CN205776901U - The connecting structure of L-type shear wall edge member - Google Patents
The connecting structure of L-type shear wall edge member Download PDFInfo
- Publication number
- CN205776901U CN205776901U CN201620610540.6U CN201620610540U CN205776901U CN 205776901 U CN205776901 U CN 205776901U CN 201620610540 U CN201620610540 U CN 201620610540U CN 205776901 U CN205776901 U CN 205776901U
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- CN
- China
- Prior art keywords
- wall
- edge member
- precoated plate
- cast
- place concrete
- 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.)
- Expired - Fee Related
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- Load-Bearing And Curtain Walls (AREA)
Abstract
This utility model belongs to the connecting structure that building element connects a kind of L-type shear wall edge member of joint structure, two wall limbs of cast-in-place concrete L-type edge member are connected with precast wall body yi word pattern respectively, the both sides of described precast wall body arrange precoated plate and middle cast-in-place concrete is built up, between described precoated plate, also accompany truss bars be connected with the inner side of described precoated plate, body of wall horizontal bar in described precoated plate stretches out from one end of described precoated plate, imbed in the corresponding wall limb of described cast-in-place concrete L-type edge member, the described body of wall horizontal bar of both direction mutually disjoints.Have the beneficial effect that and utilize the body of wall horizontal bar in precast wall body to be respectively protruding in L-type edge member, material-saving can be reached, save artificial, reduce site operation difficulty, reach the requirement of extensive rapid construction, and agree with existing shock-resistant node way.
Description
Technical field
This utility model belongs to a kind of building element of building engineering field and connects joint structure, particularly relates to a kind of shearing
The edge structure of wall.
Background technology
For solving extensive production and energy-saving and emission-reduction problem encountered during China's housing industry is built, building industrialization skill
Art becomes a feasible direction of residential housing industry development.Overlaid plate type concrete shear wall structure is to comply with housing industry to become
Gesture and the new structural systen introduced, transform for node so that it is closer to the requirement of China's Specification of Aseismic after introduction.
Current overlaid plate type concrete shear wall L-type connects node way: the two of cast-in-place concrete L-type edge member
Wall limb is connected with precast wall body yi word pattern respectively, and the both sides of precast wall body arrange precoated plate and middle cast-in-place concrete congruent form
Becoming, also accompany truss bars and be connected with the inner side of precoated plate between precoated plate, two precast wall body sides the most do not go out reinforcing bar, and both sides are equal
Use field worker to put to set the mode of additional levels reinforcing bar way and connect, between one end embedment precoated plate of additional levels reinforcing bar
In space, the other end stretches in the corresponding wall limb of cast-in-place concrete L-type edge member, and this node exists asking of following aspect
Topic: 1, need to increase more additional levels reinforcing bar.2, need to increase the artificial of scene, too increase the one-tenth that construction period produces
This.3 there are differences with existing anti-seismic construction way.4, node point connection zone reinforcing bar is overstocked, additional levels reinforcing bar and Truss Steel
Muscle lays conflict, inconvenience construction.The most current connection is not suitable on a large scale, the requirement of rapid construction.
Utility model content
The technical problems to be solved in the utility model there is provided the connecting structure of a kind of L-type shear wall edge member, adopts
The laying of additional levels reinforcing bar in work progress can be avoided by this node way, reduce site operation workload, the most satisfied
The antidetonation stress of edge member, makes L-type connect more effectively, saves man power and material.
The technical solution of the utility model is: two wall limbs of cast-in-place concrete L-type edge member respectively with precast wall body one
Font connects, and the both sides of described precast wall body arrange precoated plate and middle cast-in-place concrete is built up, at described precoated plate
Between also accompany truss bars and be connected with the inner side of described precoated plate, the body of wall horizontal bar in described precoated plate is from described precoated plate
One end stretch out, imbed in the corresponding wall limb of described cast-in-place concrete L-type edge member, the described body of wall horizontal bar of both direction
Mutually disjoint.
In this utility model, the wall limb length and width of the both direction of cast-in-place concrete L-type edge member can be according to existing
The specification for structure requirement of row, belongs to existing detailing requiments.Precast wall body have employed precoated plate and middle truss bars, can
With the direct processing of factory, quality is guaranteed, and the both sides epidermis of body of wall need not carry out secondary decoration again.And,
During construction, scene only needs to arrange template in edge member region.The purpose setting up truss bars in precast wall body is energy handle
The precoated plate of both sides is linked to be entirety, it is ensured that body of wall integral rigidity in transporting and hoisting.Body of wall horizontal bar in precoated plate prolongs
Stretch out outside precast wall body, stretch in the corresponding wall limb of L-type edge member, and mutually disjoint.It not only instead of in prior art
The interconnection function of additional levels reinforcing bar, realizes the stress characteristic of L-type edge member simultaneously, with seismic design provision in building code (GB
50011-2010) calculating with technical specification for concrete structures of high-rise building (JGJ3-2010) is consistent with detailing requiments.Cast-in-place mixed
Lacing wire that solidifying soil L-type edge member has itself and stirrup etc. belong to prior art, the most not at protection domain of the present utility model
In.The length of the body of wall horizontal bar stretched out from precast wall body can determine according to the detailing requiments of existing structure specification.In order to drop
Low site operation difficulty, both direction stretches into the body of wall horizontal bar of cast-in-place concrete L-type edge member and mutually disjoints.
