CN209854972U - Novel embedded PVC pipe reinforced concrete low shear wall structure - Google Patents
Novel embedded PVC pipe reinforced concrete low shear wall structure Download PDFInfo
- Publication number
- CN209854972U CN209854972U CN201920429647.4U CN201920429647U CN209854972U CN 209854972 U CN209854972 U CN 209854972U CN 201920429647 U CN201920429647 U CN 201920429647U CN 209854972 U CN209854972 U CN 209854972U
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- China
- Prior art keywords
- shear wall
- pvc
- pvc pipe
- reinforcing steel
- wall structure
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- Expired - Fee Related
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 22
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 238000009434 installation Methods 0.000 claims abstract description 4
- 238000007789 sealing Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000010008 shearing Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a novel embedded PVC pipe reinforced concrete low shear wall structure, which comprises a ground beam, a frame beam, a shear wall and PVC pipes; the shear wall is arranged between the ground beam and the frame beam, and PVC pipes are arranged inside the shear wall to form an integral anti-seismic shear wall structure with the PVC pipes embedded inside; the shear wall comprises a concrete layer and a reinforcing steel layer, wherein the reinforcing steel layer is uniformly arranged from a ground beam to a frame beam according to building specifications, is arranged along the arrangement direction of the shear wall, and reserves a PVC pipe installation embedding position; after the PVC pipes are arranged, the ports at the two ends of the PVC pipes are sealed, and a concrete layer is poured to form the integral shear wall structure.
Description
Technical Field
The utility model relates to a building field especially relates to a novel low shear wall structure of embedded PVC pipe reinforced concrete.
Background
In order to meet the multifunctional use requirements of buildings, high-rise buildings with large spaces at the bottom are more and more widely applied to urban construction. Due to the limitation of the height of the structural layer and the relatively large opening and depth of the underlying frame, the aspect ratio of the shear wall in this case is generally less than 1, forming a so-called low shear wall. According to the survey results of earthquake damage of the past and a large number of experimental researches, the low shear wall mainly takes shear deformation as main, brittle failure occurs, the member is not obviously damaged, the earthquake-resistant performance is poor, the existing structural technology does not meet the earthquake-resistant requirement of the building or influences the building attractiveness after the building is built, and the low shear wall cannot be popularized to the majority of buildings. Therefore, engineering technicians need a novel embedded PVC pipe reinforced concrete low shear wall structure, and the earthquake resistance of the low shear wall at the bottom of a building is improved on the premise of ensuring the neat appearance of the building.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect with not enough, provide a novel low shear wall structure of buried PVC pipe reinforced concrete, under the clean and tidy prerequisite of assurance building outward appearance, improve the anti-seismic performance of the low shear wall of building bottom.
In order to realize the technical purpose, the utility model discloses a technical scheme is: a novel embedded PVC pipe reinforced concrete low shear wall structure comprises a ground beam, a frame beam, a shear wall and PVC pipes; the shear wall is arranged between the ground beam and the frame beam, and PVC pipes are arranged inside the shear wall to form an integral anti-seismic shear wall structure with the PVC pipes embedded inside; the ground beam is a building foundation beam and is used as a building bottom layer stress member; the frame beam is a bearing component of the upper structure of the building; the shear wall comprises a concrete layer and a reinforcing steel layer, wherein the reinforcing steel layer is uniformly arranged from a ground beam to a frame beam according to building specifications, is arranged along the arrangement direction of the shear wall, and reserves a PVC pipe installation embedding position; the PVC pipe is a PVC environment-friendly circular pipe, is uniformly arranged among the steel bar layers, and is provided with reinforcing steel bars at two sides so as to ensure the shearing resistance of the PVC pipe; after the PVC pipes are arranged, sealing ports at two ends of the PVC pipes, and pouring to form a concrete layer to form an integral shear wall structure; holes are reserved at two ends of the PVC pipe, penetrate through the reinforcing steel bars and are bound and fixed with the stressed reinforcing steel bars on the reinforcing steel bar layer, and the anti-floating effect of the PVC pipe in the concrete layer pouring process is guaranteed.
Preferably, the thickness of the shear wall is set to be 200 mm.
Preferably, the arrangement distance of the PVC pipes inside the shear wall is 400 mm.
The utility model has the advantages that: the utility model can convert the common low shear wall into a plurality of wall columns with the height-width ratio larger than 1, which is characterized in that the low shear wall is converted into the bending damage of each wall limb unit from the integral shearing damage, the strength of the material is fully utilized, and the energy consumption capability of the low shear wall is improved; on the premise of not influencing the appearance of the building, the anti-seismic performance of the building shear wall can be effectively improved.
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 application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a schematic front view of the present invention.
Fig. 2 is a schematic side view of the structure of the present invention.
Fig. 3 is a schematic plan view of the structure of the present invention.
Fig. 4 is the utility model discloses a front view reinforcing bar schematic diagram.
Fig. 5 is the utility model discloses a look sideways at reinforcing bar schematic diagram.
Fig. 6 is a schematic view of the overlooking reinforcement of the present invention.
Wherein, 1 is a ground beam, 2 is a frame beam, 3 is a shear wall, 3-1 is a concrete layer, 3-2 is a reinforcing steel layer, and 4 is a PVC pipe.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1-6, a novel embedded PVC pipe reinforced concrete low shear wall structure mainly comprises: the shear wall comprises a ground beam 1, a frame beam 2, a shear wall 3 and a PVC pipe 4; the shear wall 3 is arranged between the ground beam 1 and the frame beam 2, and PVC pipes 4 are arranged inside the shear wall 3 to form an integral anti-seismic shear wall structure with the PVC pipes embedded inside; the ground beam 1 is a building foundation beam and is used as a building bottom layer stress member; the frame beam 2 is a bearing component of the upper structure of the building; the shear wall 3 comprises a concrete layer 3-1 and a reinforcing steel layer 3-2, wherein the reinforcing steel layer 3-2 is uniformly arranged from a ground beam 1 to a frame beam 2 according to building specifications and is arranged along the arrangement direction of the shear wall 3, and the installation and embedding positions of PVC pipes 4 are reserved; the PVC pipe 4 is a PVC environment-friendly circular pipe, is uniformly arranged among the reinforcing steel bar layers 3-2, and reinforcing steel bars are arranged on two sides of the PVC pipe 4 so as to ensure the shearing resistance of the PVC pipe 4; after the PVC pipes 4 are arranged, sealing ports at two ends of the PVC pipes, and pouring to form a concrete layer 3-1 to form an integral shear wall 4 structure; holes are reserved at two ends of the PVC pipe 4, penetrate through the reinforcing steel bars and are bound and fixed with the stressed reinforcing steel bars of the reinforcing steel bar layer 3-2, and the anti-floating effect of the PVC pipe 4 in the concrete layer 3-1 pouring process is guaranteed.
In a specific implementation, the thickness of the shear wall 3 is set to 200 mm.
In the specific implementation, the arrangement distance of the PVC pipes 4 inside the shear wall 3 is 400 mm.
The technical contents and features of the present invention have been disclosed as above, and those skilled in the art may still make substitutions and modifications based on the teachings of the present invention without departing from the spirit of the present invention, therefore, the protection scope of the present invention is not limited to the contents disclosed in the embodiments, but also includes various substitutions and modifications without departing from the spirit of the present invention.
Claims (3)
1. The utility model provides a novel low shear wall structure of buried PVC pipe reinforced concrete which characterized in that: comprises a ground beam, a frame beam, a shear wall and a PVC pipe; the shear wall is arranged between the ground beam and the frame beam, and PVC pipes are arranged inside the shear wall to form an integral anti-seismic shear wall structure with the PVC pipes embedded inside; the shear wall comprises a concrete layer and a reinforcing steel layer, wherein the reinforcing steel layer is uniformly arranged from a ground beam to a frame beam according to building specifications, is arranged along the arrangement direction of the shear wall, and reserves a PVC pipe installation embedding position; the PVC pipe is a PVC environment-friendly circular pipe, is uniformly arranged among the steel bar layers, and is provided with reinforcing steel bars at two sides; after the PVC pipes are arranged, sealing ports at two ends of the PVC pipes, and pouring to form a concrete layer; holes are reserved at two ends of the PVC pipe, penetrate through the reinforcing steel bars and are bound and fixed with the stressed reinforcing steel bars of the reinforcing steel bar layer.
2. The novel embedded PVC pipe reinforced concrete low shear wall structure as claimed in claim 1, wherein: the thickness of the shear wall is set to be 200 mm.
3. The novel embedded PVC pipe reinforced concrete low shear wall structure as claimed in claim 1, wherein: the arrangement distance of the PVC pipes in the shear wall is 400 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920429647.4U CN209854972U (en) | 2019-03-29 | 2019-03-29 | Novel embedded PVC pipe reinforced concrete low shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920429647.4U CN209854972U (en) | 2019-03-29 | 2019-03-29 | Novel embedded PVC pipe reinforced concrete low shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209854972U true CN209854972U (en) | 2019-12-27 |
Family
ID=68936269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920429647.4U Expired - Fee Related CN209854972U (en) | 2019-03-29 | 2019-03-29 | Novel embedded PVC pipe reinforced concrete low shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209854972U (en) |
-
2019
- 2019-03-29 CN CN201920429647.4U patent/CN209854972U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191227 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |