CN113107196B

CN113107196B - Beam, wall and plate surface combined quick-mounting and quick-dismounting structure

Info

Publication number: CN113107196B
Application number: CN202110413874.XA
Authority: CN
Inventors: 付志红
Original assignee: Guangzhou Kuaiyi Template Engineering Co ltd
Current assignee: Guangzhou Kuaiyi Template Engineering Co ltd
Priority date: 2021-04-16
Filing date: 2021-04-16
Publication date: 2024-06-21
Anticipated expiration: 2041-04-16
Also published as: CN113107196A

Abstract

The invention discloses a beam, wall and plate surface combined quick-assembling and quick-disassembling structure, which comprises a mutually spliced quick-disassembling top panel structure, a split quick-assembling wall surface structure and a quick-assembling quick-disassembling beam wall structure, wherein the quick-assembling top panel structure, the split quick-assembling wall surface structure and the quick-assembling quick-disassembling beam wall structure are all arranged to be split type modularized assembling structures, so that the convenient assembling and disassembling of each structure are realized, the convenient assembling and disassembling of the whole quick-disassembling system are realized, and meanwhile, the joints between templates are staggered by arranging a public edge structure and a female edge structure which are mutually matched and spliced, so that slurry leakage is effectively avoided; the invention has the advantages of convenient and quick installation and dismantling, high construction efficiency, effective prevention of slurry leakage of joints, flexible and convenient assembly of each template structure, realization of quick turnover of early dismantling materials and great saving of material cost.

Description

Beam, wall and plate surface combined quick-mounting and quick-dismounting structure

Technical Field

The invention belongs to the technical field of early-dismantling and quick-assembling systems in building template engineering, and particularly relates to a beam, wall and plate surface combined quick-assembling and quick-dismantling structure.

Background

The fast-assembling early-dismantling structure generally comprises a beam wall structure, a top panel structure and a wall structure, wherein the beam wall structure, the top panel structure and the wall structure in the existing early-dismantling fast-assembling structure such as an aluminum mould and an aluminum frame mould are all provided with a plurality of split structural units, and the connection structures of the beam wall structure, the top panel structure and the wall structure are redundant and complex, so that the prior installation procedure is more, the pin spacing is controlled within 30cm, the usage amount is huge, the later dismantling is extremely difficult, the potential safety hazard is more, the construction efficiency is low, the resolution and the use of connecting members are difficult, and meanwhile, after the beam wall structure, the top panel structure and the wall structure are fixedly connected, the connection structures are relatively fixed. And factors such as beam wall structure, top panel structure, wall structure itself manufacturing and construction error, turnover use number of times are too much can cause the amalgamation to be inseparable between beam wall, top panel, the wall body, the edge handing-over part appears the mar or gap is bigger and bigger, and then causes gap department to leak thick liquid more and more seriously, further causes the mar to be deeper and bigger more, finally influences whole concrete structure's shaping quality.

The beam plate jacking of the existing aluminum die aluminum frame die has no adjusting and positioning function, and the position of a beam structure or a plate connection keel can be adjusted only by moving a beam or a plate support upright rod, so that the beam and the plate support upright rod are not vertical, the supporting force is uncontrollable, and meanwhile, the adjusting and positioning can also have larger potential safety hazards, and the construction and beam plate adjusting and positioning mode is used for the beam plate construction process with the layer height exceeding 3.6 meters. And the beam slab structure of traditional aluminium mould aluminium frame mould does not have the main joist and supports and does not have the connection horizontal pole between the pole setting, and the workman can only rely on operation bench etc. to carry out the construction of beam slab structure, and the efficiency of construction is low and there is very big construction potential safety hazard, and the punctiform support after traditional aluminium mould aluminium frame mould bearing structure was torn open earlier also can cause very big potential safety hazard to the finished product safety quality of beam slab structure.

Disclosure of Invention

The invention aims to provide a beam, wall and plate surface combined quick-assembly and quick-disassembly structure.

The invention is realized by the following technical scheme:

the utility model provides a roof beam, wall, face combination quick-assembling early tear structure, includes the early tear top panel structure of mutual concatenation, to drawing quick-assembling wall structure, quick-assembling early tear beam wall structure, early tear top panel structure includes two at least parallel arrangement's early tear top panel components open earlier, splice each other or splice through early tear strip supporting strap subassembly between the adjacent early tear top panel components open earlier, the bottom of strip supporting strap subassembly open earlier is provided with the top panel fossil fragments supporting component that is used for supporting the strip supporting strap subassembly open earlier; the edge of the early-dismantling strip-shaped supporting belt component is a public edge structure of which the panel extends to the outer side of the frame, and the edge of the early-dismantling top panel component is a female edge structure of which the panel retracts to the inner side of the frame or a public edge structure of which the panel extends to the outer side of the frame;

The opposite-pull quick-mounting wall structure comprises two opposite-mounted shaping wall dies and opposite-pull fastening components which penetrate through the shaping wall dies at two sides, and a wall concrete pouring area is formed between the shaping wall dies at two sides; the shaping wall mould comprises at least two wall surface template assemblies which are spliced with each other, and a pull-to-pull channel for the pull-to-pull fixing assembly to pass through and be installed is arranged at the edge of the wall surface template assembly; the top of the wall surface template assembly is provided with a public edge floor template assembly which is flush with the early-dismantling top panel assembly, the edge of one side of the public edge floor template assembly, which is close to the early-dismantling top panel assembly, is a public edge structure of which the panel extends to the outer side of the frame, and the public edge floor template assembly is correspondingly spliced with a female edge structure of the edge of the early-dismantling top panel assembly through the public edge structure;

The beam structure is early torn open to fast-assembling includes beam support subassembly and movable mounting at the beam bottom fossil fragments end fixed connection spare at beam support subassembly top, beam structure template subassembly of U-shaped is installed in the top block of beam bottom fossil fragments end fixed connection spare constitutes beam concrete placement area, one side that beam structure template subassembly's top is close to early tear open top panel subassembly is the public edge structure with the female limit structure concatenation of early tear open top panel subassembly edge, the beam concrete placement area at beam structure template subassembly top and the wall body concrete placement area butt joint between the both sides shaping wall mould.

The wall body, the beam and the top connecting panel are flexibly spliced according to actual building requirements, so that different building requirements can be met. Simultaneously, through prematurely tearing open top panel structure, to drawing fast-assembling wall structure, fast-assembling early tear open beam wall structure between relatively independent bearing structure, realize to early tear open top panel structure, to drawing fast-assembling wall structure, fast-assembling early tear open beam wall structure's swift support and position flexible adjustment for the efficiency of construction promotes greatly, effectively guarantees the straightness that hangs down of support simultaneously, has improved the security of work progress greatly. Meanwhile, after concrete is solidified, the early-dismantling top panel structure, the opposite-pulling quick-assembling wall surface structure and the quick-assembling early-dismantling beam wall structure can be quickly and independently dismantled, so that the construction efficiency is effectively improved, and the early-dismantling convenient construction of the wall body, the beam and the top connecting panel is realized. The top panel structure is torn open early, to drawing fast-assembling wall structure, fast-assembling early tear beam wall structure open between the structure through public edge structure and female limit structure concatenation, and then make face seam and frame joint stagger, and then effectively avoid seam part to leak thick liquid, can effectively avoid producing honeycomb pitted surface in seam part when concrete solidifies, and then effectively guarantee top panel, wall body, the final shaping quality of roof beam.

In order to better realize the invention, the top panel keel supporting component further comprises a top panel screw rod lifting component and a panel main keel tray arranged at the top of the top panel screw rod lifting component, wherein the top of the panel main keel tray is movably clamped and provided with a strip supporting belt jacking; a top panel main keel is arranged between the panel main keel tray and the strip-shaped supporting belt jacking; the top of bar supporting belt jacking is installed and is torn open bar supporting belt subassembly early, the top of top panel main joist is installed and is torn open top panel subassembly early.

In order to better realize the invention, the top panel keel supporting component further comprises a top panel screw rod lifting component and a panel main keel tray arranged at the top of the top panel screw rod lifting component, wherein the top of the panel main keel tray is movably clamped and provided with a panel main keel lug-shaped connecting piece, and the left side and the right side of the panel main keel lug-shaped connecting piece are symmetrically clamped with a top panel main keel; the top card of panel main joist ear-shaped connecting piece is equipped with bar supporting band secondary joist supporting seat, early tear the bar supporting band subassembly open is installed at the top of bar supporting band secondary joist supporting seat, early tear open top panel subassembly open is installed at the top of top panel main joist.

In order to better realize the invention, the strip-shaped supporting belt jacking comprises a jacking connecting piece, a panel main keel connecting piece and a strip-shaped supporting belt supporting end plate, wherein the bottom of the jacking connecting piece is connected with the top of the panel main keel tray in a clamping way, the strip-shaped supporting belt supporting end plate is arranged at the top of the jacking connecting piece, and the panel main keel connecting piece which is connected with the end part of the top panel main keel in a clamping way is arranged between the bottom end surface of the strip-shaped supporting belt supporting end plate and the left side and the right side of the jacking connecting piece.

In order to better realize the invention, further, the front side and the rear side of the top of the strip-shaped supporting belt supporting end plate are symmetrically provided with plate supporting lugs, and strip-shaped supporting belt fixing components are arranged on the plate supporting lugs; the strip-shaped supporting belt fixing assembly comprises a top connecting panel fixing bolt and a top connecting panel fixing plug, wherein the top connecting panel fixing bolt is installed on a plate support lug through threads, and one end of the top connecting panel fixing bolt penetrates through the plate support lug and is provided with the top connecting panel fixing plug.

In order to better realize the invention, the top connecting panel assembly further comprises a top connecting panel and a top panel connecting frame, wherein the edge of the top connecting panel extends to the outer side of the edge of the top panel connecting frame to form a public edge structure or the edge of the top connecting panel retracts to the inner side of the edge of the top panel connecting frame to form a female edge structure; the adjacent two early-dismantling top panel structures are spliced with the female edge structure through the matched public edge structure.

In order to better realize the invention, the top panel screw rod lifting assembly further comprises a top connecting panel lifting supporting screw rod, a top connecting panel lifting adjusting ring and a top connecting panel lifting adjusting rubber sleeve, wherein the top end of the top connecting panel lifting supporting screw rod upwards penetrates through the panel main joist tray and is connected with the bottom of the strip-shaped supporting belt jacking in a clamping way, the top connecting panel lifting adjusting ring is sleeved on one end, far away from the strip-shaped supporting belt jacking, of the top connecting panel lifting supporting screw rod, and the bottom of the top connecting panel lifting adjusting ring is provided with the top connecting panel lifting adjusting rubber sleeve.

In order to better realize the invention, the wall template assembly further comprises a wall template frame and a wall template arranged on one side of the wall template frame, wherein the edge of the wall template extends to the outer side of the edge of the wall template frame to form a public edge structure or retracts to the inner side of the edge of the wall template frame to form a female edge structure matched and spliced with the public edge structure, a plurality of opening screw grooves are linearly arranged on the edge of the wall template frame corresponding to one side of the female edge structure, and screw holes are arranged on the edge of the wall template corresponding to the opening screw grooves; the top of the wall surface template frame is provided with a public edge floor template assembly spliced with the top of the wall surface template, and one side edge of the public edge floor template assembly, which is close to the early-dismantling top panel assembly, extends to the outer side of the top edge of the wall surface template frame to form a public edge structure.

The public edge floor formwork component comprises a floor internal corner connecting piece arranged on the top side surface of the wall formwork frame and a floor public edge internal corner formwork arranged on the top of the floor internal corner connecting piece, wherein the floor internal corner connecting piece is connected with the side surface of the early-dismantling top panel component, and the edge of the floor public edge internal corner formwork extends to the outer side of the edge of the wall formwork frame to form a public edge structure spliced with a female edge structure of the edge of the early-dismantling top panel component.

The wall surface formwork frame is provided with a reinforcing main rib along the horizontal direction on one side far away from the wall surface formwork, and the bottom of the wall surface formwork frame is provided with a footing reinforcing component along the bottom edge of a wall to be poured.

In order to better realize the invention, further, a plurality of opening screw grooves for the tightening and fixing components to pass through are linearly arranged on the edge of the wall surface template frame, screw holes for the tightening and fixing components to pass through are arranged on the edge of the wall surface template corresponding to the opening screw grooves on the edge of the wall surface template frame, and the opening screw grooves and the screw holes correspond to form a pulling channel.

In order to better realize the invention, the invention further comprises a transverse seam leakage-proof reinforcing back ridge which is arranged corresponding to the transverse edges of the upper side and the lower side of the wall surface template, a plurality of open screw grooves for the tightening and fixing components to pass through are linearly arranged on the transverse seam leakage-proof reinforcing back ridge along the transverse direction, and screw holes for the tightening and fixing components to pass through are arranged at the transverse edges of the upper side and the lower side of the wall surface template corresponding to the open screw grooves on the transverse seam leakage-proof reinforcing back ridge.