The beneficial effects of the utility model are: utilize the body of wall horizontal bar in precast wall body to be respectively protruding into L-type edge member
In, material-saving can be reached, save artificial, reduce site operation difficulty, reach the requirement of extensive rapid construction, and resist with existing
Shake node way is agreed with.
Accompanying drawing explanation
Fig. 1 is the generalized section of prior art.
Fig. 2 is generalized section of the present utility model.
Fig. 3 is the steel bar arrangement schematic diagram of cast-in-place concrete L-type edge member in this utility model.
Detailed description of the invention
Fig. 1 show precast wall body and the connection diagram of cast-in-place concrete L-type edge member in prior art.Dry wall
Body 8 is that the precoated plate 1 of both sides is constituted with middle truss bars 2, and two wall limbs of cast-in-place concrete L-type edge member 6 lead to respectively
Cross additional levels reinforcing bar 7 to connect with corresponding precast wall body 8 yi word pattern.Additional levels reinforcing bar 7, cast-in-place concrete L-type edge structure
The stirrup of part 6 and the colligation of lacing wire scene, additional levels reinforcing bar 7 one end is stretched in the space between two precoated plates of precast wall body,
The other end stretches in the corresponding wall limb of cast-in-place concrete L-type edge member 6.In figure, the body of wall horizontal bar 3 in precoated plate 1 does not extends out
Outside precast wall body 8, it is being cut off near the end of precast wall body 8；The additional levels reinforcing bar 7 in two wall limb directions can intersect.
Fig. 2 is joint structure of the present utility model, and Fig. 3 is the steel of cast-in-place concrete L-type edge member in this utility model
Muscle arranges schematic diagram.The two-sided overlapping of precoated plate 1 in Fig. 2, middle is cast-in-place concrete, and truss bars 2 connects the precoated plate of both sides
1, the body of wall horizontal bar 3 in precoated plate 1 extends outside precast wall body, in the cast-in-place concrete L-type edge member 6 that embedment is corresponding,
Two wall limbs of cast-in-place concrete L-type edge member 6 arrange with precast wall body 8 yi word pattern respectively.The stirrup 4 of edge member in Fig. 3
For prior art, can complete according to the way that existing specification and atlas require.As it is shown on figure 3, the body of wall in two wall limb directions
Horizontal bar 3 mutually disjoints, and is only a signal, it is only necessary to the body of wall horizontal reinforcement meeting both direction mutually disjoints i.e. shown in Fig. 3
Can.
Being discussed in detail the technology that this utility model enforcement provides, for one of ordinary skill in the art, depends on above
According to the thought of the present embodiment, the most all will change.In sum, in this specification
Holding and should not be construed as restriction of the present utility model, all any changes made according to this utility model design philosophy are all in this practicality
Within novel protection domain.
Claims (1)
1. a connecting structure for L-type shear wall edge member, two wall limbs of cast-in-place concrete L-type edge member (6) respectively with
Precast wall body (8) yi word pattern connects, and the both sides of described precast wall body arrange precoated plate (1) and middle cast-in-place concrete congruent form
Become, between described precoated plate (1), also accompany truss bars (2) be connected with the inner side of described precoated plate (1), it is characterised in that:
Body of wall horizontal bar (3) in described precoated plate (1) stretches out from one end of described precoated plate (1), imbeds described cast-in-place concrete L-type
In the corresponding wall limb of edge member (6), the described body of wall horizontal bar (3) of both direction is mutually disjointed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620610540.6U CN205776901U (en) | 2016-06-21 | 2016-06-21 | The connecting structure of L-type shear wall edge member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620610540.6U CN205776901U (en) | 2016-06-21 | 2016-06-21 | The connecting structure of L-type shear wall edge member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776901U true CN205776901U (en) | 2016-12-07 |
Family
ID=58133223
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620610540.6U Expired - Fee Related CN205776901U (en) | 2016-06-21 | 2016-06-21 | The connecting structure of L-type shear wall edge member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205776901U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937277A (en) * | 2016-06-21 | 2016-09-14 | 华东建筑设计研究院有限公司 | T-shaped shear wall edge member connecting structure |
| CN107620400A (en) * | 2017-11-07 | 2018-01-23 | 姚伟华 | A kind of assembly concrete variable cross-section is T-shaped to shear wall member and its construction method |
-
2016
- 2016-06-21 CN CN201620610540.6U patent/CN205776901U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937277A (en) * | 2016-06-21 | 2016-09-14 | 华东建筑设计研究院有限公司 | T-shaped shear wall edge member connecting structure |
| CN107620400A (en) * | 2017-11-07 | 2018-01-23 | 姚伟华 | A kind of assembly concrete variable cross-section is T-shaped to shear wall member and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20210621 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |