CN106759951A - A kind of assembled ring muscle is fastened and is anchored concrete shear force wall one side floor connection structure - Google Patents
A kind of assembled ring muscle is fastened and is anchored concrete shear force wall one side floor connection structure Download PDFInfo
- Publication number
- CN106759951A CN106759951A CN201710032853.7A CN201710032853A CN106759951A CN 106759951 A CN106759951 A CN 106759951A CN 201710032853 A CN201710032853 A CN 201710032853A CN 106759951 A CN106759951 A CN 106759951A
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- CN
- China
- Prior art keywords
- steel hoop
- side fascia
- floor slab
- floor
- vertical steel
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- 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.)
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Classifications
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Fastened present invention is disclosed a kind of assembled ring muscle and be anchored concrete shear force wall one side floor connection structure,Including upper strata Side fascia,Lower floor's Side fascia and the laminated floor slab positioned at side,Side fascia and lower floor's Side fascia are prefabricated steel hoop concrete structure at the middle and upper levels for it,Its inner vertical direction is prefabricated with vertical steel hoop,And the vertical steel hoop upper and lower ends are extended to outside Side fascia upper and lower ends,Crisscross steel hoop is prefabricated with laminated floor slab,And steel hoop two ends extend to the outside of laminated floor slab opposite ends,During connection,The vertical steel hoop of upper strata Side fascia lower end indwelling is overlapped with the vertical steel hoop of lower floor's Side fascia upper end indwelling,Again colligation frame is overlapped to form with the steel hoop of laminated floor slab side indwelling,Longitudinally reinforced reinforcing bar is tied with four angles of the colligation frame,One-piece casting to laminated floor slab upper surface forms whole attachment structure.
Description
Technical field
Anchor is fastened the present invention relates to a kind of fabricated shear wall and floor connection structure, more particularly to a kind of assembled ring muscle
Connect concrete shear force wall one side floor 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..
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 one side floor connection structure, fastens anchor form, it is ensured that should for the ring muscle that is connected by between shear wall and floor
The anti-seismic performance and load of seam crossing.
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 one side floor connection structure, including upper strata Side fascia, outside lower floor
Wallboard and the laminated floor slab positioned at side, Side fascia and lower floor's Side fascia are prefabricated steel hoop concrete knot at the middle and upper levels for it
Structure, its inner vertical direction is prefabricated with vertical steel hoop, and the vertical steel hoop upper and lower ends to extend to Side fascia upper and lower
Crisscross steel hoop is prefabricated with outside two ends, in laminated floor slab, and steel hoop two ends extend to laminated floor slab correspondence
The outside at two ends, during connection, the vertical steel hoop of upper strata Side fascia lower end indwelling is vertical with the upper end indwelling of lower floor's Side fascia
Steel hoop is overlapped, then overlaps to form colligation frame, the four of the colligation frame with the steel hoop of laminated floor slab side indwelling
Longitudinally reinforced reinforcing bar is tied with individual angle, one-piece casting to laminated floor slab upper surface forms whole attachment structure.
Preferably, the vertical steel hoop two ends indwelling length is more than 150mm.
Preferably, spacing is between the upper strata Side fascia and the overlapped vertical steel hoop of lower floor's Side fascia
30mm。
Compared with prior art, a kind of assembled ring muscle that the present invention is disclosed is fastened and is anchored concrete shear force wall one side floor
Attachment structure, with following usefulness：Attachment structure is poured for exterior wall in shear wall structure and unilateral laminated floor slab,
It is prefabricated in lower Side fascia and laminated floor slab to overlap the steel hoop for pouring by upper Side fascia, it is overlapped and overlapping
Stiffener colligation is equipped with four angles of framework to fix, then one-piece casting so that upper and lower Side fascia and laminated floor slab are mutual
Pour and connect into an entirety, tie point is that three overlaps fixation, and its anti-seismic performance is excellent, and attended operation facilitates efficiency.
Brief description of the drawings
Fig. 1 is the decomposing schematic representation of one side floor connection structure of the invention；
Fig. 2 is the pouring structure figure of one side floor connection structure 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.
As shown in Figure 1 and 2, a kind of disclosed assembled ring muscle is fastened and is anchored concrete shear force wall one side floor
Attachment structure, including upper strata Side fascia 1, lower floor's Side fascia 2 and the laminated floor slab 3 positioned at side, its at the middle and upper levels Side fascia 1 and
Lower floor's Side fascia 2 is prefabricated steel hoop concrete structure, and its inner vertical direction is prefabricated with vertical steel hoop, and this is vertical
Steel hoop upper and lower ends are extended to outside Side fascia upper and lower ends, and indwelling length is more than 150mm, pre- in the laminated floor slab 3
Crisscross steel hoop 6 is formed with, and the two ends of steel hoop 6 extend to the outside of laminated floor slab opposite ends, during connection, on
The vertical steel hoop 4 of the layer lower end indwelling of Side fascia 1 is overlapped with the vertical steel hoop 5 of the upper end indwelling of lower floor Side fascia 2,
Colligation frame is overlapped to form with the steel hoop 6 of the side indwelling of laminated floor slab 3 again, longitudinal direction is tied with four angles of the colligation frame and is added
Strong reinforcing bar 7, then carries out one-piece casting to laminated floor slab upper surface to whole colligation frame, and section 8 and upper Side fascia are poured after pouring,
Lower Side fascia and the solidifying conjunction of laminated floor slab form whole attachment structure.