In order to better realize the invention, further, a vertical plate surface is arranged between the vertical edges at the left side and the right side of the wall surface template along the vertical direction, and a reinforcing straight-through back ridge is arranged behind the vertical plate surface; one end of the vertical joint female edge back edge or the vertical joint male edge back edge is provided with a plate surface connection mounting back edge along the vertical direction.

In order to better realize the invention, the footing reinforcing component further comprises a footing L-shaped plate fixed at the bottom of the wall surface template and a plurality of footing adjusting pieces capable of sliding on the inner sides of the footing L-shaped plate, wherein the top of the footing adjusting pieces is provided with connecting parts in a fitting manner corresponding to the side surfaces of the wall surface template; one side of the vertical section of the footing L-shaped plate is attached to one side of the wall surface template, and a flexible blocking layer is arranged between the bottom of the horizontal section of the footing L-shaped plate and the ground.

In order to better realize the invention, the pair of tensioning and fixing components further comprises wall surface opposite-pulling screw rods, conical rotary tower sleeves, conical rotary tower plugs and mountain-shaped clamping and fixing components, wherein the wall surface opposite-pulling screw rods penetrate through opposite-pulling channels on the two side shaping wall molds to be mounted, the rod sections of the wall surface opposite-pulling screw rods, which are positioned between the two side shaping wall molds, are sleeved with the conical rotary tower sleeves and the conical rotary tower plugs, and the small ends of the conical rotary tower sleeves and the small ends of the conical rotary tower plugs are far away from the wall templates and are mutually in interference arrangement; one end of the wall face opposite-pull screw extending to the outer side of the shaping wall die is provided with a mountain-shaped clamping and fixing assembly for oppositely tightening and fixing the wall face template.

In order to better realize the invention, the beam structure template component further comprises a beam bottom plate, beam side plates symmetrically arranged at two sides of the beam bottom plate, and a beam wall internal corner floor template arranged at the top of the beam side plates and used for being spliced with the early-dismantling top panel component, wherein the bottoms of the beam side plates at two sides extend to the lower side of the bottom end surface of the beam bottom plate and form a beam bottom groove clamped with a beam bottom keel end connecting piece with the beam bottom plate; the tops of the beam side plates on the two sides extend to the upper side of the top end face of the beam bottom plate and form a beam concrete pouring area with the top end face of the beam bottom plate.

In order to better realize the invention, the invention further comprises a beam wall internal corner floor template support connection keel and a Liang Qiangliang bottom clamping assembly, wherein the beam wall internal corner floor template support connection keel is arranged between the bottom end surface of the beam wall internal corner floor template and the side surface of the beam side plate, and the edge of one side of the beam wall internal corner floor template far away from the beam side plate extends to the outer side of the edge of the beam wall internal corner floor template support connection keel to form a public edge structure; the Liang Qiangliang bottom clamping assemblies are arranged corresponding to the beam side plates on two sides of the beam bottom plate and used for clamping and fixing the beam side plates on two sides in the direction close to the beam bottom plate.

In order to better realize the invention, the Liang Qiangliang bottom clamping assembly further comprises a first chuck, a second chuck, an adjusting assembly and a falling prevention assembly, wherein the first chuck and the second chuck are respectively corresponding to the beam side plates on two sides and are arranged at two ends of the adjusting assembly, and the adjusting assembly drives the second chuck to move towards the direction close to the first chuck so as to clamp the beam side plates on two sides, so that the beam side plates and the beam bottom plate are spliced more tightly, the stability of the whole beam structure template assembly is ensured, and meanwhile, slurry leakage at joints between the beam side plates and the beam bottom plate is effectively avoided.

In order to better realize the invention, the adjusting assembly further comprises a clamping adjusting screw rod and a clamping adjusting nut, one end of the clamping adjusting screw rod is connected with the bottom of the first chuck, the other end of the clamping adjusting screw rod penetrates through the bottom of the second chuck and is in threaded connection with the bottom of the second chuck, one side, far away from the first chuck, of the second chuck corresponding to the threads of the clamping adjusting nut is sleeved on the other end of the clamping adjusting screw rod, and the end face of the clamping adjusting nut is in contact with one side, far away from the first chuck, of the second chuck.

In order to better realize the invention, the beam support assembly further comprises a beam support main joist, a beam jacking support lifting screw rod assembly, a beam main joist tray arranged at the top of the beam jacking support lifting screw rod assembly, a beam support connecting jacking arranged at the top of the beam main joist tray, and a beam positioning adjustment support jacking arranged at the top of the beam support connecting jacking, wherein the top end of the beam jacking support lifting screw rod assembly upwards penetrates through the beam main joist tray and is connected with the bottom of the beam support connecting jacking, and the beam support main joist is symmetrically clamped and installed between the beam support connecting jacking and the beam main joist tray; the top movable lock of roof beam support connection jacking has the roof beam location to adjust the support jacking, the roof beam location is adjusted the top block of support jacking and is installed the fixed connection piece of beam bottom fossil fragments end.

In order to better realize the invention, the invention further comprises Liang Chuli inclined support assemblies and beam wall inclined support assemblies, one end of each Liang Chuli inclined support assembly is movably connected with the bottom of the beam support main keel, and connecting fasteners are respectively arranged at the other end of each Liang Chuli inclined support assembly and the end part of the beam support main keel; one end of the beam wall inclined support assembly is movably connected with the top of the beam support main keel, and the other end of the beam wall inclined support assembly is arranged corresponding to the side face of the beam structure template assembly.

In order to better realize the invention, the beam-bottom formwork fixing assembly is further arranged at the top of the beam positioning adjusting support jacking, the beam-bottom formwork fixing assembly comprises beam-wall formwork fixing bolts, beam-wall formwork fixing jacks and mounting lugs, the front side and the rear side of the top of the beam positioning adjusting support jacking are symmetrically provided with the mounting lugs, the beam-wall formwork fixing bolts are arranged on the mounting lugs on the front side and the rear side in a threaded manner, and the beam-wall formwork fixing jacks are arranged at the ends of the beam-wall formwork fixing bolts at the bottoms corresponding to the beam-bottom keel end fixing connectors.

In order to better realize the invention, further, locking devices are arranged between the beam positioning adjusting supporting jacking waist-shaped holes on the beam wall U-shaped supporting piece and the connecting piece holes on the beam wall U-shaped connecting piece and between the beam positioning adjusting supporting jacking connecting holes on the beam wall U-shaped supporting piece and the connecting piece waist-shaped holes on the beam wall U-shaped connecting piece.

The locking device is a locking bolt, the locking bolt penetrates through the beam positioning adjusting supporting jacking kidney-shaped hole and the connecting piece hole and the beam positioning adjusting supporting jacking connecting hole and the connecting piece kidney-shaped hole, the beam positioning adjusting supporting jacking is buckled and installed on the outer side of the top of the beam supporting connecting jacking, meanwhile, the locking bolt can slide in a certain range along the beam positioning adjusting supporting jacking kidney-shaped hole or the connecting piece kidney-shaped hole, and then the beam positioning adjusting supporting jacking is adjusted conveniently and rapidly on the outer side installation position of the top of the beam supporting connecting jacking. After the position adjustment of the beam positioning adjusting supporting jacking is completed, the locking nut can be sleeved and screwed at the threaded end of the locking bolt, so that the locking nut clamps the side wall of the beam positioning adjusting supporting jacking, and the position fixing of the beam positioning adjusting supporting jacking is realized.

In order to better realize the invention, the beam support lifting screw assembly further comprises a beam wall lifting support screw rod, a beam wall lifting adjusting ring and a beam wall lifting adjusting rubber sleeve, wherein the top end of the beam wall lifting support screw rod upwards penetrates through the beam main keel tray and is in threaded connection with the top of the beam support connection jacking, the beam wall lifting adjusting ring is sleeved on one end, far away from the beam support connection jacking, of the beam wall lifting support screw rod, and the bottom of the beam wall lifting adjusting ring is provided with the beam wall lifting adjusting rubber sleeve.

Compared with the prior art, the invention has the following advantages:

(1) According to the invention, the early-dismantling top panel structure, the opposite-pulling quick-assembling wall surface structure and the quick-assembling early-dismantling beam wall structure are all arranged to be split type modularized assembling structures, so that relatively independent and convenient assembling of the early-dismantling top panel structure, the early-dismantling strip-shaped supporting belt assembly, the opposite-pulling quick-assembling wall surface structure and the quick-assembling early-dismantling beam wall structure is realized, and meanwhile, convenient connection among the early-dismantling top panel structure, the opposite-pulling quick-assembling wall surface structure, the early-dismantling strip-shaped supporting belt assembly and the quick-assembling early-dismantling beam wall structure is realized, and the construction and dismantling efficiency of the whole early-dismantling quick-assembling system is greatly improved;

(2) According to the invention, the early-dismantling top panel structure and the opposite-pulling quick-assembling wall structure are arranged to be adjustable in mounting position, so that the mounting positions of the early-dismantling top panel structure, the early-dismantling strip-shaped supporting belt assembly and the opposite-pulling quick-assembling wall structure can be flexibly adjusted during subsequent mounting connection, and the early-dismantling top panel structure, the early-dismantling strip-shaped supporting belt assembly, the opposite-pulling quick-assembling wall structure and the quick-assembling beam wall structure are tightly spliced, so that the whole early-dismantling quick-assembling system structure is stable and slurry leakage from a splicing gap is avoided;

(3) According to the invention, the early-dismantling top panel structure, the early-dismantling strip-shaped supporting belt assembly, the opposite-pulling quick-assembling wall surface structure and the quick-assembling early-dismantling beam wall structure are all arranged in the form of matching and splicing the public edge structure and the female edge structure, so that the splicing and installation are more convenient, and meanwhile, the joints between the templates are staggered through the matching of the public edge structure and the female edge structure, thereby effectively avoiding slurry leakage at the joints and further effectively ensuring the molding quality of the solidified concrete.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present invention;

FIG. 2 is a schematic illustration of an early disconnect roof panel construction;

figure 3 is a schematic view of a top panel keel support assembly;

FIG. 4 is a split assembly schematic of FIG. 3;

FIG. 5 is a schematic diagram of a strip support strip jacking structure;

FIG. 6 is a schematic view of the installation of the main joist ear-shaped connector of the panel;

FIG. 7 is an assembled schematic view of an early disassembled roof panel construction;

FIG. 8 is a schematic view of a seam of an early-dismantling roof panel structure;

FIG. 9 is a schematic view of an early disconnect strip support belt assembly;

FIG. 10 is a schematic view of a pull-to-push wall construction;

FIG. 11 is a schematic structural view of a wall form assembly;

FIG. 12 is a schematic view of a wall form assembled with a wall form frame;

FIG. 13 is a split wall form assembly schematic view;

FIG. 14 is a schematic structural view of a split wall form assembly;

FIG. 15 is a schematic view of the installation of a female side back edge of a vertical seam with a male side back edge of the vertical seam;

FIG. 16 is a schematic view of the structure of the tightening assembly;

FIG. 17 is a schematic structural view of a foot reinforcement assembly;

FIG. 18 is a schematic view of a quick-release early-dismantling beam wall structure;

FIG. 19 is a schematic view of the structure of the beam support assembly;

FIG. 20 is a schematic view of a beam support assembly disassembled and assembled;

FIG. 21 is a schematic installation view of a beam assist diagonal brace assembly;

FIG. 22 is a schematic view of a beam bottom formwork securing assembly;

fig. 23 is a schematic structural view of a beam wall and beam bottom clamping assembly.

Wherein: 1-early dismantling of the roof panel structure; 11-early tear top panel assembly; 12-a top panel keel support assembly; 13-early-dismantling the strip-shaped supporting belt assembly; 111-top connection panel; 112-top panel connection frame; 121-top panel screw lifting assembly; 122-panel main joist tray; 123-jacking a strip-shaped supporting belt; 124-top panel main joist; 125-panel main joist ear-shaped connector; 126-a strip support belt secondary keel support seat; 127-bar support band securing assembly; 131-a strip support band panel; 132-a bar-shaped support belt frame; 1231-jacking connection; 1232-main panel keel connector; 1233-bar support band support end plates; 1321-strip support belt cross runners; 1322-L hinge.

2-A quick-pull wall surface structure; 21-a wall surface template assembly; 22-pair tensioning and securing assembly; 23-reinforcing the main ridge; 24-footing reinforcement assembly; 25-public edge floor template components; 211-wall templates; 212-a wall template frame; 221-wall surface opposite-pulling screw rods; 222-conical turret sleeve; 223-conical rotary tower plug; 224-gable securing assembly; 241-foot L-plate; 242-foot adjustment; 243-a flexible blocking layer; 244-foot wedges; 251-floor inside corner connectors; 252-floor public edge internal corner templates; 2421-a footing base; 2422-a foot anchor block; 2423-set screw holes;

3-fast-assembling and early-disassembling the beam wall structure; 31-a beam support assembly; 32-Liang Qiangliang bottom clamping assembly; 33-a beam bottom keel end connecting piece; 34-beam structure formwork assembly; 311-beam main joist tray; 312-roof beam supports connect jacking; 313-beam positioning adjustment support jacking; 314-beam support lifting screw assembly; 315-beam support main joists; 316-beam bottom template fixing component; 317-Liang Chuli diagonal support assemblies; 318-beam wall diagonal bracing assembly; 321-a first chuck; 322-a second chuck; 323 an adjustment assembly; 324-fall arrest assembly; 341-a beam bottom plate; 342-beam side plates; 343-beam wall inside corner floor forms; 344-beam wall internal corner floor formwork support connection keels; 3161-beam bottom formwork fixing bolts; 3162-beam bottom formwork fixing top; 3163—mounting lugs; 3171-a booster diagonal support beam; 3172-a power-assisted diagonal bracing connecting fastener; 3181-beam wall diagonal bracing telescoping assembly; 3182-beam wall diagonal bracing connection fasteners.

0011-Erecting a joint female edge back ridge; 0012-a vertical joint public edge back ridge; 0013-grouting prevention of transverse seams to strengthen the back edges; 0014-mounting a reinforced straight-through back ridge behind the vertical plate surface; 0015, connecting the plate surfaces with back edges; 0001-open screw groove; 0002-screw hole missing.

Detailed Description

Example 1:

The beam, wall and plate surface combined quick-assembly and quick-disassembly structure comprises a quick-disassembly top panel structure 1, a split quick-assembly wall surface structure 2 and a quick-assembly beam wall structure 3 which are spliced with each other, wherein the quick-disassembly top panel structure 1 comprises at least two quick-disassembly top panel assemblies 11 which are arranged in parallel, the adjacent quick-disassembly top panel assemblies 11 are spliced by a quick-disassembly strip-shaped supporting belt assembly 13, and the bottom of the quick-disassembly strip-shaped supporting belt assembly 13 is provided with a top panel keel supporting assembly 12 for supporting the quick-disassembly strip-shaped supporting belt assembly 13; the side edge of the early-dismantling top panel assembly 11 remote from the early-dismantling strip-shaped supporting strip assembly 13 is a female edge structure in which the panel is retracted to the inside of the frame.

The top panel is supported by early dismantling the top panel structure 1, and the top panel concrete is poured at the top of the spliced early dismantling top panel assembly 11 and the early dismantling strip-shaped supporting belt assembly 13 to form the building top panel structure. The joint of the public edge structure and the female edge structure between the top panel assembly 11 and the strip-shaped support belt assembly 13 is disassembled early, so that slurry leakage at the joint is effectively prevented, honeycomb pitting surface is avoided at the joint when concrete is solidified, and the surface flatness of the top panel of the building is guaranteed.

The opposite-pull quick-assembled wall structure 2 comprises two opposite-arranged shaping wall dies and opposite-pull fastening assemblies 22 which penetrate through the shaping wall dies at the two sides, and a wall concrete pouring area is formed between the shaping wall dies at the two sides; the shaping wall mould comprises at least two wall surface template assemblies 21 which are spliced with each other, and a pull-to-pull channel for the pull-to-pull fixing assembly 22 to pass through and be installed is arranged at the edge of the wall surface template assembly 21; the top of wall form subassembly 21 is provided with the public edge floor form subassembly 25 that flushes with early dismantlement top panel assembly 11, and the public edge floor form subassembly 25 is close to the public edge structure that the panel extended to the frame outside for the side edge of early dismantlement top panel assembly 11, and public edge floor form subassembly 25 corresponds the concatenation through public edge structure and the female limit structure at early dismantlement top panel assembly 11 edge.

The wall surface template assemblies 21 are spliced with the female edge structures through the male edge structures, the shaping wall molds can be conveniently and efficiently formed, and then wall concrete can be poured between the shaping wall molds on two sides. Simultaneously be provided with the passageway of pulling to the edge of wall template subassembly 21, realize pulling to taut fixed subassembly 22 convenient installation location between the shaping wall mould of both sides, it is fixed to carry out pulling to the shaping wall mould of both sides through pulling to taut fixed subassembly 22, effectively avoid concrete placement and take place to warp when subsequent concrete solidifies, simultaneously, the end cap to pulling to fix subassembly 22 pushes up the wall template subassembly 21 of both sides tightly for adjacent wall template subassembly 21 flushes, avoid staggering between the wall template subassembly 21, splice through public edge structure and female limit structure between the adjacent wall template subassembly 21 simultaneously, effectively avoid seam crossing leakage, and then avoid producing honeycomb faggot at the seam crossing, and then guarantee the roughness of the wall of final shaping. Meanwhile, the top of the wall surface template assembly 21 is spliced with the edge of the early-dismantling top panel assembly 11 through the public edge floor template assembly 25, so that convenient and efficient connection transition between the wall body and the top panel is realized, and the joint of the joint transition between the wall body and the top panel is also ensured not to leak slurry due to the splicing of the public edge structure and the female edge structure.

The fast-assembling early-dismantling beam wall structure 3 comprises a beam supporting component 31 and a beam bottom keel end fixed connecting piece 33 movably mounted at the top of the beam supporting component 31, a U-shaped beam structure template component 34 is mounted at the top of the beam bottom keel end fixed connecting piece 33 in a clamping mode to form a beam concrete pouring area, one side, close to the edge of the early-dismantling top panel component 11, of the top of the beam structure template component 34 is a public edge structure spliced with a female edge structure at the edge of the early-dismantling top panel component 11, and a wall concrete pouring area between the beam concrete pouring area at the top of the beam structure template component 34 and the shaping wall molds at two sides is in butt joint with the female edge structure through the public edge structure.

The top edge of the beam structure template assembly 34 is spliced with the female edge structure of the edge of the early-dismantling top panel assembly 11 through a public edge structure, so that the convenient and efficient connection transition between the beam and the top panel is realized, slurry leakage is effectively prevented, and the final forming quality is ensured; meanwhile, the end part of the beam concrete pouring area formed by the beam structure template assembly 34 is matched with the end part of the wall concrete pouring area formed by the opposite-pull fast-assembly wall surface structure 2 through a public edge structure, so that convenient and efficient transition between the beam and the wall surface is realized, slurry leakage is effectively prevented, and the final forming quality is ensured.

Through the cooperation concatenation between above-mentioned early top panel structure 1, to drawing fast-assembling wall structure 2, the early beam wall structure 3 of tearing open of fast-assembling, realized the high-efficient connection transition between top panel, wall, the roof beam, when effectively guaranteeing final shaping quality, can adjust the shaping position of top panel and roof beam in real time through top panel fossil fragments supporting component 12 and roof beam supporting component 31 for connect the transition between top panel, wall, the roof beam more smooth and easy inseparabler. After the top panel, the wall surface and the beam are formed, the early disassembly of the supporting structure is realized according to the sequence of disassembling the female side structure and then disassembling the male side structure, so that the working efficiency is greatly improved, and meanwhile, the danger caused by falling of redundant parts is avoided.

Example 2:

The embodiment is further optimized based on embodiment 1, as shown in fig. 2-4, the top panel keel support assembly 12 includes a top panel screw rod lifting assembly 121 and a panel main keel tray 122 installed on the top of the top panel screw rod lifting assembly 121, and a strip-shaped support belt jacking 123 is movably clamped and installed on the top of the panel main keel tray 122; a top panel main keel 124 is mounted between the panel main keel tray 122 and the strip support strip jacking 123; the top of the strip support strip jacking 123 is provided with an early-dismantling strip support strip assembly 13, and the top of the top panel main joist 124 is provided with an early-dismantling top panel assembly 11.

The panel main joist tray 122 is internally provided with a square jacking through hole along the vertical direction, the top end of the top panel screw rod lifting assembly 121 is spliced with the bottom of the Fang Dingtuo through hole, and the supporting height of the whole top panel joist supporting assembly 12 is adjusted by lifting of the top panel screw rod lifting assembly 121. The bottom of bar supporting band jacking 123 extends to the top inboard of square jacking through-hole and activity joint, realizes that bar supporting band jacking 123 carries out the rotation of certain angle at the top of panel main joist tray 122 along self axis, and then adjusts the beat angle of bar supporting band jacking 123 at panel main joist tray 122 top. Space for clamping or inserting the end part of the top panel main keel 124 is reserved between the strip-shaped supporting strip jacking 123 and the panel main keel tray 122, so that convenient installation of the top panel main keel 124 is realized, and fine adjustment of the extending direction of the top panel main keel 124 is realized by adjusting the deflection angle of the strip-shaped supporting strip jacking 123.

The top end face of the strip-shaped supporting strip jacking 123 and the top end face of the top panel main keel 124 are used for supporting the early-dismantling top panel assembly 11, the bottom end face of the early-dismantling top panel assembly 11 is placed on the top end face of the strip-shaped supporting strip jacking 123 and the top end face of the top panel main keel 124, the early-dismantling top panel assembly 11 slides a certain distance on the top end face of the strip-shaped supporting strip jacking 123 and the top end face of the top panel main keel 124, and then the installation position of the early-dismantling top panel assembly 11 on the top end face of the strip-shaped supporting strip jacking 123 and the top end face of the top panel main keel 124 is adjusted. Even if the support lifting assembly 121 has a small perpendicularity error, the adjacent early-dismantling top panel assemblies 11 can be tightly spliced by sliding adjustment of the top of the strip-shaped support strip jacking 123 and the top of the top panel main keel 124 through the deflection angle of the strip-shaped support strip jacking 123 and early-dismantling top panel assemblies 11.

Other portions of this embodiment are the same as those of embodiment 1, and thus will not be described in detail.

Example 3:

The embodiment is further optimized based on embodiment 1 or 2, as shown in fig. 6, the top panel keel support assembly 12 includes a top panel screw rod lifting assembly 121 and a panel main keel tray 122 installed on the top of the top panel screw rod lifting assembly 121, the top of the panel main keel tray 122 is movably clamped with a panel main keel ear-shaped connector 125, and the left and right sides of the panel main keel ear-shaped connector 125 are symmetrically clamped with a top panel main keel 124; the top card of panel main joist ear-shaped connecting piece 125 is equipped with bar-shaped supporting belt secondary joist supporting seat 126, and early tear bar-shaped supporting belt assembly 13 is installed at the top of bar-shaped supporting belt secondary joist supporting seat 126, and early tear top panel assembly 11 is installed at the top of top panel main joist 124.

The left and right sides of panel main joist ear-shaped connecting piece 125 is provided with the connection fixture block, and the tip of top panel main joist 124 is provided with the quick-connect draw-in groove with the mutual joint of connection fixture block, from last to lower suit on the connection fixture block with the quick-connect draw-in groove, can realize the convenient dismouting of top panel main joist 124 in panel main joist ear-shaped connecting piece 125 side, and then promoted top panel bearing structure's efficiency of construction.

The top of panel main joist ear-shaped connecting piece 125 is provided with waist type groove, and bar-shaped supporting band secondary joist supporting seat 126 is provided with the inserted block of slip cartridge in waist type groove, and then realizes convenient installation and position control of bar-shaped supporting band secondary joist supporting seat 126 at the top of panel main joist ear-shaped connecting piece 125, and the secondary joist that bar-shaped supporting band secondary joist supporting seat 126 top corresponds the early bar-shaped supporting band subassembly 13 bottom is provided with the draw-in groove simultaneously, realizes early bar-shaped supporting band subassembly 13 at the convenient installation location of bar-shaped supporting band secondary joist supporting seat 126. Simultaneously, the top panel assembly 11 is supported by the top panel main keels 124 arranged on two sides of the panel main keel lug-shaped connecting pieces 125, so that the stability of the whole supporting structure is greatly improved.

Other portions of this embodiment are the same as those of embodiment 1 or 2, and thus will not be described in detail.

Example 4:

The present embodiment is further optimized based on any one of the above embodiments 1 to 3, as shown in fig. 5, the strip-shaped supporting strip jacking 123 includes a jacking connector 1231, a panel main keel connector 1232, and a strip-shaped supporting strip supporting end plate 1233, the bottom of the jacking connector 1231 is connected with the top of the panel main keel tray 122 in a clamping manner, the top of the jacking connector 1231 is provided with the strip-shaped supporting strip supporting end plate 1233, and a panel main keel connector 1232 which is connected with the end of the top panel main keel 124 in a clamping manner is arranged between the bottom end surface of the strip-shaped supporting strip supporting end plate 1233 and the left side and the right side of the jacking connector 1231.

The jacking connecting piece 1231 is of a cylindrical structure, the bottom end of the jacking connecting piece 1231 is movably inserted into a Fang Dingtuo through hole on the panel main joist tray 122, and the jacking connecting piece 1231 can rotate at a certain angle along the axial direction of the jacking connecting piece. The top of the jacking connector 1231 extends to the top end face of the panel main joist tray 122 and is provided with a strip-shaped supporting end plate 1233, the strip-shaped supporting end plate 1233 is arranged in parallel with the top end face of the panel main joist tray 122, and a space for inserting and installing the end part of the top panel main joist 124 is formed between the top end face of the strip-shaped supporting end plate 1233 and the top end face of the panel main joist tray 122. Simultaneously, panel main joist connectors 1232 are symmetrically arranged on the left side and the right side of the jacking connector 1231, and clamping grooves which are connected with the panel main joist connectors 1232 in a clamping mode are formed in the end portions of the top panel main joists 124, so that convenient installation of the top panel main joists 124 is achieved.

Other portions of this embodiment are the same as any of embodiments 1 to 3, and thus will not be described in detail.

Example 5:

This embodiment is further optimized on the basis of any one of the above embodiments 1 to 4, and as shown in fig. 3 to 5, the strip-shaped support band fixing members 127 for fixing the early-detachable strip-shaped support band members 13 are symmetrically provided on the front and rear sides of the top of the strip-shaped support band support end plate 1233.

The strip supporting belt fixing assembly 127 comprises a strip supporting belt fixing bolt, a strip supporting belt fixing plug and a mounting lug, wherein the mounting lugs are symmetrically arranged on the front side and the rear side of the top of the strip supporting belt jacking 123, the strip supporting belt fixing bolt is installed on the mounting lug in a threaded mode, and one end of the strip supporting belt fixing bolt penetrates through the mounting lug and is provided with the strip supporting belt fixing plug.

The ends of the adjacent two early-dismantling top panel assemblies 11 are clamped and fixed through the strip-shaped supporting belt fixing assemblies 127, so that the installation stability of the early-dismantling top panel assemblies 11 is effectively guaranteed. Simultaneously, the seam of two adjacent early dismantlement top panel assemblies 11 is located the top of top panel main joist 124, directly receives the support of top panel main joist 124, and then has effectively strengthened the bearing capacity of early dismantlement top panel assemblies 11, can be less the quantity of the connecting pin between the adjacent early dismantlement top panel assemblies 11 greatly, effectively reduces the weight of the connection structure between the early dismantlement top panel assemblies 11 when guaranteeing the joint strength between the early dismantlement top panel assemblies 11.

Other portions of this embodiment are the same as any of embodiments 1 to 4 described above, and thus will not be described again.

Example 6:

This embodiment is further optimized on the basis of any one of the above embodiments 1 to 5, and as shown in fig. 7 to 9, the early-dismantling top panel assembly 11 includes a top connecting panel 111 and a top panel connecting frame 112, wherein the edge of the top panel 111 extends to the outside of the edge of the top panel frame 112 to form a public edge structure or the edge of the top panel 111 retracts to the inside of the edge of the top panel frame 112 to form a public edge structure.

The adjacent early-dismantling top panel assemblies 11 are spliced through the matched public edge structure and the matched female edge structure, splicing efficiency between the early-dismantling top panel assemblies 11 can be improved, joints between the adjacent early-dismantling top panel assemblies 11 and joints between the panels and the frames are staggered, slurry leakage from joints during subsequent concrete pouring is effectively avoided, honeycomb pitting surfaces are effectively avoided to be generated on the surfaces after concrete solidification, and flatness of the concrete surfaces is guaranteed.

Other portions of this embodiment are the same as any of embodiments 1 to 5 described above, and thus will not be described again.

Example 7:

This embodiment is further optimized on the basis of any one of the above embodiments 1 to 6, and as shown in fig. 6 to 9, the early-dismantling strip support band assembly 13 includes a strip support band panel 131 and a strip support band frame 132, and the edge of the strip support band panel 131 extends to the outside of the edge of the strip support band frame 132 to form a public edge structure.

The early-dismantling strip-shaped supporting band assembly 13 is spliced with the female edge structure of the edge of the early-dismantling top panel assembly 11 through the male edge structure at the edge. The strip support band panel 131 and the top connection panel 111 are spliced to form a panel seam, and the strip support band frame 132 and the top panel connection frame 112 are spliced to form a frame seam.

Since the edges of the top connection panel 111 are staggered with the edges of the top panel connection frame 112, the edges of the strip-shaped support belt panels 131 are staggered with the edges of the strip-shaped support belt frames 132, so that the panel seams formed between the top connection panel 111 and the strip-shaped support belt panels 131 are staggered with the frame seams formed between the top panel connection frame 112 and the strip-shaped support belt frames 132, which are actually blocked by the top end surfaces of the top panel connection frame 112 and the strip-shaped support belt frames 132, which are actually blocked by the bottom end surfaces of the top connection panel 111 and the strip-shaped support belt panels 131. And then effectively avoid follow panel seam and frame seam department leak slurry when follow-up pouring concrete, effectively avoid concrete to solidify the back and produce honeycomb pitting on the surface, guarantee the roughness of concrete surface.

Further, as shown in fig. 6 and 9, the strip-shaped supporting strip frame 132 includes a single strip-shaped supporting strip sub-keel 1321 and L-shaped hinges 1322 disposed in parallel on two sides of the strip-shaped supporting strip sub-keel 1321, the strip-shaped supporting strip sub-keel 1321 is disposed at a central position of the bottom of the strip-shaped supporting strip panel 131, the L-shaped hinges 1322 are disposed at an edge position of the bottom of the strip-shaped supporting strip panel 131, and the edge of the strip-shaped supporting strip panel 131 extends to the outer side of the edge of the L-shaped hinges 1322 to form a common edge structure. The L-shaped hinge 1322 is spliced with the top panel connecting frame 112 in the adjacent early-dismantling top panel assembly 11, meanwhile, connecting holes are correspondingly arranged on the L-shaped hinge 1322 and the top panel connecting frame 112 in a linear mode, and connecting pins are arranged in the connecting holes, so that splicing between the L-shaped hinge 1322 and the top panel connecting frame 112 is achieved.

Other portions of this embodiment are the same as any of embodiments 1 to 6 described above, and thus will not be described again.

Example 8:

The present embodiment is further optimized based on any one of the above embodiments 1 to 7, where the top panel main runner 124 is an integral top panel main runner, the integral top panel main runner is an integral keel structure, and the end of the integral top panel main runner is provided with a clamping groove that is clamped with the panel main runner connector 1232, so that the integral top panel main runner has better bearing capacity and can support a larger load.

In another case, the top panel main joist 124 is a double-row continuous-section type top panel main joist, the double-row continuous-section type top panel main joist comprises two continuous-section main joists arranged in parallel and aligned, the two continuous-section main joists are connected with each other through a connecting rib or a connecting seat, and a space is reserved between the ends of the two continuous-section main joists corresponding to the panel main joist connecting piece 1232 to form a connection Duan Kacao clamped with the panel main joist connecting piece 1232; the double-row continuous-section type top panel main keel is installed more conveniently and rapidly.

Further, the ends of the integral top panel main runners and the double row continuous top panel main runners are each provided with a runner connection hole corresponding to the main runner via hole on the panel main runner connector 1232.

Further, the integral top panel main keel is prepared from any one of bamboo, aluminum and steel materials; the double-row continuous section type top panel main keel is prepared from any one of bamboo materials, aluminum materials and steel materials.

Other portions of this embodiment are the same as any of embodiments 1 to 7 described above, and thus will not be described again.

Example 9:

the utility model provides a wall template structure based on convenient fast-assembling of dark sleeve is to drawing, as shown in fig. 10, including corresponding to the shaping wall mould that is set up relatively of wall body both sides to be cast and run through the shaping wall mould of both sides and set up to take up solid subassembly 22, shaping wall mould includes at least two wall template subassemblies 21 of mutual concatenation, wall template subassemblies 21 include wall template frame 212 and set up the wall template 211 in one side of wall template frame 212, the edge of wall template 211 extends to the outside at wall template frame 212 edge and constitutes the public edge structure or is retracted to the inboard at wall template frame 212 edge and constitutes and match the female limit structure of amalgamation with the public edge structure, the wall template frame 212 is provided with a plurality of opening screw grooves 0001 on the edge of corresponding female limit structure one side in a linear way, the corresponding opening screw groove 0001 is provided with screw hole 0002 on the edge of wall template 211; the top of the wall surface template frame 212 is provided with a public edge floor template assembly 25 spliced with the top of the wall surface template 211, and one side edge of the public edge floor template assembly 25, which is close to the early-dismantling top panel assembly 11, extends to the outer side of the top edge of the wall surface template frame 212 to form a public edge structure.

Adjacent wall template assemblies 21 are spliced with the female edge structures through corresponding male edge structures, namely, the male edge structure in one wall template assembly 21 is spliced with the female edge structure in the other wall template assembly 21. When the male edge structure is spliced with the female edge structure, the open screw groove 0001 corresponding to the male edge structure arranged on the edge of the wall surface template frame 212 is aligned with the screw hole 0002 corresponding to the female edge structure arranged on the edge of the wall surface template 211 to form a opposite-pulling channel for the opposite-pulling fastening assembly 22 to pass through, so that the convenient positioning and installation of the opposite-pulling fastening assembly 22 are realized.

Meanwhile, when the tightening and fixing assembly 22 is dismounted subsequently, the wall surface template structure can be dismounted sequentially only after the assemblies except the dark sleeve in the tightening and fixing assembly 22 are dismounted, and then the dark sleeve is knocked along the direction of the small end of the dark sleeve towards the large end, so that the demolding efficiency is greatly improved, and the tightening and fixing assembly 22 is easy to be dismounted without affecting the attractiveness of the wall surface structure. Meanwhile, the wall templates 211 positioned around the joints on two sides of the concrete wall body are tightly propped by the plugs of the tightening and fixing assembly 22, so that the wall templates 211 around the joints are kept flush, the adjacent wall templates 211 are effectively prevented from being staggered, and the surface flatness of the solidified concrete wall body is further ensured.

The edge of the wall surface template 211 is parallel to but not aligned with the edge of the wall surface template frame, the edge of the wall surface template 211 extends to the outer side of the edge of the wall surface template frame to form a public edge structure, the edge of the wall surface template 211 retracts to the inner side of the edge of the wall surface template frame to form a female edge structure, and the extension distance of the wall surface template 211 is slightly larger than the retraction distance of the wall surface template 211, and the extension distance is approximately equal to 3mm.

When adjacent wall units are spliced with each other, the splicing can be realized through the splicing of the public edge structure of one wall unit and the female edge structure of the other wall unit. The edges of two adjacent wall templates 211 are mutually spliced, and as the edges of the wall templates 211 and the edges of the wall template frames are staggered, the joint between two adjacent wall template frames and the joint between two adjacent wall templates 211 are staggered, so that a structure that the wall template frames shield the joint between two adjacent wall templates 211 is actually formed, leakage slurry is prevented from occurring from the joint between the wall templates 211 when concrete is poured between the shaping wall templates on two sides, honeycomb pitting surfaces are prevented from being generated at the joint between the wall templates 211 after concrete wall is solidified, the flatness of the solidified surface of the concrete wall is ensured, and the subsequent plastering operation is avoided.

The top of the wall surface template frame 212 is spliced with the female edge structure of the edge of the early-dismantling top panel assembly 11 through the public edge structure formed by the public edge floor template assembly 25, so that the connection transition between the wall body and the top panel is realized, slurry leakage is effectively avoided, and the forming quality of the transition part is ensured.

Further, an open screw groove is provided on the wall surface template frame 212 along the edge, a screw hole is provided on the edge of the wall surface template 211 corresponding to the open screw groove on the wall surface template frame 212, and a pull-to-pull channel for conveniently installing and positioning the tightening and fixing component 22 is formed by the open screw groove and the screw hole.

Example 10:

This embodiment is further optimized based on any of the above embodiments 1-8, and as shown in fig. 11, 14 and 15, the public land form assembly 25 includes a female floor corner connector 251 disposed on a top side of the wall form frame 212 and a male floor corner connector 252 disposed on a top side of the female floor corner connector 251, the female floor corner connector 251 being connected to a side of the early-dismantling top panel assembly 11, and an edge of the male floor corner connector 252 extending beyond an edge of the wall form frame 212 to form a public edge structure that is spliced with a female edge structure of an edge of the early-dismantling top panel assembly 11.

The connecting holes are correspondingly formed in the side surfaces of the floor internal corner connecting piece 251 and the early-dismantling top panel assembly 11, and connecting pins are inserted between the corresponding connecting holes, so that the connecting structure is simplified, meanwhile, the convenient and stable connection of the wall template frame 212 and the early-dismantling top panel assembly 11 can be realized, and the connection construction efficiency of the wall body and the top panel is improved. Meanwhile, the public side internal corner template 252 of the floor, which is arranged at the top of the floor internal corner connector 251, forms a public side structure and is spliced with a female side structure of the edge of the early-dismantling top panel assembly 11, so that the connection transition between the wall body and the top panel is realized, meanwhile, slurry leakage at the transition part is effectively avoided, and the final forming quality is ensured.

