[go: up one dir, main page]

CN214739933U - Stand template reinforced structure - Google Patents

Stand template reinforced structure Download PDF

Info

Publication number
CN214739933U
CN214739933U CN202121170185.2U CN202121170185U CN214739933U CN 214739933 U CN214739933 U CN 214739933U CN 202121170185 U CN202121170185 U CN 202121170185U CN 214739933 U CN214739933 U CN 214739933U
Authority
CN
China
Prior art keywords
reinforcing steel
steel
reinforcing
column
piece
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202121170185.2U
Other languages
Chinese (zh)
Inventor
陈新
康博
马法军
任小强
王海龙
缪振畴
李�瑞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sinohydro Bureau 5 Co Ltd
Original Assignee
Sinohydro Bureau 5 Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sinohydro Bureau 5 Co Ltd filed Critical Sinohydro Bureau 5 Co Ltd
Priority to CN202121170185.2U priority Critical patent/CN214739933U/en
Application granted granted Critical
Publication of CN214739933U publication Critical patent/CN214739933U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses a column template reinforcing structure, which comprises a pair of pulling components and reinforcing steel parts, wherein four reinforcing steel parts are arranged outside the column template in a # -shape, two ends of two reinforcing steel parts symmetrically arranged along the column are respectively connected with two ends of two pair of pulling components, and the two pair of pulling components apply acting force towards the column to the two reinforcing steel parts; the utility model discloses a lateral surface at the stand template sets up the reinforcement steel part to it is taut to consolidate the steel part through the split subassembly, makes stand template and stand laminating tight, solves the problem that substructure easily produced the wrong platform on the stand effectively.

Description

Stand template reinforced structure
Technical Field
The utility model relates to a construction field, concretely relates to stand template reinforced structure.
Background
As an important link of urban rail general construction, the line column type inspection underground track bed construction in the metro vehicle section warehouse is divided into two constructions by civil engineering and rail major due to long line, dense track and small single upright column structure, and the verticality and the flatness of the upright column are poor due to the difference of construction levels of two units, the upright column template is unstable, the later repair amount is large, the construction time is long, and the total progress of the engineering is influenced.
Therefore, the method has positive significance for optimizing the column type inspection pit construction technology by means of vehicle section construction research. Through the research to the whole railway roadbed construction technology of stand formula inspection pit, consolidate the stand template, can effectively improve whole railway roadbed's quality, improve the efficiency of construction, the key stand of solving is because civil engineering, track separately pour the easy wrong platform that produces, leak the mashed root scheduling problem of thick liquid.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problem that the column form setting is unstable, and aim at provides a column form reinforced structure.
A column template reinforcing structure comprises four steel templates which are vertically arranged on four vertical side surfaces of a column, the inner side surfaces of the steel templates are attached to the side surfaces of the column, the reinforcing structure is arranged on the outer side of the column template, and acting force towards the column is applied to the four steel templates by the reinforcing structure;
reinforced structure is including drawing the subassembly and consolidating the steel part, four consolidate just the piece and be the groined type setting and be in the outside of stand template follows two that the stand symmetry set up consolidate the both ends of steel part respectively with two meet the both ends of drawing the subassembly, two draw the subassembly to two consolidate the steel part and apply the orientation the effort of stand.
Specifically, the four reinforcing steel pieces are sequentially set as a first reinforcing steel piece, a second reinforcing steel piece, a third reinforcing steel piece and a fourth reinforcing steel piece, and the four counter-pulling assemblies are sequentially set as a first counter-pulling assembly, a second counter-pulling assembly, a third counter-pulling assembly and a fourth counter-pulling assembly;
the first reinforcing steel piece and the third reinforcing steel piece are arranged on the outer side of the upright post template in parallel, the first reinforcing steel piece and the third reinforcing steel piece are positioned on the same horizontal plane, and the inner side surface of the first reinforcing steel piece and the outer side surface of the third reinforcing steel piece are abutted against the outer side surface of the upright post template;
the first counter-pulling assembly and the third counter-pulling assembly are arranged on the outer side of the upright post template in parallel, two ends of the first counter-pulling assembly are respectively connected with the first end of the first reinforcing steel piece and the first end of the third reinforcing steel piece, and two ends of the third counter-pulling assembly are respectively connected with the second end of the first reinforcing steel piece and the second end of the third reinforcing steel piece;
the second reinforcing steel piece and the fourth reinforcing steel piece are arranged on the outer side of the upright post template in parallel, the second reinforcing steel piece and the fourth reinforcing steel piece are positioned on the same horizontal plane, the first reinforcing steel piece is arranged above or below the second reinforcing steel piece, the inner side surface of the second reinforcing steel piece and the outer side surface of the fourth reinforcing steel piece are abutted against the outer side surface of the upright post template, and the first reinforcing steel piece and the second reinforcing steel piece are arranged vertically;
the second is to drawing the subassembly with fourth is to drawing subassembly parallel arrangement is in the outside of stand template, the second is to drawing the both ends of subassembly respectively with the first end of second reinforcement steel spare with the first end of fourth reinforcement steel spare meets, the fourth is to drawing the both ends of subassembly respectively with the second of second reinforcement steel spare end with the second end of fourth reinforcement steel spare end meets.
Preferably, the length of the reinforcing steel member is greater than the width of the steel form, and the length of the counter-pulling assembly is greater than the width of the steel form.
Further, the reinforced structure further comprises wood wedges, and wedge heads of at least four wood wedges are respectively inserted between the reinforced steel piece and the steel formwork.
Optionally, the number of the wood wedges is 4n, and the 4n wood wedges are uniformly distributed on four side surfaces of the column formwork.
Optionally, the reinforcing steel member is arranged in the middle of the column formwork.
Optionally, the reinforcing steel part comprises two steel pipes arranged in parallel, the counter-pulling assembly is arranged between the two steel pipes, the diameter of each steel pipe is 48mm, and the wall thickness of each steel pipe is 2.5 mm.
Specifically, to drawing the subassembly including to drawing screw rod and two to drawing the bolt, two to drawing the bolt respectively with to drawing the both ends threaded connection of screw rod, just to drawing the bolt setting and being in consolidate the outside of steel part.
Preferably, the bottom of the medial surface of steel form is provided with the foam sticky tape, the thickness of foam sticky tape is 2 ~ 3mm, the inside headroom size of steel form is right the big 1 ~ 2mm of design size of stand.
Compared with the prior art, the utility model discloses a lateral surface at the stand template sets up the reinforcement steel part to it is taut to consolidate the steel part through the assembly of drawing to the right side, makes stand template and stand laminating tight, solves the problem that substructure easily produced the wrong platform on the stand effectively.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a top view of a column form 2 reinforcement structure according to the present invention.
Fig. 2 is a side view of a column formwork 2 reinforcement structure according to the present invention.
Reference numerals: 1-upright post, 2-upright post template, 3-wood wedge, 4-reinforced steel part and 5-split component.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings and embodiments. It is to be understood that the specific embodiments described herein are for purposes of illustration only and are not to be construed as limitations of the invention.
It should be noted that, for convenience of description, only the parts related to the present invention are shown in the drawings.
In the case of conflict, the embodiments and features of the embodiments of the present invention can be combined with each other. The present invention will be described in detail with reference to the accompanying drawings in conjunction with embodiments.
The utility model provides a 2 reinforced structure of stand template, stand template 2 includes four steel form, and four vertical settings of steel form are in four perpendicular sides of stand 1, and the medial surface of steel form and the side laminating of stand 1.
The conventional column formwork 2 is connected in sequence only through the side edges of the four steel formworks to form a square frame structure, a reinforcing component is not arranged, and the situation that the column formwork 2 is unstable may occur.
The reinforced structure sets up in the outside of stand template 2, and the reinforced structure all applys the effort towards stand 1 to four steel templates.
All be provided with reinforced structure through the lateral surface at four steel form of stand template 2, exert inside effort to the steel form through reinforced structure for the medial surface of steel form and the lateral surface laminating of stand 1, thereby avoid appearing the unstable condition of stand 1.
The reinforced structure includes to drawing subassembly 5 and reinforcement steel part 4, and four reinforcement steel parts are the groined type setting in the outside of stand template 2, meet with two both ends of drawing subassembly 5 respectively along two both ends of strengthening steel part 4 that stand 1 symmetry set up, and two are to drawing subassembly 5 and apply the effort towards stand 1 to two reinforcement steel parts 4.
Four reinforcement steel 4 are the groined type and distribute to support with the lateral surface of four steel form respectively and lean on, through to drawing subassembly 5 and apply inside effort F, finally offset with above-mentioned effort F through the outside effort that stand 1 was applied the steel form, thereby realize that steel form, reinforcement steel 4 and stand 1 are in a balanced state, realize fixing stand template 2.
The four reinforcing steel pieces 4 are distributed in a shape like a Chinese character jing, and for convenience of describing the specific structure of the four reinforcing steel pieces 4, the four reinforcing steel pieces 4 are sequentially named as a first reinforcing steel piece, a second reinforcing steel piece, a third reinforcing steel piece and a fourth reinforcing steel piece along the anticlockwise direction or the clockwise direction,
simultaneously, the four counter-pulling components 5 are sequentially named as a first counter-pulling component, a second counter-pulling component, a third counter-pulling component and a fourth counter-pulling component along the anticlockwise direction or the clockwise direction;
it should be noted that the above nomenclature is only for convenience of description, and in fact, four reinforcing steel members 4 and four counter-pulling assemblies 5 may be mixed with each other.
The first reinforcing steel piece and the third reinforcing steel piece are arranged on the outer side of the upright post template 2 in parallel, the first reinforcing steel piece and the third reinforcing steel piece are positioned on the same horizontal plane, and the inner side surface of the first reinforcing steel piece and the outer side surface of the third reinforcing steel piece are abutted against the outer side surface of the upright post template 2;
the first counter-pulling assembly and the third counter-pulling assembly are arranged on the outer side of the upright post template 2 in parallel, two ends of the first counter-pulling assembly are respectively connected with a first end of the first reinforcing steel piece and a first end of the third reinforcing steel piece, and two ends of the third counter-pulling assembly are respectively connected with a second end of the first reinforcing steel piece and a second end of the third reinforcing steel piece;
first reinforcement steel and third reinforcement steel symmetry set up, and lie in the coplanar, and first counter-pull subassembly and third counter-pull subassembly need with first reinforcement steel and third reinforcement steel vertical setting in order to can exert inside effort to first reinforcement steel and third reinforcement steel.
In addition, in order to avoid the situation that the stress is cheap in the process of counter-pulling, the first counter-pulling assembly and the third counter-pulling assembly are also required to be arranged on the same horizontal plane.
The second reinforcing steel piece and the fourth reinforcing steel piece are arranged on the outer side of the upright post template 2 in parallel, the second reinforcing steel piece and the fourth reinforcing steel piece are positioned on the same horizontal plane, the first reinforcing steel piece is arranged above or below the second reinforcing steel piece, the inner side surface of the second reinforcing steel piece and the outer side surface of the fourth reinforcing steel piece are abutted against the outer side surface of the upright post template 2, and the first reinforcing steel piece and the second reinforcing steel piece are arranged vertically;
the second is to drawing the subassembly and the fourth is to drawing the subassembly parallel arrangement in the outside of stand template 2, and the both ends of second is to drawing the subassembly and is met with the first end of the second reinforcement steel part and the first end of the fourth reinforcement steel part respectively, and the both ends of the fourth is to drawing the subassembly and is met with the second end of the second reinforcement steel part and the second end of the fourth reinforcement steel part respectively.
Similarly, the second reinforcing steel piece and the fourth reinforcing steel piece also need to be located at the same horizontal plane, the second counter-pulling component and the fourth counter-pulling base also need to be located at the same horizontal plane, and in order to avoid interference with the first reinforcing steel piece, the horizontal plane where the first reinforcing steel piece is located and the horizontal plane where the second reinforcing steel piece is located need not be overlapped.
Of course, it could be at the same level if interference could be avoided by other means.
The length of the reinforcing steel piece 4 is larger than the width of the steel molding plate, and the length of the opposite-pulling component 5 is larger than the width of the steel molding plate.
The length setting that will consolidate steel part 4 and split subassembly 5 becomes to be greater than the width of steel form, just can realize all setting up the outside at stand template 2 with consolidating steel part 4 and split subassembly 5.
The reinforcing structure further comprises wood wedges 3, and wedge heads of at least four wood wedges 3 are respectively inserted between the reinforcing steel piece 4 and the steel formwork.
By means of the cooperation of the counter-pulling elements 5 and the reinforcing steel 4, a stable fixing of the column formwork 2 is already possible.
However, in order to avoid a situation where there is still a gap between the reinforcing steel 4 and the steel form even if the counter-pulling assembly 5 is under tension, the wooden wedge 3 may be driven in.
The gaps between the reinforced steel part 4 and the steel template can be effectively filled through the wood wedges 3, and the overall quality is further improved.
The number of the wood wedges 3 is 4n, and the 4n wood wedges 3 are uniformly distributed on four side surfaces of the upright post template 2.
The wood wedges 3 with the same number are arranged on each side face, so that the condition of unbalanced stress can be avoided.
The reinforcing steel part 4 is arranged in the middle of the upright column template 2.
The middle part can play a fixed role in the whole upright post template 2, so that the stress of the upper end and the lower end is approximately equal.
Of course, two reinforcing members may be provided, which are respectively located at the upper end and the lower end of the pillar form 2, to achieve stable fixation.
The reinforcing steel part 4 comprises two steel pipes arranged in parallel, the opposite-pulling assembly 5 is arranged between the two steel pipes, the diameter of each steel pipe is 48mm, and the wall thickness of each steel pipe is 2.5 mm.
This is one example. The fixing stability is realized by arranging the opposite-pulling component 5 between two steel pipes.
Of course, it is also possible to provide the reinforcing steel member 4 as a steel plate structure, and to fix the opposite pulling member 5 by providing through holes through both ends of the steel plate.
The split component 5 comprises a split screw and two split bolts, the two split bolts are respectively in threaded connection with two ends of the split screw, and the split bolts are arranged on the outer side of the reinforced steel part 4.
The split bolt and the split screw are common matching bodies, and are not described herein.
This embodiment is through steel form, wood wedge 3 and to drawing mutually supporting of subassembly 5 to adopt two steel pipes and 3 modes of wood wedge to consolidate and squeeze into the form that wood wedge 3 carried out the secondary fastening to the template between groined type hoop and template, constituted stand template 2's reinforced structure, solve the problem that substructure easily produced the wrong platform on stand 1 effectively, accelerate the construction progress, reduce cost effectively simultaneously.
The bottom of the medial surface of steel form is provided with the foam sticky tape, and the thickness of foam sticky tape is 2 ~ 3mm, and the inside headroom size of steel form is 1 ~ 2mm big to the design dimension of stand 1.
A layer of foam adhesive tape is arranged at the bottom of the contact part of the upright post 1 and the steel template, the foam adhesive tape is 2-3mm thick in circle, and the foam adhesive tape is closely attached to the bottom of the upright post template 2, so that slurry leakage in the concrete pouring process can be avoided.
In the description herein, reference to the description of the terms "one embodiment/mode," "some embodiments/modes," "example," "specific example," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment/mode or example is included in at least one embodiment/mode or example of the application. In this specification, the schematic representations of the terms used above are not necessarily intended to be the same embodiment/mode or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments/modes or examples. Furthermore, the various embodiments/aspects or examples and features of the various embodiments/aspects or examples described in this specification can be combined and combined by one skilled in the art without conflicting therewith.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present application, "plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
It will be understood by those skilled in the art that the foregoing embodiments are provided for clarity of description only, and are not intended to limit the scope of the invention. Other variations or modifications to the above described embodiments will be apparent to those skilled in the art and are within the scope of the invention.