A kind of assembled ring muscle that the present invention is disclosed is fastened and is anchored concrete shear force wall one side floor connection structure, for cutting
Exterior wall and unilateral laminated floor slab pour attachment structure in power wall body structure, by upper Side fascia, lower Side fascia and overlapping
It is prefabricated in floor to overlap the steel hoop that pours, it is overlapped and stiffener colligation is equipped with four angles for overlapping framework consolidates
It is fixed, then one-piece casting so that upper and lower Side fascia and laminated floor slab are mutually poured and connect into an entirety, and tie point is three's weight
Folded to fix, its anti-seismic performance is excellent, and attended operation facilitates efficiency.
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 (3)
1. a kind of assembled ring muscle is fastened and is anchored concrete shear force wall one side floor connection structure, it is characterised in that：Including upper strata
Side fascia, lower floor's Side fascia and the laminated floor slab positioned at side, Side fascia and lower floor's Side fascia are prefabricated annular at the middle and upper levels for it
Reinforced concrete structure, its inner vertical direction is prefabricated with vertical steel hoop, and the vertical steel hoop upper and lower ends extend
Crisscross steel hoop is prefabricated with to Side fascia upper and lower ends, in laminated floor slab, and steel hoop two ends extend to
The outside of laminated floor slab opposite ends, during connection, on the vertical steel hoop and lower floor's Side fascia of upper strata Side fascia lower end indwelling
Hold the vertical steel hoop of indwelling overlapped, and with the steel hoop of laminated floor slab side indwelling overlap to form colligation frame again,
Longitudinally reinforced reinforcing bar is tied with four angles of the colligation frame, one-piece casting to laminated floor slab upper surface forms whole connection knot
Structure.
2. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall one side floor connection structure, and it is special
Levy and be：The vertical steel hoop two ends indwelling length is more than 150mm.
3. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall one side floor connection structure, and it is special
Levy and be：Spacing is 30mm between the upper strata Side fascia and the overlapped vertical steel hoop of lower floor's Side fascia.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710032853.7A CN106759951A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear force wall one side floor connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710032853.7A CN106759951A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear force wall one side floor connection structure |
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| Publication Number | Publication Date |
|---|---|
| CN106759951A true CN106759951A (en) | 2017-05-31 |
Family
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|---|---|---|---|
| CN201710032853.7A Pending CN106759951A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear force wall one side floor connection structure |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313517A (en) * | 2017-07-24 | 2017-11-03 | 远大住宅工业（上海）有限公司 | Overlap wall and intermediate layer laminated floor slab connecting node |
| CN108797791A (en) * | 2018-10-08 | 2018-11-13 | 湖南晨熙绿色建筑产业有限公司 | A kind of assembly method of upper and lower self-heat conserving external wall and floor |
| CN108951862A (en) * | 2018-09-04 | 2018-12-07 | 中冶建筑研究总院（深圳）有限公司 | One kind is for rolling girder steel and the rigidly connected node structure of steel column and production method, Housing Structure System |
| CN109183983A (en) * | 2018-10-08 | 2019-01-11 | 湖南晨熙绿色建筑产业有限公司 | A kind of assembly method of upper and lower interior wall and floor |
| CN109208785A (en) * | 2018-10-15 | 2019-01-15 | 中国建筑第七工程局有限公司 | Assembled Type Composite Structure System |
| CN109208786A (en) * | 2018-10-31 | 2019-01-15 | 中国建筑第七工程局有限公司 | A kind of ring muscle that is easily installed fastens shear wall structure and its installation method |
| CN109322411A (en) * | 2018-11-06 | 2019-02-12 | 辽宁福瑞达建筑科技有限公司 | Multiple-story Lightweight Steel building floor connect engineering method with metope node |
| CN109322410A (en) * | 2018-11-06 | 2019-02-12 | 辽宁福瑞达建筑科技有限公司 | Low-rise Lightweight Steel structural construction floor connect engineering method with metope node |
| CN109680852A (en) * | 2019-01-17 | 2019-04-26 | 南通华荣建设集团建材科技有限公司 | A kind of laminated floor slab and its construction method and joining method |
| CN109736481A (en) * | 2019-02-18 | 2019-05-10 | 中国建筑第七工程局有限公司 | A kind of precast shear wall connection structure and its installation method |
| CN110005200A (en) * | 2019-04-24 | 2019-07-12 | 中建七局第一建筑有限公司 | The closely knit construction technology of horizontal concealed beam concreting |
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| US3867805A (en) * | 1972-05-18 | 1975-02-25 | Kajima Corp | Method of forming joint construction of precast concrete columns and beams |
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| CN202273335U (en) * | 2011-08-30 | 2012-06-13 | 东南大学 | Vertical mixed connection structure for assembling precast internal wallboards with shear wall structures |
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| 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 |
| CN204326335U (en) * | 2014-11-24 | 2015-05-13 | 湖北弘毅建设有限公司 | A kind of prefabricated reinforced concrete floor and superposed beam one assembly connection structure |
| 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 |
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| US3867805A (en) * | 1972-05-18 | 1975-02-25 | Kajima Corp | Method of forming joint construction of precast concrete columns and beams |
| CN102168455A (en) * | 2011-03-15 | 2011-08-31 | 东南大学 | Horizontal seam U-shaped closed rib junction structure of assembled shear wall structure |
| CN202273335U (en) * | 2011-08-30 | 2012-06-13 | 东南大学 | Vertical mixed connection structure for assembling precast internal wallboards with shear wall structures |
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Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313517B (en) * | 2017-07-24 | 2023-08-18 | 远大住宅工业（上海）有限公司 | Connecting node for laminated wall and laminated floor slab in middle layer |
| CN107313517A (en) * | 2017-07-24 | 2017-11-03 | 远大住宅工业（上海）有限公司 | Overlap wall and intermediate layer laminated floor slab connecting node |
| CN108951862A (en) * | 2018-09-04 | 2018-12-07 | 中冶建筑研究总院（深圳）有限公司 | One kind is for rolling girder steel and the rigidly connected node structure of steel column and production method, Housing Structure System |
| CN108951862B (en) * | 2018-09-04 | 2023-10-03 | 中冶建筑研究总院（深圳）有限公司 | Node structure for rigid connection of rolled steel beam and steel column, manufacturing method and residential structure system |
| CN108797791B (en) * | 2018-10-08 | 2019-02-19 | 湖南晨熙绿色建筑产业有限公司 | A kind of assembly method of upper and lower self-heat conserving external wall and floor |
| CN108797791A (en) * | 2018-10-08 | 2018-11-13 | 湖南晨熙绿色建筑产业有限公司 | A kind of assembly method of upper and lower self-heat conserving external wall and floor |
| CN109183983A (en) * | 2018-10-08 | 2019-01-11 | 湖南晨熙绿色建筑产业有限公司 | A kind of assembly method of upper and lower interior wall and floor |
| CN109183983B (en) * | 2018-10-08 | 2021-10-12 | 绿建科技集团新型建材高技术有限公司 | Method for assembling upper and lower inner walls and floor slab |
| CN109208785B (en) * | 2018-10-15 | 2023-12-19 | 中国建筑第七工程局有限公司 | Assembled superposed structure system |
| CN109208785A (en) * | 2018-10-15 | 2019-01-15 | 中国建筑第七工程局有限公司 | Assembled Type Composite Structure System |
| CN109208786A (en) * | 2018-10-31 | 2019-01-15 | 中国建筑第七工程局有限公司 | A kind of ring muscle that is easily installed fastens shear wall structure and its installation method |
| CN109322410A (en) * | 2018-11-06 | 2019-02-12 | 辽宁福瑞达建筑科技有限公司 | Low-rise Lightweight Steel structural construction floor connect engineering method with metope node |
| CN109322411A (en) * | 2018-11-06 | 2019-02-12 | 辽宁福瑞达建筑科技有限公司 | Multiple-story Lightweight Steel building floor connect engineering method with metope node |
| CN109322411B (en) * | 2018-11-06 | 2020-07-24 | 辽宁福瑞达建筑科技有限公司 | Construction method for connecting multi-layer light steel structure building floor slab and wall surface node |
| CN109322410B (en) * | 2018-11-06 | 2020-07-24 | 辽宁福瑞达建筑科技有限公司 | Low-rise light steel structure building floor and wall surface joint connection construction method |
| CN109680852B (en) * | 2019-01-17 | 2021-05-04 | 南通华荣建设集团建材科技有限公司 | Composite floor slab and construction method and splicing method thereof |
| CN109680852A (en) * | 2019-01-17 | 2019-04-26 | 南通华荣建设集团建材科技有限公司 | A kind of laminated floor slab and its construction method and joining method |
| CN109736481A (en) * | 2019-02-18 | 2019-05-10 | 中国建筑第七工程局有限公司 | A kind of precast shear wall connection structure and its installation method |
| CN110005200B (en) * | 2019-04-24 | 2020-12-15 | 中建七局第一建筑有限公司 | Construction process for concrete pouring compaction of horizontal hidden beam |
| CN110005200A (en) * | 2019-04-24 | 2019-07-12 | 中建七局第一建筑有限公司 | The closely knit construction technology of horizontal concealed beam concreting |
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Application publication date: 20170531 |
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