Other portions of this embodiment are the same as any of embodiments 1 to 8 described above, and thus will not be described again.

Example 11:

This embodiment is further optimized on the basis of any one of the above embodiments 1 to 9, as shown in fig. 10 and 13, a reinforcing main rib 23 is disposed on a side of the wall form frame away from the wall form in a horizontal direction, and a footing reinforcing component 24 is disposed on a bottom edge of the wall form frame along a bottom edge of a wall to be poured.

The opposite pulling holes for the opposite tensioning and fixing components 22 to pass through are formed in the opposite pulling channels on the corresponding wall template frames 212 on the reinforcing main ribs 23, after the setting wall molds on two sides are installed on the side surfaces of the corresponding concrete wall, the reinforcing main ribs 23 can be installed on one side, far away from the wall templates 211, of the wall template frames 212, and the reinforcing main ribs 23 are synchronously tensioned through the opposite tensioning and fixing components 22, so that opposite pulling and fixing of the whole setting wall mold are realized. The wall surface template frames 212 can be synchronously connected through the reinforcing main ribs 23, so that the stability of the whole shaping wall mould is improved. Footing reinforcing assembly 24 is used to block the joint between wall form 211 and the ground and to reinforce wall form 211 while avoiding leakage.

Other portions of this embodiment are the same as any of embodiments 1 to 9 described above, and thus will not be described again.

Example 12:

The present embodiment is further optimized based on any one of the above embodiments 1 to 10, as shown in fig. 11 and 12, the wall surface formwork frame 212 is a rectangular integral square frame, one side of the integral square frame is provided with a wall surface formwork 211 to form a wall surface unit, and edges of the integral square frame and edges of the wall surface formwork 211 are staggered to form a public edge structure or a female edge structure. The integral square frame has enough strength to support the wall surface formwork 211, and the adjacent integral square frames are connected through the connecting pins, so that the distance between the connecting pins between the adjacent integral square frames can be increased due to the enough strength of the integral square frames, the consumption of the connecting pins is reduced, and the weight of the connecting structure is effectively reduced while the connecting strength between the integral square frames is ensured.

Other portions of this embodiment are the same as any of embodiments 1 to 10 described above, and thus will not be described again.

Example 13:

This embodiment is further optimized based on any one of embodiments 1 to 12, as shown in fig. 13 to 15, where the wall template frame 212 is a split frame, and the split frame includes a vertical joint female edge 0011 and a vertical joint male edge 0012; the vertical edges on the left side and the right side of the wall surface template 211 are respectively provided with a vertical joint female edge back ridge 0011 or a vertical joint male edge back ridge 0012 along the vertical direction, the edge of the wall surface template 211 is retracted to the inner side of the edge of the vertical joint female edge back ridge 0011 to form a female edge structure, the edge of the wall surface template 211 is extended to the outer side of the edge of the vertical joint male edge back ridge 0012 to form a male edge structure matched and spliced with the female edge structure, the distance from the retraction of the wall surface template 211 to the inner side of the vertical joint female edge back ridge 0011 is slightly smaller than the distance from the extension of the wall surface template 211 to the outer side of the vertical joint male edge back ridge 0012, and the difference between the extension and the retraction is approximately equal to 3mm; the upper part of the vertical joint female edge back ridge 0011 is provided with a plurality of open screw grooves for the tightening and fixing component 22 to pass through in a linear manner along the vertical direction, and screw holes for the arch to pass through of the tightening and fixing component 22 are formed in the edges of two sides of the wall surface template 211 corresponding to the open screw grooves on the vertical joint female edge back ridge 0011.

The splicing end face of the vertical joint public edge back edge 0012 of one wall surface template 211 and the splicing end face of the vertical joint female edge back edge 0011 of the other wall surface template 211 are mutually spliced, namely convenient splicing between two adjacent wall surface templates 211 is realized. A plurality of opening screw grooves are linearly arranged on the vertical joint female edge back ridge 0011. Screw holes are formed in the vertical edge of the wall surface template 211, corresponding to the open screw grooves in the vertical joint female edge back ridge 0011.

When the two adjacent wall templates 211 are spliced, the vertical edges of the two wall templates 211 are aligned and spliced, and at the moment, screw holes on the vertical edges of the two wall templates 211 are spliced to form a opposite-pulling channel for the wall opposite-pulling screw 221 to pass through; meanwhile, the splicing end face of the vertical joint public edge back edge 0012 at the vertical edge of one wall surface template 211 and the splicing end face of the vertical joint female edge back edge 0011 at the vertical edge of the other wall surface template 211 are mutually spliced, at the moment, the vertical joint between the two wall surface templates 211 is shielded by the vertical joint female edge back edge 0011, so that slurry leakage from the vertical joint is effectively avoided when concrete is poured between the wall surface templates 211, the surface flatness of the concrete after solidification is guaranteed, and the plastering operation is avoided.

Other portions of this embodiment are the same as any of embodiments 1 to 12 described above, and thus will not be described again.

Example 14:

The present embodiment is further optimized on the basis of any one of the foregoing embodiments 1 to 13, as shown in fig. 14 and 15, the split frame further includes a transverse seam leakage-proof reinforcement back edge 0013 disposed corresponding to the transverse edges of the upper and lower sides of the wall surface formwork 211, a plurality of open screw grooves for passing through the tightening assembly 22 are linearly disposed on the transverse seam leakage-proof reinforcement back edge 0013 along the transverse direction, and screw holes for passing through the tightening assembly 22 are disposed on the open screw grooves on the transverse edges of the upper and lower sides of the wall surface formwork 211 corresponding to the transverse seam leakage-proof reinforcement back edge 0013.

The transverse edges between two adjacent wall templates 211 are spliced to form a transverse joint, then the transverse joint leakage-proof slurry reinforcement back edge 0013 is arranged corresponding to the transverse joint, the transverse joint leakage-proof slurry reinforcement back edge 0013 is arranged across the transverse joint, namely the transverse joint leakage-proof slurry reinforcement back edge 0013 completely shields the transverse joint, slurry leakage at the transverse joint is avoided, the surface flatness at the transverse joint after concrete solidification is effectively ensured, and the subsequent plastering operation is avoided.

Other portions of this embodiment are the same as any of embodiments 1 to 13 described above, and thus will not be described again.

Example 15:

Further optimizing the present embodiment on the basis of any one of the above embodiments 1 to 14, as shown in fig. 14 and 15, the area between the vertical edges on the left and right sides of the wall surface template 211 is provided with a vertical plate surface along the vertical direction, and then a reinforcing through back ridge 0014 is installed; one end of the vertical joint female edge back edge 0011 or the vertical joint male edge back edge 0012 is provided with a board connection mounting back edge 0015 along the vertical direction, and the board connection mounting back edge 0015 is used for further connecting and supporting the wall surface template 211 on the upper side or the lower side.

The vertical plate surface rear-mounted reinforced straight-through back edge 0014 is arranged between the vertical edges on the left side and the right side of the wall surface template 211 along the vertical direction, is parallel to the vertical joint female edge back edge 0011 and the vertical joint male edge back edge 0012, a plurality of connecting hinges are linearly arranged on one side of the vertical plate surface rear-mounted reinforced straight-through back edge 0014 along the vertical direction, and the vertical plate surface rear-mounted reinforced straight-through back edge 0014 is fixedly arranged on the plate surface of the wall surface template 211 through the connecting hinges and is used for directly supporting and reinforcing the wall surface template 211.

The top of the wall surface template 211 is transversely provided with a floor internal corner connector 251, two ends of the floor internal corner connector 251 are respectively provided with back edge slots for inserting the ends of the vertical joint female edge back edges 0011 and the ends of the vertical joint male edge back edges 0012, so that a space for conveniently inserting the top ends of the vertical joint female edge back edges 0011 and the top ends of the vertical joint male edge back edges 0012 is formed, and the fixing and limiting of the top ends of the vertical joint female edge back edges 0011 and the top ends of the vertical joint male edge back edges 0012 is used for guaranteeing the stability of the vertical joint female edge back edges 0011 and the vertical joint male edge back edges 0012.

The bottom of the floor internal corner connector 251 is provided with a convex rib, and the end of the riser surface rear-mounted reinforced straight-through back rib 0014 on one side of the wall surface template 211 is provided with a convex rib slot which is spliced with the convex rib at the bottom of the floor internal corner connector 251. Through inserting the bead into the bead slot, and then realize the bottom of floor reentrant corner connecting piece 251 and the convenient connection between the reinforced straight-through back of the body stupefied 0014 top of riser face back dress, through spacing each other between bead and the bead slot, and then effectively guarantee the steadiness of the reinforced straight-through back of the body stupefied 0014 of riser face back dress.

Other portions of this embodiment are the same as any of embodiments 1 to 14 described above, and thus will not be described again.

Example 16:

In this embodiment, as shown in fig. 15, on the basis of any one of embodiments 1 to 15, a transverse seam leakage-proof reinforcement back edge 0013 is transversely disposed on the upper side or the lower side of the wall surface formwork 211, and if the floor internal corner connector 214 is required to be installed on the top of the wall surface formwork 211, the transverse seam leakage-proof reinforcement back edge 0013 is not installed on the top of the wall surface formwork 211, and one side of the transverse seam leakage-proof reinforcement back edge 0013 extends to the outside of the upper side edge or the lower side edge of the current wall surface formwork 211; a plurality of opening screw rod grooves 0001 are linearly arranged on the transverse seam leakage-proof reinforcement back edge 0013 along the transverse direction, and an opening for the reinforcement through back edge 0014 to pass through is arranged behind the vertical plate surface, the opening screw rod grooves 0001 are U-shaped, and the depth of the opening screw rod grooves 0001 is larger than the diameter of the opposite-pull screw rod to be passed through; screw holes 0002 are formed in the edges of the upper side and the lower side of the wall surface template 211, corresponding to the opening screw grooves 0001 on the transverse seam slurry leakage prevention reinforcement back ridge 0013.

Meanwhile, an open screw groove 0001 on the transverse edges of the upper side and the lower side of the wall surface template 211, which are in linear correspondence with the transverse seam slurry leakage prevention reinforcement back edge 0013, is provided with a screw hole 0002, and if the screw hole 0002 is positioned between two end points of the transverse edge, the screw hole 0002 is a half round hole; if the screw hole 0002 is located at the intersection point of the horizontal edge and the vertical edge, the screw hole 0002 is a quarter round hole. Screw holes 0002 on the transverse edges of two adjacent wall templates 211 are spliced to form screw round holes for screw installation, and then opposite-pulling screws are inserted into the open screw grooves 0001 and the screw round holes, so that the wall templates 211 on two sides of the wall can be fastened. Meanwhile, the wall templates 211 on two sides of the transverse joint are tightly propped by the blind sleeve plugs of the opposite-pull screw rods, so that the dislocation of two adjacent wall templates 211 is effectively avoided, and the surface flatness of the subsequently poured concrete after solidification is effectively ensured.

Other portions of this embodiment are the same as any of embodiments 1 to 15, and thus will not be described in detail.

Example 17:

This embodiment is further optimized based on any one of embodiments 1 to 16, and as shown in fig. 17, the footing reinforcing assembly 24 includes a footing L-shaped plate 241 fixed to the bottom of the outer side of the wall form, and a plurality of footing adjusting members 242 capable of sliding inside the footing L-shaped plate 241; one side of the outer side of the L-shaped bottom foot plate 241 is tightly attached to the wall template, and the other side of the L-shaped bottom foot plate is provided with a flexible blocking layer 243, and the flexible blocking layer 243 is tightly attached to the ground; the footing adjusting piece 242 comprises a footing base block 2421 arranged on the inner side of the footing L-shaped plate 241 and a footing fixing block 2422 arranged above the footing L-shaped plate 241, the footing fixing block 2422 is also provided with a plurality of fixing screw holes 2423, and the fixing screw holes 2423 can be provided with fastening bolts fixed with the wall form so as to fix the footing adjusting piece 242 with the wall form; the L-shaped footing plate 241 is also provided with a plurality of footing wedges 244, and the footing wedges 244 can be arranged at the lower part of the footing base block 2421 in the footing adjusting piece 242 to adjust the height of the footing adjusting piece 242 and further adjust the height of the wall form fixed by the footing fixing blocks 2422 in the footing adjusting piece 242.

