CN108301566A - Assembly of integral shearing wall structure - Google Patents
Assembly of integral shearing wall structure Download PDFInfo
- Publication number
- CN108301566A CN108301566A CN201810290493.5A CN201810290493A CN108301566A CN 108301566 A CN108301566 A CN 108301566A CN 201810290493 A CN201810290493 A CN 201810290493A CN 108301566 A CN108301566 A CN 108301566A
- Authority
- CN
- China
- Prior art keywords
- assembly
- montant
- bar
- wall structure
- shearing wall
- 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
- 238000010008 shearing Methods 0.000 title claims abstract description 20
- 238000010276 construction Methods 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 8
- 238000005452 bending Methods 0.000 claims abstract description 4
- 238000011065 in-situ storage Methods 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 2
- 229920000647 polyepoxide Polymers 0.000 claims description 2
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 230000035939 shock Effects 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 9
- 239000002356 single layer Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0627—Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of assembly of integral shearing wall structure, belong to technical field of buildings, to be designed the problems such as solving existing shear wall structure of high cost, low construction efficiency.Assembly of integral shearing wall structure of the present invention includes wall and the skeleton connecting structure made of reinforcing bar made of concrete, and skeleton connecting structure is located in wall；Skeleton connecting structure includes more montants disposed in parallel, more cross bar and Duo Gen curved bars disposed in parallel；Cross bar is connected to by the first connector on montant, and more cross bars and Duo Gen montants form matts structure；It is in square wave configuration that curved bar, which is by a bending reinforcement, and curved bar is connected to by the second connector on cross bar and protrudes from plane where cross bar and montant.Assembly of integral shearing wall structure of the present invention reduces the quantity of wall grouting sleeve, and cost is reduced while guarantee has enough globalities and shock resistance, difficulty of processing is simplified, provides construction efficiency.
Description
Technical field
The present invention relates to technical field of buildings more particularly to a kind of assembly of integral shearing wall structure.
Background technology
In building constructions, especially high residential building, need to use shear wall as main composed structure.Shear wall
Processing method be mainly：The skeleton connecting structure made of reinforcing bar is fixedly mounted on setting position, structure is connected in skeleton
The outside setting baffle made, concrete perfusion in the space surrounded to baffle remove baffle after concrete drying and moulding.It is mixed
Solidifying soil forms wall, and skeleton connecting structure is wrapped in wall.
Existing skeleton connecting structure is all double vertical bar type structure, and manufacturing cost is high, and installation difficulty is big, and working efficiency is low；
Horizontal joint, vertical abutment joint and node are excessive, are easy to form bubble in inside after filling concrete, lead to the whole strong of wall
Degree is poor.
Invention content
It is an object of the invention to propose a kind of at low cost, simple processing and the high assembled integral shear wall of construction efficiency
Structure.
For this purpose, the present invention uses following technical scheme：
A kind of assembly of integral shearing wall structure, including wall made of concrete connect structure with the skeleton made of reinforcing bar
It makes, the skeleton connecting structure is located in the wall；The skeleton connecting structure include more montants disposed in parallel, more
Cross bar and Duo Gen curved bar disposed in parallel；The cross bar is connected to by the first connector on the montant, the more cross bars
Matts structure is formed with the more montants；It is in square wave configuration that the curved bar, which is by a bending reinforcement, and the curved bar passes through
Second connector connects on the cross bar and protrudes from plane where the cross bar and the montant.
In particular, on same vertical plane, the concave and convex direction of curved bar described in adjacent layer is opposite.
In particular, in the vertical direction, the curved bar of adjacent layer shifts to install；Along the direction that the cross bar extends, institute
State 1/3 of the distance between curved bar and the montant not less than distance between two montants that are connected.
In particular, spraying epoxy resin in the outer surface of the montant, the cross bar and/or the curved bar, formation is sticked
Layer.
It is provided with fin or recess in particular, being used to prepare on the outer surface of the reinforcing bar of the curved bar.
In particular, the confined boundary member on the skeleton connecting structure is prefabricated construction.
In particular, the confined boundary member used in the junction of skeleton connecting structure described in two sides is mixed using form-stripping free cast-in-situ
Solidifying soil construction.
Further, the longitudinal reinforcement in the cast-in-place area of the confined boundary member carries out machinery even in the same section in bottom
It connects.
In particular, it is transited into the double montant in the single montant in the edge of the skeleton connecting structure, it is described
Cross bar is connected to by the first connector on the montant, is connected by connector between two rows of montants.
In particular, shear wall structure further includes floor, the floor uses the two-way laminated floor slab of prestressing force.
Assembly of integral shearing wall structure of the present invention include single layer montant and cross bar, cross bar on be equipped in square wave configuration
Curved bar, reduce the quantity of wall grouting sleeve, it is closer with the connection of montant, cross bar and curved bar after filling concrete,
Reduce the phenomenon that excessively leading to uneven filling concrete, producing bubbles inside because of montant and cross bar, it is enough ensureing to have
Cost is reduced while globality and shock resistance, is simplified difficulty of processing, is provided construction efficiency.
Description of the drawings
Fig. 1 is the schematic diagram for the assembly of integral shearing wall structure that the specific embodiment of the invention provides.
In figure：
1, montant；2, cross bar；3, curved bar；41, the first connector；42, the second connector.
Specific implementation mode
Technical solution to further illustrate the present invention below with reference to the accompanying drawings and specific embodiments.
The present invention discloses a kind of assembly of integral shearing wall structure.As shown in Figure 1, the shear wall structure includes concrete system
At wall and the skeleton connecting structure made of reinforcing bar, skeleton connecting structure be located in wall.Skeleton connecting structure includes more
Root montant 1 disposed in parallel, more cross bars 2 and Duo Gen curved bars 3 disposed in parallel；Cross bar 2 is connected to by the first connector 41
On montant 1, more cross bars 2 and Duo Gen montants 1 form matts structure；It is in square wave configuration that curved bar 3, which is by a bending reinforcement, bent
Bar 3 is connected to by the second connector 42 on cross bar 2, moreover, curved bar 3 protrudes from 1 place plane of cross bar 2 and montant.
Make originally double-deck 1 structure of montant into single layer montant 1 structure, the company between montant 1 or cross bar 2 will be connected to originally
Fitting makes the curved bar 3 being mounted on cross bar 2 into, closer with the connection of montant 1, cross bar 2 and curved bar 3 after filling concrete,
Reduce the phenomenon that excessively leading to uneven filling concrete, producing bubbles inside because of montant 1 and cross bar 2, is ensureing have enough
Globality and shock resistance while reduce cost, simplify difficulty of processing, provide construction efficiency.
On same vertical plane, the concave and convex direction of adjacent layer curved bar 3 is on the contrary, ensure there is sufficiently strong drawing to concrete
Power, wall are firmer.That is, a montant 1 in " wave crest " that last layer is located at curved bar 3, then it is located at curved bar 3 in next layer
In " trough ".
The curved bar 3 of adjacent layer shifts to install in the vertical direction, that is, is more leaned on along the curved bar 3 that the direction that cross bar 2 extends has
A left side has a curved bar 3 more to keep right.In order to guarantee to form sufficiently strong traction force to concrete, between curved bar 3 and montant 1 away from
1/3 with a distance between not less than two connected montants 1.
In order to further enhance the traction force to concrete, in the outer surface sparge ring of montant 1, cross bar 2 and/or curved bar 3
Oxygen resin forms adhesion layer.It can also be provided with fin or recess, coagulation on the outer surface of reinforcing bar for being used to prepare curved bar 3
Soil is coated on fin or is absorbed in the valley, enhances the frictional force between wall and curved bar 3.
Confined boundary member on skeleton connecting structure is prefabricated construction, and used in the junction of two sides skeleton connecting structure
Confined boundary member preferably use form-stripping free cast-in-situ concrete construction, improve work efficiency.The binding side of so-called shear wall
Edge component refers to being arranged to reinforce position and its shear wall both sides of last layer in the shear wall bottom that seismic behavior is I and II
Sleeper.
On the basis of above structure, the longitudinal reinforcement in the cast-in-place area of confined boundary member carries out in the same section in bottom
Mechanical connection, to enhance the globality and shock resistance of wall.
The main body of skeleton connecting structure is single layer structure, but can be by single montant 1 in the edge of skeleton connecting structure
It is transited into double montant 1, to enhance the structural strength of edge.Specifically, cross bar 2 is connected to montant by the first connector 41
On 1, connected by connector between two rows of montants 1.
On the basis of above structure, shear wall structure further includes floor, and floor uses the two-way laminated floor slab of prestressing force.For
Prestressing force superimposed sheet calculates offer theoretical foundation by two-way slab, can save amount of reinforcement, reduce plate thickness, has apparent economic effect
Benefit.
Note that the technical principle that above are only presently preferred embodiments of the present invention and used.Those skilled in the art can manage
Solution, the present invention is not limited to specific embodiments described here, can carry out various apparent changes for a person skilled in the art
Change, readjust and substitutes without departing from protection scope of the present invention.Therefore, although by above example to the present invention into
It has gone and has been described in further detail, but the present invention is not limited only to above example, without departing from the inventive concept,
Can also include other more equivalent embodiments, and the scope of the present invention is determined by scope of the appended claims.
Claims (10)
1. a kind of assembly of integral shearing wall structure, including wall made of concrete connect structure with the skeleton made of reinforcing bar
It makes, the skeleton connecting structure is located in the wall；It is arranged in parallel it is characterized in that, the skeleton connecting structure includes more
Montant (1), more cross bars (2) disposed in parallel and more curved bars (3)；The cross bar (2) is connected by the first connector (41)
It is connected on the montant (1), the more cross bars (2) and the more montants (1) form matts structure；The curved bar (3)
To be in square wave configuration by a bending reinforcement, the curved bar (3) is connected to by the second connector (42) on the cross bar (2),
And protrude from plane where the cross bar (2) and the montant (1).
2. assembly of integral shearing wall structure according to claim 1, which is characterized in that adjacent on same vertical plane
The concave and convex direction of the layer curved bar (3) is opposite.
3. assembly of integral shearing wall structure according to claim 1, which is characterized in that in the vertical direction, adjacent layer
The curved bar (3) shift to install；Along the direction that the cross bar (2) extends, between the curved bar (3) and the montant (1)
The 1/3 of distance between not less than two connected montants (1) of distance.
4. assembly of integral shearing wall structure according to claim 1, which is characterized in that in the montant (1), the cross
Epoxy resin is sprayed in the outer surface of bar (2) and/or the curved bar (3), forms adhesion layer.
5. assembly of integral shearing wall structure according to any one of claim 1 to 4, which is characterized in that be used to prepare
It is provided with fin or recess on the outer surface of the reinforcing bar of the curved bar (3).
6. assembly of integral shearing wall structure according to any one of claim 1 to 4, which is characterized in that the skeleton
Confined boundary member on connecting structure is prefabricated construction.
7. assembly of integral shearing wall structure according to any one of claim 1 to 4, which is characterized in that described in two sides
Confined boundary member used in the junction of skeleton connecting structure uses form-stripping free cast-in-situ concrete construction.
8. assembly of integral shearing wall structure according to claim 7, which is characterized in that the confined boundary member shows
The longitudinal reinforcement for pouring area is mechanically connected in the same section in bottom.
9. assembly of integral shearing wall structure according to any one of claim 1 to 4, which is characterized in that in the bone
The single montant (1) in edge of frame connecting structure is transited into the double montant (1), and the cross bar (2) connects by first
Fitting (41) is connected on the montant (1), is connected by connector between two rows of montants (1).
10. assembly of integral shearing wall structure according to any one of claim 1 to 4, which is characterized in that shear wall knot
Structure further includes floor, and the floor uses the two-way laminated floor slab of prestressing force.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810290493.5A CN108301566A (en) | 2018-04-03 | 2018-04-03 | Assembly of integral shearing wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810290493.5A CN108301566A (en) | 2018-04-03 | 2018-04-03 | Assembly of integral shearing wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108301566A true CN108301566A (en) | 2018-07-20 |
Family
ID=62846947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810290493.5A Pending CN108301566A (en) | 2018-04-03 | 2018-04-03 | Assembly of integral shearing wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108301566A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499852A (en) * | 2019-08-01 | 2019-11-26 | 肖法刚 | A kind of construction method of efficient quick integral forming energy-saving wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06294166A (en) * | 1993-04-07 | 1994-10-21 | Tatsuo Ono | Building panel and its manufacture |
| CN2229952Y (en) * | 1995-08-30 | 1996-06-26 | 戚成喜 | Steel bar reinforced pearlite wall slab |
| CN2518946Y (en) * | 2001-12-30 | 2002-10-30 | 谢昭成 | Skeleton frame |
| CN204456637U (en) * | 2014-10-28 | 2015-07-08 | 合肥工业大学 | Band muscle light compound interior wallboard and interior wall |
| CN206091178U (en) * | 2016-08-29 | 2017-04-12 | 福建国强新型环保建材有限公司 | Take house wall structure of concrete link plate |
| CN106812249A (en) * | 2015-11-30 | 2017-06-09 | 昆山生态屋建筑技术有限公司 | A kind of steelframe for building and shear wall |
| CN208088664U (en) * | 2018-04-03 | 2018-11-13 | 昆山中民筑友智造建筑科技有限公司 | Assembly of integral shearing wall structure |
-
2018
- 2018-04-03 CN CN201810290493.5A patent/CN108301566A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06294166A (en) * | 1993-04-07 | 1994-10-21 | Tatsuo Ono | Building panel and its manufacture |
| CN2229952Y (en) * | 1995-08-30 | 1996-06-26 | 戚成喜 | Steel bar reinforced pearlite wall slab |
| CN2518946Y (en) * | 2001-12-30 | 2002-10-30 | 谢昭成 | Skeleton frame |
| CN204456637U (en) * | 2014-10-28 | 2015-07-08 | 合肥工业大学 | Band muscle light compound interior wallboard and interior wall |
| CN106812249A (en) * | 2015-11-30 | 2017-06-09 | 昆山生态屋建筑技术有限公司 | A kind of steelframe for building and shear wall |
| CN206091178U (en) * | 2016-08-29 | 2017-04-12 | 福建国强新型环保建材有限公司 | Take house wall structure of concrete link plate |
| CN208088664U (en) * | 2018-04-03 | 2018-11-13 | 昆山中民筑友智造建筑科技有限公司 | Assembly of integral shearing wall structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499852A (en) * | 2019-08-01 | 2019-11-26 | 肖法刚 | A kind of construction method of efficient quick integral forming energy-saving wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 215324 room 2, Jin Rong Road, Jinxi, Kunshan, Suzhou, Jiangsu, China, 177 Applicant after: KUNSHAN ZHONGMIN ZHUYOU SMART MANUFACTURING BUILDING TECHNOLOGY Co.,Ltd. Address before: 215324 room 2, Jin Rong Road, Jinxi, Kunshan, Suzhou, Jiangsu, China, 177 Applicant before: CMIG DRAWIN TECHNOLOGY INDUSTRY Group Ltd. |
|
| 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: 20180720 |