CN205530815U - Vertical connection structure of assembled shear force wall - Google Patents
Vertical connection structure of assembled shear force wall Download PDFInfo
- Publication number
- CN205530815U CN205530815U CN201620253390.8U CN201620253390U CN205530815U CN 205530815 U CN205530815 U CN 205530815U CN 201620253390 U CN201620253390 U CN 201620253390U CN 205530815 U CN205530815 U CN 205530815U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- shear force
- muscle
- slab
- described shear
- 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
Links
Abstract
The utility model provides a vertical connection structure of assembled shear force wall, including porous shear force wallboard, the shear force wallboard comprises with the steel grid of pouring in concrete wall, and vertical direction in the shear force wallboard sets up two rankings and puts crisscross shear force wall and indulge the muscle preformed hole, and steel reinforcing structure comprises the horizontal muscle of a plurality of shear force walls, the inside lacing wire of a plurality of shear force wall, the vertical structural bar of a plurality of shear force walls, the vertical structural bar of shear force wall and the horizontal muscle of shear force wall is perpendicular, and the inside lacing wire one end of shear force wall is fixed on the muscle was indulged to the shear force wall, the other end was fixed on the vertical structural bar of shear force wall, the shear force wallboard is indulged during the muscle embolias the shear force wallboard through shear force wallboard preformed hole from bottom to top, and the shear force wallboard of upper shear force wallboard is indulged the muscle and is indulged the muscle with the shear force wallboard of lower floor shear force wallboard and be connected through straight screw sleeve. The beneficial effects are that: simple structure, construction convenience has saved greatly and has been under construction required material and man -hour.
Description
Technical field
This utility model relates to shear wall construction applications, particularly relates to a kind of fabricated shear wall vertical connection 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 structure has obtained development energetically, the structure thinking of assembled entirety shear wall is that the component of building structure is divided into many unit, then in factory for prefabrication or precasting yard, unit is poured molding, in place by mechanical hoisting to job site in transport, finally utilize the fabricated shear wall structure that wet type is formed by connecting.
Utility model content
This utility model solves shear wall slab in prior art and connects the various problems existed, and proposes a kind of fabricated shear wall vertical connection structure.
The technical solution of the utility model is achieved in that
A kind of fabricated shear wall vertical connection structure, shear wall slab including porous, described shear wall slab is made up of concrete wall and the steel grid poured in concrete walls body, described shear wall slab includes upper strata shear wall slab and lower floor's shear wall slab, vertical direction in described shear wall slab arranges two rankings and puts staggered shear wall and indulge muscle preformed hole, both sides, described shear wall lower end are provided with staggered grout hole, described bar construction is by some shear wall horizontal bars, the internal lacing wire of some shear walls, some shear wall longitudinal structure muscle form, described shear wall longitudinal structure muscle is vertical with described shear wall horizontal bar, the internal lacing wire one end of described shear wall is fixed on described shear wall and indulges on muscle, the other end is fixed on described shear wall longitudinal structure muscle；Described shear wall slab is indulged muscle and is inserted in described shear wall slab by described shear wall slab preformed hole from bottom to top, and the described shear wall slab of described upper strata shear wall slab is indulged muscle and indulged muscle with the described shear wall slab of described lower floor shear wall slab and be connected by straight screw sleeve.
Described shear wall horizontal bar two ends highlight a segment distance from described shear wall slab two ends, and two pieces of described shear wall slabs connect fixing in the horizontal direction by the protuberance at described shear wall horizontal bar two ends.
Described shear wall slab is indulged muscle and is exceeded described shear wall slab 300mm or 500mm.
Described shear wall is indulged the top and bottom of muscle and is respectively equipped with straight thread joint and straight thread connecting sleeve, and described straight thread joint supports the use with described straight thread connecting sleeve.
The beneficial effects of the utility model are: this utility model simple in construction, when operation is installed, very convenient, and the panel structure using this structure to connect is firm；The material that this structure is used is less, 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, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in describing below is only embodiments more of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is overall structure schematic diagram of the present utility model；
Fig. 2 is plan structure schematic diagram of the present utility model；
Fig. 3 is the structural representation of steel grid of the present utility model；
Fig. 4 is the attachment structure schematic diagram that muscle indulged by this utility model levels shear wall；
Fig. 5 is the structural representation of this utility model assembling.
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 clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not paying creative work premise, broadly fall into the scope of this utility model protection.
As shown in Figure 1 and Figure 2, this utility model embodiment provides a kind of fabricated shear wall vertical connection structure, shear wall slab 1 including porous, shear wall slab is rectangle, described shear wall slab 1 is made up of concrete wall and the steel grid poured in concrete walls body, described shear wall slab 1 is divided into upper strata shear wall slab 10 and lower floor's shear wall slab 11, vertical direction in described shear wall slab 1 arranges two rankings and puts staggered shear wall and indulge muscle preformed hole 4, and both sides, described shear wall slab 1 lower end are provided with staggered grout hole 6；As shown in Figure 3, described bar construction is made up of some shear wall horizontal bars 7, the internal lacing wire 8 of some shear walls, some shear wall longitudinal structure muscle 9, described shear wall longitudinal structure is vertical with described shear wall horizontal bar 7 to structure muscle 9, internal lacing wire 8 one end of described shear wall is fixed on shear wall and indulges on muscle 2, and the other end is fixed on described shear wall longitudinal structure muscle 9；Described shear wall slab is indulged muscle 2 and is inserted in described shear wall slab 1 by described shear wall slab preformed hole 4 from bottom to top, and the described shear wall slab of described upper strata shear wall slab 10 is indulged muscle 2 and indulged muscle 2 with the described shear wall slab of described lower floor shear wall slab 11 and pass through straight screw sleeve 5 and be connected.
As it is shown on figure 3, described shear wall horizontal bar 7 two ends highlight a segment distance from described shear wall slab 1 two ends, two pieces of described shear wall slabs 1 connect fixing in the horizontal direction by the protuberance at described shear wall horizontal bar 7 two ends.
It is 300mm or 500mm that described shear wall slab indulge muscle 2 to exceed the distance of described shear wall slab a ~ b.
As shown in Figure 4, described shear wall is indulged the top and bottom of muscle 2 and is respectively equipped with straight thread joint 3 and straight thread connecting sleeve 5, and described straight thread joint 3 supports the use with described straight thread connecting sleeve 5.
When using this programme assembling shear wall slab, two pieces of shear wall slab horizontal alignments of lower floor, the shear wall horizontal bar highlighting out coagulation body of wall is utilized to align one by one fixing connection, then shear wall is indulged muscle be inserted in lower floor's shear wall slab preformed hole, shear wall is indulged muscle and is exceeded shear wall slab 300mm or 500mm, indulged the straight thread connecting sleeve that the straight screw connection head of muscle and lower floor shear wall indulge muscle again to be connected by upper strata shear wall, then upper strata shear wall is indulged muscle be inserted in the shear wall slab of upper strata by upper strata shear wall slab preformed hole from bottom to top, afterwards by grout hole cement injection mortar or other cement mortar and the mixture of waterglass.
The foregoing is only preferred embodiment of the present utility model; not in order to limit this utility model; all within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (4)
1. a fabricated shear wall vertical connection structure, shear wall slab including porous, described shear wall slab is made up of concrete wall and the steel grid poured in concrete walls body, described shear wall slab is divided into upper strata shear wall slab and lower floor's shear wall slab, it is characterized in that: the vertical direction in described shear wall slab arranges two rankings and puts staggered shear wall and indulge muscle preformed hole, both sides, described shear wall slab lower end are provided with staggered grout hole, described bar construction is by some shear wall horizontal bars, the internal lacing wire of some shear walls, some shear wall longitudinal structure muscle form, described shear wall longitudinal structure muscle is vertical with described shear wall horizontal bar, the internal lacing wire one end of described shear wall is fixed on described shear wall and indulges on muscle, the other end is fixed on described shear wall longitudinal structure muscle；Described shear wall slab is indulged muscle and is inserted in described shear wall slab by described shear wall slab preformed hole from bottom to top, and the described shear wall slab of described upper strata shear wall slab is indulged muscle and indulged muscle with the described shear wall slab of described lower floor shear wall slab and be connected by straight screw sleeve.
A kind of fabricated shear wall vertical connection structure the most according to claim 1, it is characterized in that: described shear wall horizontal bar two ends highlight a segment distance from described shear wall slab two ends, and two pieces of described shear wall slabs connect fixing in the horizontal direction by the protuberance at described shear wall horizontal bar two ends.
A kind of fabricated shear wall vertical connection structure the most according to claim 1, it is characterised in that: described shear wall slab is indulged muscle and is exceeded described shear wall slab 300mm or 500mm.
A kind of fabricated shear wall vertical connection structure the most according to claim 1, it is characterized in that: described shear wall is indulged the top and bottom of muscle and is respectively equipped with straight thread joint and straight thread connecting sleeve, and described straight thread joint supports the use with described straight thread connecting sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620253390.8U CN205530815U (en) | 2016-03-30 | 2016-03-30 | Vertical connection structure of assembled shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620253390.8U CN205530815U (en) | 2016-03-30 | 2016-03-30 | Vertical connection structure of assembled shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205530815U true CN205530815U (en) | 2016-08-31 |
Family
ID=56785668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620253390.8U Expired - Fee Related CN205530815U (en) | 2016-03-30 | 2016-03-30 | Vertical connection structure of assembled shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205530815U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245817A (en) * | 2016-09-20 | 2016-12-21 | 中国建筑第七工程局有限公司 | A kind of fabricated shear wall vertical connection structure and installation method thereof |
| CN106906955A (en) * | 2017-03-15 | 2017-06-30 | 上海建工四建集团有限公司 | A kind of integral prefabricated reinforcing bar web frame of shear wall and its construction method |
| CN107165268A (en) * | 2017-07-10 | 2017-09-15 | 岳阳远大住宅工业有限公司 | The band double steel bar connecting structure system of heat insulation prefabricated shear wall |
| CN107165267A (en) * | 2017-07-10 | 2017-09-15 | 岳阳远大住宅工业有限公司 | The double steel bar connecting structure system of precast shear wall |
| CN108385857A (en) * | 2018-02-05 | 2018-08-10 | 西安建筑科技大学 | A kind of precast prestressed connecting structure of wall of abnormity and assembly method |
| CN109138220A (en) * | 2018-07-27 | 2019-01-04 | 肇庆三乐集成房屋制造有限公司 | The compound assembled skeleton of fiber cement board, wall component and assembled steel reinforced concrete shear wall |
-
2016
- 2016-03-30 CN CN201620253390.8U patent/CN205530815U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245817A (en) * | 2016-09-20 | 2016-12-21 | 中国建筑第七工程局有限公司 | A kind of fabricated shear wall vertical connection structure and installation method thereof |
| CN106906955A (en) * | 2017-03-15 | 2017-06-30 | 上海建工四建集团有限公司 | A kind of integral prefabricated reinforcing bar web frame of shear wall and its construction method |
| CN106906955B (en) * | 2017-03-15 | 2023-12-26 | 上海建工四建集团有限公司 | Shear wall integral prefabricated reinforcement mesh structure and construction method thereof |
| CN107165268A (en) * | 2017-07-10 | 2017-09-15 | 岳阳远大住宅工业有限公司 | The band double steel bar connecting structure system of heat insulation prefabricated shear wall |
| CN107165267A (en) * | 2017-07-10 | 2017-09-15 | 岳阳远大住宅工业有限公司 | The double steel bar connecting structure system of precast shear wall |
| CN108385857A (en) * | 2018-02-05 | 2018-08-10 | 西安建筑科技大学 | A kind of precast prestressed connecting structure of wall of abnormity and assembly method |
| CN108385857B (en) * | 2018-02-05 | 2019-07-05 | 西安建筑科技大学 | A kind of precast prestressed connecting structure of wall of abnormity and assembly method |
| CN109138220A (en) * | 2018-07-27 | 2019-01-04 | 肇庆三乐集成房屋制造有限公司 | The compound assembled skeleton of fiber cement board, wall component and assembled steel reinforced concrete shear wall |
| CN109138220B (en) * | 2018-07-27 | 2020-02-18 | 肇庆三乐集成房屋制造有限公司 | Fiber cement board composite assembled framework, wall body component and assembled steel-concrete shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205530815U (en) | Vertical connection structure of assembled shear force wall | |
| CN106245817A (en) | A kind of fabricated shear wall vertical connection structure and installation method thereof | |
| CN206189647U (en) | Novel infilled wall brickwork drawknot muscle structure | |
| CN215166634U (en) | Assembly type building wallboard connecting structure | |
| CN103866866B (en) | Super High Core Walls Structure and housing water node after setting a roof beam in place | |
| CN205617419U (en) | Novel combination formula reinforced earth retaining wall structure | |
| CN206053032U (en) | A kind of fabricated shear wall vertical connection structure | |
| CN204551796U (en) | Building structure at the bottom of a kind of Vierendeel girder | |
| CN204715764U (en) | The structure that a kind of constructional column and agent structure are constructed simultaneously | |
| CN109208785B (en) | Assembled superposed structure system | |
| CN203296208U (en) | Pouring hole non-mortar reinforcing bar building block brickwork shear wall | |
| CN209308222U (en) | A kind of connection structure with tongue and groove precast shear wall | |
| CN205557839U (en) | Brickwork infilled wall and main body frame's flexible connection mean | |
| CN208917997U (en) | The prefabricated node component of armored concrete | |
| CN201224951Y (en) | Constructional column reinforcing steel bar fixing clamp | |
| CN208121961U (en) | A kind of assembling frame corner node structure | |
| CN203546992U (en) | Novel floor cement component structure | |
| CN207959532U (en) | A kind of structure that wallboard is connect with coupling beam | |
| CN208518076U (en) | Support column suspension column anti-seismic structure | |
| CN206512852U (en) | A kind of multi-layer construction structure of use preformed material | |
| CN207646886U (en) | The assembled arthitecutral structure that steel construction is combined with concrete structure | |
| CN205591415U (en) | Non - standard building block | |
| CN205777034U (en) | Light hollow block | |
| CN210947342U (en) | Assembly type building structure | |
| CN205663095U (en) | Precast concrete composite floor |
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: 20160831 Termination date: 20210330 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |