CN205857448U - A kind of assembly concrete shear wall structure - Google Patents
A kind of assembly concrete shear wall structure Download PDFInfo
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- CN205857448U CN205857448U CN201620653977.8U CN201620653977U CN205857448U CN 205857448 U CN205857448 U CN 205857448U CN 201620653977 U CN201620653977 U CN 201620653977U CN 205857448 U CN205857448 U CN 205857448U
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- prefabricated panel
- projection
- shear wall
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Abstract
The utility model discloses a kind of assembly concrete shear wall structure, including prefabricated panel, prefabricated panel top is provided with projection, and prefabricated panel bottom is provided with the groove matched with projection；The both sides on prefabricated panel top are provided with prominent lengths of rebar, and the both sides of prefabricated panel bottom are provided with the sleeve matched with lengths of rebar；Prefabricated panel sidepiece one end is provided with stretches out muscle, and the prefabricated panel sidepiece other end is provided with and stretches out the embedded hole that muscle matches；Prefabricated panel top is provided with symmetrical hole for hoist.This utility model utilizes the collocation structure that matches of projection and groove, improves the horizontal shear strength of parallel shear wall metope direction seam；Lengths of rebar and sleeve is utilized to increase the reliability that neighbouring prefabricated panel connects；Prefabricated panel both sides arrange match stretch out muscle and embedded hole carries out the spacing connection in left and right.This utility model simple in construction, easy to operate, firm and reliable connection, and component is simple, convenient manufacture, has saved time and the material cost of construction of construction.
Description
Technical field
This utility model relates to the technical field of assembled architecture, is specifically related to a kind of assembly concrete shear wall knot
Structure.
Background technology
In recent years, along with China's policy guidance to assembled-type house and the appearance of preferential policy, fabricated shear wall is tied
Structure has obtained development energetically, and the structure thinking of assembled entirety shear wall is that the component of building structure is divided into many lists
Unit, then pours molding in factory for prefabrication or precasting yard to unit, in transport to job site by machinery
Lift in place, finally utilize the fabricated shear wall structure that wet type is formed by connecting.Assembly concrete building is building industrialization
A kind of important way, prebuild produces in factory modularization, Assembling, thus can realize prefabricated components standardization, quality
Controlled, save material, efficient quick during construction, save material and avoid waste, production scene and job site non-environmental-pollution, tool
Have that speed of application is fast, the engineering construction cycle is short, production efficiency is high, good product quality, safety and environmental protection, effectively reduce cost, reduce
The plurality of advantages such as supplies consumption and working procedure.Building industrialization is the developing direction of future architecture industry, and assembled architecture is also
It it is the focus that Ge great building enterprise falls over each other research in recent years.But, existing fabricated shear wall supports less reliable, construction
Time is long, complex operation, therefore develops novel assembly concrete shear wall structure so that it is have good overall work
Energy and anti-seismic performance, simple and efficient when joint is constructed again, it appears the most necessary.
Utility model content
In order to solve above-mentioned technical problem, this utility model provides a kind of assembly concrete shear wall structure, supports
Reliably, anti-seismic performance high, easy for installation, decrease the engineering time.
In order to achieve the above object, the technical solution of the utility model is: a kind of assembly concrete shear wall structure, bag
Including prefabricated panel, described prefabricated panel top is provided with projection, and prefabricated panel bottom is provided with the groove matched with projection；Described pre-
The both sides on wallboard top processed are provided with prominent lengths of rebar, and the both sides of prefabricated panel bottom are provided with the sleeve matched with lengths of rebar；
Described prefabricated panel sidepiece one end is provided with stretches out muscle, and the prefabricated panel sidepiece other end is provided with and stretches out the embedded hole that muscle matches；
Described prefabricated panel top is provided with symmetrical hole for hoist.
Described prefabricated panel top is provided with bearing diagonal built-in fitting, and the outside of bearing diagonal built-in fitting is provided with interim fixing hole, tiltedly
Supporting embedded part, interim fixing hole are distributed about the centrosymmetry of prefabricated panel.
The quantity of described projection and groove is provided with at least two, and projection is evenly distributed on the top of prefabricated panel, and groove is equal
The even bottom being distributed in prefabricated panel.
Described prefabricated panel both sides are provided with notch, and notch is positioned in the middle part of prefabricated panel.
This utility model utilizes the collocation structure that matches of the projection on prefabricated panel and groove, improves parallel shear wall
The horizontal shear strength of metope direction seam, by arranging binder course between neighbouring splicing prefabricated wallboard face, make,
Lower shear-wall element is combined closely；The lengths of rebar of both sides, prefabricated panel top and the bottom and sleeve, increase neighbouring prefabricated panel
The reliability connected；Meanwhile, muscle and embedded hole are stretched out, to adjacent left and right dry wall what the setting of prefabricated panel both sides matched
Plate carries out spacing connection, and making adjacent prefabricated panel is an entirety.This utility model simple in construction, easy to operate, connect jail
Gu reliable, and component is simple, convenient manufacture, has saved time and the material cost of construction of construction.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, the accompanying drawing in describing below is only
It is embodiments more of the present utility model, for those of ordinary skill in the art, in the premise not paying creative work
Under, it is also possible to other accompanying drawing is obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the A-A direction view of Fig. 1.
