CN113685018B - Column wall mold structure and mounting process - Google Patents
Column wall mold structure and mounting process Download PDFInfo
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- CN113685018B CN113685018B CN202110982042.XA CN202110982042A CN113685018B CN 113685018 B CN113685018 B CN 113685018B CN 202110982042 A CN202110982042 A CN 202110982042A CN 113685018 B CN113685018 B CN 113685018B
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- 238000007493 shaping process Methods 0.000 claims description 3
- 238000012856 packing Methods 0.000 claims description 2
- 238000011900 installation process Methods 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 description 8
- 230000008878 coupling Effects 0.000 description 8
- 238000010168 coupling process Methods 0.000 description 8
- 238000005859 coupling reaction Methods 0.000 description 8
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- 230000001070 adhesive effect Effects 0.000 description 7
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- 238000009434 installation Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 238000012937 correction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229920006351 engineering plastic Polymers 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The application relates to a column wall mould structure and an installation process, the column wall mould structure comprises a plurality of mutually spliced templates and a top plate, the cross section profiles of the templates and the top plate which are mutually spliced are of a closed-loop structure, two mutually parallel side edges of the top plate are respectively abutted against any two mutually parallel and oppositely arranged two templates, a plurality of ejector rods are respectively arranged between the two mutually parallel and oppositely arranged templates, two ends of each ejector rod are respectively abutted against opposite side surfaces of the two mutually parallel templates, the top plate and the two mutually parallel templates are respectively provided with a plurality of fastening devices for fastening the two templates to the ejector rods, and one side of the template, which is away from the ejector rods, is provided with a plurality of diagonal braces connected to the ground. The application can effectively optimize the stability of the template.
Description
Technical Field
The application relates to the field of building templates, in particular to a column wall mold structure and an installation process.
Background
In brief construction, in the prior art, a template is often adopted to limit concrete in the pouring process for pouring a column wall, so that a desired column wall structure can be obtained after pouring is completed. However, most of the existing templates are formed by fixing building templates firstly, then reinforcing the outer sides of the templates, enclosing a structure with a closed periphery by a plurality of templates, penetrating the templates through screw rods, and connecting nuts at the parts of the screw rods, which are positioned at the outer sides of the templates, in a threaded manner; and the transversely arranged steel pipes are abutted against the templates through the lead screw, so that the templates are integrally fixed. After the concrete is hardened, the wood beams, the steel pipes and the templates are detached, but in actual use, the problem that the screw rod and the threaded rod are easy to damage exists.
The prior art has application number CN201721616988. The Chinese patent of X discloses a combination formula building templates fixed knot constructs, and its technical essential is: including first dead lever, the tenon welding that has the second dead lever through the joggle on the both ends outer wall of first dead lever, adjacent and with two second dead levers of central axis all through pretension pole fixed connection, connecting rod fixed connection through the bolt between adjacent second dead lever and the second dead lever, the top and the bottom of one side outer wall of first dead lever all weld the fixing base, and all weld the spud pile on the top outer wall of two fixing bases, threaded rod fixed connection through threaded connection has the nut between two relative fixing bases, all weld first steel rope on one side outer wall of first dead lever and second dead lever, one end welding that first steel rope kept away from first dead lever has the fixed block, the welding has the building templates body on one side outer wall of fixed block, the bolt has the second steel rope on one side outer wall of building templates body.
In view of the above-mentioned related art, the inventors considered that the poured concrete needs to be compacted by vibration or the like during pouring, and only the first steel rope and the second steel rope are used for fixing, so that the integrity of the form is relatively poor during actual use, resulting in a problem of relatively poor stability.
Disclosure of Invention
In order to optimize the stability of a template during pouring, the application provides a column wall mold structure and an installation process.
In a first aspect, the present application provides a column wall mold structure, which adopts the following technical scheme:
the utility model provides a post wall mould structure, includes template and roof of a plurality of mutual concatenations, a plurality of mutual concatenations the cross section profile of template and roof is closed loop structure, two mutual parallel side edges of roof butt respectively in two arbitrary mutual parallel and two templates that set up relatively, two that are parallel to each other wantonly and set up relatively all set up a plurality of ejector pins between the template, the butt respectively in the opposite side face of two templates that are parallel to each other wantonly at ejector pin both ends, roof and two templates that are parallel to each other wantonly all are provided with a plurality of fastener that are used for fastening both in the ejector pin, one side that the template deviates from the ejector pin is provided with a plurality of diagonal braces that are connected in ground.
By adopting the technical scheme, the oppositely arranged templates are fastened on the top plate and the ejector rod through the fastening device, the distance between the two oppositely arranged templates can be limited through the top plate and the ejector rod, and meanwhile, a casting die cavity can be formed through the top plate, so that the overall stability of the templates is improved; in addition, the diagonal brace can also support the template from the outside, so that the stability of the template is further enhanced, and the stability in use is optimized.
Optionally, the fastening device includes fastening rod and two threaded connection in the fastening nut of fastening rod, and part the fastening rod wears to locate two templates that are arbitrary mutual parallel, two fastening nut butt respectively in the two templates that the fastening rod wears to establish keep away from the face of one side mutually, other the both ends of fastening rod are connected in roof and template respectively.
Through adopting above-mentioned technical scheme, can be through fastening nut butt in the outside of template for the template fastens in roof and ejector pin, strengthens overall structure's stability when using.
Optionally, a plurality of butt pipes are arranged on one side of the template and the top plate away from the ejector rod, a plurality of back ribs are arranged between the butt pipes and the corresponding template or the top plate, the same fastening nuts of the fastening device are respectively abutted against two butt pipes on one side of the two templates which are penetrated by the fastening rod away from each other, or the same fastening device is respectively abutted against the top plate connected with the fastening rod and the butt pipes on the templates away from one side of the outer wall.
Through adopting above-mentioned technical scheme, the butt pipe can be through butt in a plurality of back edges to can support and restrict the position of template through the stupefied each position of template of back, stability when using in order to optimize.
Optionally, the internal corners of the cross-section outlines of the templates and the top plate are provided with connecting corrugated plates, and the adjacent templates or top plates at the internal corners of the cross-section outlines of the templates and the top plate are fixedly connected with the connecting corrugated plates through screws or bolts.
Through adopting above-mentioned technical scheme, can make adjacent template or roof fixed connection of reentrant corner department to when using, the load that one of them template or roof bore can pass to adjacent template or roof through connecting the stupefied board, with the wholeness when increasing the use, optimize the result of use.
Optionally, wear to locate two relative setting the fastening rod of template includes bracing piece and two fastening connecting rods, the bracing piece is located two templates inboards, the both ends of bracing piece are provided with coupling mechanism respectively, coupling mechanism is including the sealing connection pole that adopts nonmetallic material to make and two coupling screw pipes that adopt metallic material to make, two coupling screw pipes inlay respectively and locate sealing connection pole axial both ends, the tip of bracing piece inserts and threaded connection in one of them coupling screw pipe, two fastening connection pole inserts respectively one-to-one and threaded connection in the coupling screw pipe of one end is kept away from mutually to two sealing connection poles, coupling screw pipe and sealing connection pole all butt in the inboard face of template, fastening nut overcoat and threaded connection in the bracing piece.
Through adopting above-mentioned technical scheme, after the installation, the sealed connecting rod can butt in the inboard of template to after pouring the construction is accomplished, only need pull down the relative sealed connecting rod of fastening connecting rod, keep bracing piece and sealed connecting rod in the post wall that the building is accomplished, and the sealed connecting rod that adopts nonmetallic material to make can seal and rust-proof treatment to the bracing piece, make the sealed connecting rod that is nonmetallic that exposes outside the post wall, need not additionally to adopt other instruments to cut off the fastening rod, when reaching optimizing pouring stability, can also be convenient for the construction; in addition, the connecting screw tube can also strengthen the joint strength between the support rod and the sealing connecting rod and between the sealing connecting rod and the fastening connecting rod, so that the influence on the stability in use is reduced.
Optionally, the outer wall of the connecting screw tube is in a polygonal column structure, and at least one first connecting ring table is formed on the outer wall of the connecting screw tube.
Through adopting above-mentioned technical scheme, can effectually increase the joint strength between connection screwed pipe and the sealing connection pole, when reducing dismouting fastening connecting rod and sealing connection pole, the relative sealing connection pole pivoted possibility of connection screwed pipe.
Optionally, the outer wall shaping of sealing connecting rod has a plurality of second go-between platforms, the position setting of sealing connecting rod that second go-between platform one-to-one first go-between platform located.
Through adopting above-mentioned technical scheme, first go-between platform can lead to seal connecting rod local wall thickness to reduce, and the second go-between platform corresponds first go-between platform setting, can increase the intensity of seal connecting rod self in the relative post wall of seal connecting rod, reduces the influence of first go-between platform to seal connecting rod intensity, still can do the water stop ring through the second go-between platform and use.
Optionally, the inside shaping of sealed connecting rod has the seal chamber, the seal chamber intussuseption is filled with the seal tube that adopts fragile material to make, seal tube's both ends are enclosed construction and inside are filled with inflation sealant, the connecting hole in intercommunication seal chamber has been seted up to the sealed connecting rod, the connecting hole extends and communicates in the cavity in the connecting screw that the fastening connecting rod is located towards the direction of keeping away from the bracing piece, be provided with the bellows in the connecting hole, the one end fixedly connected with of bellows is in the outer wall of seal tube, the other end fixedly connected with fixed plate of bellows, the fixed plate includes the connecting plate of fixed connection in the bellows and adopts the sealing membrane that fragile membrane was made, the clearance packing between connecting plate fixed connection in sealing membrane and the two has solid structure to glue, fastening connecting rod fixedly connected with inserts the control lever of locating in the connecting hole, the control lever butt is in the sealing membrane.
