CN106545109A - Overlaid plate type concrete shear wall longitudinal connection structure and method of attachment - Google Patents
Overlaid plate type concrete shear wall longitudinal connection structure and method of attachment Download PDFInfo
- Publication number
- CN106545109A CN106545109A CN201611122317.8A CN201611122317A CN106545109A CN 106545109 A CN106545109 A CN 106545109A CN 201611122317 A CN201611122317 A CN 201611122317A CN 106545109 A CN106545109 A CN 106545109A
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- plate type
- concrete shear
- shear wall
- overlaid plate
- layer
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- 239000004567 concrete Substances 0.000 title claims abstract description 106
- 238000000034 method Methods 0.000 title claims abstract description 13
- 210000003205 muscle Anatomy 0.000 claims abstract description 39
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 239000000203 mixture Substances 0.000 claims abstract description 5
- 238000009434 installation Methods 0.000 claims description 12
- 238000009413 insulation Methods 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000011178 precast concrete Substances 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 6
- 239000011796 hollow space material Substances 0.000 claims description 3
- 239000011120 plywood Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000005034 decoration Methods 0.000 claims 1
- 230000009753 muscle formation Effects 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 7
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000002002 slurry Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000013486 operation strategy Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Overlaid plate type concrete shear wall longitudinal connection structure and method of attachment.Traditional prefabricated components body of wall longitudinal reinforcement connected mode prefabricated components complex manufacturing, live device to hole are difficult, and Site grouting material waste is big, and grouting material fast solidifying, each mixing mass discrepancy are larger.Present invention composition includes the connection stirrup of closed circular（2）, described connection stirrup stretches into upper and lower two pieces of connected overlaid plate type concrete shear walls（1）In, muscle is indulged with the ring-type of upper and lower two-layer overlaid plate type concrete shear wall（5）Handing-over space is formed, pin joint indulges muscle（3）The plane being located perpendicular to described connection stirrup is penetrated in handing-over space, and the vertical muscle of ring-type of upper and lower two-layer overlaid plate type concrete shear wall forms entirety by the vertical muscle of described connection stirrup and described pin joint.The present invention is applied to overlaid plate type concrete shear wall longitudinal connection structure.
Description
Technical field：
The present invention relates to a kind of overlaid plate type concrete shear wall longitudinal connection structure and method of attachment, can be widely used for building and produce
The connection of industry precast concrete wall wall overlaid plate type concrete shear wall, the connection of precast concrete wallboard wall.
Background technology：
At present in traditional prefabricated components body of wall longitudinal reinforcement connected mode, relatively conventional mode has sleeve connection, constraint
Slurry anchor overlap joint connection, pre-buried bellows grouting anchor connection etc. include that tie hoop is vertical, the grouting connection of firewood core mold tube, these companies
Mode prefabricated components complex manufacturing is connect, live device to hole is difficult, and Site grouting material waste is big, and grouting material condenses hardening
Hurry up, each mixing mass discrepancy is larger, cause to waste and the pollution to project completed, cleaning is difficult, grouting quality it cannot be guaranteed that；
Each reinforcing bar is required for being anchored operation repetition amount greatly, lost labor.Its complicated construction technique, factory process are loaded down with trivial details, scene peace
Dress device to hole is difficult.
The content of the invention：
It is an object of the invention to provide a kind of overlaid plate type concrete shear wall longitudinal connection structure and method of attachment, dexterously lead to
Cross connection stirrup two pieces of pre-cast concrete walling overlaid plate type concrete shear walls to connect together with the vertical muscle of pin joint, it is simple to operate,
Dependable performance.
Above-mentioned purpose is realized by following technical scheme：
A kind of overlaid plate type concrete shear wall longitudinal connection structure, its composition include：The connection stirrup of closed circular, it is described
Connection stirrup is stretched in upper and lower two pieces of connected overlaid plate type concrete shear walls, with upper and lower two-layer overlaid plate type concrete
The vertical muscle of the ring-type of shear wall forms handing-over space, and it is empty that the vertical muscle of pin joint penetrates handing-over perpendicular to the plane that described connection stirrup is located
Between in, the vertical muscle of the ring-type of upper and lower two-layer overlaid plate type concrete shear wall is vertical by described connection stirrup and described pin joint
Muscle forms entirety.