In figure, 1 is prefabricated panel, and 2 is projection, and 3 is groove, and 4 is lengths of rebar, and 5 for stretching out muscle, and 6 is embedded hole, and 7 is groove
Mouthful, 8 is sleeve, and 9 is hole for hoist, and 10 is bearing diagonal built-in fitting, and 11 is interim fixing hole.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under paying creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
As it is shown in figure 1, a kind of assembly concrete shear wall structure, including prefabricated panel 1, prefabricated panel 1 top is provided with
Projection 2, prefabricated panel 1 bottom is provided with the groove 3 matched with projection 2.Groove 3 with on the prefabricated panel 1 of adjacent lower floor
Projection 2 is connected, and 3, the volume of projection 2 is slightly less than the volume of groove 3.The collocation structure of projection 2 and groove 3, improves parallel
The horizontal shear strength of shear wall metope direction seam.The quantity of projection 2 and groove 3 is provided with at least two, and projection 2 is uniformly distributed
On the top of prefabricated panel 1, groove 3 is evenly distributed on the bottom of prefabricated panel 1.The longitudinal section of projection 2 and groove 3 is trapezoidal,
Configuration reinforcement chamfer configuration is set in projection 2 and groove 3, it is to avoid produce stress during its stress and concentrate.Neighbouring is prefabricated
Being provided with binder course between wallboard 1 Mosaic face, binder course is pea gravel concreten or cement mortar, makes upper and lower shear-wall element tight
In conjunction with.
Preferably, the longitudinal section of projection 2 and groove 3 is rectangle, makes both coordinate more convenient.
The both sides on prefabricated panel 1 top are provided with prominent lengths of rebar 4, and the both sides of prefabricated panel 1 bottom are provided with and lengths of rebar 4
The sleeve 8 matched.The quantity of prefabricated panel 1 upper bush 8 and lengths of rebar 4 is provided with at least four, neighbouring in order to increase
The reliability that prefabricated panel 1 connects, can increase its quantity.Sleeve 8 is double vertically arranged, with adjacent lower prefabricated panel 1
The lengths of rebar 4 stretched out is the most chimeric, by perfusion mortar in sleeve 2, is allowed to be integrally forming with adjacent lower body of wall.
Prefabricated panel 1 sidepiece one end is provided with stretches out muscle 5, and the prefabricated panel 1 sidepiece other end is provided with and stretches out what muscle 5 matched
Embedded hole 6.Stretching out muscle 5 and stretch into the embedded hole 6 on contiguous prefabricated wallboard 1, prefabricated panel 1 side surfaces is picked and is dug into matsurface, with
More preferable and peripheral member is cast-in-place forms entirety.
Preferably, prefabricated panel 1 top is provided with symmetrical hole for hoist 9, a left side for the prefabricated panel 1 of hole for hoist 9 distribution
Right both sides, for the lifting to prefabricated panel 1.Pre-embedded bolt, the convenient lifting to prefabricated panel 1 can be provided with in hole for hoist 9.
Prefabricated panel 1 top is provided with bearing diagonal built-in fitting 10, and the outside of bearing diagonal built-in fitting 10 is provided with interim fixing hole 11, and bearing diagonal is pre-
Embedded part 10, interim fixing hole 11 are distributed about the centrosymmetry of prefabricated panel 1.Bearing diagonal built-in fitting 10, interim fixing hole 11 are used
Temporarily fixing when preset wallboard 1 is installed.
Preferably, as in figure 2 it is shown, prefabricated panel 1 both sides are provided with notch 7, notch 7 is positioned in the middle part of prefabricated panel 1.Water and build up
During body of wall, the quantity of prefabricated panel 1 is at least two pieces, can form perps when two pieces of prefabricated panels 1 are installed, by perps
Casting concrete, can connect formation entirety.Notch 7 makes the connection of two pieces of prefabricated panels 1 the most solid stable, after pouring,
Sealing and PE rod is used to carry out closure and make isothermal holding.
The above, only this utility model preferably detailed description of the invention, but protection domain of the present utility model is not
Being confined to this, any those familiar with the art, in the technical scope that this utility model discloses, can readily occur in
Change or replacement, all should contain within protection domain of the present utility model.
Claims (4)
1. an assembly concrete shear wall structure, including prefabricated panel (1), it is characterised in that: on described prefabricated panel (1)
Portion is provided with projection (2), and prefabricated panel (1) bottom is provided with the groove (3) matched with projection (2)；Described prefabricated panel (1) top
Both sides be provided with prominent lengths of rebar (4), the both sides of prefabricated panel (1) bottom are provided with the sleeve matched with lengths of rebar (4)
(8)；Described prefabricated panel (1) sidepiece one end is provided with stretches out muscle (5), and prefabricated panel (1) the sidepiece other end is provided with and stretches out muscle (5)
The embedded hole (6) matched；Described prefabricated panel (1) top is provided with symmetrical hole for hoist (9).