In a specific embodiment, the footing L-shaped plate 241 with a proper length is selected according to the length of the wall form, and then the footing L-shaped plate 241 is attached to the lower part of the wall form. Then, according to the condition that the wall form needs to be fixed, a proper number of foot adjusting pieces 242 are selected to be arranged on the inner side of the L-shaped plate. The foot adjusting piece 242 consists of a lower foot base block 2421 and an upper foot fixing block 2422, and can be just clamped on one side of the L-shaped plate, which is attached to the wall; the footing fixing block 2422 of the footing adjusting piece 242 is provided with a set screw hole 2423, and a fastening bolt fixed with the wall form can be installed in the set screw hole 2423 to fix the footing adjusting piece 242 with the wall form. The lower part of footing L shaped plate 241 is provided with flexible shutoff layer 243, and when footing L shaped plate 241 and wall form lower part subsides, flexible shutoff layer 243 just can carry out the shutoff with the gap of wall form lower part, when avoiding pouring the concrete, takes place to leak thick liquid.

In case of uneven ground, a foot wedge 244 may be further installed at the lower portion of the foot block 2421 of the foot adjuster 242, and the height of the foot adjuster 242 may be adjusted by the foot wedge 244, thereby adjusting the height of the wall form fixed by the foot fixing block 2422 of the foot adjuster 242.

When the wall face template is removed, after the fastening bolts between the footing L-shaped plate 241 and the concrete floor are removed by the electric tool, the fastening bolts integrally move from the bottom face of the wall face template, after the footing L-shaped plate 241 is loosened, the wall face template and the footing L-shaped plate 241 are separated, and then the fastening bolts are removed sequentially.

Other portions of this embodiment are the same as any of embodiments 1 to 16 described above, and thus will not be described again.

Example 18:

The embodiment is further optimized on the basis of any one of the above embodiments 1 to 17, as shown in fig. 16, the tightening and fixing assembly 22 includes a wall surface opposite pulling screw 221, a conical rotary tower sleeve 222, a conical rotary tower plug 223, and a mountain-shaped clamping and fixing assembly 224, the wall surface opposite pulling screw 221 is installed through opposite pulling channels on two side shaping wall molds, the rod section of the wall surface opposite pulling screw 221 between the two side shaping wall molds is sleeved with the conical rotary tower sleeve 222 and the conical rotary tower plug 223, and the small end of the conical rotary tower sleeve 222 and the small end of the conical rotary tower plug 223 are both far away from the wall surface template 211 and are mutually in interference arrangement; the wall-facing pull screw 221 is provided with a gable clip fastening assembly 224 for tightening the wall-fixing form 211 at one end thereof extending outside the shaping form.

The wall surface pulling screw 221 penetrates and extends into the opening screw groove at the edge of the wall surface template frame in the other side shaping wall die and the screw notch at the edge of the wall surface template 211 from the opening screw groove at the edge of the wall surface template frame in the one side shaping wall die and the screw notch at the edge of the wall surface template 211, so that positioning and installation between the two side shaping wall dies are realized. Meanwhile, a conical rotary tower sleeve 222 and a conical rotary tower plug 223 are sleeved on a pole section between the wall templates 211 on two sides of the wall face opposite-pull screw 221, the large end of the conical rotary tower sleeve 222 and the large end of the conical rotary tower plug 223 are respectively attached to the wall templates 211 on two sides, the small end of the conical rotary tower sleeve 222 and the small end of the conical rotary tower plug 223 are far away from the wall templates 211, and the small end of the conical rotary tower sleeve 222 and the small end of the conical rotary tower plug 223 are mutually spliced and abutted. The wall face is to drawing the both ends of screw 221 respectively from the wall face template frame edge's of both sides to drawing the passageway extension to the outside of wall template frame and the cover is equipped with mountain shape chucking and admittedly subassembly 224, the mountain shape card of both sides is tight with wall face to drawing screw 221 through the subassembly 224, and then realize carrying out to taut solid to the wall template 211 of both sides, the wall template 211 top of both sides is tight respectively to the big end of cone spiral tower sleeve pipe 222 and the big end of cone spiral tower end cap 223 simultaneously for the wall template 211 around the seam keeps flushing, effectively prevents that the wall template 211 from taking place the wrong platform around the seam, and then guarantees the surface smoothness after the concrete wall body solidifies.

Other portions of this embodiment are the same as any of embodiments 1 to 17 described above, and thus will not be described again.

Example 19:

The present embodiment is further optimized on the basis of any one of the foregoing embodiments 1 to 18, as shown in fig. 18, the fast-assembling early-dismantling beam wall structure 3 includes a beam support assembly 31, a beam bottom keel end fixed connector 33, and a beam structure formwork assembly 34, the top of the beam support assembly 31 is buckled and mounted with the beam bottom keel end fixed connector 33, the beam structure formwork assembly 34 includes a beam wall bottom plate 341, beam wall side plates 342 symmetrically disposed on two sides of the beam wall bottom plate 341, and beam wall female corner floor formworks 343 disposed on the top of the beam wall side plates 342 for splicing with the early-dismantling top panel assembly 11, and bottoms of the beam wall side plates 342 on two sides extend to the lower side of the bottom end surface of the beam wall bottom plate 341 and form a beam bottom groove with the beam wall bottom plate 341 to be buckled with the beam bottom support 33; the tops of the beam wall side plates 342 on both sides extend to the upper side of the top end face of the beam wall bottom plate 341 and form a beam concrete pouring area with the top end face of the beam wall bottom plate 341.

The top of the beam support assembly 31 is provided with a groove for the buckling installation of the beam bottom keel end fixed connecting piece 33, so that the beam bottom keel end fixed connecting piece 33 is rapidly positioned and installed at the top of the beam support assembly 31. Meanwhile, beam side plates 342 are symmetrically spliced on the left side and the right side of the beam bottom plate 341, an H-shaped structure is formed between the beam side plates 342 on the left side and the right side and the beam bottom plate 341, namely, the bottoms of the beam side plates 342 on the left side and the right side extend below the bottom end face of the beam bottom plate 341 and form a beam bottom groove buckled with the top of the beam bottom keel end fixed connecting piece 33, and the tops of the beam side plates 342 on the left side and the right side extend above the top end face of the beam bottom plate 341 and form a beam wall pouring groove for pouring concrete. Through the lock installation between the roof beam end recess and the roof beam end fossil fragments end fixed connection spare 33 top, realize the convenient location installation of whole roof beam structure template subassembly 34 at roof beam end fossil fragments end fixed connection spare 33 top, support the concrete through the beam wall pouring recess that constitutes between roof beam curb plate 342 and the roof beam bottom plate 341 simultaneously, effectively mould the concrete. Meanwhile, the strip-shaped beam structure template assembly 34 can effectively avoid concentration of concrete load at one point, further effectively avoid cracking or sinking of concrete, and effectively ensure quality of the solidified concrete after beam forming and safety in the construction process.

Meanwhile, the top parts of the beam side plates 342 on the left side and the right side are respectively provided with a horizontal beam wall internal corner floor template 343, and one end of the beam wall internal corner floor template 343, which is close to the inner side surface of the beam side plate 342, is flush with the inner side surface of the beam side plate 342, so that the concrete shaping is not influenced; the other end of the beam wall inside corner floor template 343 extends to the outside of the beam side plate 342 and is used for splicing with the top connecting panel assembly, so that the rapid transition splicing between the beam wall and the top connecting panel is realized.

Other portions of this embodiment are the same as any of embodiments 1 to 18 described above, and thus will not be described again.

Example 20:

The present embodiment is further optimized based on any one of the foregoing embodiments 1 to 19, as shown in fig. 18, and further includes a beam wall female corner floor form support connection keel 344, wherein the beam wall female corner floor form support connection keel 344 is disposed between a bottom end surface of the beam wall female corner floor form 343 and a side surface of the beam side plate 342, and a side edge of the beam wall female corner floor form 343, which is far away from the beam side plate 342, extends to an outer side of the edge of the beam wall female corner floor form support connection keel 344 to form a public edge structure matched and spliced with a parent edge structure of the edge of the early-dismantling top panel assembly 11, the convenient splicing between the beam wall structure and the top connection panel structure is realized by splicing the public edge structure and the parent edge structure, and a board seam is formed by splicing between the beam wall female corner floor form 343 and the top connection panel 111, and the board seam is formed by splicing between the beam wall female corner floor form a frame seam 344 and the top panel connection frame 112, so that when concrete is poured at a top of the beam structure form assembly 34 and the top connection panel assembly, slurry is effectively avoided from the seam, and further, the subsequent concrete leakage is avoided, and the subsequent concrete floor is avoided from being caused.

The beam wall internal corner floor formwork support connection keel 344 is used for supporting and reinforcing the beam wall internal corner floor formwork 343 and the beam side plates 342, so that the beam side plates 342 are prevented from shifting and deforming under the action force of concrete expansion.

Other portions of this embodiment are the same as any of embodiments 1 to 19 described above, and thus will not be described again.

Example 21:

19-22, the beam supporting assembly 31 comprises a beam supporting main keel 315, a beam supporting lifting screw assembly 314, a beam main keel tray 311 arranged at the top of the beam supporting lifting screw assembly 314, a beam supporting connection jacking 312 arranged at the top of the beam main keel tray 311, a beam positioning adjustment supporting jacking 313 arranged at the top of the beam supporting connection jacking 312 in a sliding manner, wherein the top end of the beam supporting lifting screw assembly 314 penetrates through the beam main keel tray 311 upwards and is connected with the bottom of the beam supporting connection jacking 312, and the beam supporting main keel 315 is installed between the beam supporting connection jacking 312 and the beam main keel tray 311 in a laterally symmetrical clamping manner; the top of the beam support connecting jacking 312 is movably buckled with a beam positioning adjusting supporting jacking 313, and a beam bottom keel end fixed connecting piece 33 is installed at the top of the beam positioning adjusting supporting jacking 313 in a clamping manner.

The top of the beam wall lifting support assembly 314 continues to extend upwards through the threaded hole or the insertion through hole in the beam main joist tray 311 and is connected with the bottom of the beam support connection jacking 312, and meanwhile the beam support connection jacking 312 is buckled and installed at the top of the beam main joist tray 311. And the left and right sides of the beam support connection jacking 312 and the left and right sides of the top of the beam main keel tray 311 form a space for the insertion of the beam support main keel 315, so that the beam support main keel 315 is conveniently installed. The other end of the beam support main keel 315 is provided with a connecting fastener, and the connecting fastener is connected with an adjacent beam support vertical rod or plate support vertical rod to form an integral structure, so that the stability and the supporting force of the beam wall supporting structure are greatly improved.

The beam positioning adjusting supporting jacking 313 is used for directly supporting the beam bottom keel end fixed connecting piece 33, and the clamping groove which is equal to or slightly larger than the bottom width of the beam bottom keel end fixed connecting piece 33 is formed in the top of the beam positioning adjusting supporting jacking 313 so that the beam bottom keel end fixed connecting piece 33 can be positioned and installed quickly, and the installation and construction efficiency is improved. The beam positioning adjustment support jacking 313 and the beam support connection jacking 312 can relatively slide at a certain distance, so that the installation position of the beam positioning adjustment support jacking 313 at the top of the beam support connection jacking 312 is adjusted, and finally the installation position of the beam structure template assembly 34 is adjusted, so that the beam structure template assembly 34 and the early-dismantling top panel assembly 11 are more tightly spliced, and the problem that a splicing gap exists between the beam structure template assembly 34 and the early-dismantling top panel assembly 11 due to the perpendicularity error of the beam support assembly 31 or manual installation can be effectively solved.

Other portions of this embodiment are the same as any of embodiments 1 to 20 described above, and thus will not be described again.

Example 22:

The present embodiment is further optimized based on any one of the above embodiments 1 to 21, as shown in fig. 19 and 20, the other end of the beam supporting main keel 315 is a connection end and is provided with a U-shaped groove, two opposite side walls of the U-shaped groove are correspondingly provided with insertion openings, the connection fasteners are connection wedges inserted between the insertion openings on two sides, and adjacent beam supporting uprights or plate supporting uprights are limited in the U-shaped groove by the connection wedges, so that convenient connection between the beam supporting main keel 315 and the adjacent beam supporting uprights or plate supporting uprights is realized.

The other end of the beam support main keel 315 is a connecting end and is provided with a connecting lug, a connecting pin is inserted on the connecting lug along the vertical direction, a connecting fastener is a hoop hinged with the connecting pin, and the hoop is used for directly holding and clamping adjacent beam support vertical rods or plate support vertical rods.

The beam support main keel 315 is quickly connected with the adjacent support structure through the connecting structure, so that the construction efficiency of the whole support system is greatly improved, and the stability and safety of the whole support system are improved.

Other portions of this embodiment are the same as any of embodiments 1 to 21 described above, and thus will not be described again.

Example 23:

The present embodiment is further optimized based on any one of the above embodiments 1 to 22, as shown in fig. 19 to 21, and further includes Liang Chuli an inclined support assembly 317 and a beam wall inclined support assembly 318, liang Chuli, wherein one end of the inclined support assembly 317 is movably connected with the bottom of the beam support main keel 315, and the other end of the Liang Chuli inclined support assembly 317 and the end of the beam support main keel 315 are both provided with connection fasteners, and the connection fasteners are used for connecting with adjacent beam support uprights or plate support uprights to form an integral support structure; one end of the beam wall diagonal bracing assembly 318 is movably connected with the top of the beam support main keel 315, and the other end of the beam wall diagonal bracing assembly 318 is arranged corresponding to the side face of the beam structure formwork assembly 34.

