CN106854899A - Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure - Google Patents

Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure Download PDF

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Publication number
CN106854899A
CN106854899A CN201710032855.6A CN201710032855A CN106854899A CN 106854899 A CN106854899 A CN 106854899A CN 201710032855 A CN201710032855 A CN 201710032855A CN 106854899 A CN106854899 A CN 106854899A
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CN
China
Prior art keywords
outside
reinforcing bar
board
horizontal annular
indwelling
Prior art date
Application number
CN201710032855.6A
Other languages
Chinese (zh)
Inventor
黄坤坤
Original Assignee
黄坤坤
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 黄坤坤 filed Critical 黄坤坤
Priority to CN201710032855.6A priority Critical patent/CN106854899A/en
Publication of CN106854899A publication Critical patent/CN106854899A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • 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
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete

Abstract

Fastened present invention is disclosed a kind of assembled ring muscle and be anchored concrete shear force wall vertical connection structure, including the multiple inside and outside wall boards being connected with each other, the inside and outside wall board is prefabricated steel hoop concrete structure, horizontal annular reinforcing bar is prefabricated with inside it, the longitudinal reinforcement of vertical steel hoop and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular reinforcing bar two ends are extended to outside the inside and outside wall board left and right sides, indwelling length is more than 100mm, the vertical steel hoop two ends are extended to outside inside and outside wall board upper and lower ends, indwelling length is more than 150mm, coordinate rectangular closed stirrup to pour connection between multiple inside and outside wall boards and form overall, its vertical type of attachment has yi word pattern, it is T-shaped, L-type or cross connection.

Description

Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure

Technical field

Fasten anchor concrete and cut the present invention relates to a kind of fabricated shear wall structure, more particularly to a kind of assembled ring muscle Power wall vertical connection structure.

Background technology

In face of the level of urbanization of fast development, Urban House demand is increasing, in the great development of residential housing market While, due to the design of existing house, the restriction of construction technology, can not meet the people and housing stock and quality have been wanted Ask.Other traditional residential has that speed of application is slow, quality is whard to control, production cost is high, and energy consumption pollutes high problems, The serious process for constraining housing industrialization development.

At present, bar connecting mode in domestic and international prefabricated concrete structure, mainly has sleeve to be in the milk, constrains slurry anchor, set The connected modes such as cylinder extruding, but there is disadvantage at aspects such as cost, accuracy, efficiency of construction, construction qualities in these connected modes End, governs the development of fabricated shear wall structure, therefore develop a kind of efficiency of construction high, low cost, the guaranteed connection of quality Mode is its key issue urgently to be resolved hurrily.Compared with cast-in-place shear wall structure and assembling frame structure, assembled shearing Wall construction has substantial amounts of horizontal joint, vertical abutment joint, the connection of frame node, and the connection of seam crossing reinforcing bar is to ensure structure The key point of globality, shock resistance, bearing capacity etc., reliable, the effective, connection of convenient construction is that fabricated shear wall grinds The Important Problems studied carefully.

The content of the invention

Defect it is an object of the invention to overcome prior art, there is provided a kind of assembled ring muscle fastens anchor concrete and cuts Power wall vertical connection structure, the shear wall for diversified forms is vertically connected by ring muscle fastening anchor form, not only construction party Just, high precision, and the Seismic Property of Shear Wall Structures after pouring, load-carrying properties can be ensured.

To achieve the above object, the present invention proposes following technical scheme:

A kind of assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure, including the multiple inner-outer walls being connected with each other Plate, the inside and outside wall board is prefabricated steel hoop concrete structure, and horizontal annular reinforcing bar, vertical steel hoop are prefabricated with inside it And the longitudinal reinforcement of longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular reinforcing bar two ends extend to inside and outside Outside the wallboard left and right sides, indwelling length is more than 100mm, and the vertical steel hoop two ends extend to inside and outside wall board upper and lower ends Outside, indwelling length is more than 150mm, coordinates rectangular closed stirrup to pour connection between multiple inside and outside wall boards and forms overall, and it is erected There is yi word pattern to type of attachment, T-shaped, L-type or cross connection.