Described overlaid plate type concrete shear wall longitudinal connection structure, during described overlaid plate type concrete shear wall is
Empty prefabricated components, described overlaid plate type concrete shear wall include two-layer concrete layer, and described ring-type indulges the two of muscle
Individual long side is embedded in described two-layer concrete layer respectively, and described two-layer concrete layer is connected by lattice reinforcing bar
Together.
Described overlaid plate type concrete shear wall longitudinal connection structure, during described overlaid plate type concrete shear wall is
Empty prefabricated components, described overlaid plate type concrete shear wall include concrete layer and ornamental surface heat insulation layer, described facing
Heat-insulation layer includes architectural surface and heat-insulation layer, and bar-mat reinforcement is arranged in described architectural surface, and connector penetrates described heat-insulation layer
Described architectural surface and described concrete layer are linked together, a long side of the vertical muscle of described ring-type is embedded in
In described concrete layer, described ring-type indulges another long side of muscle and lattice bar connecting, described lattice reinforcing bar
It is connected with described concrete layer.
Described overlaid plate type concrete shear wall longitudinal connection structure, reserves in the overlaid plate type concrete shear wall
Hole, hole, groove, water power built-in fitting and support embedded part.
A kind of method of attachment of overlaid plate type concrete shear wall longitudinal connection structure, described overlaid plate type concrete are cut
After the completion of power wall is prefabricated, current layer overlaid plate type concrete shear wall is installed, after body of wall installation, superimposed sheet is installed, working as
At the top of front layer overlaid plate type concrete shear wall, the vertical muscle position of ring-type installs and fixes connection stirrup, penetrates the vertical muscle of pin joint, folded
Plywood formula concrete shear force wall hollow space and superimposed sheet top casting concrete, complete the installation of current layer body of wall；Current layer wall
A layer overlaid plate type concrete shear wall is installed after body installation, after body of wall is fixed, in connection stirrup and upper strata overlaid plate type
The vertical muscle of pin joint is penetrated in the handing-over space that concrete shear force wall ring-type longitudinal reinforcement is formed, superimposed sheet is installed, above step is circulated
Realize overlaid plate type concrete shear wall longitudinal connection structure.
Beneficial effects of the present invention：
1. pre-cast concrete walling overlaid plate type concrete shear wall longitudinal reinforcement of the present invention does not stretch out prefabricated components, template construct letter
It is single, without perforate on mould, shorten mould process time；Impact is not produced on mould strength；Mould is recycled, and is saved into
This；Body of wall simple production process.Simplify construction technology, factory's mould simple processing is saved time and cost, substantially increases life
Speed and component quality are produced, the meaning of architectural industrialization has been fully demonstrated.
Compared with existing sleeve connection, the anchor overlap joint connection of constraint slurry and pre-buried bellows connected mode, construction technology letter
Single, without the need for device to hole, component quality facilitates well to be installed, and standardized construction is without the need for Site grouting material, safety clean, construction quality
It is easily guaranteed that, installation rate is fast, the reduction of erection time, saves construction cost.Conventional reserved tie hoop carries out joint bar, and post-grouting is applied
Work technique is compared, and has been saved the set-up time, improves unit in charge of construction's installation effectiveness and quality.
The present invention answers operation strategies wide, can be not only used for connecting between overlaid plate type concrete shear wall；It has been equally applicable to
The wallboard node connection that superimposed sheet is participated in.Connection between pre-cast concrete walling and pre-cast concrete walling, it is also possible to be used in
Wall wall connection in the case of superimposed sheet.
Even pin joint stirrup of the present invention, is it also avoid with the vertical muscle of the pin joint of rear colligation while enhancing plus anchoring effect
The step of existing interconnection technique reinforcing bar needs the body of wall that device to hole is produced to install front straightening reinforcing bar, Simplified flowsheet improves installation rate,
Reduction of erection time.Affected when avoiding reinforcement location by casting concrete.
