CN207032579U - A kind of both ends carry the partition wall of shear wall - Google Patents
A kind of both ends carry the partition wall of shear wall Download PDFInfo
- Publication number
- CN207032579U CN207032579U CN201720991681.1U CN201720991681U CN207032579U CN 207032579 U CN207032579 U CN 207032579U CN 201720991681 U CN201720991681 U CN 201720991681U CN 207032579 U CN207032579 U CN 207032579U
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- China
- Prior art keywords
- wall
- partition wall
- shear
- fore
- bar
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- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses the partition wall that a kind of both ends carry shear wall, comprising partition wall, shear wall and fore-set, the partition wall both ends are provided with shear wall, and fore-set, partition wall, shear wall and the shaping of fore-set integral preform are respectively equipped with the shear wall outer ledge of both ends；Provided with some cavitys for running through wall upper and lower end face and being linearly distributed in the partition wall, partition wall is interior to be provided with partition wall reinforcing bar；Be provided with shear force wall reinforcing steel bar and the pouring hole through wall upper and lower end face in the shear wall, shear force wall reinforcing steel bar and partition wall reinforcing bar join together entirety, and wall upper and lower end face is provided with protruding bar, the of length no more than partition wall bottom end face of shear wall bottom protruding bar；Fore-set reinforcing bar is provided with the fore-set, fore-set reinforcing bar is connected integrally with shear force wall reinforcing steel bar.Using the utility model, partition wall, shear wall and fore-set are jointly pre-formed, improve wall integrity energy, reduce installation seam, improve assembly rate；Both ends fore-set plays a part of temporary support wall, reduces support member, simplifies construction method.
Description
Technical field
Assembled architecture technical field is the utility model is related to, specifically a kind of both ends carry the partition wall of shear wall.
Background technology
Shear wall is also known as wind-resistant wall or seismic structural wall, earthquake resistant wall, structural wall, and wind load is primarily subjected in house or structures or earthquake is made
With caused horizontal loading and the wall of vertical load, prevent structure shear from destroying.Partition wall is separation building interior space
Wall.In assembled architecture, partition wall and shear wall are first prefabricated in the factory to be molded to transport to scene again and installed, and have and build speed
Degree is fast, and climate conditionality is small, the advantages that saving labour and can improve construction quality.
Prior art mid-board and shear wall often separate the prefabricated scene of transporting again and carry out assembly, make component to be installed
Increasing number increase wall seam, reduction wall integrity energy, has wall integrity, it is necessary to consume more manpower and materials
Difference, the cumbersome shortcoming such as low with operating efficiency of construction.
In shear wall installation, the quality of quality of connection directly affects construction quality between shear force wall reinforcing steel bar, determines work
Cheng Jianshe success or failure.At present, vertical distributing reinforcement connects mainly by grout sleeve between shear wall, and it installs connection simply, but connects
Quality is difficult to ensure that, influences construction quality.In the prior art, also there is shear wall upper and lower end face to reserve protruding bar, erect wall
The existing bar connecting modes such as overlap joint, welding and mechanical connection can be used to distributing reinforcement, quality of connection is safe and reliable, but the shearing
Bottom is hanging, it is necessary to install bottom support and shear wall bottom needs wall mold complicated when wall is installed, and has installation
It is cumbersome, waste time and energy, the shortcoming such as operating efficiency is low.
Utility model content
The utility model purpose is to provide the partition wall that a kind of both ends carry shear wall, it is possible to achieve partition wall, shear wall and
Fore-set is jointly prefabricated, reduces wall installation seam and support member, uses manpower and material resources sparingly, improve wall integrity energy, simplifies construction
Method, shear wall upper and lower end face are provided with protruding bar, it is possible to achieve the vertical distributing reinforcement of wall is using overlap joint, welding and mechanically connects
Connected etc. existing bar connecting mode, connection is safe and reliable, ensures construction quality.
The utility model solves above-mentioned technical problem with following technical scheme：
A kind of both ends carry the partition wall of shear wall, and comprising partition wall, shear wall and fore-set, the partition wall both ends are provided with shearing
Wall, fore-set, partition wall, shear wall and the shaping of fore-set integral preform are respectively equipped with the shear wall outer ledge of both ends；
Provided with some cavitys for running through wall upper and lower end face and being linearly distributed in the partition wall, partition wall is interior to be provided with partition wall steel
Muscle, partition wall reinforcing bar are two layers of reinforcing bar web frame；
Shear force wall reinforcing steel bar and the pouring hole through wall upper and lower end face, shear force wall reinforcing steel bar and partition wall are provided with the shear wall
Reinforcing bar joins together entirety, and wall upper and lower end face is provided with protruding bar, protruding bar be the vertical distributing reinforcement of wall stretch out and
Its development length mutually staggers, the of length no more than partition wall bottom end face of shear wall bottom protruding bar；
Fore-set reinforcing bar is provided with the fore-set, fore-set reinforcing bar is connected integrally with shear force wall reinforcing steel bar, fore-set bottom end
Face is located in same level with partition wall bottom end face.
