CN214531211U - High-rise building concrete expansion band compensation structure - Google Patents
High-rise building concrete expansion band compensation structure Download PDFInfo
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- CN214531211U CN214531211U CN202120828403.0U CN202120828403U CN214531211U CN 214531211 U CN214531211 U CN 214531211U CN 202120828403 U CN202120828403 U CN 202120828403U CN 214531211 U CN214531211 U CN 214531211U
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Abstract
The utility model discloses a high-rise building concrete expansion band compensation structure, which comprises an expansion reinforcing band concrete main body and compensation shrinkage concrete main bodies arranged at two sides of the expansion reinforcing band concrete main body, wherein an upper layer of steel bar component and a lower layer of steel bar component are respectively arranged in the expansion reinforcing band concrete main body and the compensation shrinkage concrete main body; the stone blocking rod is provided with a plurality of evenly distributed between inflation strengthening band concrete main part and the compensation shrink concrete main part, the both sides of stone blocking rod are provided with the wire net, stone blocking rod passes through the tighrening ring and is connected each other with the wire net, the upper and lower both sides of two wire nets are connected each other through evenly distributed's a plurality of connecting hook rod structure along its border ditch, can make the fixed of wire net firm through stone blocking rod and tighrening ring cooperation, avoid receiving the concrete impact and warp the aversion, stone blocking rod can realize the firm support to the wire net, connecting hook rod structure can strengthen the connection between two wire nets and fix.
Description
Technical Field
The utility model relates to a building technical field, concretely relates to high-rise building concrete expansion area compensation structure.
Background
Along with the continuous improvement of the requirements of social production and people's life on the multifunctionalization and permanence of buildings, the engineering structure is more and more complicated and huge, so that the application of super-large structures and large-volume concrete buildings is more and more common. The engineering world is seriously troubled by the problem of cracks generated by the overlong structure, and the existence of the cracks can influence the safety and the durability of the structure on one hand and influence the waterproof performance and the attractiveness of the structure on the other hand. At present, most projects adopt a method of arranging post-pouring seams to solve the problems, however, in practical application, the method has adverse effects on project progress, construction management, waterproofing in construction stages and the like. The construction process of the expansion reinforcing band can be adopted for solving the problems of the traditional construction process of the settlement post-cast band, and the technology of continuous casting seamless construction is selected, but in the prior art, a steel wire mesh between the concrete main body of the expansion reinforcing band and the concrete main body of the compensation shrinkage band is not firmly fixed, so that the expansion reinforcing band is easy to deform and shift due to concrete impact.
Disclosure of Invention
The utility model aims at providing a high-rise building concrete expansion area compensation structure just in order to solve above-mentioned problem, it is firm to have the fixed that can make the wire net, avoids receiving advantages such as concrete impact deformation aversion, sees the explanation below for details.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides a high-rise building concrete expansion band compensation structure, which comprises an expansion reinforcing band concrete main body and compensation shrinkage concrete main bodies arranged at two sides of the expansion reinforcing band concrete main body, wherein an upper layer of steel bar component and a lower layer of steel bar component are respectively arranged in the expansion reinforcing band concrete main body and the compensation shrinkage concrete main body;
be provided with a plurality of evenly distributed's fender stone pole between inflation strengthening band concrete body and the compensation shrink concrete body, the both sides of fender stone pole are provided with the wire net, and the fender stone pole passes through the tighrening ring and is connected each other with the wire net, and the upper and lower both sides of two wire nets are connected each other through evenly distributed's a plurality of connection hook rod structure along its border ditch.
Adopt above-mentioned structure, in practical application, the position of inflation strengthening band concrete main part and compensation shrink concrete main part is confirmed according to the position of design, and should accord with inerrably, two-layer reinforcing bar component about the ligature, and hang two wire net partitions in the clearance department between inflation strengthening band concrete main part and compensation shrink concrete main part, and set up the vertical stone blocking pole of a plurality of evenly distributed between two wire nets, bind wire net and stone blocking pole through the tighrening ring, stone blocking pole can prevent the stone in the concrete and pass through and can consolidate the support to the wire net, and connect two wire nets each other through connecting the hook rod structure.
