CN106759952A - A kind of assembled ring muscle is fastened and is anchored concrete shear wall structure - Google Patents
A kind of assembled ring muscle is fastened and is anchored concrete shear wall structure Download PDFInfo
- Publication number
- CN106759952A CN106759952A CN201710032923.9A CN201710032923A CN106759952A CN 106759952 A CN106759952 A CN 106759952A CN 201710032923 A CN201710032923 A CN 201710032923A CN 106759952 A CN106759952 A CN 106759952A
- Authority
- CN
- China
- Prior art keywords
- fascia
- fastened
- lining
- steel hoop
- vertical
- Prior art date
Links
- 210000003205 Muscles Anatomy 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 48
- 239000010959 steel Substances 0.000 claims abstract description 48
- 210000003195 Fascia Anatomy 0.000 claims abstract description 40
- 230000003014 reinforcing Effects 0.000 claims abstract description 21
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 241001669679 Eleotris Species 0.000 claims abstract description 4
- 238000009413 insulation Methods 0.000 claims description 6
- 239000010410 layers Substances 0.000 claims description 5
- 230000002093 peripheral Effects 0.000 claims description 3
- 239000011901 water Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 10
- 238000005516 engineering processes Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reactions Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 210000004080 Milk Anatomy 0.000 description 1
- 280000398338 Seismic companies 0.000 description 1
- 238000010586 diagrams Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000000034 methods Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002002 slurries Substances 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- 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
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
Abstract
Description
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 construction.
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 construction, to each horizontal joint, the bar connecting mode of vertical abutment joint and frame joint is fastened using ring muscle and is anchored shape Formula, not only easy construction, 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 wall structure, and by lining, Side fascia and laminated floor slab are constituted, described Lining and Side fascia are prefabricated steel hoop concrete structure, and horizontal annular reinforcing bar is prefabricated with inside it, vertically annular steel In the longitudinal reinforcement of muscle and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular reinforcing bar two ends are extended to Outside wallboard or the Side fascia left and right sides, in lining and Side fascia or lining and lining or the wall of Side fascia and Side fascia When body is vertically connected, stirrup and vertical reinforcement is coordinated to be fastened in sleeper region by the horizontal annular reinforcing bar of left and right sides indwelling, The vertical steel hoop two ends are extended to outside lining or Side fascia upper and lower ends, in levels lining and laminated floor slab Or levels Side fascia with laminated floor slab when being connected, stirrup and horizontal steel are coordinated by the vertical steel hoop of upper and lower ends indwelling Muscle is fastened in dark beam region, pours to form whole shear wall structure.
Preferably, the laminated floor slab is prefabricated steel hoop concrete structure, its inner transverse and longitudinally staggered pre- Steel hoop is formed with, and steel hoop two ends extend to the outside of laminated floor slab opposite ends.
Preferably, the lining is more than 180mm with the thickness of Side fascia, for the Side fascia for having heat-insulation layer, insulation Thickness degree is more than or equal to 50mm.
Preferably, for the Side fascia for having overcoat, overcoat thickness is more than or equal to 35mm, and overcoat peripheral side Indwelling has the half slot of diameter 15mm.
Preferably, the horizontal annular reinforcing bar two ends indwelling length is more than 100mm, the indwelling of vertical steel hoop two ends is long Degree is more than 150mm.
Preferably, the horizontal annular number of steel bars of the lining and Side fascia upper and lower ends is interlude number of steel bars Several times, the quantity of the vertical steel hoop of the left and right sides is the several times of interlude number of steel bars.
Compared with prior art, a kind of assembled ring muscle that the present invention is disclosed is fastened and is anchored concrete shear wall structure, tool There is following usefulness：The steel hoop of predetermined level direction and vertical direction in inside and outside wall board, and indwelling is to external and internal wall Outside, coordinate stirrup and reinforcing bar to realize inner-outer wall connection each other and between laminated floor slab using the ring muscle of indwelling Connection, not only easy construction efficiently, and connection high precision, it is often more important that this form that is fastened and connected, it is ensured that whole Globality, shock resistance, bearing capacity of individual shear wall structure etc..
Brief description of the drawings
Fig. 1 is that assembled ring muscle of the present invention fastens the schematic diagram for being anchored concrete shear wall structure；
Fig. 2 is lining inside of the present invention steel bar arrangement figure；
Fig. 3 is Side fascia inside of the present invention steel bar arrangement figure.
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.
As shown in figure 1, a kind of disclosed assembled ring muscle is fastened is anchored concrete shear wall structure, including it is interior Wallboard 1, Side fascia 2 and laminated floor slab 3, wherein the lining 1 and Side fascia 2 are prefabricated steel hoop concrete structure, its Inside is prefabricated with horizontal annular reinforcing bar 4, vertical steel hoop 5 and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop it is vertical To reinforcing bar 6, the laminated floor slab 3 is also prefabricated steel hoop concrete structure, its inner transverse and longitudinally staggered is prefabricated with ring Shape reinforcing bar（It is not shown）, and steel hoop two ends extend to the outside of the opposite ends of laminated floor slab 3.
The two ends of horizontal annular reinforcing bar 4 are extended to outside lining 1 or the left and right sides of Side fascia 2, and indwelling length is big In 100mm, vertically it is connected with the wall of Side fascia 2 with lining 1 or Side fascia 2 with Side fascia 2 or lining 1 in lining 1 When, it is overlapping in sleeper region by the horizontal annular reinforcing bar of left and right sides indwelling, coordinate stirrup and vertical reinforcement to fasten, and Pour to form integrated connection, the two ends of vertical steel hoop 5 are extended to outside lining or Side fascia upper and lower ends, and indwelling Length is more than 150mm, when levels lining is connected with laminated floor slab or levels Side fascia with laminated floor slab, by upper and lower The vertical steel hoop of two ends indwelling and the steel hoop of laminated floor slab indwelling are overlapping in dark beam region, coordinate stirrup and Horizontal reinforcement is fastened, and pours to form integrated connection.
It is general, between lining, yi word pattern is used between Side fascia and between inside and outside wall board, T-shaped, L-type or cross Type is connected, thus the lining is more than 180mm with the thickness of Side fascia, for the Side fascia for having heat-insulation layer, insulation layer thickness More than or equal to 50mm；For the Side fascia for having overcoat, overcoat thickness is more than or equal to 35mm, and overcoat peripheral side indwelling There is the half slot of diameter 15mm.
As shown in Fig. 2 ~ 3, the horizontal annular reinforcing bar in the lining 1 and the upper and lower ends a regions of Side fascia 2 is encrypted Treatment, quantity is the several times of interlude number of steel bars, and the vertical steel hoop in left and right sides b regions has equally been carried out at encryption Reason, quantity is the several times of interlude number of steel bars.
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 (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710032923.9A CN106759952A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710032923.9A CN106759952A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759952A true CN106759952A (en) | 2017-05-31 |
Family
ID=58947246
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710032923.9A CN106759952A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759952A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
| CN109680797A (en) * | 2018-10-15 | 2019-04-26 | 中国建筑第七工程局有限公司 | A kind of ring muscle, which fastens, is anchored fabricated shear wall Type Composite Structure System and installation method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3867805A (en) * | 1972-05-18 | 1975-02-25 | Kajima Corp | Method of forming joint construction of precast concrete columns and beams |
| CN102296754A (en) * | 2011-05-19 | 2011-12-28 | 黑龙江宇辉新型建筑材料有限公司 | Precast member horizontal steel reinforcement jointing element and jointing construction method |
| CN203097016U (en) * | 2013-03-08 | 2013-07-31 | 沈阳建筑大学建筑设计研究院 | Assembled-type concrete frame shear wall 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 |
| CN203795601U (en) * | 2014-01-29 | 2014-08-27 | 初明进 | Horizontal connection node for precast concrete members |
| CN105297905A (en) * | 2015-10-14 | 2016-02-03 | 云南省建筑科学研究院 | Method for connecting prefabricated floor and prefabricated vertical component |
-
2017
- 2017-01-18 CN CN201710032923.9A patent/CN106759952A/en not_active Application Discontinuation
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3867805A (en) * | 1972-05-18 | 1975-02-25 | Kajima Corp | Method of forming joint construction of precast concrete columns and beams |
| CN102296754A (en) * | 2011-05-19 | 2011-12-28 | 黑龙江宇辉新型建筑材料有限公司 | Precast member horizontal steel reinforcement jointing element and jointing construction method |
| CN203097016U (en) * | 2013-03-08 | 2013-07-31 | 沈阳建筑大学建筑设计研究院 | Assembled-type concrete frame shear wall 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 |
| CN203795601U (en) * | 2014-01-29 | 2014-08-27 | 初明进 | Horizontal connection node for precast concrete members |
| CN105297905A (en) * | 2015-10-14 | 2016-02-03 | 云南省建筑科学研究院 | Method for connecting prefabricated floor and prefabricated vertical component |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
| CN109680797A (en) * | 2018-10-15 | 2019-04-26 | 中国建筑第七工程局有限公司 | A kind of ring muscle, which fastens, is anchored fabricated shear wall Type Composite Structure System and installation 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 |
| 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 |
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Application publication date: 20170531 |