Preferably, the yi word pattern type of attachment is two inside and outside wall board lateral connections, the inside and outside wall board right side in left side The horizontal annular reinforcing bar of indwelling is corresponded with the horizontal annular reinforcing bar of right side inside and outside wall board left side indwelling, coordinates rectangular closed hoop Muscle is partly overlapped with the horizontal annular reinforcing bar of both sides, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pours to be formed Integrated attachment structure.

Preferably, the T-shaped type of attachment is three inside and outside wall boards being connected with each other, the inside and outside wall board right side indwelling in left side Horizontal annular reinforcing bar corresponded with the horizontal annular reinforcing bar of right side inside and outside wall board left side indwelling, and have each other certain Distance, the horizontal annular reinforcing bar of the inside and outside wall board indwelling of intermediate vertical is located between the horizontal annular reinforcing bar of both sides, coordinates rectangle envelope Close reinforcing bar to be partly overlapped with three horizontal annular reinforcing bars, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pour shape Integralization attachment structure.

Preferably, for L-type type of attachment for two inside and outside wall boards are mutually connected vertically, inside and outside wall board indwelling Horizontal annular reinforcing bar is vertical corresponding with the horizontal annular reinforcing bar of another inside and outside wall board indwelling, coordinates rectangular closed stirrup and two Horizontal annular reinforcing bar partly overlap, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pour to form integration even Binding structure.

Preferably, the cross form is four inside and outside wall boards being connected with each other, the inside and outside wall board side of the left and right sides The horizontal annular reinforcing bar of indwelling is corresponded, and coordinates the first rectangular closed reinforcing bar to partly overlap, the inside and outside wall board side of upper and lower both sides The horizontal annular reinforcing bar of side indwelling is equally corresponded, and coordinates the second rectangular closed reinforcing bar to partly overlap, and two overlapping regions Multiple walings are inside banded with, pour to form integrated attachment structure.

Compared with prior art, a kind of assembled ring muscle that the present invention is disclosed fastens anchor concrete shear force wall and vertically connects Structure, with following usefulness:Shear wall for diversified forms is vertically connected by ring muscle fastening anchor form, not only applies Work is convenient, high precision, and the Seismic Property of Shear Wall Structures after pouring, and load-carrying properties can be ensured.

Brief description of the drawings

Fig. 1 is yi word pattern type of attachment structure decomposition figure of the present invention;

Fig. 2 is yi word pattern type of attachment pouring structure figure of the present invention;

Fig. 3 is T-shaped type of attachment structure decomposition figure of the invention;

Fig. 4 is T-shaped type of attachment pouring structure figure of the invention;

Fig. 5 is L-type type of attachment structure decomposition figure of the present invention;

Fig. 6 is L-type type of attachment pouring structure figure of the present invention;

Fig. 7 is cross type of attachment structure decomposition figure of the invention;

Fig. 8 is cross type of attachment pouring structure figure of the invention.

Specific embodiment

Below in conjunction with accompanying drawing of the invention, the technical scheme to the embodiment of the present invention carries out clear, complete description.

A kind of disclosed assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure, including mutual Multiple inside and outside wall boards of connection, the inside and outside wall board is prefabricated steel hoop concrete structure, and horizontal annular is prefabricated with inside it The longitudinal reinforcement of reinforcing bar, vertical steel hoop and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular Reinforcing bar two ends are extended to outside the inside and outside wall board left and right sides, and indwelling length is more than 100mm, and the vertical steel hoop two ends extend To inside and outside wall board upper and lower ends, indwelling length is more than 150mm, coordinates rectangular closed stirrup to pour between multiple inside and outside wall boards Connection forms overall, and its vertical type of attachment has yi word pattern, T-shaped, L-type or cross connection.