Preferably, the reinforcing steel bar member comprises a plurality of X-direction reinforcing steel bar rods and Y-direction reinforcing steel bar rods which are vertically and crossly distributed, the cross joints of the X-direction reinforcing steel bar rods and the Y-direction reinforcing steel bar rods are connected with each other through steel wires, a steel wire mesh is arranged between the upper layer and the lower layer of Y-direction reinforcing steel bar rods, and the cross section of the steel wire mesh is C-shaped.
Preferably, the connecting hook rod structure comprises a rod body, hooks are formed at two ends of the rod body, and limiting notches are formed at the connecting parts of the hooks and the rod body.
Preferably, the gap between two adjacent stone blocking rods is 2mm-10 mm.
Preferably, the distance between the two steel meshes is 2000 mm.
Preferably, the X-direction reinforcing steel bar rod positioned in the expansion reinforcing band concrete body extends towards the shrinkage-compensating concrete body, and the extension length is 900mm-1100 mm.
Preferably, more than two fastening rings are arranged along the axial direction of the stone blocking rod and are uniformly distributed.
Has the advantages that: can be so that the fixed of wire net is firm through fender stone pole and tighrening ring cooperation, avoid receiving the concrete impact and warp the aversion, keep off the firm support of stone pole can realize the wire net, connect the hook rod structure and can strengthen the connection between two wire nets fixed.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a front view of the present invention;
figure 2 is a left side view of figure 1 of the present invention;
fig. 3 is an enlarged view of a portion a of fig. 1 according to the present invention;
fig. 4 is a schematic view of the structure of the connecting hook rod of the present invention.
The reference numerals are explained below: 1. an expansive reinforcing band concrete body; 2. a shrinkage-compensating concrete body; 3. an X-direction reinforcing steel bar rod; 4. a Y-direction reinforcing steel bar rod; 5. steel wire mesh; 6. a connecting hook rod structure; 6a, a rod body; 6b, hanging hooks; 6c, limiting gaps; 7. a stone blocking rod; 8. and (5) fastening the ring.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be described in detail below. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, the utility model provides a high-rise building concrete expansion band compensation structure, which comprises an expansion reinforcing band concrete body 1 and a compensation shrinkage concrete body 2 arranged at two sides of the expansion reinforcing band concrete body 1, wherein an upper layer of steel bar member and a lower layer of steel bar member are respectively arranged in the expansion reinforcing band concrete body 1 and the compensation shrinkage concrete body 2; be provided with a plurality of evenly distributed's stone blocking rod 7 between inflation strengthening band concrete main part 1 and the compensation shrink concrete main part 2, the both sides of stone blocking rod 7 are provided with wire net 5, and the distance between two wire nets 5 is 2000 mm. The stone blocking rod 7 is connected with the steel wire mesh 5 through the fastening rings 8, and more than two fastening rings 8 which are uniformly distributed are arranged in the axial direction of the stone blocking rod 7. As the important technical scheme of this case, keep off the stone pole 7 and can prevent the stone in the concrete to pass through and can consolidate the support to wire net 5, and the clearance between two next-door neighbour's fender stone poles 7 is 2mm-10mm, and further the clearance between two fender stone poles 7 adopts 5mm, can also be convenient for the tighting ring 8 to pass through the clearance between two fender stone poles 7 and tie up fixedly when playing very good prevention stone in the concrete and passing through. The upper and lower sides of the two steel wire meshes 5 are connected with each other along the edge grooves thereof through a plurality of connecting hook rod structures 6 which are uniformly distributed.
Referring to the attached drawings 1 and 2 in the specification, the steel bar component comprises a plurality of X-direction steel bar rods 3 and Y-direction steel bar rods 4 which are vertically and crossly distributed, the cross connection positions between the X-direction steel bar rods 3 and the Y-direction steel bar rods 4 are connected with each other through steel wires, a steel wire mesh 5 is arranged between the upper layer and the lower layer of the Y-direction steel bar rods 4, the cross section of the steel wire mesh 5 is C-shaped, and the steel wire mesh 5 which is C-shaped is respectively wound around from the upper side surface and the lower side surface of the Y-direction steel bar rods 4 which are vertically distributed in an arc shape. The X-direction reinforcing steel bar rods 3 positioned in the expansion reinforcing band concrete body 1 extend towards the shrinkage-compensating concrete body 2, and the extension length is 900mm-1100 mm.