Assembly concrete shear wall structure the most according to claim 1, it is characterised in that on described prefabricated panel (1)
Portion is provided with bearing diagonal built-in fitting (10), and the outside of bearing diagonal built-in fitting (10) is provided with interim fixing hole (11), bearing diagonal built-in fitting
(10), interim fixing hole (11) is distributed about the centrosymmetry of prefabricated panel (1).
Assembly concrete shear wall structure the most according to claim 1, it is characterised in that described projection (2) and groove
(3) quantity is provided with at least two, and projection (2) is evenly distributed on the top of prefabricated panel (1), and groove (3) is evenly distributed on pre-
The bottom of wallboard processed (1).
Assembly concrete shear wall structure the most according to claim 1, it is characterised in that described prefabricated panel (1) two
Side is provided with notch (7), and notch (7) is positioned at prefabricated panel (1) middle part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620653977.8U CN205857448U (en) | 2016-06-28 | 2016-06-28 | A kind of assembly concrete shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620653977.8U CN205857448U (en) | 2016-06-28 | 2016-06-28 | A kind of assembly concrete shear wall structure |
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| Publication Number | Publication Date |
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| CN205857448U true CN205857448U (en) | 2017-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620653977.8U Active CN205857448U (en) | 2016-06-28 | 2016-06-28 | A kind of assembly concrete shear wall structure |
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| CN (1) | CN205857448U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859239A (en) * | 2017-10-31 | 2018-03-30 | 江苏金贸科技发展有限公司 | A kind of modular unit combination prefabricated panel |
| CN108316513A (en) * | 2017-01-18 | 2018-07-24 | 湖南大学 | A kind of rapid construction assembly of shear wall structure and its construction method |
| CN108930347A (en) * | 2018-09-25 | 2018-12-04 | 沈阳农业大学 | A kind of heliogreenhouse assembled wall |
| CN108978938A (en) * | 2018-07-20 | 2018-12-11 | 山东科技大学 | Precast reinforced concrete shear wall and construction method |
| CN109853751A (en) * | 2019-04-12 | 2019-06-07 | 浙江交工集团股份有限公司 | It is a kind of to solve lock Quick connection part for prefabricated member |
| CN110685371A (en) * | 2019-09-11 | 2020-01-14 | 江阴天孚新型墙体材料有限公司 | Rapid hoisting construction process for prefabricated composite wallboard |
| CN110924519A (en) * | 2019-12-06 | 2020-03-27 | 青岛联合智造科技有限公司 | Prefabricated concatenation installed part of cement |
| CN110965668A (en) * | 2019-12-23 | 2020-04-07 | 北京工业大学 | Mortise and tenon structure-based assembled concrete shear wall connection method |
| CN111236475A (en) * | 2020-02-28 | 2020-06-05 | 苏州安省建筑设计有限公司 | Anti-seismic assembled shear wall structure convenient to install |
| CN111561061A (en) * | 2020-03-24 | 2020-08-21 | 河北工业大学 | Assembled wallboard, wall structure and construction method of wall structure |
-
2016
- 2016-06-28 CN CN201620653977.8U patent/CN205857448U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316513A (en) * | 2017-01-18 | 2018-07-24 | 湖南大学 | A kind of rapid construction assembly of shear wall structure and its construction method |
| CN107859239A (en) * | 2017-10-31 | 2018-03-30 | 江苏金贸科技发展有限公司 | A kind of modular unit combination prefabricated panel |
| CN108978938A (en) * | 2018-07-20 | 2018-12-11 | 山东科技大学 | Precast reinforced concrete shear wall and construction method |
| CN108930347A (en) * | 2018-09-25 | 2018-12-04 | 沈阳农业大学 | A kind of heliogreenhouse assembled wall |
| CN109853751A (en) * | 2019-04-12 | 2019-06-07 | 浙江交工集团股份有限公司 | It is a kind of to solve lock Quick connection part for prefabricated member |
| CN109853751B (en) * | 2019-04-12 | 2024-02-02 | 浙江交工集团股份有限公司 | Unlocking type quick connector for assembly type component |
| CN110685371A (en) * | 2019-09-11 | 2020-01-14 | 江阴天孚新型墙体材料有限公司 | Rapid hoisting construction process for prefabricated composite wallboard |
| CN110924519A (en) * | 2019-12-06 | 2020-03-27 | 青岛联合智造科技有限公司 | Prefabricated concatenation installed part of cement |
| CN110965668A (en) * | 2019-12-23 | 2020-04-07 | 北京工业大学 | Mortise and tenon structure-based assembled concrete shear wall connection method |
| CN111236475A (en) * | 2020-02-28 | 2020-06-05 | 苏州安省建筑设计有限公司 | Anti-seismic assembled shear wall structure convenient to install |
| CN111561061A (en) * | 2020-03-24 | 2020-08-21 | 河北工业大学 | Assembled wallboard, wall structure and construction method of wall structure |
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| GR01 | Patent grant |