CN106245817A - A kind of fabricated shear wall vertical connection structure and installation method thereof - Google Patents

A kind of fabricated shear wall vertical connection structure and installation method thereof Download PDF

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Publication number
CN106245817A
CN106245817A CN201610831633.6A CN201610831633A CN106245817A CN 106245817 A CN106245817 A CN 106245817A CN 201610831633 A CN201610831633 A CN 201610831633A CN 106245817 A CN106245817 A CN 106245817A
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CN
China
Prior art keywords
shear
vertical
muscle
preformed hole
floor
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.)
Pending
Application number
CN201610831633.6A
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Chinese (zh)
Inventor
张中善
冯大阔
宋闻辉
刘建
侯涛
郑培君
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Seventh Engineering Division Corp Ltd
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China Construction Seventh Engineering Division Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Seventh Engineering Division Corp Ltd filed Critical China Construction Seventh Engineering Division Corp Ltd
Priority to CN201610831633.6A priority Critical patent/CN106245817A/en
Publication of CN106245817A publication Critical patent/CN106245817A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members

Abstract

The present invention proposes a kind of fabricated shear wall vertical connection structure and installation method thereof, shear wall is by concrete walls body and the wall body horizontal bar poured in concrete walls body, vertical structure muscle composition, wall body horizontal bar forms steel reinforcement cage with vertical structure muscle, wall body horizontal bar is vertical with vertical structure muscle, the evenly distributed vertical muscle preformed hole of string is vertically set in shear wall, vertical ladder muscle inserts in the preformed hole of precast shear wall, the vertical ladder muscle of upper strata shear wall overlap joint corresponding with the vertical ladder muscle of lower floor shear wall, upper strata shear wall aligns one by one with the vertical muscle preformed hole of lower floor's shear wall, it is filled with self-compacting concrete in vertical muscle preformed hole.It provides the benefit that: present configuration is simple, uses this kind of connecting structure, makes upper and lower two pieces of shear walls connect more firm;And material that this structure is used is less, easy construction, manpower and duration can be saved significantly on, improve efficiency of construction, and then reduce construction cost.