Through adopting above-mentioned technical scheme, after the construction is accomplished, with the relative sealed connecting rod rotation of fastening connecting rod and demolish the in-process, the control rod can break away from relative sealed chamber of bellows and connecting hole through the connecting plate pulling to tear the sealed pipe, make the inflation sealing gum that fills in the sealed pipe spill over and inflation fill in sealed chamber, connecting hole, and do not need the later stage to add the sealing gum additionally and do the connection screwed pipe inside that exposes and do and fill up and seal the processing, with simplified the work flow.
Optionally, be provided with the stay tube in the sealed tube, the stay tube wears to establish and fixed connection in the sealed tube, the one end fixed connection in the bellows that the bracing piece was kept away from to the stay tube, the one end butt in the inner wall in sealed chamber of stay tube orientation bracing piece.
Through adopting above-mentioned technical scheme, the stay tube can be supported the bellows, reduces the in-process because of installation fastening connecting rod, causes the possibility of damage to the sealed tube.
In a second aspect, the application provides a mounting process of a column wall mold structure, which adopts the following technical scheme:
the mounting process of the column wall mold structure comprises the following steps: s1, paying off: marking the axis of the column wall, and after the axis is pulled through by a wide line before the column wall template is installed, ejecting the column wall center line and the inner and outer edge lines of the template;
S2, template installation: after the template and the top plate are positioned, temporary support is carried out, the template and the top plate are installed and fixed, a casting cavity is formed, the perpendicularity of the template and the top plate is corrected according to plumb lines arranged on the columns, and the distance between the oppositely arranged templates is positioned through the ejector rod;
s3, mounting a fastening device: the fastening device is installed from bottom to top, and the perpendicularity of the template is adjusted;
S4, installing diagonal braces: arranging a plurality of embedded parts on the periphery of the template and the top plate after meeting the requirements, wherein the embedded parts are preset in the ground, and two ends of the diagonal brace are respectively fixedly connected with the fastening device and the embedded parts;
S5, checking and correcting: after the template and the top plate are installed, the items such as verticality, section size and the like of the template and the top plate are comprehensively checked, the support is required to be firm, the embedded part and the reserved hole are required to be arranged in a leakage mode, and the support is required to be accurate and stable;
s6, fixing column wall mold groups: when the group column wall forms are supported, the group column wall forms are integrally fixed, the templates and the top plates of the two columns are corrected, the line is connected to the column tops after correction, the whole row of column walls are kept consistent, the column distances of the columns are corrected, then the column bottoms and the column tops are respectively and horizontally connected and fixedly pulled, and finally the scissor supports and the diagonal bracing rods are installed.
In summary, the present application includes at least one of the following beneficial technical effects:
When the die plate is used, the oppositely arranged die plates are fastened to the top plate and the ejector rod through the fastening device, the distance between the two oppositely arranged die plates can be limited through the top plate and the ejector rod, and meanwhile, a casting die cavity can be formed through the top plate, so that the overall stability of the die plate is improved; in addition, the diagonal brace can also support the template from the outside, so that the stability of the template is further enhanced, and the stability in use is optimized.
Drawings
Fig. 1 is a schematic cross-sectional view of embodiment 1 of the present application.
Fig. 2 is a schematic view of the longitudinal sectional structure of embodiment 1 of the present application.
Fig. 3 is a schematic structural view of embodiment 2 of the present application.
Fig. 4 is a schematic structural view of a fastening device and a connecting mechanism in embodiment 2 of the present application.
Fig. 5 is a schematic cross-sectional view of the fastening device and the connecting mechanism in embodiment 2 of the present application.
Fig. 6 is an enlarged schematic view of the portion a in fig. 5.
FIG. 7 is a schematic flow chart of an installation process in an embodiment of the application.
Reference numerals illustrate: 1. a template; 10. a diagonal brace; 11. a butt joint pipe; 12. back edge; 13. connecting corrugated plates; 14. an embedded part; 2. a top plate; 3. a push rod; 4. a fastening device; 41. a fastening rod; 411. a support rod; 412. fastening the connecting rod; 413. a control lever; 42. a fastening nut; 5. a connecting mechanism; 51. sealing the connecting rod; 511. a second connection ring stage; 512. sealing the cavity; 513. sealing the tube; 514. a connection hole; 515. a support tube; 52. connecting a spiral tube; 521. a first connection ring stage; 53. a bellows; 54. a fixing plate; 541. a connecting plate; 542. and (3) a sealing film.
Detailed Description
The application is described in further detail below with reference to fig. 1-7.
The embodiment of the application discloses a column wall mold structure.
Example 1
Referring to fig. 1 and 2, the stud wall form structure includes a plurality of mutually spliced form panels 1 and a plurality of top panels 2. The cross sections of the templates 1 and the top plate 2 which are mutually spliced are of polygonal closed-loop structures, which can be rectangular, L-shaped or U-shaped, and the cross sections of the templates 1 and the top plate 2 which are mutually spliced to form the structure are of L-shaped, namely the cross section of the column wall mould structure is of L-shaped. And the form 1 and the top plate 2 may be provided in two, three or more, respectively, and the form 1 is provided with four in the embodiment of the present application; the top plate 2 is provided with two.
Referring to fig. 1 and 2, the two top plates 2 are respectively located at the end of the horizontal portion and the vertical portion of the L-shaped profile, which are away from one end, and the plate surfaces of the two top plates 2 are disposed perpendicular to each other. The four templates 1 are divided into two groups and two templates 1 are provided in the same group. The two templates 1 of the same group are mutually perpendicular, and the templates 1 of the two groups are oppositely arranged, so that the two oppositely arranged templates 1 are mutually parallel to form an L-shaped outline.
Two side edges of one top plate 2 along the vertical direction are respectively abutted against the opposite side plate surfaces of two opposite templates 1, and two side edges of the other top plate 2 along the vertical direction are respectively abutted against the opposite side plate surfaces of two opposite templates 1.
A plurality of ejector rods 3 are arranged between the two templates 1 which are oppositely arranged, the ejector rods 3 are perpendicular to the two templates 1 where the two templates are located, and two ends of each ejector rod 3 are respectively abutted to the two templates 1 so as to be used for limiting the distance between the templates 1 and keeping the stability of the templates 1 during use.
Referring to fig. 1 and 2, a plurality of fastening means 4 for fastening two forms 1 parallel to each other are provided between the two forms 1, and the top plate 2 is also provided with a plurality of fastening means 4 for fastening it to the forms 1.
The side of the form 1 facing away from the ejector rod 3 is provided with a plurality of diagonal braces 10 connected to the ground. One end of each diagonal brace 10 is connected to the template 1, the other end of each diagonal brace 10 is fixedly connected to the ground through an embedded part 14, the embedded parts 14 are embedded rods, expansion bolts or anchor rods, the same embedded part 14 is fixedly connected with the diagonal braces 10 at the same time, the diagonal braces 10 connected to the same embedded part 14 are respectively connected to different heights of the template 1, so that loads born by the template 1 can be transmitted to the embedded parts 14 through different diagonal braces 10, the embedded parts 14 can transmit loads of the template 1 to the ground through different directions, and stability of the template 1 during pouring is optimized.
Referring to fig. 1 and 2, a side of the formwork 1 and the top plate 2 facing away from the ejector rod 3 is provided with a plurality of vertically extending back ribs 12, and a side of the back ribs 12 facing away from the formwork 1 or the top plate 2 is provided with at least two vertically distributed abutting pipes 11. The back ridge 12 is sandwiched between the abutting pipe 11 and the top plate 2 or between the abutting pipe 11 and the form 1, and the plurality of back ridges 12 are distributed along the length direction of the abutting pipe 11.
The fastening device 4 comprises a fastening rod 41 and two fastening nuts 42 which are connected with the fastening rod 41 in a threaded manner, the fastening rod 41 of the fastening device 4 arranged on the template 1 penetrates through the two oppositely arranged templates 1, the abutting pipe 11 on the far side of the two oppositely arranged templates 1 is clamped between the two fastening nuts 42, and the fastening rod 41 is perpendicular to the penetrated templates 1, so that the template 1 is fastened on the ejector rod 3, and stability in use is optimized.
Referring to fig. 1 and 2, both ends of a fastening rod 41 of a fastening device 4 provided to a top plate 2 are connected to a corresponding abutting pipe 11 of the top plate 2 and an abutting pipe 11 provided on a form 1 opposite to the top plate 2, respectively. And two fastening nuts 42 provided to the fastening means 4 of the top plate 2 clamp the abutting pipes 11 provided correspondingly to the top plate 2 and the abutting pipes 11 provided on the form 1 opposite to the top plate 2 for fastening the top plate 2 to the form 1.
The connecting corrugated plates 13 are arranged at the internal corners of the cross section outlines of the templates 1 and the top plate 2, namely, the connecting corrugated plates 13 are arranged at the included angles, which are mutually perpendicular and abutted, of the templates 1 and deviate from the ejector rods 3. And two templates 1 of this department pass through a plurality of screws or bolt fixed connection in connect the stupefied board 13 to when using, can make intermediate connection through connecting stupefied board 13, and pass through the load that connects stupefied board 13 with template 1 bearing in reentrant corner department and transmit to on the ejector pin 3 that adjacent template 1 corresponds, the wholeness when optimizing the use is in order to further optimize stability when using.
The implementation principle of the embodiment 1 is as follows: in use, the abutting pipe 11 can be pressed on the template 1 or the top plate 2 by rotating the fastening nut 42 to axially slide along the fastening rod 41, so that the plurality of back ribs 12 are abutted on the template 1 or the top plate 2, and the clamping force of the fastening device 4 can be transmitted to each part of the template 1 or the top plate 2 through the back ribs 12, so that the stability of the template 1 when clamped is optimized.
Example 2
Referring to fig. 3 and 4, the present embodiment is different from embodiment 1 in that the fastening rod 41 includes a support rod 411 and two fastening connection rods 412, the fastening connection rods 412and the support rod 411 are parallel to each other, and it is preferable that the fastening connection rods 412and the support rod 411 are disposed with the central axis. The support rod 411 is provided at both axial ends thereof with connection mechanisms 5 for detachably connecting the support rod 411 to the fastening connection rod 412, respectively.
Referring to fig. 4 and 5, the connection mechanism 5 includes a sealing connection rod 51 and two connection coils 52, and the sealing connection rod 51 is made of non-metal materials, such as engineering plastics, ceramics, carbon fibers, and the like, and is made of engineering plastics in the embodiment of the present application. The connecting coil 52 is made of a metallic material, such as ball bearing steel.
The connecting screw pipes 52 and the sealing connecting rod 51 are arranged on the same central axis, and the two connecting screw pipes 52 are respectively inserted into and fixedly connected with two axial ends of the connecting screw pipes 52, wherein one connecting screw pipe 52 is sleeved with a screw thread and connected with the supporting rod 411, and the other connecting screw pipe 52 is sleeved with a screw thread and connected with the fastening connecting rod 412, so that the supporting rod 411 can be detachably connected with the fastening connecting rod 412.
Referring to fig. 4 and 5, two fastening nuts 42 on the same fastening rod 41 are respectively sleeved in a one-to-one correspondence and are screwed to two fastening connection rods 412. Wherein the seal connecting rod 51 abuts against the form 1.
When the concrete pouring device is used, as the part of the fastening rod 41 extending out of the column wall is required to be cut off after the concrete is poured and solidified, the vibration of the fastening rod 41 can generate certain damage and influence on the structure of the column wall in the cutting-off process of the fastening rod 41, and the part of the fastening rod 41 which is exposed in the later period is required to be chiseled and subjected to rust prevention treatment through a sealing block, and the like, the construction is relatively complicated; in the embodiment of the application, after pouring, the fastening rod 41 is only required to be detached from the fastening connecting rod 412 relative to the connected connecting screw tube 52, and meanwhile, the sealing connecting rod 51 made of a nonmetallic material can seal the two ends of the supporting rod 411 so as to achieve the purpose of rust prevention, and meanwhile, the connecting screw tube 52 made of a metallic material has relatively better strength, so that the supporting rod 411 and the fastening connecting rod 412 are relatively stably connected to the sealing connecting rod 51, thereby optimizing the stability in use.
Referring to fig. 5 and 6, in order to reduce the possibility of the connecting screw 52 rotating with respect to the sealing connecting rod 51 during the installation process, the outer wall of the connecting screw 52 has a polygonal-prism-shaped structure, in the embodiment of the present application, a hexagonal-prism-shaped structure. And the outer wall of the connecting coil 52 is formed with at least one first connecting ring 521; correspondingly, a plurality of second connecting ring platforms 511 are respectively formed at two ends of the sealing connecting rod 51, and the second connecting ring platforms 511 are arranged at positions corresponding to the sealing connecting rod 51 where the first connecting ring platforms 521 are located one by one.
In use, the stability of the connection between the connecting coil 52 and the sealing connection rod 51 can be increased by the first connection ring 521; the second connecting ring platform 511 can play the effect of water stop ring after pouring is accomplished, reduces the possibility of leaking because of the fastening rod 41, can also strengthen the sealing connecting rod 51 through the second connecting ring platform 511 simultaneously, reduces because of the second connecting ring platform 511 inlays the inside influence that locates sealing connecting rod 51 and to sealing connecting rod 51 bulk strength.
Referring to fig. 5 and 6, in order to further enhance the stability of the form and to further facilitate the construction, a sealing cavity 512 is formed in the sealing connection rod 51, a sealing tube 513 is filled in and fixedly connected to the sealing cavity 512, and the sealing tube 513 is of a closed structure at two ends and is made of brittle materials, such as a glass tube and a brittle film tube.
The sealing connecting rod 51 is internally provided with a connecting hole 514 which is arranged with the same central axis, one end of the connecting hole 514 along the axial direction of the sealing connecting rod 51 is communicated with the sealing cavity 512, and the other end of the connecting hole 514 is communicated with a cavity in the connecting screw tube 52 where the fastening connecting rod 412 is positioned. The connecting hole 514 is internally provided with a corrugated pipe 53, and the corrugated pipe 53 and the sealing connecting rod 51 are arranged with the central axis.
Referring to fig. 5 and 6, one end of the bellows 53 is fixedly coupled to the outer wall of the sealing tube 513, and the other end of the bellows 53 extends along the coupling hole 514 in a direction away from the support rod 411. The bellows 53 is provided with a fixing plate 54 at an end remote from the support rod 411. The fixing plate 54 includes a connection plate 541 and a sealing film 542, the plate surface of the connection plate 541 is recessed toward the bellows 53 to form a spherical structure, the edge of the connection plate 541 is fixedly connected to the bellows 53, the sealing film 542 is fixedly connected to the edge of the connection plate 541, and the sealing film 542 is made of a brittle material or a flexible material, such as a plastic film or glass, and a gap between the sealing film 542 and the connection plate 541 is filled with a solid sealant. The fastening connection rod 412 is fixedly connected with a control rod 413 inserted in the connection hole 514, the control rod 413 is abutted against the sealing film 542 or the connection plate 541, the end face of the end portion of the control rod 413 located in the connection hole 514 is adapted to the plate face of the connection plate 541, the length of the control rod 413 located in the connection hole 514 is L, the length of the hole wall of the connection hole 514 along the axial direction of the sealing connection rod 51 is M, the length of the bellows 53 in a natural state is N, and (M-N) < L.
When the sealing device is used, the sealing connecting rod 51 is connected to the supporting rod 411 through the connecting screw pipe 52, then after the sealing connecting rod 51 is abutted to the surface of the template 1, the fastening connecting rod 412 is arranged in the template 1 in a penetrating mode, then is connected in the corresponding connecting screw pipe 52 in a threaded mode, in the process, the control rod 413 is inserted into the connecting hole 514, and as the corrugated pipe 53 can elastically stretch, the sealing membrane 542 is broken in the process of abutting the control rod 413 to the sealing membrane 542, meanwhile, the influence on the sealing pipe 513 is reduced, the solid structural adhesive is exposed to the air, finally, in the rotating process, part of the solid structural adhesive is extruded to the edge of the connecting plate 541 by the control rod 413, and the control rod 413 is adhered to the connecting plate 541 through the solid structural adhesive while the control rod 413 is abutted to the connecting plate 541, the possibility that the corrugated pipe 53 is adhered to the wall of the connecting hole 514 is reduced through the solid structural adhesive, finally, the fastening connecting rod 412 is separated from the sealing connecting rod 51 relatively to the sealing connecting rod 413 after construction is completed, the sealing pipe 513 is broken through the control rod 413 and the corrugated pipe 53, the sealing pipe 513 is made to flow out, the sealing pipe 513 is made to be filled in the sealing connecting rod is needed, and the sealing cavity is filled in the sealing cavity is reduced, and the sealing cavity is needed to be filled after the sealing process is filled, and the sealing cavity is needed to be filled.
Referring to fig. 5 and 6, in order to further reduce the possibility of the sealing tube 513 being broken during the insertion of the control rod 413 into the connection hole 514, a support tube 515 is provided in the sealing tube 513, and the support tube 515 is inserted into the sealing tube 513 and fixedly connected thereto, so that the sealing tube 513 is maintained in a sealed state. One end of the support tube 515 facing the support rod 411 is abutted against the cavity wall of the sealing cavity 512, one end of the support tube 515 away from the support rod 411 is fixedly connected to the corrugated pipe 53, and the pipe diameter of the outer wall of the support tube 515 is smaller than or equal to the aperture of the connecting hole 514.
After the construction is completed, in the process of separating the fastening connection rod 412 from the sealing connection rod 51, since the fastening connection rod 412 is adhered to the connection plate 541 by the solid structural adhesive, the bellows 53 and the support tube 515 are pulled by the connection plate 541 to separate from the sealing cavity 512, and the sealing tube 513 is broken, at this time, the expansion sealing adhesive is filled in the connection hole 514, the sealing cavity 512 and the connection coil 52 separated from the fastening connection rod 412, so that the sealing process in the later construction is reduced, and only the sealing process is needed.
The implementation principle of the embodiment 2 is as follows: when the template 1 is used, the sealing connecting rod 51 can be abutted against the inner side of the template 1 where the sealing connecting rod 51 is positioned by rotating the sealing connecting rod 51, so that the fastening connecting rod 412 penetrates through the template 1 penetrated by the sealing connecting rod 51, in the process, the control rod 413 is fixedly connected with the connecting plate 541 through solid structural adhesive, and finally the fastening nut 42 is abutted against the abutting pipe 11 on the outer side of the template 1 to fasten the template 1, so that when the template 1 is installed, the sealing connecting rod 51 can adapt to the outer surface of the template 1 to perform adaptive length adjustment, and the stability of the abutted template 1 is optimized; meanwhile, after pouring is completed, the fastening connecting rod 412 is only required to be detached relative to the sealing connecting rod 51, in the process, the control rod 413 pulls the corrugated pipe 53 and the supporting pipe 515 to be separated from the sealing cavity 512 and the connecting hole 514 through the connecting plate 541, and the structure of the sealing pipe 513 is damaged, so that the expansion structural adhesive in the sealing pipe 513 flows out and fills the inner space of the sealing cavity 512, the connecting hole 514 and the connecting screw 52 which is in threaded connection with the fastening connecting rod 412, so that sealing and rust-proof treatment are performed, the working procedures of later construction are effectively reduced, and the later construction can be facilitated while the stability of construction of the building template is optimized.
The embodiment of the application also discloses a mounting process of the column wall mold structure. Referring to fig. 7, the installation process of the pillar wall mold structure includes the steps of:
s1, paying off: the column wall axis is marked firstly, and after the longitudinal axis and the transverse axis are pulled through by a wide line before the column wall template is installed, the column wall center line and the inner edge line and the outer edge line are popped up for the template installation.
S2, mounting a template 1: after the template 1 and the top plate 2 are in place and then are temporarily supported and fixed, after the template 1 and the top plate 2 are installed and fixed and a casting cavity is formed, the perpendicularity of the template 1 and the top plate 2 is corrected according to plumb lines arranged on columns, and the distance between the oppositely arranged templates 1 is positioned through the ejector rods 3.
S3, mounting a fastening device 4: the fastening device 4 is installed from bottom to top, and the perpendicularity of the template 1 is adjusted.
S4, installing the diagonal brace 10: after the requirements are met, a plurality of embedded parts are arranged on the periphery sides of the template 1 and the top plate 2, the embedded parts are preset in the ground, and two ends of the diagonal brace 10 are fixedly connected with the fastening device 4 and the embedded parts 14 respectively; the embedded part 14 can be selected from anchor rods, anchor bars, foundation bolts and the like.
S5, checking and correcting: after the template 1 and the top plate 2 are installed, the items such as verticality, section size and the like of the template 1 and the top plate 2 are comprehensively checked, the support is required to be firm, the embedded part and the reserved hole are required to be arranged in a leakage mode, and the support is required to be accurate and stable.
S6, fixing column wall mold groups: when the group column wall forms are supported, the group column wall forms are integrally fixed, the templates 1 and the top plates 2 of the two columns are firstly corrected, the line is connected to the tops of the columns after correction, the whole row of column walls are kept consistent, the column distances of the columns are corrected, then the column feet and the tops of the columns are respectively and fixedly connected through horizontal rods, and finally the scissor supports and the diagonal brace 10 are installed.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (8)
1. The utility model provides a post wall mould structure, includes template (1) and roof (2) of a plurality of mutual splices, a plurality of mutual splices the cross section profile of template (1) and roof (2) is closed loop structure, its characterized in that: two parallel side edges of the top plate (2) are respectively abutted to any two parallel and opposite two templates (1), a plurality of ejector rods (3) are respectively arranged between any two parallel and opposite two templates (1), two ends of each ejector rod (3) are respectively abutted to opposite side surfaces of any two parallel templates (1), a plurality of fastening devices (4) are respectively arranged on any two parallel templates (1), and the fastening devices (4) are used for fastening any two parallel templates (1) on the ejector rods (3); one side of the template (1) deviating from the ejector rod (3) is provided with a plurality of inclined supporting rods (10) connected to the ground;
The fastening device (4) comprises a fastening rod (41) and two fastening nuts (42) which are connected with the fastening rod (41) in a threaded manner;
The fastening rods (41) penetrating through the two oppositely arranged templates (1) comprise supporting rods (411) and two fastening connecting rods (412), the supporting rods (411) are positioned on the inner sides of the two templates (1), connecting mechanisms (5) are respectively arranged at two ends of the supporting rods (411), each connecting mechanism (5) comprises a sealing connecting rod (51) made of a nonmetallic material and two connecting coils (52) made of a metallic material, and the two connecting coils (52) are respectively embedded at two axial ends of the sealing connecting rod (51);
Seal connecting rod (51) inside shaping has sealed chamber (512), sealed chamber (512) intussuseption is filled with sealed pipe (513) that adopt fragile material to make, sealed pipe (513) both ends are enclosed construction and inside packing have inflation sealing glue, connecting hole (514) that communicate sealed chamber (512) are seted up to sealed connecting rod (51), connecting hole (514) are extended and are linked together in the direction of keeping away from bracing piece (411) in connection helicoidal (52) at fastening connecting rod (412), be provided with bellows (53) in connecting hole (514), the one end fixedly connected with of bellows (53) is in sealed pipe (513) outer wall, the other end fixedly connected with fixed plate (54) of bellows (53), fixed plate (54) are including connecting plate (541) and sealing membrane (542) that adopt fragile membrane to make, connecting plate (541) fixedly connected with sealing membrane (542) and clearance between the two are filled with solid structure glue, fastening connecting rod (412) fixedly connected with inserts in control rod (413), sealing membrane (542) are located in control rod (413).
2. A stud wall form construction according to claim 1 wherein: part of the fastening rods (41) are penetrated in two templates (1) which are mutually parallel, and the two fastening nuts (42) are respectively abutted against the surface of one side, far away from the two templates (1) penetrated in the fastening rods (41).
3. A stud wall form construction according to claim 2 wherein: one side of the template (1) far away from the ejector rod (3) is provided with a plurality of abutting pipes (11), a plurality of back ribs (12) are arranged between the abutting pipes (11) and the corresponding template (1), the same fastening nuts (42) of the fastening device (4) are respectively abutted to two abutting pipes (11) on one side of the two templates (1) far away from each other, which are penetrated by the fastening rod (41).
4. A stud wall form construction according to claim 2 wherein: the connecting corrugated plates (13) are arranged at the internal corners of the cross section outlines of the templates (1) and the top plate (2), and the templates (1) are fixedly connected to the connecting corrugated plates (13) through screws or bolts.
5. A stud wall form construction according to claim 2 wherein: the end of the supporting rod (411) is inserted into and in threaded connection with two connecting screw pipes (52), two fastening connecting rods (412) are inserted into and in threaded connection with the connecting screw pipes (52) at one end of the two sealing connecting rods (51) far away from each other, the connecting screw pipes (52) and the sealing connecting rods (51) are all abutted against the inner side plate surface of the template (1), and the fastening nuts (42) are sleeved outside and in threaded connection with the fastening connecting rods (412).
6. A stud wall form construction according to claim 5 wherein: the outer wall of the connecting screw tube (52) is of a polygonal column-shaped structure, and at least one first connecting ring table (521) is formed on the outer wall of the connecting screw tube (52).
7. A stud wall form construction according to claim 6 wherein: the outer wall of the sealing connecting rod (51) is provided with a plurality of second connecting ring platforms (511), and the second connecting ring platforms (511) are arranged at positions corresponding to the sealing connecting rod (51) where the first connecting ring platforms (521) are located one by one.
8. A stud wall form construction according to claim 7 wherein: be provided with stay tube (515) in sealed tube (513), stay tube (515) wears to establish and fixed connection in sealed tube (513), the one end fixed connection in bellows (53) that bracing piece (411) were kept away from to stay tube (515), the one end butt in sealed chamber (512) of stay tube (515) orientation bracing piece (411).
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| CN202110982042.XA CN113685018B (en) | 2021-08-25 | 2021-08-25 | Column wall mold structure and mounting process |
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| CN202110982042.XA CN113685018B (en) | 2021-08-25 | 2021-08-25 | Column wall mold structure and mounting process |
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| CN115538645B (en) * | 2022-10-08 | 2023-06-30 | 浙江富成建设集团有限公司 | Integrated precast concrete wallboard for heat preservation and decoration |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967271A (en) * | 2014-05-27 | 2014-08-06 | 安徽华力建设集团有限公司 | Formwork combination reinforcing and supporting structure used in short-leg shear wall construction and construction method thereof |
| CN208168368U (en) * | 2018-04-28 | 2018-11-30 | 江苏建筑职业技术学院 | A kind of construction wall construction template connector |
| CN110607905A (en) * | 2019-10-14 | 2019-12-24 | 中建二局第二建筑工程有限公司 | An all-steel support reinforcement formwork system and construction method |
| CN110725542A (en) * | 2019-10-23 | 2020-01-24 | 广西谊科建筑技术发展有限公司 | Concrete building aluminum formwork structure installation system and construction method |
| CN211666259U (en) * | 2019-12-18 | 2020-10-13 | 重庆拓达建设（集团）有限公司 | Wall post aluminum mould board assembling structure |
| CN211850873U (en) * | 2020-03-24 | 2020-11-03 | 四川华远建设工程有限公司 | Interior wall template props up establishes structure |
-
2021
- 2021-08-25 CN CN202110982042.XA patent/CN113685018B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967271A (en) * | 2014-05-27 | 2014-08-06 | 安徽华力建设集团有限公司 | Formwork combination reinforcing and supporting structure used in short-leg shear wall construction and construction method thereof |
| CN208168368U (en) * | 2018-04-28 | 2018-11-30 | 江苏建筑职业技术学院 | A kind of construction wall construction template connector |
| CN110607905A (en) * | 2019-10-14 | 2019-12-24 | 中建二局第二建筑工程有限公司 | An all-steel support reinforcement formwork system and construction method |
| CN110725542A (en) * | 2019-10-23 | 2020-01-24 | 广西谊科建筑技术发展有限公司 | Concrete building aluminum formwork structure installation system and construction method |
| CN211666259U (en) * | 2019-12-18 | 2020-10-13 | 重庆拓达建设（集团）有限公司 | Wall post aluminum mould board assembling structure |
| CN211850873U (en) * | 2020-03-24 | 2020-11-03 | 四川华远建设工程有限公司 | Interior wall template props up establishes structure |
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