CN207032570U - A kind of shear wall with partition wall - Google Patents
A kind of shear wall with partition wall Download PDFInfo
- Publication number
- CN207032570U CN207032570U CN201720991682.6U CN201720991682U CN207032570U CN 207032570 U CN207032570 U CN 207032570U CN 201720991682 U CN201720991682 U CN 201720991682U CN 207032570 U CN207032570 U CN 207032570U
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- CN
- China
- Prior art keywords
- wall
- shear
- partition wall
- 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 a kind of shear wall with partition wall, and comprising shear wall, partition wall and fore-set, described shear wall one end is provided with partition wall, and the shear wall other end is provided with fore-set, shear wall, partition wall and the shaping of fore-set integral preform;Shear force wall reinforcing steel bar and the pouring hole through wall upper and lower end face are provided with the shear wall, 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;Provided with some through wall upper and lower end face and the cavitys that are linearly distributed in the partition wall, be provided with partition wall reinforcing bar in partition wall, partition wall reinforcing bar and shear force wall reinforcing steel bar join together entirety;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, shear wall, partition wall and fore-set are jointly pre-formed, improve wall integrity energy, reduce wall installation seam, improve assembly rate, and fore-set plays the effect of temporary support wall, reduces support member, simplifies construction method, improves operating efficiency.
Description
Technical field
Assembled architecture technical field is the utility model is related to, specifically a kind of shear wall with partition 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 mounted
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 a kind of shear wall with partition wall, it is possible to achieve shear wall, partition wall and fore-set
It is common prefabricated, wall installation seam and support member are reduced, is used manpower and material resources sparingly, improves wall integrity energy, simplifies construction method,
Shear wall upper and lower end face is provided with protruding bar, it is possible to achieve the vertical distributing reinforcement of wall is existing using overlap joint, welding and mechanical connection etc.
There is bar connecting mode to connect, connection is safe and reliable, ensures construction quality.
The utility model solves above-mentioned technical problem with following technical scheme:
A kind of shear wall with partition wall, comprising shear wall, partition wall and fore-set, described shear wall one end is provided with partition wall, cuts
The power wall other end is provided with fore-set, shear wall, partition wall and the shaping of fore-set integral preform;
Shear force wall reinforcing steel bar and the pouring hole through wall upper and lower end face are provided with the shear wall, wall upper and lower end face is provided with
Protruding bar, protruding bar are that the vertical distributing reinforcement of wall stretches out and its development length mutually staggers, and shear wall bottom is overhanging
The of length no more than partition wall bottom end face of reinforcing bar;
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 and shear force wall reinforcing steel bar join together entirety;
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 shear wall, partition 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) shear wall, partition wall and the shaping of fore-set integral preform, improve wall integrity energy, during installation, shear wall both ends
Partition wall and fore-set play the effect of temporary support wall, only need to install a small amount of wall bearing diagonal part, and shear wall bottom two
Partition wall and fore-set on side play mould action, and wall mold only need to be installed in another two side, and formwork is simple and 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 shear wall, partition 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 shear wall of the utility model with partition wall.
Fig. 2 is the shear wall inside bar construction distribution schematic diagram with partition 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 the shear wall with partition wall a kind of to the utility model of accompanying drawing 2 be further described:
As depicted in figs. 1 and 2, a kind of shear wall with partition wall of the utility model, shear wall 3, partition wall 6 and fore-set are included
2, described one end of shear wall 3 is provided with partition wall 6, and the other end of shear wall 3 is provided with fore-set 2, and shear wall 3, partition wall 6 and the one of fore-set 2 are pre-
Type is made;
Shear force wall reinforcing steel bar 8 and the pouring hole 4 through wall upper and lower end face, the shear wall steel are provided with the shear wall 3
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 the structure of wall pouring hole 4 is avoided, wall upper and lower end face is provided with protruding bar
1, protruding bar 1 is that the vertical distributing reinforcement of wall stretches out and its development length mutually staggers, the bottom protruding bar 1 of shear wall 3
Of length no more than bottom end face of partition wall 6;
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 and shear force wall reinforcing steel bar 8 join together entirety, and partition wall 6 can be provided with window opening OR gate hole according to building demand;
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 shear wall 3 with reserving
Bar connecting is fixed, and is then moved up wall stirrup and is connected to form space reinforcing bar web frame with vertical distributing reinforcement;
The wall bottom of shear wall 3 position to be poured installation wall assembling die, finally above shear wall 3 by pouring hole 4 by coagulation
Soil pours 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.
The shear wall of partition wall is carried using the utility model, shear wall, partition wall and fore-set are jointly pre-formed, improve wall
Overall performance, wall installation seam is reduced, cast-in-place amount is few, and assembly rate is high;The size and shear wall of shear wall and partition wall and every
Cloth muscle within the walls can all be determined by building demand, and partition wall can be provided with window opening OR gate hole as needed, have applicability wide and real
With property it is strong the advantages that;Fore-set plays a part of supporting wall and the work of temporary support is played in the installation for components such as follow-up floors
With, reduction support member, simplified construction method, raising operating efficiency.
Claims (3)
1. a kind of shear wall with partition wall, it is characterised in that comprising shear wall, partition wall and fore-set, described shear wall one end is set
There is partition wall, the shear wall other end is provided with fore-set, shear wall, partition wall and the shaping of fore-set integral preform;
Shear force wall reinforcing steel bar and the pouring hole through wall upper and lower end face are provided with the shear wall, wall upper and lower end face is provided with overhanging
Reinforcing bar, protruding bar are that the vertical distributing reinforcement of wall stretches out and its development length mutually staggers, shear wall bottom protruding bar
Of length no more than partition wall bottom end face;
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 and shear force wall reinforcing steel bar join together entirety;
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. the shear wall according to claim 1 with partition wall, it is characterised in that the shear force wall reinforcing steel bar is two layers of 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 the vertical of two layers bar-mat reinforcement
Distributing reinforcement and horizontal distribution muscle and avoid wall pouring hole structure.
3. the shear wall according to claim 1 with partition wall, it is characterised in that the partition wall can be opened according to building demand
There is window opening OR gate hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720991682.6U CN207032570U (en) | 2017-08-09 | 2017-08-09 | A kind of shear wall with partition wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720991682.6U CN207032570U (en) | 2017-08-09 | 2017-08-09 | A kind of shear wall with partition wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207032570U true CN207032570U (en) | 2018-02-23 |
Family
ID=61473792
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720991682.6U Expired - Fee Related CN207032570U (en) | 2017-08-09 | 2017-08-09 | A kind of shear wall with partition wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207032570U (en) |
-
2017
- 2017-08-09 CN CN201720991682.6U patent/CN207032570U/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: 20180223 Termination date: 20190809 |
|
CF01 | Termination of patent right due to non-payment of annual fee |