Liang Chuli the diagonal bracing assembly 317, the beam support main joist 315 and the adjacent support structure form a triangular structure to further promote the stability of the support system.

The beam wall diagonal bracing assembly 318, the beam support main joist 315 and the side surfaces of the beam side plates 342 form a triangular structure, so that the stability of the beam structure template assembly 34 is effectively improved, and meanwhile, the beam side plates 342 and the beam bottom plate 341 are spliced more tightly, and slurry leakage is effectively prevented.

Other portions of this embodiment are the same as any of embodiments 1 to 22 described above, and thus will not be described again.

Example 24:

this embodiment is further optimized based on any one of the foregoing embodiments 1 to 23, as shown in fig. 19, the Liang Chuli diagonal brace assembly 317 includes a booster diagonal brace 3171 and a booster diagonal brace connecting fastener 3172, one end of the booster diagonal brace 3171 is hinged to the bottom of the beam support main keel 315, the other end of the booster diagonal brace 3171 is a connecting end and is hinged to the booster diagonal brace connecting fastener 3172, and the booster diagonal brace connecting fastener 3172 is disposed corresponding to the connecting end of the beam support main keel 315 and is used for connecting adjacent support structures.

The helping hand oblique support beam 3171 is U type frame beam structure, and helping hand oblique support beam 3171's one end extends to between beam support main joist 315 bottom both ends and is articulated with beam support main joist 315 bottom through the articulated shaft, and helping hand oblique support beam 3171's the other end is the link and is provided with the articulated journal stirrup, runs through on the articulated journal stirrup and is provided with the articulated shaft and articulates with helping hand oblique support connection fastener 3172 through the articulated shaft. The helping hand bearing diagonal connecting fastener 3172 is for the staple bolt or the connecting fastener such as connecting buckle that corresponds pillar or branch setting in the adjacent supporting member, and then realizes the convenient connection between helping hand bearing diagonal 3171's the link and the adjacent supporting member, and then realizes that cooperation roof beam supports main joist 315 and supports reinforcing whole roof beam wall bearing structure, effectively promotes whole roof beam wall bearing structure's steadiness.

Other portions of this embodiment are the same as any of embodiments 1 to 23 described above, and thus will not be described again.

Example 25:

The present embodiment is further optimized based on any one of the foregoing embodiments 1 to 24, as shown in fig. 19, the beam wall diagonal bracing assembly 318 includes a beam wall diagonal bracing telescopic assembly 3181 and a beam wall diagonal bracing connecting fastener 3182, one end of the beam wall diagonal bracing telescopic assembly 3181 is hinged to the top of the beam support main keel 315, the other end of the beam wall diagonal bracing telescopic assembly 3181 is a connecting end and is provided with the beam wall diagonal bracing connecting fastener 3182, and the beam wall diagonal bracing connecting fastener 3182 is set corresponding to the beam side plate 342.

The inclined support telescopic component 3181 comprises a first sleeve, a second sleeve, an adjusting screw rod and an adjusting nut, one end of the first sleeve is hinged to the top of the beam support main keel 315 through a connecting pin, a threaded hole for installing the adjusting screw rod in a threaded mode is formed in the other end of the first sleeve, one end of the adjusting screw rod is installed inside the threaded hole of the first sleeve in a threaded mode, the other end of the adjusting screw rod is connected with one end of the second sleeve, and the other end of the second sleeve is connected with the connecting end and is provided with a beam wall inclined support connecting fastener 3182. Meanwhile, an adjusting nut is sleeved on the adjusting screw rod, the adjusting screw rod is driven to rotate by rotating the adjusting nut, and then the second sleeve and the first sleeve are driven to linearly approach or depart along the axial direction, so that the beam wall inclined support telescopic component 3181 is telescopic. The beam side plates 342 of different heights are compatibly supported and reinforced by the extension and retraction of the beam wall diagonal bracing extension and retraction assembly 3181.

The beam wall inclined support connecting fastener 3182 is any one of a connecting hoop, a connecting buckle and a connecting clamping seat.

Other portions of this embodiment are the same as any of embodiments 1 to24 described above, and thus will not be described again.

Example 26:

the present embodiment is further optimized based on any one of the foregoing embodiments 1 to 25, as shown in fig. 19 and 22, and further includes a beam bottom formwork fixing assembly 316 disposed at the top of the beam positioning adjustment support top 313, where the beam bottom formwork fixing assembly 316 includes a beam wall formwork fixing bolt 3161, a beam wall formwork fixing plug 3162, and mounting lugs 3163, the front and rear sides of the top of the beam positioning adjustment support top 313 are symmetrically provided with mounting lugs 3163, the mounting lugs 3163 on the front and rear sides are threaded with beam wall formwork fixing bolts 3161, and the bottom of the end portion of the beam wall formwork fixing bolt 3161 corresponding to the beam bottom keel end fixing connector 33 is provided with a beam wall formwork fixing plug 3162.

When the ends of the adjacent beam structure formwork assemblies 34 are spliced, the ends of the adjacent two beam bottom keel end fixed connectors 33 are synchronously placed at the top of the same beam positioning adjustment support jacking 313, and the bottoms of the ends of the two beam bottom keel end fixed connectors 33 are located between the beam wall formwork fixed jacks 3162 on two sides. After the installation position of the beam bottom keel end fixed connecting pieces 33 is adjusted, the beam wall template fixed jacks 3162 on two sides can be driven to be close to each other through rotating the beam wall template fixed bolts until the beam wall template fixed jacks 3162 on two sides clamp the bottoms of the end parts of the two beam bottom keel end fixed connecting pieces 33, so that the fixing of the two beam bottom keel end fixed connecting pieces 33 is realized.

Other portions of this embodiment are the same as any of embodiments 1 to 25 described above, and thus will not be described again.

Example 27:

The present embodiment is further optimized on the basis of any one of the above embodiments 1 to 26, where the beam support connection jacking 312 includes a beam wall U-shaped connector and a beam wall connection sleeve, the beam wall U-shaped connector is opened and fastened down to the top of the beam main joist tray 311, the beam wall connection sleeve is installed at the bottom of the top end plate of the beam wall U-shaped connector, and the bottom of the beam wall connection sleeve is connected to the top end of the beam wall lifting support assembly 314; the two sides of the two opposite side walls of the beam wall U-shaped connecting piece are correspondingly provided with connecting piece holes for connecting the beam support main joist 315, and the middle parts of the two opposite side walls of the beam wall U-shaped connecting piece are correspondingly provided with connecting piece kidney-shaped holes penetrating through the top of the beam wall connecting sleeve.

The beam positioning adjusting support jacking 313 comprises a beam wall U-shaped supporting piece with a clamping groove and a beam bottom template fixing assembly 316 at the top, the beam wall U-shaped supporting piece is downwards buckled on the outer side of the top of the beam wall U-shaped connecting piece, connecting piece holes on two opposite side walls of the beam wall U-shaped supporting piece, which correspond to the beam wall U-shaped connecting piece, are provided with beam positioning adjusting support jacking kidney-shaped holes, and middle parts of two opposite side walls of the beam wall U-shaped supporting piece, which correspond to the connecting piece kidney-shaped holes on the beam wall U-shaped connecting piece, are provided with beam positioning adjusting support jacking connecting holes.

The beam wall connecting sleeve corresponds to the threaded hole or the inserting through hole on the beam main joist tray 311 and is coaxially arranged at the central position of the bottom of the top end plate of the beam wall U-shaped connecting piece, and the bottom of the beam wall connecting sleeve corresponds to the top end of the beam wall lifting support assembly 314 and is provided with a connecting threaded hole or a connecting through hole, so that the convenient connection with the top end of the beam wall lifting support assembly 314 is realized.

The bottom end faces of the two opposite side walls of the beam wall U-shaped connecting piece are flush and fit with the top end face of the beam main joist tray 311, so that the U-shaped connecting piece is prevented from shaking, and a space for inserting one end of the beam support main joist 315 is formed between the top end face of the U-shaped connecting piece and the top end face of the beam main joist tray 311 in a bilateral symmetry mode. The left side and the right side of the two opposite side walls of the beam wall U-shaped connecting piece are respectively and correspondingly provided with a connecting piece hole in a penetrating way, one end of the beam support main keel 315 is provided with a connecting hole corresponding to the connecting piece hole, one end of the beam support main keel 315 is inserted into a space formed between the beam wall U-shaped connecting piece and the beam main keel tray 311, then connecting pieces such as connecting bolts are inserted into the aligned connecting piece holes and the connecting holes, and therefore the beam support main keel 315 can be conveniently and rapidly installed in bilateral symmetry between the U-shaped connecting piece and the beam main keel tray 311.

Connecting bolts are inserted between the connecting piece holes and the beam positioning adjusting support jacking kidney-shaped holes, connecting bolts are inserted between the connecting piece kidney-shaped holes and the beam positioning adjusting support jacking connecting holes, and the connecting bolts can slide along the beam positioning adjusting support jacking kidney-shaped holes or the connecting piece kidney-shaped holes through matching of the holes, so that the relative sliding connection between the beam positioning adjusting support jacking 313 and the beam supporting connecting jacking 312 is realized, the installation position of the beam positioning adjusting support jacking 313 at the top of the beam supporting connecting jacking 312 is flexibly adjusted, and finally the flexible adjustment of the installation position of the beam wall template is realized.

Other portions of this embodiment are the same as those of embodiments 1 to 26 described above, and thus will not be described again.

Example 28:

the present embodiment is further optimized based on any one of the above embodiments 1 to 27, and locking devices are installed between the beam positioning adjustment support jacking waist-shaped hole on the beam wall U-shaped support and the connecting piece hole on the beam wall U-shaped connecting piece, and between the beam positioning adjustment support jacking connecting hole on the beam wall U-shaped support and the connecting piece waist-shaped hole on the beam wall U-shaped connecting piece.

The locking device is a locking bolt, the locking bolt passes through the beam positioning adjusting supporting jacking kidney-shaped hole and the connecting piece hole or passes through the beam positioning adjusting supporting jacking connecting hole and the connecting piece kidney-shaped hole, so that the beam positioning adjusting supporting jacking 313 can be conveniently installed at the top of the beam supporting connecting jacking 312, and meanwhile, the locking bolt slides along the connecting piece kidney-shaped hole or the beam positioning adjusting supporting jacking kidney-shaped hole, so that the installation position of the beam positioning adjusting supporting jacking 313 on the beam supporting connecting jacking 312 can be adjusted. Then, the locking bolts can be sleeved with locking nuts and the locking nuts are screwed down, so that the side walls of the beam positioning adjusting supporting jacking 313 are clamped by the locking nuts, and the beam positioning adjusting supporting jacking 313 is conveniently fixed.

Other portions of this embodiment are the same as any of embodiments 1 to 27 described above, and thus will not be described again.

Example 29:

The present embodiment is further optimized based on any one of the foregoing embodiments 1 to 28, as shown in fig. 23, and further includes Liang Qiangliang a bottom clamping assembly 32, liang Qiangliang a bottom clamping assembly 32 including a first chuck 321, a second chuck 322, an adjusting assembly 323, and a fall protection assembly 324, where the first chuck 321 and the second chuck 322 correspond to two beam side plates 342 on two sides respectively, are installed at two ends of the adjusting assembly 323, and the adjusting assembly 323 drives the second chuck 322 to move toward a direction close to the first chuck 321 to clamp two beam side plates 342 on two sides, so that the beam side plates 342 and the beam bottom plate 341 are spliced more tightly, and the seam leakage between the beam side plates 342 and the beam bottom plate 341 is effectively avoided while the stability of the whole beam structure template assembly 34 is ensured.

Further, a locking beam is arranged between the clamping surface of the first clamping head 321 and the side surface of the beam side plate 342 on one side and between the clamping surface of the second clamping head 322 and the side surface of the beam side plate 342 on the other side, the clamping surface of the first clamping head 321 and the clamping surface of the second clamping head 322 are correspondingly provided with anti-falling assemblies 324 for limiting the locking beam, and the limiting ends of the anti-falling assemblies 324 penetrate through the clamping surface of the first clamping head 321 or the clamping surface of the second clamping head 322 and extend to the upper side of the locking beam so as to limit the clamping stress direction of the locking beam and prevent the beam bottom clamping assemblies from falling off from the locking beam. By arranging the fore shaft beam, the first clamping head 321 and the second clamping head 322 are prevented from directly carrying out point clamping on the beam side plate 342, but are converted into surface clamping of the fore shaft beam on the beam side plate 342, so that the beam side plate 342 is effectively prevented from being deformed.

Other portions of this embodiment are the same as any of embodiments 1 to 28 described above, and thus will not be described again.

Example 30:

The present embodiment is further optimized based on any one of the foregoing embodiments 1 to 29, where a vertical mounting groove is formed on a side, away from the second chuck 322, of the first chuck 321 and a side, away from the first chuck 321, of the second chuck 322, and a plurality of mounting holes, which are communicated with the mounting groove, are linearly formed on a clamping surface of the first chuck 321 and a clamping surface of the second chuck 322 from top to bottom, and a fall protection assembly 324 is installed in the mounting holes, and by installing fall protection assemblies in different mounting holes, the installation height of the fall protection assemblies is adjusted to adapt to clamping and hanging with locking beams with different heights, so that limiting of the Liang Qiangliang bottom clamping assembly 32 is achieved.

Further, the anti-falling assembly 324 comprises a limit nut and a limit plug, wherein one end of the limit plug is provided with a connecting screw rod extending from the clamping surface to the mounting hole and extending to the inside of the mounting groove, and the end of the connecting screw rod extending to the inside of the mounting groove is provided with the limit nut in a threaded sleeve manner.

Other portions of this embodiment are the same as any of embodiments 1 to 29 described above, and thus will not be described again.

Example 31:

The present embodiment is further optimized based on any one of the foregoing embodiments 1 to 30, where the adjusting assembly 323 includes a clamping adjusting screw, and a clamping adjusting nut, where one end of the clamping adjusting screw is connected to the bottom of the first chuck 321, the other end of the clamping adjusting screw penetrates through the bottom of the second chuck 322 and is connected to the bottom of the second chuck 322 by threads, the side, away from the first chuck 321, of the second chuck 322 corresponding to the threads of the clamping adjusting nut is sleeved on the other end of the clamping adjusting screw, and the end surface of the clamping adjusting nut contacts with the side, away from the first chuck 321, of the second chuck 322.

By rotating the clamping adjusting nut, the end face of the clamping adjusting nut pushes the second chuck 322 towards the direction approaching to the first chuck 321, and the second chuck 322 is driven to approach to the first chuck 321.

Other portions of this embodiment are the same as any of embodiments 1 to 30 described above, and thus will not be described again.

Example 32:

The present embodiment is further optimized on the basis of any one of the above embodiments 1 to 31, where the beam support lifting screw assembly 314 includes a beam wall lifting support screw, a beam wall lifting adjustment ring, and a beam wall lifting adjustment rubber sleeve, the top end of the beam wall lifting support screw penetrates the beam main joist tray 311 upwards and is in threaded connection with the top of the beam support connection jacking 312, the beam wall lifting adjustment ring is sleeved on one end of the beam wall lifting support screw, which is far away from the beam support connection jacking 312, and the bottom of the beam wall lifting adjustment ring is provided with the beam wall lifting adjustment rubber sleeve.

The top of Liang Qiangliang wall lifting support screw upwards penetrates through the threaded hole or the insertion through hole in the beam main joist tray 311 and upwards extends, and is in threaded connection with the bottom of the beam support connection jacking 312, so that the beam support connection jacking 312 is conveniently installed at the top of the beam wall lifting support screw. Meanwhile, a beam wall lifting adjusting ring is sleeved on the bottom of the beam wall lifting supporting screw in a threaded mode, the beam wall lifting supporting screw is driven to linearly move along the vertical direction through rotating the adjusting ring, the supporting height of the beam main joist tray 311 and the beam supporting connection jacking 312 is adjusted, and finally flexible adjustment of the supporting height of the beam wall template is achieved. Liang Qiangliang wall lifting adjusting rubber sleeves effectively guarantee stability of the beam wall when the beam wall lifting supporting screw rod moves, so that the whole beam wall supporting structure is firmer and not easy to shake.

Other portions of this embodiment are the same as any of embodiments 1 to 31 described above, and thus will not be described again.

The above is only a preferred embodiment of the present invention, and the present invention is not limited in any way, and any simple modification and equivalent changes of the above embodiments according to the technical substance of the present invention fall within the protection scope of the present invention.

Claims

1. The utility model provides a roof beam, wall, face combination fast-assembling early tear structure open, its characterized in that, including early tear open top panel structure (1), the fast-assembling wall structure of to drawing (2), fast-assembling early tear open roof beam wall structure (3) of mutually concatenation, early tear open top panel structure (1) include at least two parallel arrangement's early tear open top panel subassembly (11), splice each other or splice through early tear open bar supporting strip subassembly (13) between adjacent early tear open top panel subassembly (11), the bottom of early tear open bar supporting strip subassembly (13) is provided with top panel fossil fragments supporting component (12) that are used for supporting early tear open bar supporting strip subassembly (13); the edge of the early-dismantling strip-shaped supporting belt assembly (13) is a public edge structure of which the panel extends to the outer side of the frame, and the edge of the early-dismantling top panel assembly (11) is a female edge structure of which the panel retracts to the inner side of the frame or a public edge structure of which the panel extends to the outer side of the frame;

The opposite-pull quick-mounting wall structure (2) comprises two opposite-mounted shaping wall dies and opposite-pull fastening assemblies (22) which penetrate through the shaping wall dies at two sides, and a wall concrete pouring area is formed between the shaping wall dies at two sides; the shaping wall mould comprises at least two wall surface template assemblies (21) which are spliced with each other, and a pull-to-pull channel for a pull-to-pull fixing assembly (22) to pass through and be installed is arranged at the edge of the wall surface template assembly (21); the top of the wall surface template assembly (21) is provided with a public edge floor template assembly (25) flush with the early-dismantling top panel assembly (11), one side edge of the public edge floor template assembly (25) close to the early-dismantling top panel assembly (11) is a public edge structure with a panel extending to the outer side of the frame, and the public edge floor template assembly (25) is correspondingly spliced with a female edge structure at the edge of the early-dismantling top panel assembly (11) through the public edge structure;

The quick-assembly and early-disassembly beam wall structure (3) comprises a beam supporting component (31) and a beam bottom keel end fixed connecting piece (33) movably mounted at the top of the beam supporting component (31), a U-shaped beam structure template component (34) is mounted at the top of the beam bottom keel end fixed connecting piece (33) in a clamping manner to form a beam concrete pouring area, one side, close to the early-disassembly top panel component (11), of the top of the beam structure template component (34) is a public edge structure spliced with a parent edge structure at the edge of the early-disassembly top panel component (11), and the beam concrete pouring area at the top of the beam structure template component (34) is in butt joint with a wall concrete pouring area between the shaping wall molds at two sides;

The top panel keel supporting assembly (12) comprises a top panel screw rod lifting assembly (121) and a panel main keel tray (122) arranged at the top of the top panel screw rod lifting assembly (121), and a strip supporting belt jacking (123) is movably clamped and arranged at the top of the panel main keel tray (122); a top panel main keel (124) is arranged between the panel main keel tray (122) and the strip-shaped supporting belt jacking (123); the top of the strip-shaped supporting belt jacking (123) is provided with an early-dismantling strip-shaped supporting belt assembly (13), and the top of the top panel main keel (124) is provided with an early-dismantling top panel assembly (11);

The top panel keel supporting assembly (12) comprises a top panel screw rod lifting assembly (121) and a panel main keel tray (122) arranged at the top of the top panel screw rod lifting assembly (121), a panel main keel lug-shaped connecting piece (125) is movably clamped and arranged at the top of the panel main keel tray (122), and top panel main keels (124) are symmetrically clamped and arranged on the left side and the right side of the panel main keel lug-shaped connecting piece (125); the top of the panel main joist ear-shaped connecting piece (125) is clamped with a strip-shaped supporting band secondary joist supporting seat (126), the top of the strip-shaped supporting band secondary joist supporting seat (126) is provided with an early-dismantling strip-shaped supporting band assembly (13), and the top of the top panel main joist (124) is provided with an early-dismantling top panel assembly (11);

The wall surface template assembly (21) comprises a wall surface template frame (212) and a wall surface template (211) arranged on one side of the wall surface template frame (212), wherein the edge of the wall surface template (211) extends to the outer side of the edge of the wall surface template frame (212) to form a public edge structure or retracts to the inner side of the edge of the wall surface template frame (212) to form a female edge structure matched and split with the public edge structure, a plurality of opening screw grooves (0001) are linearly arranged on the edge of the wall surface template frame (212) corresponding to one side of the public edge structure, and screw holes (0002) are formed on the edge of the wall surface template (211) corresponding to one side of the female edge structure corresponding to the opening screw grooves (0001); the top of the wall surface template frame (212) is provided with a public edge floor template assembly (25) spliced with the top of the wall surface template (211), and one side edge of the public edge floor template assembly (25) close to the early-dismantling top panel assembly (11) extends to the outer side of the top edge of the wall surface template frame (212) to form a public edge structure.

2. The beam, wall and panel combination quick-release structure according to claim 1, wherein the public edge floor formwork assembly (25) comprises a floor female corner connector (251) arranged on the top side of the wall formwork frame (212) and a floor male female corner formwork (252) arranged on the top of the floor female corner connector (251), the floor female corner connector (251) is connected with the side of the quick-release top panel assembly (11), and the edge of the floor male corner formwork (252) extends to the outer side of the edge of the wall formwork frame (212) to form a public edge structure spliced with the female edge structure of the edge of the quick-release top panel assembly (11).

3. The beam, wall and plate surface combined quick-assembling and quick-disassembling structure according to claim 2, wherein a reinforcing main rib (23) is arranged on one side, far away from the wall surface template (211), of the wall surface template frame (212) along the horizontal direction, and a footing reinforcing component (24) is arranged at the bottom of the wall surface template frame (212) along the bottom edge of a wall to be poured.

4. The beam, wall and plate combined quick-assembly and quick-disassembly structure according to claim 1, wherein the beam structure template assembly (34) comprises a beam bottom plate (341), beam side plates (342) symmetrically arranged on two sides of the beam bottom plate (341), and a beam wall female angle floor template (343) arranged on the top of the beam side plates (342) and used for being spliced with the quick-disassembly top panel assembly (11), wherein the bottoms of the beam side plates (342) on two sides extend to the lower side of the bottom end face of the beam bottom plate (341) and form a beam bottom groove clamped with a beam bottom keel end fixed connector (33) with the beam bottom plate (341); the tops of the beam side plates (342) on the two sides extend to the upper side of the top end face of the beam bottom plate (341) and form a beam concrete pouring area with the top end face of the beam bottom plate (341).

5. The beam, wall and panel combination quick-release structure of claim 4, further comprising a beam wall inside corner floor form support connection keel (344) and Liang Qiangliang bottom clamping assembly (32), wherein the beam wall inside corner floor form support connection keel (344) is disposed between a bottom end face of the beam wall inside corner floor form (343) and a side face of the beam side panel (342), and a side edge of the beam wall inside corner floor form (343) away from the beam side panel (342) extends to an outside of the edge of the beam wall inside corner floor form support connection keel (344) to form a common edge structure spliced with a bus structure of the edge of the top connection panel assembly (11); the Liang Qiangliang bottom clamping assemblies (32) are arranged corresponding to the beam side plates (342) on two sides of the beam bottom plate (341) and are used for clamping and fixing the beam side plates (342) on two sides in a direction close to the beam bottom plate (341).

6. The beam, wall and plate surface combined quick-assembly and quick-disassembly structure according to claim 1, wherein the beam supporting assembly (31) comprises a beam supporting main keel (315), a beam jacking supporting lifting screw assembly (314), a beam main keel tray (311) arranged at the top of the beam jacking supporting lifting screw assembly (314), a beam supporting connecting jacking (312) arranged at the top of the beam main keel tray (311), a beam positioning adjusting supporting jacking (313) arranged at the top of the beam supporting connecting jacking (312), wherein the top end of the beam jacking supporting lifting screw assembly (314) upwards penetrates through the beam main keel tray (311) and is connected with the bottom of the beam supporting connecting jacking (312), and the beam supporting main keel (315) is installed between the beam supporting connecting jacking (312) and the beam main keel tray (311) in a bilateral symmetry clamping manner; the top movable lock of roof beam support connection jacking (312) has roof beam location to adjust and supports jacking (313), roof beam location is adjusted the top block of supporting jacking (313) and is installed beam bottom fossil fragments end fixed connection spare (33).

7. The beam, wall and plate surface combined quick-assembly and quick-disassembly structure according to claim 6, further comprising a Liang Chuli inclined support assembly (317) and a beam wall inclined support assembly (318), wherein one end of the Liang Chuli inclined support assembly (317) is movably connected with the bottom of the beam support main keel (315), and connecting fasteners are respectively arranged at the other end of the Liang Chuli inclined support assembly (317) and the end of the beam support main keel (315); one end of the beam wall inclined support assembly (318) is movably connected with the top of the beam support main keel (315), and the other end of the beam wall inclined support assembly (318) is arranged corresponding to the side face of the beam structure template assembly (34).