Description

A kind of fabricated shear wall vertical connection structure and installation method thereof
Technical field
The present invention relates to shear wall field, particularly relate to a kind of fabricated shear wall vertical connection structure and installation side thereof Method.
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.
Summary of the invention
The present invention solves problems of the prior art, propose a kind of fabricated shear wall vertical connection structure and Installation method.
The technical scheme is that and be achieved in that:
A kind of fabricated shear wall vertical connection structure, its composition includes: shear wall, concrete walls body, wall body horizontal bar, vertically Ladder muscle, vertical muscle preformed hole, vertically constructing muscle, shear wall includes upper strata shear wall and lower floor's shear wall, and shear wall is by concrete Wall body and the wall body horizontal bar poured in concrete walls body, vertical structure muscle composition, wall body horizontal bar and vertical structure muscle shape Becoming steel reinforcement cage, wall body horizontal bar is vertical with vertical structure muscle, vertically arranges the evenly distributed vertical muscle of string in shear wall Preformed hole, vertical ladder muscle is inserted in shear wall preformed hole;The vertical ladder muscle of upper strata shear wall is perpendicular with lower floor's shear wall Overlapping to ladder muscle correspondence, upper strata shear wall aligns one by one with the vertical muscle preformed hole of lower floor's shear wall, fills out in vertical muscle preformed hole It is filled with self-compacting concrete.
The often place of shear wall vertically constructs muscle position and is provided with vertical muscle preformed hole.
Vertical ladder muscle inserts in vertical muscle preformed hole from top to bottom, is positioned over lower floor's shear wall top, upper strata shear wall with The vertical ladder muscle of lower floor's shear wall commonly overlaps, and vertical ladder muscle exceeds shear wall no less than a lap of splice.
A kind of installation method of fabricated shear wall vertical connection structure, its step includes:
(1) wall body horizontal bar and the muscle colligation of vertical structure are fixed the steel reinforcement cage of formation rectangular shape;
(2) prefabricated upper strata shear wall and lower floor's shear wall, by steel reinforcement cage casting concrete, vertically constructs between muscle reserved at two groups Ellipse or the vertical muscle preformed hole of rectangle, reserve grout hole in steel reinforcement cage lower end, and wall body horizontal bar protrudes Shear Walls body two Side;
(3) in the vertical muscle preformed hole of lower floor's shear wall, self-compacting concrete is poured;
(4) upper strata shear wall is placed on lower floor's shear wall, by upper strata shear wall and the vertical muscle preformed hole pair of lower floor's shear wall Together, vertical ladder muscle is made to be inserted in the vertical muscle preformed hole of upper strata shear wall;
(5) fine setting upper strata shear wall makes both align with lower floor's shear wall position;
(6) self-compacting concrete is irrigated from the vertical muscle preformed hole of upper strata shear wall.
The invention has the beneficial effects as follows: present configuration is simple, uses connecting structure in this, when shear wall connects, use and fill Pulp material, makes upper and lower two pieces of shear walls connect more firm;And material that this structure is used is less, easily manufactured, save Manpower and material cost.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing In having technology to describe, the required accompanying drawing used is briefly described, it should be apparent that, the accompanying drawing in describing below is only this Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to Other accompanying drawing is obtained according to these accompanying drawings.
Fig. 1 is the structural representation that the present invention uses the shear wall of oval vertical muscle preformed hole;
Fig. 2 is that the present invention uses rectangle to indulge the structural representation of shear wall of muscle preformed hole;
Fig. 3 is the structural representation of the vertical ladder muscle of the present invention;
Fig. 4 is the structural representation of lower floor's shear wall of the present invention;
Fig. 5 is the structural representation of the levels shear wall connection of the present invention;
Fig. 6 is that the structural representation that muscle is installed indulged by the upper strata shear wall of the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under not paying creative work premise Embodiment, broadly falls into the scope of protection of the invention.
As shown in drawings, a kind of fabricated shear wall vertical connection structure, its composition includes: shear wall, concrete walls body 1, wall body horizontal bar 3, vertical ladder muscle 5, vertical muscle preformed hole 2, vertical structure muscle 4, shear wall is divided into upper strata shear wall 6 and lower floor Shear wall 7, the wall body horizontal bar 3 that shear wall by concrete walls body 1 and pours in concrete walls body 1, vertical 4 groups of muscle of structure Becoming, wall body horizontal bar 3 and vertical structure muscle 4 form steel reinforcement cage, and wall body horizontal bar 3 is vertical, in shear wall with vertical structure muscle 4 Vertically arranging the evenly distributed vertical muscle preformed hole 2 of string, vertical ladder muscle 5 is inserted into the interior of shear wall preformed hole 2;Upper strata The vertical ladder muscle 5 of shear wall 6 overlap joint corresponding with the vertical ladder muscle 5 of lower floor shear wall 6, upper strata shear wall 6 and lower story shear The vertical muscle preformed hole 2 of wall 7 aligns one by one, is filled with self-compacting concrete in vertical muscle preformed hole 2.
The often place of shear wall vertically constructs muscle 4 position and is provided with vertical muscle preformed hole 2.
Vertical ladder muscle 4 inserts in vertical muscle preformed hole 2 from top to bottom, is positioned over lower floor's shear wall 7 top, upper strata shear wall 6 commonly overlap with the vertical ladder muscle 4 of lower floor shear wall 7, and vertical ladder muscle exceeds shear wall no less than a lap of splice.
Shear wall is indulged muscle and is reserved the shape of 2 and can be set to ellipse or rectangle, and shear wall lower end is additionally provided with for perfusion from close The grout hole of real concrete.
A kind of installation method of fabricated shear wall vertical connection structure, its step includes:
(1) wall body horizontal bar and the muscle colligation of vertical structure are fixed the steel reinforcement cage of formation rectangular shape;
(2) prefabricated upper strata shear wall and lower floor's shear wall, by steel reinforcement cage casting concrete, vertically constructs between muscle reserved at two groups Ellipse or the vertical muscle preformed hole of rectangle, reserve grout hole in steel reinforcement cage lower end, and wall body horizontal bar protrudes Shear Walls body two Side;
(3) in the vertical muscle preformed hole of lower floor's shear wall, self-compacting concrete is poured;
(4) upper strata shear wall is placed on lower floor's shear wall, by upper strata shear wall and the vertical muscle preformed hole pair of lower floor's shear wall Together, vertical ladder muscle is made to be inserted in the vertical muscle preformed hole of upper strata shear wall;
(5) fine setting upper strata shear wall makes both align with lower floor's shear wall position;
(6) self-compacting concrete is irrigated from the vertical muscle preformed hole of upper strata shear wall.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all essences in the present invention Within god and principle, any modification, equivalent substitution and improvement etc. made, should be included within the scope of the present invention.

Claims (4)

1. a fabricated shear wall vertical connection structure, its composition includes: shear wall, concrete walls body, wall body horizontal bar, perpendicular To ladder muscle, vertical muscle preformed hole, vertically constructing muscle, shear wall includes upper strata shear wall and lower floor's shear wall, it is characterised in that: cut Wall body horizontal bar, vertical structure muscle that power wall by concrete walls body and pours in concrete walls body form, wall body horizontal bar with Vertical structure muscle forms steel reinforcement cage, and wall body horizontal bar is vertical with vertical structure muscle, vertically arranges string in shear wall Evenly distributed vertical muscle preformed hole, vertical ladder muscle is inserted in shear wall preformed hole;The vertical ladder muscle of upper strata shear wall with under The vertical ladder muscle correspondence overlap joint of story shear wall, upper strata shear wall aligns one by one with the vertical muscle preformed hole of lower floor's shear wall, vertical Muscle preformed hole is filled with self-compacting concrete.
Fabricated shear wall vertical connection structure the most according to claim 1, it is characterised in that: the often place of shear wall vertically constructs Muscle position is provided with vertical muscle preformed hole.
Fabricated shear wall vertical connection structure the most according to claim 1, it is characterised in that: vertical ladder muscle is inserted from top to bottom Entering in vertical muscle preformed hole, be positioned over lower floor's shear wall top, the vertical ladder muscle of upper strata shear wall and lower floor's shear wall is commonly taken Connecing, vertical ladder muscle exceeds shear wall no less than a lap of splice.
4. the installation method of a fabricated shear wall vertical connection structure, it is characterised in that its step includes:
(1) wall body horizontal bar and the muscle colligation of vertical structure are fixed the steel reinforcement cage of formation rectangular shape;
(2) prefabricated upper strata shear wall and lower floor's shear wall, by steel reinforcement cage casting concrete, vertically constructs between muscle reserved at two groups Ellipse or the vertical muscle preformed hole of rectangle, reserve grout hole in steel reinforcement cage lower end, and wall body horizontal bar protrudes Shear Walls body two Side;
(3) in the vertical muscle preformed hole of lower floor's shear wall, self-compacting concrete is poured;
(4) upper strata shear wall is placed on lower floor's shear wall, by upper strata shear wall and the vertical muscle preformed hole pair of lower floor's shear wall Together, vertical ladder muscle is made to be inserted in the vertical muscle preformed hole of upper strata shear wall;
(5) fine setting upper strata shear wall makes both align with lower floor's shear wall position;
(6) self-compacting concrete is irrigated from the vertical muscle preformed hole of upper strata shear wall.
CN201610831633.6A 2016-09-20 2016-09-20 A kind of fabricated shear wall vertical connection structure and installation method thereof Pending CN106245817A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610831633.6A CN106245817A (en) 2016-09-20 2016-09-20 A kind of fabricated shear wall vertical connection structure and installation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610831633.6A CN106245817A (en) 2016-09-20 2016-09-20 A kind of fabricated shear wall vertical connection structure and installation method thereof

Publications (1)

Publication Number Publication Date
CN106245817A true CN106245817A (en) 2016-12-21

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184030A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of assembly concrete shear wall Type Composite Structure System and installation method
CN109184032A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of vertical connecting structure of fabricated shear wall and installation method being easily installed
CN109184033A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of fabricated shear wall Type Composite Structure System and installation method convenient for construction
CN109184029A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of fabricated shear wall Type Composite Structure System and installation method being easily installed
CN111980197A (en) * 2019-05-22 2020-11-24 深圳市佰邦建筑设计顾问有限公司 Assembling type shear wall mounting process

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CN205530815U (en) * 2016-03-30 2016-08-31 中国建筑第七工程局有限公司 Vertical connection structure of assembled shear force wall

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184030A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of assembly concrete shear wall Type Composite Structure System and installation method
CN109184032A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of vertical connecting structure of fabricated shear wall and installation method being easily installed
CN109184033A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of fabricated shear wall Type Composite Structure System and installation method convenient for construction
CN109184029A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of fabricated shear wall Type Composite Structure System and installation method being easily installed
CN109184029B (en) * 2018-10-15 2020-06-26 中国建筑第七工程局有限公司 Assembled shear wall superimposed structure system convenient to mount and mounting method
CN109184033B (en) * 2018-10-15 2020-06-26 中国建筑第七工程局有限公司 Assembled shear wall superimposed structure system convenient to construct and installation method
CN109184032B (en) * 2018-10-15 2020-07-24 中国建筑第七工程局有限公司 Assembled shear wall vertical connection structure convenient to install and installation method
CN109184030B (en) * 2018-10-15 2021-04-09 中国建筑第七工程局有限公司 Assembly type concrete shear wall superposed structure system and installation method
CN111980197A (en) * 2019-05-22 2020-11-24 深圳市佰邦建筑设计顾问有限公司 Assembling type shear wall mounting process
CN111980197B (en) * 2019-05-22 2021-10-15 深圳市佰邦建筑设计顾问有限公司 Assembling type shear wall mounting process

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