As shown in Figure 1 and 2, yi word pattern type of attachment is two inside and outside wall board lateral connections, the right side of inside and outside wall board 1 in left side The horizontal annular reinforcing bar 3 of indwelling is corresponded with the horizontal annular reinforcing bar 4 of the left side indwelling of right side inside and outside wall board 2, coordinates rectangle envelope Close stirrup 5 to be partly overlapped with the horizontal annular reinforcing bar of both sides, and multiple longitudinally reinforced reinforcing bars 6 are banded with overlapping region, pour Build to form integrated attachment structure 7.

As shown in Fig. 3 ~ 4, T-shaped type of attachment is that three inside and outside wall boards are connected with each other, the right side indwelling of inside and outside wall board 1 in left side Horizontal annular reinforcing bar 4 corresponded with the horizontal annular reinforcing bar 5 of the left side indwelling of right side inside and outside wall board 2, and have each other Certain distance, the horizontal annular reinforcing bar 6 of the indwelling of inside and outside wall board 3 of intermediate vertical is located between the horizontal annular reinforcing bar of both sides, is coordinated Rectangular closed reinforcing bar 7 is partly overlapped with three horizontal annular reinforcing bars, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region 8, pour to form integrated attachment structure 9.

As shown in Fig. 5 ~ 6, L-type type of attachment is mutually connected vertically for two inside and outside wall boards, the indwelling of an inside and outside wall board 1 Horizontal annular reinforcing bar 3 is vertical corresponding with the horizontal annular reinforcing bar 4 of another indwelling of inside and outside wall board 2, coordinate rectangular closed stirrup 5 with The horizontal annular reinforcing bar of two is partly overlapped, and multiple longitudinally reinforced reinforcing bars 6 are banded with overlapping region, pours to form one Change attachment structure 7.

It is that four inside and outside wall boards are connected with each other for the cross form as shown in Fig. 7 ~ 8, the inside and outside wall board 1 in left side The horizontal annular reinforcing bar 5 of right side indwelling is corresponded with the horizontal annular reinforcing bar 6 of the left side indwelling of right side inside and outside wall board 2, top A pair of the horizontal annular reinforcing bar 7 of the lower section indwelling of inside and outside wall board 3 and the horizontal annular reinforcing bar 8 one of the top indwelling of lower section inside and outside wall board 4 Should, the inside and outside wall board of the left and right sides coordinates the first rectangular closed reinforcing bar 9 to partly overlap, and the inside and outside wall board of upper and lower both sides coordinates second Rectangular closed reinforcing bar 10 partly overlaps, and is banded with multiple walings 11 in two overlapping regions, pours to form one Change attachment structure 12.

Technology contents of the invention and technical characteristic have revealed that as above, but those of ordinary skill in the art still may base Make a variety of replacements and modification without departing substantially from spirit of the present invention in teachings of the present invention and announcement, therefore, the scope of the present invention Should be not limited to the content disclosed in embodiment, and should include various without departing substantially from replacement of the invention and modification, and be this patent Shen Please claim covered.

Claims (5)

1. a kind of assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure, it is characterised in that:Including being connected with each other Multiple inside and outside wall boards, the inside and outside wall board be prefabricated steel hoop concrete structure, horizontal annular reinforcing bar is prefabricated with inside it, The longitudinal reinforcement of vertical steel hoop and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular reinforcing bar two End is extended to outside the inside and outside wall board left and right sides, and indwelling length is more than 100mm, and the vertical steel hoop two ends extend to inside and outside Outside wallboard upper and lower ends, indwelling length is more than 150mm, coordinates rectangular closed stirrup to pour connection shape between multiple inside and outside wall boards Integral, its vertical type of attachment has yi word pattern, T-shaped, L-type or cross connection.
2. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall vertical connection structure, and its feature exists In:The yi word pattern type of attachment is two inside and outside wall board lateral connections, the horizontal annular of the inside and outside wall board right side indwelling in left side Reinforcing bar is corresponded with the horizontal annular reinforcing bar of right side inside and outside wall board left side indwelling, coordinates the level of rectangular closed stirrup and both sides Steel hoop is partly overlapped, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pours to form integrated attachment structure.
3. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall vertical connection structure, and its feature exists In:The T-shaped type of attachment is that three inside and outside wall boards are connected with each other, the horizontal annular reinforcing bar of the inside and outside wall board right side indwelling in left side Horizontal annular reinforcing bar with the left side indwelling of right side inside and outside wall board is corresponded, and has certain distance, intermediate vertical each other Inside and outside wall board indwelling horizontal annular reinforcing bar be located at both sides horizontal annular reinforcing bar between, coordinate rectangular closed reinforcing bar and three water Flat steel hoop is partly overlapped, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pours to form integration connection knot Structure.
4. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall vertical connection structure, and its feature exists In:For L-type type of attachment for two inside and outside wall boards are mutually connected vertically, horizontal annular reinforcing bar for inside and outside wall board indwelling with The horizontal annular reinforcing bar of another inside and outside wall board indwelling is vertically corresponded to, and coordinates rectangular closed stirrup and the horizontal annular reinforcing bar of two Partly overlap, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pour to form integrated attachment structure.
5. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall vertical connection structure, and its feature exists In:The cross form is that four inside and outside wall boards are connected with each other, the horizontal annular of the inside and outside wall board side indwelling of the left and right sides Reinforcing bar is corresponded, and coordinates the first rectangular closed reinforcing bar to partly overlap, the horizontal loops of the inside and outside wall board side indwelling of upper and lower both sides Shape reinforcing bar is equally corresponded, and coordinates the second rectangular closed reinforcing bar to partly overlap, and be banded with multiple in two overlapping regions Waling, pours to form integrated attachment structure.
CN201710032855.6A 2017-01-18 2017-01-18 Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure CN106854899A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108571096A (en) * 2018-05-15 2018-09-25 中国十七冶集团有限公司 A kind of the fabricated shear wall T-section point and its construction method of wet type connection
CN109184031A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of fabricated construction horizontal tectonics and installation method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241311A (en) * 2011-05-13 2012-12-10 Shimizu Corp Half-precast beam, method of manufacturing half-precast beam, and method of constructing skeleton of building structure
CN103711238A (en) * 2013-12-28 2014-04-09 中国建筑第七工程局有限公司 Assembly-type concrete shear wall structure system buckled and anchored through ring ribs
CN105484388A (en) * 2015-11-18 2016-04-13 福建工程学院 Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof
CN205604473U (en) * 2016-04-20 2016-09-28 天津大学建筑设计研究院 Assembled shear force wall tooth's socket formula connection structure who combines coincide floor
CN106065669A (en) * 2014-09-29 2016-11-02 中铁四局集团有限公司 Bar connecting mode in precast shear wall connecting elements
CN205840047U (en) * 2016-06-22 2016-12-28 福建工程学院 A kind of precast shear wall novel perps attachment structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241311A (en) * 2011-05-13 2012-12-10 Shimizu Corp Half-precast beam, method of manufacturing half-precast beam, and method of constructing skeleton of building structure
CN103711238A (en) * 2013-12-28 2014-04-09 中国建筑第七工程局有限公司 Assembly-type concrete shear wall structure system buckled and anchored through ring ribs
CN106065669A (en) * 2014-09-29 2016-11-02 中铁四局集团有限公司 Bar connecting mode in precast shear wall connecting elements
CN105484388A (en) * 2015-11-18 2016-04-13 福建工程学院 Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof
CN205604473U (en) * 2016-04-20 2016-09-28 天津大学建筑设计研究院 Assembled shear force wall tooth's socket formula connection structure who combines coincide floor
CN205840047U (en) * 2016-06-22 2016-12-28 福建工程学院 A kind of precast shear wall novel perps attachment structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108571096A (en) * 2018-05-15 2018-09-25 中国十七冶集团有限公司 A kind of the fabricated shear wall T-section point and its construction method of wet type connection
CN109184031A (en) * 2018-10-15 2019-01-11 中国建筑第七工程局有限公司 A kind of fabricated construction horizontal tectonics and installation method

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Application publication date: 20170616

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