Claims (9)

1. A column template reinforcing structure comprises four steel templates which are vertically arranged on four vertical side surfaces of a column, and the inner side surfaces of the steel templates are attached to the side surfaces of the column, and is characterized in that the reinforcing structure is arranged on the outer side of the column template and applies acting force towards the column to the four steel templates;
reinforced structure is including drawing the subassembly and consolidating the steel part, four consolidate just the piece and be the groined type setting and be in the outside of stand template follows two that the stand symmetry set up consolidate the both ends of steel part respectively with two meet the both ends of drawing the subassembly, two draw the subassembly to two consolidate the steel part and apply the orientation the effort of stand.
2. The column form reinforcing structure according to claim 1, wherein four of the reinforcing steel members are sequentially set as a first reinforcing steel member, a second reinforcing steel member, a third reinforcing steel member and a fourth reinforcing steel member, and four of the counter-pulling assemblies are sequentially set as a first counter-pulling assembly, a second counter-pulling assembly, a third counter-pulling assembly and a fourth counter-pulling assembly;
the first reinforcing steel piece and the third reinforcing steel piece are arranged on the outer side of the upright post template in parallel, the first reinforcing steel piece and the third reinforcing steel piece are positioned on the same horizontal plane, and the inner side surface of the first reinforcing steel piece and the outer side surface of the third reinforcing steel piece are abutted against the outer side surface of the upright post template;
the first counter-pulling assembly and the third counter-pulling assembly are arranged on the outer side of the upright post template in parallel, two ends of the first counter-pulling assembly are respectively connected with the first end of the first reinforcing steel piece and the first end of the third reinforcing steel piece, and two ends of the third counter-pulling assembly are respectively connected with the second end of the first reinforcing steel piece and the second end of the third reinforcing steel piece;
the second reinforcing steel piece and the fourth reinforcing steel piece are arranged on the outer side of the upright post template in parallel, the second reinforcing steel piece and the fourth reinforcing steel piece are positioned on the same horizontal plane, the first reinforcing steel piece is arranged above or below the second reinforcing steel piece, the inner side surface of the second reinforcing steel piece and the outer side surface of the fourth reinforcing steel piece are abutted against the outer side surface of the upright post template, and the first reinforcing steel piece and the second reinforcing steel piece are arranged vertically;
the second is to drawing the subassembly with fourth is to drawing subassembly parallel arrangement is in the outside of stand template, the second is to drawing the both ends of subassembly respectively with the first end of second reinforcement steel spare with the first end of fourth reinforcement steel spare meets, the fourth is to drawing the both ends of subassembly respectively with the second of second reinforcement steel spare end with the second end of fourth reinforcement steel spare end meets.
3. The column form reinforcing structure of claim 2, wherein the length of the reinforcing steel member is greater than the width of the steel form, and the length of the counter-pulling assembly is greater than the width of the steel form.
4. The column form reinforcing structure according to claim 2, wherein the reinforcing structure further comprises wood wedges, and wedge heads of at least four of the wood wedges are respectively inserted between the reinforcing steel member and the steel form.
5. The column form reinforcing structure according to claim 4, wherein the number of the wood wedges is 4n, and the 4n wood wedges are uniformly distributed on four sides of the column form.
6. The pillar form reinforcing structure according to claim 4, wherein the reinforcing steel member is provided at a middle portion of the pillar form.
7. The column formwork reinforcing structure according to claim 4, wherein the reinforcing steel member comprises two steel pipes arranged in parallel, the counter-pulling assembly is arranged between the two steel pipes, the diameter of each steel pipe is 48mm, and the wall thickness of each steel pipe is 2.5 mm.
8. The column form reinforced structure of claim 4, wherein the split assembly comprises a split screw and two split bolts, the two split bolts are respectively in threaded connection with two ends of the split screw, and the split bolts are arranged on the outer side of the reinforced steel member.
9. The column formwork reinforcing structure of claim 1, wherein the bottom of the inner side surface of the steel formwork is provided with a foam adhesive tape, the thickness of the foam adhesive tape is 2-3mm, and the internal clearance size of the steel formwork is 1-2 mm larger than the design size of the column.
CN202121170185.2U 2021-05-28 2021-05-28 Stand template reinforced structure Active CN214739933U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121170185.2U CN214739933U (en) 2021-05-28 2021-05-28 Stand template reinforced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121170185.2U CN214739933U (en) 2021-05-28 2021-05-28 Stand template reinforced structure