The shear force wall reinforcing steel bar is two layers of reinforcing bar web frame, and bar-mat reinforcement is provided with the drawing in blossom type arrangement or square type arrangement
Tie muscle, tension rib hooks the vertical distributing reinforcement of two layers bar-mat reinforcement and horizontal distribution muscle and avoids wall pouring hole structure.
The partition wall can be provided with window opening OR gate hole according to building demand.
Compared with prior art, the utility model has the advantages that：
1) common pre-formed transport again to scene of partition wall, shear wall and fore-set is installed, and reduces wall installation seam
With lifting number, use manpower and material resources sparingly, improve wall integrity energy；Shear wall upper and lower end face is provided with protruding bar, can during installation
To realize that the vertical distributing reinforcement of wall connects in a manner of using the existing bar connectings such as overlap joint, welding and mechanical connection, quality of connection is more
Add safe and reliable, guarantee construction quality.
2) join together entirety and formed by integrally casting of the reinforcing bar of partition wall, shear wall and fore-set is molded, and improves wall integrity energy,
During installation, both ends fore-set plays the effect of temporary support wall, only need to install a small amount of wall bearing diagonal part, and shear wall bottom
Partition wall and fore-set on two sides play mould action, wall mold only need to be installed in another two side, formwork is simple
Convenient, installation is simple, shortens the engineering time, has the advantages that simplified construction method and improves operating efficiency.
3) some cavitys being linearly distributed are provided with partition wall, there is heat preservation and soundproof, mitigate deadweight and be easy to the excellent of lifting
Point；The size of partition wall, shear wall and fore-set is determined by building demand, and partition wall can be provided with window opening OR gate hole according to building demand,
A variety of situations are applicable to, have the advantages that applicability is extensively and practical.
Brief description of the drawings
Fig. 1 is the agent structure schematic diagram of partition wall of the utility model both ends with shear wall.
Fig. 2 is partition wall inside bar construction distribution schematic diagram of the both ends with shear wall in Fig. 1.
In figure：1. protruding bar, 2. fore-sets, 3. shear walls, 4. pouring holes, 5. cavitys, 6. partition walls, 7. fore-set reinforcing bars, 8.
Shear force wall reinforcing steel bar, 9. partition wall reinforcing bars.
Embodiment
Below in conjunction with the accompanying drawings 1 and accompanying drawing 2 to a kind of both ends of the utility model with shear wall partition wall make further retouch
State：
As depicted in figs. 1 and 2, a kind of both ends of the utility model carry the partition wall of shear wall, include partition wall 6, the and of shear wall 3
Fore-set 2, the both ends of partition wall 6 are provided with shear wall 3, and fore-set 2, partition wall 6, shearing are respectively equipped with the outer ledge of both ends shear wall 3
Wall 3 and the shaping of the integral preform of fore-set 2；
Provided with some through wall upper and lower end face and the cavitys 5 that are linearly distributed in the partition wall 6, be provided with partition wall 6 every
Wall reinforcing bar 9, partition wall reinforcing bar 9 are two layers of reinforcing bar web frame, and partition wall 6 can be provided with window opening OR gate hole according to building demand；
Be provided with shear force wall reinforcing steel bar 8 and the pouring hole 4 through wall upper and lower end face in the shear wall 3, shear force wall reinforcing steel bar 8 and
Partition wall reinforcing bar 9 joins together entirety, and wall upper and lower end face is provided with protruding bar 1, and protruding bar 1 is that the vertical distributing reinforcement of wall is outside
Extend and its development length mutually staggers, 3 bottom protruding bar of shear wall, 1 of length no more than bottom end face of partition wall 6, shear wall steel
Muscle 8 is two layers of reinforcing bar web frame, and bar-mat reinforcement is provided with the tension rib in blossom type arrangement or square type arrangement, and tension rib hooks two layers
The vertical distributing reinforcement and horizontal distribution muscle of bar-mat reinforcement and avoid the structure of wall pouring hole 4；
Fore-set reinforcing bar 7 is provided with the fore-set 2, fore-set reinforcing bar 7 is connected integrally with shear force wall reinforcing steel bar 8, the bottom of fore-set 2
End surface is located in same level with the bottom end face of partition wall 6.
During installation, positioning of being rule first on base surface or flooring, then at the reserved steel bar on base surface or flooring
It is inserted in the wall stirrup of closing；Mortar is first sat on the base surface or flooring of partition wall 6 to be installed, then by wall lifting in place, is adjusted
The levelness and perpendicularity of whole partition wall, wall bearing diagonal part is installed；Then by the wall bottom protruding bar 1 of both ends shear wall 3 with
Reserved steel bar is connected, and then moves up wall stirrup and is connected to form space bar-mat reinforcement knot with vertical distributing reinforcement
Structure；The wall bottom of the shear wall 3 installation wall assembling die in position to be poured at both ends, finally by pouring above shear wall 3
Hole 4 concrete is poured into completely whole face wall body.
The reserved steel bar of shear wall installation connection is embedded with before installation, on base surface, the length of reserved steel bar mutually staggers,
During installation, the connecting end surface of shear wall protruding bar and reserved steel bar can be made mutually to stagger, improve shear wall anti-shear performance, protected
Demonstrate,prove construction quality.Shear wall body top protruding bar, the as reserved steel bar of last layer flooring, it is easy to last layer shear wall to connect
Connect installation.
Using the utility model both ends carry shear wall partition wall, partition wall, shear wall and fore-set are jointly pre-formed, i.e., every
Wall both ends are provided with shear wall, improve wall integrity energy, reduce wall installation seam, ensure construction quality, cast-in-place amount is few, assembling
Rate is high；Cloth muscle in the size and shear wall and partition wall of shear wall and partition wall can all determine by building demand, and can in partition wall
Window opening OR gate hole is provided with as needed, has the advantages that applicability is extensively and practical；Both ends fore-set plays the work of support wall
Play a part of temporary support with and for the installation of the component such as follow-up floor, reduce support member, simplify construction method, raising work
Efficiency.
Claims (3)
1. a kind of both ends carry the partition wall of shear wall, it is characterised in that comprising partition wall, shear wall and fore-set, the partition wall both ends
Provided with shear wall, fore-set, partition wall, shear wall and the shaping of fore-set integral preform are respectively equipped with the shear wall outer ledge of both ends；
Provided with some cavitys for running through wall upper and lower end face and being linearly distributed in the partition wall, partition wall is interior to be provided with partition wall reinforcing bar,
Partition wall reinforcing bar is two layers of reinforcing bar web frame；
Shear force wall reinforcing steel bar and the pouring hole through wall upper and lower end face, shear force wall reinforcing steel bar and partition wall reinforcing bar are provided with the shear wall
Join together entirety, and wall upper and lower end face is provided with protruding bar, and protruding bar is that the vertical distributing reinforcement of wall stretches out and it prolongs
Elongation mutually staggers, the of length no more than partition wall bottom end face of shear wall bottom protruding bar；
Is provided with fore-set reinforcing bar in the fore-set, fore-set reinforcing bar is connected integrally with shear force wall reinforcing steel bar, fore-set bottom end face and
Partition wall bottom end face is located in same level.
2. both ends according to claim 1 carry the partition wall of shear wall, it is characterised in that the shear force wall reinforcing steel bar is two layers
Reinforcing bar web frame, bar-mat reinforcement are provided with the tension rib in blossom type arrangement or square type arrangement, and tension rib hooks two layers bar-mat reinforcement
Vertical distributing reinforcement and horizontal distribution muscle and avoid wall pouring hole structure.
3. both ends according to claim 1 carry the partition wall of shear wall, it is characterised in that the partition wall can be according to building need
Ask and be provided with window opening OR gate hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720991681.1U CN207032579U (en) | 2017-08-09 | 2017-08-09 | A kind of both ends carry the partition wall of shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720991681.1U CN207032579U (en) | 2017-08-09 | 2017-08-09 | A kind of both ends carry the partition wall of shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207032579U true CN207032579U (en) | 2018-02-23 |
Family
ID=61475014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720991681.1U Expired - Fee Related CN207032579U (en) | 2017-08-09 | 2017-08-09 | A kind of both ends carry the partition wall of shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207032579U (en) |
-
2017
- 2017-08-09 CN CN201720991681.1U patent/CN207032579U/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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180223 Termination date: 20190809 |