Description of the drawings：
Accompanying drawing 1 is the structural representation of the present invention.
Accompanying drawing 2 is structural representation of the invention second.
Accompanying drawing 3 is the third structural representation of the invention.
Accompanying drawing 4 is the structural representation of the 4th kind of the present invention.
Specific embodiment：
Embodiment 1：
A kind of overlaid plate type concrete shear wall longitudinal connection structure, its composition include：The connection stirrup 2 of closed circular, it is described
Connection stirrup stretch in upper and lower two pieces connected overlaid plate type concrete shear walls 1, it is mixed with upper and lower two-layer overlaid plate type
The vertical muscle 5 of ring-type of solidifying soil shear wall forms handing-over space, and the vertical muscle 3 of pin joint is penetrated perpendicular to the plane that described connection stirrup is located
In handing-over space, the vertical muscle of the ring-type of upper and lower two-layer overlaid plate type concrete shear wall by described connection stirrup with it is described
The vertical muscle of pin joint forms entirety.
Embodiment 2：
Overlaid plate type concrete shear wall longitudinal connection structure according to embodiment 1, described overlaid plate type concrete are cut
Power wall is hollow preform component, and described overlaid plate type concrete shear wall includes two-layer concrete layer 4, described ring-type
Two long sides of vertical muscle are embedded in described two-layer concrete layer respectively, and lattice reinforcing bar 7 will be described two-layer prefabricated mixed
Solidifying soil layer links together.As shown in Figure 1.
Embodiment 3：
Overlaid plate type concrete shear wall longitudinal connection structure according to embodiment 1 or 2, described overlaid plate type concrete
Shear wall is hollow preform component, and described overlaid plate type concrete shear wall includes concrete layer and ornamental surface heat insulation layer,
Described ornamental surface heat insulation layer includes architectural surface 9 and heat-insulation layer 8, and bar-mat reinforcement is arranged in described architectural surface, and connector 10 is worn
Described architectural surface and described concrete layer are linked together by described heat-insulation layer thoroughly, the vertical muscle of described ring-type
One long side is embedded in described concrete layer, and described ring-type indulges another long side of muscle and lattice bar connecting,
Described lattice reinforcing bar is connected with described concrete layer.As shown in Figure 3.
Embodiment 4：
Overlaid plate type concrete shear wall longitudinal connection structure according to embodiment 1 or 2 or 3, the overlaid plate type coagulation
Preformed hole, hole, groove, water power built-in fitting and support embedded part on native shear wall.
Embodiment 5：
The method of attachment of above-mentioned overlaid plate type concrete shear wall longitudinal connection structure, described overlaid plate type concrete shear wall
After the completion of prefabricated, current layer overlaid plate type concrete shear wall is installed, after body of wall installation, superimposed sheet is installed, in current layer
At the top of overlaid plate type concrete shear wall, the vertical muscle position of ring-type installs and fixes connection stirrup, penetrates the vertical muscle of pin joint, in superimposed sheet
Formula concrete shear force wall hollow space and superimposed sheet top casting concrete, complete the installation of current layer body of wall；Current layer body of wall is pacified
A layer overlaid plate type concrete shear wall is installed after the completion of dress, after body of wall is fixed, in connection stirrup and upper strata overlaid plate type coagulation
The vertical muscle of pin joint is penetrated in the handing-over space that native shear wall ring-type longitudinal reinforcement is formed, superimposed sheet is installed, circulation above step is realized
Overlaid plate type concrete shear wall longitudinal connection structure.
Embodiment 6：
According to the overlaid plate type concrete shear wall longitudinal connection structure of one of embodiment 1-5, its composition includes：Double skins are hollow
Overlaid plate type concrete shear wall；Pre-buried longitudinal reinforcement and horizontal reinforcement inside described overlaid plate type concrete shear wall；Institute
The overlaid plate type concrete shear wall stated forms entirety by lattice bar connecting；The overlaid plate type concrete shear wall is reserved
Hole；It is longitudinally connected between the overlaid plate type concrete shear wall body to be attached with pin joint muscle by longitudinally connected stirrup.
The longitudinal reinforcement is ring-type, and the longitudinal reinforcement extends the overlaid plate type concrete shear wall edge.
Before casting concrete, on the upside of the vertical muscle of concrete shear force wall that connected pin joint stirrup is welded on the lower section, the company of making
Box cupling muscle extends the concrete shear within the walls, forms a straight-flanked ring with the vertical muscle of the concrete shear force wall.
If any the then installation before the connection stirrup is welded of prefabricated superimposed sheet.
Afterwards by longitudinal direction link stirrup from the corner for being connected stirrup vertical direction and being fixed on the straight-flanked ring, pour coagulation
Soil.
Finally fall another piece of overlaid plate type concrete shear wall, by longitudinal direction link stirrup from be connected stirrup vertical direction
It is fixed on the corner of the straight-flanked ring.
Repeat the above steps casting concrete extremely completion.
Claims (5)
1. a kind of overlaid plate type concrete shear wall longitudinal connection structure, its composition include：The connection stirrup of closed circular, which is special
Levying is：Described connection stirrup is stretched in upper and lower two pieces of connected overlaid plate type concrete shear walls, with upper and lower two stackings
The vertical muscle formation handing-over space of the ring-type of plywood formula concrete shear force wall, the vertical muscle of pin joint is perpendicular to putting down that described connection stirrup is located
Face is penetrated in handing-over space, the vertical muscle of the ring-type of upper and lower two-layer overlaid plate type concrete shear wall pass through described connection stirrup and
The vertical muscle of described pin joint forms entirety.
2. overlaid plate type concrete shear wall longitudinal connection structure according to claim 1, is characterized in that：Described overlapping
Board-like concrete shear force wall is hollow preform component, and described overlaid plate type concrete shear wall includes two-layer precast concrete
Layer, two long sides of the vertical muscle of described ring-type are embedded in described two-layer concrete layer respectively, and lattice reinforcing bar will be described
Two-layer concrete layer link together.
3. overlaid plate type concrete shear wall longitudinal connection structure according to claim 1, is characterized in that：Described overlapping
Board-like concrete shear force wall is hollow preform component, and described overlaid plate type concrete shear wall includes concrete layer and decorations
Face heat-insulation layer, described ornamental surface heat insulation layer include architectural surface and heat-insulation layer, and bar-mat reinforcement, connection are arranged in described architectural surface
Part penetrates described heat-insulation layer and described architectural surface and described concrete layer links together, and described ring-type is indulged
One long side of muscle is embedded in described concrete layer, and another long side of the vertical muscle of described ring-type is connected with lattice reinforcing bar
Connect, described lattice reinforcing bar is connected with described concrete layer.
4. the overlaid plate type concrete shear wall longitudinal connection structure according to Claims 2 or 3, is characterized in that：It is described folded
Preformed hole, hole, groove, water power built-in fitting and support embedded part on plywood formula concrete shear force wall.
5. the method for attachment of the overlaid plate type concrete shear wall longitudinal connection structure described in a kind of one of Claims 1-4, its
It is characterized in that：After the completion of described overlaid plate type concrete shear wall is prefabricated, current layer overlaid plate type concrete shear wall, wall are installed
After body installation, superimposed sheet is installed, the vertical muscle position of ring-type is installed and consolidated at the top of the current layer overlaid plate type concrete shear wall
Surely connect stirrup, penetrate the vertical muscle of pin joint, in overlaid plate type concrete shear wall hollow space and superimposed sheet top casting concrete,
Complete the installation of current layer body of wall；A layer overlaid plate type concrete shear wall is installed after current layer body of wall installation, body of wall is fixed
Afterwards, penetrate pin joint in the handing-over space that connection stirrup is formed with upper strata overlaid plate type concrete shear wall ring-type longitudinal reinforcement to indulge
Muscle, installs superimposed sheet, and circulation above step realizes overlaid plate type concrete shear wall longitudinal connection structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611122317.8A CN106545109A (en) | 2016-12-08 | 2016-12-08 | Overlaid plate type concrete shear wall longitudinal connection structure and method of attachment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611122317.8A CN106545109A (en) | 2016-12-08 | 2016-12-08 | Overlaid plate type concrete shear wall longitudinal connection structure and method of attachment |
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| Publication Number | Publication Date |
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| CN106545109A true CN106545109A (en) | 2017-03-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201611122317.8A Pending CN106545109A (en) | 2016-12-08 | 2016-12-08 | Overlaid plate type concrete shear wall longitudinal connection structure and method of attachment |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906900A (en) * | 2017-05-02 | 2017-06-30 | 付东根 | Assembled manomelia wall column steel-concrete building tectonic system |
| CN107254933A (en) * | 2017-07-17 | 2017-10-17 | 广东省建科建筑设计院有限公司 | The high-rise single through hole precast shear wall of assembled and its assembling structure and construction method |
| CN107313517A (en) * | 2017-07-24 | 2017-11-03 | 远大住宅工业（上海）有限公司 | Overlap wall and intermediate layer laminated floor slab connecting node |
| CN107642104A (en) * | 2017-09-20 | 2018-01-30 | 湖南远大工程设计有限公司 | Prefabricated sandwich wall and middle overlapping board connecting structure and its construction method |
| CN107893476A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107938892A (en) * | 2017-12-12 | 2018-04-20 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall and overlapping beam connecting node and its construction method |
| CN108412131A (en) * | 2018-05-15 | 2018-08-17 | 孟凡林 | The connecting node of the vertical distribution bar of assembled circular hole slab shear wall and connection method |
| CN108729591A (en) * | 2018-05-22 | 2018-11-02 | 吉林建筑大学 | Circular hole slab shear wall is vertically distributed the positioning device and localization method of connection reinforcing bar |
| CN110080455A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of precast shear wall, connecting node and its construction method |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906900A (en) * | 2017-05-02 | 2017-06-30 | 付东根 | Assembled manomelia wall column steel-concrete building tectonic system |
| CN107254933A (en) * | 2017-07-17 | 2017-10-17 | 广东省建科建筑设计院有限公司 | The high-rise single through hole precast shear wall of assembled and its assembling structure and construction method |
| CN107313517A (en) * | 2017-07-24 | 2017-11-03 | 远大住宅工业（上海）有限公司 | Overlap wall and intermediate layer laminated floor slab connecting node |
| CN107313517B (en) * | 2017-07-24 | 2023-08-18 | 远大住宅工业（上海）有限公司 | Connecting node for laminated wall and laminated floor slab in middle layer |
| CN107642104B (en) * | 2017-09-20 | 2022-12-30 | 湖南远大工程设计有限公司 | Connecting structure of prefabricated sandwich wall and middle laminated slab and construction method thereof |
| CN107642104A (en) * | 2017-09-20 | 2018-01-30 | 湖南远大工程设计有限公司 | Prefabricated sandwich wall and middle overlapping board connecting structure and its construction method |
| CN107893476A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107938892A (en) * | 2017-12-12 | 2018-04-20 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall and overlapping beam connecting node and its construction method |
| CN108412131A (en) * | 2018-05-15 | 2018-08-17 | 孟凡林 | The connecting node of the vertical distribution bar of assembled circular hole slab shear wall and connection method |
| CN108412131B (en) * | 2018-05-15 | 2020-05-01 | 孟凡林 | Connecting node and connecting method for vertically distributed reinforcing steel bars of assembled circular hole plate shear wall |
| CN108729591B (en) * | 2018-05-22 | 2020-05-01 | 吉林建筑大学 | Positioning device and positioning method for vertically distributed connecting steel bars of round hole plate shear wall |
| CN108729591A (en) * | 2018-05-22 | 2018-11-02 | 吉林建筑大学 | Circular hole slab shear wall is vertically distributed the positioning device and localization method of connection reinforcing bar |
| CN110080455A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of precast shear wall, connecting node and its construction method |
| CN110080455B (en) * | 2019-06-06 | 2023-10-03 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Prefabricated shear wall, connecting node and construction method thereof |
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