Publications (1)

Publication Number Publication Date
CN214739933U true CN214739933U (en) 2021-11-16

Family

ID=78626088

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121170185.2U Active CN214739933U (en) 2021-05-28 2021-05-28 Stand template reinforced structure

Country Status (1)

Country Link
CN (1) CN214739933U (en)

Similar Documents

Publication Publication Date Title
CN205636496U (en) A interim strutting arrangement that is used for support frame bridge crane and whole hole case roof beam
CN210684428U (en) Deck-type arch bridge arch rib construction structure
CN103410102A (en) H-shaped double column pier wide-bridge-surface cantilever temporary consolidation structure and construction method thereof
CN214739933U (en) Stand template reinforced structure
CN215947749U (en) Prefabricated assembled ballast bed
CN115541856A (en) Test device for simulating concrete disturbance of joint of spliced wide bridge
CN104532758A (en) A Construction Support for No. 0 Block of Prestressed Concrete Cantilevered Continuous Beam
CN212802108U (en) Assembled detachable non-bearing partition wall
CN210458906U (en) Prefabricated bridge structure in tunnel
CN206913414U (en) Assembled steel pedestal
CN115229680A (en) Method for constructing super-long sleeve with interlayer
CN210341966U (en) Basic cushion cap instrumentization template structure
CN209491947U (en) A stretchable prestressed beam-slab tensioning pedestal
CN217517365U (en) Template of cast-in-place box girder
CN220503661U (en) Prefabricated frame pier stud structure of assembling
CN112554403A (en) FRP concrete I-shaped combined member and implementation method thereof
CN221779105U (en) A new composite beam for converting masonry structure wall into beam
CN218541534U (en) UPVC pipe concrete column supporting system for post-cast strip of top plate of warehouse
CN211396009U (en) Prefabricated assembled concrete frame connection structure
CN219993187U (en) Construction device for guaranteeing high-precision bolt group/group installation precision
CN222716022U (en) Novel explosion-proof mould of bulky cushion cap concrete location device
CN219175019U (en) Bridge pier body widening template
CN215629489U (en) New and old beam-slab connection device for expressway reconstruction and expansion
CN222162641U (en) Mould hanging device for post-pouring plate of shield well
CN219604137U (en) Underground continuous wall roof support pier

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant