CN106869330A - A kind of assembled ring muscle is fastened and is anchored concrete shear force wall bilateral floor connection structure - Google Patents
A kind of assembled ring muscle is fastened and is anchored concrete shear force wall bilateral floor connection structure Download PDFInfo
- Publication number
- CN106869330A CN106869330A CN201710032854.1A CN201710032854A CN106869330A CN 106869330 A CN106869330 A CN 106869330A CN 201710032854 A CN201710032854 A CN 201710032854A CN 106869330 A CN106869330 A CN 106869330A
- Authority
- CN
- China
- Prior art keywords
- steel hoop
- side fascia
- floor slab
- laminated floor
- indwelling
- 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
Links
- 210000003205 muscle Anatomy 0.000 title claims abstract description 17
- 230000002146 bilateral effect Effects 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 210000003195 fascia Anatomy 0.000 claims abstract description 43
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- 238000005266 casting Methods 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 210000002435 tendon Anatomy 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- 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
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/6187—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means on top and/or bottom surfaces of the slabs
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Fastened present invention is disclosed a kind of assembled ring muscle and be anchored concrete shear force wall bilateral floor connection structure,Including upper strata Side fascia,Lower floor's Side fascia,Positioned at the left laminated floor slab and right laminated floor slab of both sides,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 left laminated floor slab and right 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,After the steel hoop of left laminated floor slab right side indwelling is Chong Die with the steel hoop of right laminated floor slab left side indwelling,Piece negative reinforcement of upper end transverse binding,The vertical steel hoop with upper and lower Side fascia overlaps to form colligation frame again,Longitudinally reinforced reinforcing bar is tied with four angles of the colligation frame,One-piece casting to both sides 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 bilateral 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 bilateral 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 bilateral floor connection structure, including upper strata Side fascia, outside lower floor
Wallboard, positioned at the left laminated floor slab and right laminated floor slab of both sides, Side fascia and lower floor's Side fascia are prefabricated annular steel at the middle and upper levels for it
Tendon concrete structure, 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, and annular steel are prefabricated with left laminated floor slab and right laminated floor slab
Muscle 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 with
The vertical steel hoop of lower floor's Side fascia upper end indwelling is overlapped, the steel hoop and right overlapping of left laminated floor slab right side indwelling
After the steel hoop of floor left side indwelling is overlapped, piece negative reinforcement of upper end transverse binding, then the vertical annular steel with upper and lower Side fascia
Muscle overlaps to form colligation frame, and longitudinally reinforced reinforcing bar, one-piece casting to both sides laminated floor slab are tied with four angles of the colligation frame
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 bilateral floor
Attachment structure, with following usefulness：Attachment structure is poured for exterior wall in shear wall structure and both sides laminated floor slab,
It is prefabricated in lower Side fascia and both sides laminated floor slab to overlap the steel hoop for pouring by upper Side fascia, it is overlapped and
Stiffener colligation is equipped with four angles for overlapping framework to fix, then one-piece casting so that upper and lower Side fascia and laminated floor slab
Mutually pour and connect into an entirety, tie point is that four overlaps are fixed, and its anti-seismic performance is excellent, and the convenient effect of attended operation
Rate, for the laminated floor slab that both sides overlap, by increasing a negative reinforcement for transverse direction at superposition, it is ensured that the load-carrying properties of both sides.
Brief description of the drawings
Fig. 1 is the decomposing schematic representation of bilateral floor connection structure of the present invention；
Fig. 2 is the pouring structure figure of bilateral floor connection structure of the present 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 bilateral floor
Attachment structure, including upper strata Side fascia 3, lower floor's Side fascia 4, positioned at the left laminated floor slab 1 and right laminated floor slab 2 of both sides, wherein
Upper strata Side fascia 3 and lower floor's Side fascia 4 are prefabricated steel hoop concrete structure, and its inner vertical direction is prefabricated with vertical annular
Reinforcing bar, and the vertical steel hoop upper and lower ends are extended to outside Side fascia upper and lower ends, indwelling length in two ends is more than 150mm,
Be prefabricated with crisscross steel hoop in the left laminated floor slab 1 and right laminated floor slab 2, and steel hoop two ends extend to it is folded
Close the outside of floor opposite ends
During connection, the vertical steel hoop 7 of the lower end indwelling of upper strata Side fascia 3 and the vertical annular of the upper end indwelling of lower floor's Side fascia 4
Reinforcing bar 8 is overlapped, the steel hoop 5 of the right side indwelling of left laminated floor slab 1 and the steel hoop 6 of the left side indwelling of right laminated floor slab 2
After overlap, piece negative reinforcement 9 of upper end transverse binding, then colligation frame is overlapped to form with the vertical steel hoop of upper and lower Side fascia, it is described
Longitudinally reinforced reinforcing bar 10 is tied with four angles of colligation frame, one-piece casting to both sides laminated floor slab then is carried out to whole colligation frame
Upper surface, pours section 11 and upper Side fascia after pouring, lower Side fascia and the solidifying conjunction of both sides 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 bilateral floor connection structure, for cutting
Exterior wall and both sides laminated floor slab pour attachment structure in power wall body structure, by upper Side fascia, lower Side fascia and both sides
It is prefabricated in laminated floor slab to overlap the steel hoop that pours, it is overlapped and be equipped with stiffener on four angles for overlapping framework and tie up
Prick and fix, 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 four
Person overlaps and fixes, and its anti-seismic performance is excellent, and attended operation facilitates efficiency, for the laminated floor slab that both sides overlap, by folded
Plus place increases a negative reinforcement for transverse direction, it is ensured that the load-carrying properties of both sides.
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 bilateral floor connection structure, it is characterised in that：Including upper strata
Side fascia, lower floor's Side fascia, positioned at the left laminated floor slab and right laminated floor slab of both sides, its Side fascia and lower floor's Side fascia at the middle and upper levels
It is prefabricated steel hoop concrete structure, its inner vertical direction is prefabricated with vertical steel hoop, and the vertical steel hoop
Lower two ends are extended to outside Side fascia upper and lower ends, and crisscross annular steel is prefabricated with left laminated floor slab and right laminated floor slab
Muscle, and steel hoop two ends extend to the outside of laminated floor slab opposite ends, during connection, upper strata Side fascia lower end indwelling it is vertical
Steel hoop is overlapped with the vertical steel hoop of lower floor's Side fascia upper end indwelling, the annular steel of left laminated floor slab right side indwelling
After the steel hoop of muscle and right laminated floor slab left side indwelling is Chong Die, piece negative reinforcement of upper end transverse binding, then with upper and lower Side fascia
Vertical steel hoop overlaps to form colligation frame, and longitudinally reinforced reinforcing bar, one-piece casting to two are tied with four angles of the colligation frame
Side laminated floor slab upper surface forms whole attachment structure.
2. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall bilateral 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 bilateral 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 |
|---|---|---|---|
| CN201710032854.1A CN106869330A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear force wall bilateral floor connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710032854.1A CN106869330A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear force wall bilateral floor connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106869330A true CN106869330A (en) | 2017-06-20 |
Family
ID=59158530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710032854.1A Pending CN106869330A (en) | 2017-01-18 | 2017-01-18 | A kind of assembled ring muscle is fastened and is anchored concrete shear force wall bilateral floor connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106869330A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107297810A (en) * | 2017-07-21 | 2017-10-27 | 中建八局第建设有限公司 | A kind of making of precast wall body component and installation method |
| 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 |
| 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 |
| CN109208783A (en) * | 2018-10-09 | 2019-01-15 | 中国建筑第七工程局有限公司 | A kind of connecting node positioning device, connection structure and its construction method for exempting from binding |
| CN110792164A (en) * | 2019-11-12 | 2020-02-14 | 燕山大学 | Transverse assembling device and method for assembled shear wall |
| CN110805169A (en) * | 2019-10-09 | 2020-02-18 | 中民筑友科技产业有限公司 | Vertical seam splicing structure of prefabricated wall board and assembling method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130139462A1 (en) * | 2010-06-02 | 2013-06-06 | IKAN Building Systems Pty Ltd. | Panel Connection Assembly, Building Panel and Building Construction Method Utilising a Panel Connection Assembly |
| 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 |
| 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 |
| US20160060859A1 (en) * | 2014-09-03 | 2016-03-03 | Halfen Gmbh | Structure having a strengthening element made of high-strength concrete for increasing punching shear strength |
| CN106088355A (en) * | 2016-08-25 | 2016-11-09 | 初明进 | A kind of precast concrete interlayer connecting method |
| CN205840048U (en) * | 2016-06-22 | 2016-12-28 | 福建工程学院 | A kind of inserting bolt type precast shear wall perps attachment structure |
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2017
- 2017-01-18 CN CN201710032854.1A patent/CN106869330A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130139462A1 (en) * | 2010-06-02 | 2013-06-06 | IKAN Building Systems Pty Ltd. | Panel Connection Assembly, Building Panel and Building Construction Method Utilising a Panel Connection Assembly |
| 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 |
| US20160060859A1 (en) * | 2014-09-03 | 2016-03-03 | Halfen Gmbh | Structure having a strengthening element made of high-strength concrete for increasing punching shear strength |
| 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 |
| CN205840048U (en) * | 2016-06-22 | 2016-12-28 | 福建工程学院 | A kind of inserting bolt type precast shear wall perps attachment structure |
| CN106088355A (en) * | 2016-08-25 | 2016-11-09 | 初明进 | A kind of precast concrete interlayer connecting method |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107297810A (en) * | 2017-07-21 | 2017-10-27 | 中建八局第建设有限公司 | A kind of making of precast wall body component and installation method |
| 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 |
| 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 |
| CN109208783A (en) * | 2018-10-09 | 2019-01-15 | 中国建筑第七工程局有限公司 | A kind of connecting node positioning device, connection structure and its construction method for exempting from binding |
| 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 |
| 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 |
| CN110805169A (en) * | 2019-10-09 | 2020-02-18 | 中民筑友科技产业有限公司 | Vertical seam splicing structure of prefabricated wall board and assembling method thereof |
| CN110792164A (en) * | 2019-11-12 | 2020-02-14 | 燕山大学 | Transverse assembling device and method for assembled shear wall |
| CN110792164B (en) * | 2019-11-12 | 2021-03-12 | 燕山大学 | Transverse assembling device and method for assembled shear wall |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170620 |
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| RJ01 | Rejection of invention patent application after publication |