See the description and the attached figure 4 shows that the connecting hook rod structure 6 comprises a rod body 6a, hooks 6b are formed at two ends of the rod body 6a, and a limiting notch 6c is formed at the connecting part of the hooks 6b and the rod body 6 a. Specifically, through above-mentioned specific design, in order to closely link together two wire net 5 and closely laminate with stone blocking rod 7, can also fix firmly wire net 5, separate the compensation shrink concrete main part 2 that inflation strengthening band concrete main part 1 and both sides were provided with, in practical application, couple 6b articulates each other with wire net 5's net gape to realize the spacing connection with wire net 5 through spacing breach 6c, make to connect firmly, avoid droing.
The utility model discloses outstanding advantage is: can be so that the fixed of wire net is firm through the cooperation of stone blocking rod 7 and tighrening ring 8, avoid receiving the concrete impact and warp the aversion, stone blocking rod 7 can realize the firm support to wire net 5, and connection hook rod structure 6 can strengthen the connection between two wire nets 5 and fix.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (7)
1. The utility model provides a high-rise building concrete expansion area compensation structure which characterized in that: the expansion reinforcing band concrete body comprises an expansion reinforcing band concrete body (1) and compensation shrinkage concrete bodies (2) arranged on two sides of the expansion reinforcing band concrete body (1), wherein an upper layer of reinforcing steel bar member and a lower layer of reinforcing steel bar member are respectively arranged in the expansion reinforcing band concrete body (1) and the compensation shrinkage concrete body (2);
be provided with a plurality of evenly distributed's stone blocking rod (7) between inflation strengthening band concrete body (1) and compensation shrink concrete body (2), the both sides of stone blocking rod (7) are provided with wire net (5), and stone blocking rod (7) are connected each other through tighrening ring (8) and wire net (5), and the upper and lower both sides of two wire nets (5) are connected each other through evenly distributed's a plurality of connection hook rod structure (6) along its border ditch.
2. The high-rise building concrete expansion band compensation structure of claim 1, wherein: the steel bar member comprises a plurality of X-direction steel bar rods (3) and Y-direction steel bar rods (4) which are distributed in a vertical crossing mode, the X-direction steel bar rods (3) and the Y-direction steel bar rods (4) are connected with each other through steel wires at cross connection positions, a steel wire mesh (5) is arranged between the upper layer of Y-direction steel bar rods (4) and the lower layer of Y-direction steel bar rods, and the cross section of the steel wire mesh (5) is C-shaped.
3. The high-rise building concrete expansion band compensation structure of claim 1, wherein: the connecting hook rod structure (6) comprises a rod body (6 a), hooks (6 b) are formed at two ends of the rod body (6 a), and limiting notches (6 c) are formed at the connecting positions of the hooks (6 b) and the rod body (6 a).
4. The high-rise building concrete expansion band compensation structure of claim 1, wherein: the gap between two adjacent stone blocking rods (7) is 2mm-10 mm.
5. The high-rise building concrete expansion band compensation structure of claim 1, wherein: the distance between the two steel wire meshes (5) is 2000 mm.
6. The high-rise building concrete expansion band compensation structure of claim 2, wherein: the X-direction reinforcing steel bar rod (3) positioned in the expansion reinforcing band concrete body (1) extends towards the shrinkage-compensating concrete body (2) and has the extending length of 900mm-1100 mm.
7. The high-rise building concrete expansion band compensation structure of claim 1, wherein: more than two fastening rings (8) which are uniformly distributed are arranged along the axial direction of the stone blocking rod (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120828403.0U CN214531211U (en) | 2021-04-22 | 2021-04-22 | High-rise building concrete expansion band compensation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120828403.0U CN214531211U (en) | 2021-04-22 | 2021-04-22 | High-rise building concrete expansion band compensation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214531211U true CN214531211U (en) | 2021-10-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120828403.0U Active CN214531211U (en) | 2021-04-22 | 2021-04-22 | High-rise building concrete expansion band compensation structure |
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|---|---|
| CN (1) | CN214531211U (en) |
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2021
- 2021-04-22 CN CN202120828403.0U patent/CN214531211U/en active Active
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