CN109184022A - A kind of new concrete shear wall - Google Patents
A kind of new concrete shear wall Download PDFInfo
- Publication number
- CN109184022A CN109184022A CN201811043261.6A CN201811043261A CN109184022A CN 109184022 A CN109184022 A CN 109184022A CN 201811043261 A CN201811043261 A CN 201811043261A CN 109184022 A CN109184022 A CN 109184022A
- Authority
- CN
- China
- Prior art keywords
- fixed
- shear wall
- wall
- circle
- inner corner
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 30
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 22
- 238000009413 insulation Methods 0.000 claims abstract description 22
- 229910052742 iron Inorganic materials 0.000 claims abstract description 11
- 238000012856 packing Methods 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 10
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 10
- 239000010959 steel Substances 0.000 claims abstract description 10
- 239000004744 fabric Substances 0.000 claims abstract description 9
- 238000010008 shearing Methods 0.000 claims abstract description 8
- 238000012946 outsourcing Methods 0.000 claims description 4
- 238000004321 preservation Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7604—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only fillings for cavity walls
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- 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
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of new concrete shear walls, including frame, side wall and shear wall, side wall and shear wall are fixed in frame, filling slot is fixed in flank wall body, side wall connects shear wall by inner corner trim indent, the two sides of inner corner trim indent are connected separately with template back arris, template back arris againsts side wall and shear wall respectively, the outside of side wall and shear wall is fixed with perpendicular row support, the inside of template back arris is arranged in perpendicular row support, it is fixed in the middle part of shear wall and pours circle, the inside for pouring circle is fixed with S sections circle, connection iron prop is welded on S sections circle, the two sides for pouring circle are fixed with thermal insulation packing layer, the two sides of thermal insulation packing layer are fixed with insulation board, the side of insulation board is fixed with steel fabric sheet, the side of steel fabric sheet is fixed with boundary mortar layer, it is internal The side of boundary mortar layer be fixed with inside shear wall concrete layer, this kind of invention good heat preservation performance, and anti-shearing force is stronger.
Description
Technical field
The present invention relates to a kind of new concrete shear walls, are related to construction wall technical field.
Background technique
Shear wall (shearwall) is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.Wind lotus is primarily subjected in house or structures
The wall of horizontal loading and vertical load (gravity) caused by load or geological process prevents structure shear (being cut) from destroying.Also known as
Seismic structural wall, earthquake resistant wall is generally made into armored concrete.It divides plane shear wall and cylinder shear wall.Plane shear wall is used for reinforced concrete
Native frame structure, lift slab structure, in flat slab system.For increase structure rigidity, intensity and collapse resistant capacity, in certain portions
Position can cast-in-place or precast and assembled reinforced concrete shear wall.Cast-in-place shear wall pours simultaneously with Zhou Bianliang, column, good integrity.Cylinder
Body shear wall is used in skyscraper, tall and slender structure and overhung construction, by between escalator, staircase, equipment and assistance building
Partition wall surrounds, and barrel is cast in situ ferroconcrete wall body, and stiffness and strength can bear biggish level compared with plane shear wall
Load.The foot of a wall can be divided into load bearing wall and shear wall according to loading characteristic, the former is to bear based on vertical load, such as masonry wall；Afterwards
Person is to bear based on horizontal loading.In the area that provides fortification against earthquakes, horizontal loading is mainly generated by horizontal earthquake action, therefore shear wall has
When also referred to as seismic structural wall, earthquake resistant wall.Shear wall can be divided into steel plate shear force wall, reinforced concrete shear wall and reinforcing bars building block by structural material
Shear wall.It is wherein the most commonly used with reinforced concrete shear wall.During use, assembly is multiple for previous concrete shear force wall
It is miscellaneous, it is time-consuming more long, and anti-shearing force is indifferent.
Summary of the invention
The technical problem to be solved by the present invention is to overcome the defects of the prior art, provide a kind of new concrete shear wall.
In order to solve the above-mentioned technical problems, the present invention provides the following technical solutions:
A kind of new concrete shear wall of the present invention, including frame, side wall and shear wall are fixed with side in the frame
Face wall body and shear wall, filling slot is fixed in the flank wall body, and the side wall passes through inner corner trim indent connection shearing
Wall, the two sides of the inner corner trim indent are connected separately with template back arris, and the template back arris againsts side wall and shearing respectively
The outside of wall, the side wall and shear wall is fixed with perpendicular row support, and the perpendicular row support is arranged in template back arris
Side, be fixed in the middle part of the shear wall and pour circle, the inside for pouring circle is fixed with S sections circle, the S sections
It is welded with connection iron prop on circle, the two sides for pouring circle are fixed with thermal insulation packing layer, the two sides of the thermal insulation packing layer
It is fixed with insulation board, the side of the insulation board is fixed with steel fabric sheet, and the side of the steel fabric sheet is fixed with boundary
Facing sand pulp layer, the side of the internal boundary mortar layer are fixed with inside shear wall concrete layer, the external interface
The side of screed is fixed with outside shear wall concrete layer.
Preferably, the outside of the inner corner trim mould is fixed with inner corner trim indent, and the inner corner trim indent is fixed with two.
Preferably, the outside of the side wall and shear wall is fixed with outsourcing iron plate.
Preferably, the end of the inner corner trim indent is fixed with inner corner trim mould.
Preferably, described pour in circle has poured concrete.
The beneficial effects obtained by the present invention are as follows being: this kind invention can be prevented by the insulation board and thermal insulation packing layer of setting
The exchange of internal and external temperature plays effect cool in summer and warm in winter, and pours the S sections circle being arranged in circle and company inside shear wall
Iron prop is connect, shear wall anti-shearing force can be made stronger.
Detailed description of the invention
Attached drawing is used to provide further understanding of the present invention, and constitutes part of specification, with reality of the invention
It applies example to be used to explain the present invention together, not be construed as limiting the invention.In the accompanying drawings:
Fig. 1 is a kind of structural schematic diagram of new concrete shear wall of the present invention；
Fig. 2 is the schematic diagram of internal structure of shear wall in a kind of new concrete shear wall of the present invention.
In figure: 1- frame, 2- inner corner trim mould, 3- filling slot, the side 4- wall, 5- inner corner trim indent, 6- shear wall, 7- erect row branch
Support, 8- outsourcing iron plate, 9- template back arris, the inside 10- shear wall concrete layer, 11- boundary mortar layer, 12- steel fabric sheet, 13-
Insulation board, 14- thermal insulation packing layer, shear wall concrete layer on the outside of 15-, 16- connection iron prop, 17-S sections circle, 18- pour circle.
Specific embodiment
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, it should be understood that preferred reality described herein
Apply example only for the purpose of illustrating and explaining the present invention and is not intended to limit the present invention.
Embodiment
As shown in Figs. 1-2, a kind of new concrete shear wall, including frame 1, side wall 4 and shear wall 6, the frame
It is fixed with side wall 4 and shear wall 6 in frame 1, filling slot 3, the side wall 4 are fixed in the side wall 4
Shear wall 6 is connected by inner corner trim indent 5, the two sides of the inner corner trim indent 5 are connected separately with template back arris 9, the template back arris 9
Against side wall 4 and shear wall 6 respectively, the outside of the side wall 4 and shear wall 6 is fixed with perpendicular row support 7,
The inside of template back arris 9 is arranged in the perpendicular row support 7, and the middle part of the shear wall 6, which is fixed with, pours circle 18, described to pour
The inside of circle 18 is fixed with S sections circle 17, and connection iron prop 16 is welded on the S sections circle 17, and described pour encloses 18
Two sides are fixed with thermal insulation packing layer 14, and the two sides of the thermal insulation packing layer 14 are fixed with insulation board 13, the insulation board 13
Side be fixed with steel fabric sheet 12, the side of the steel fabric sheet 12 is fixed with boundary mortar layer 11, and internal is described
The side of boundary mortar layer 11 is fixed with inside shear wall concrete layer 10, and the side of the external boundary mortar layer 11 is solid
Surely it is equipped with outside shear wall concrete layer 15.
The outside of the inner corner trim mould 2 is fixed with inner corner trim indent 5, and the inner corner trim indent 5 is fixed with two, inner corner trim indent
5 play the role of connection, and the outside of the side wall 4 and shear wall 6 is fixed with outsourcing iron plate 8, the inner corner trim indent 5
End be fixed with inner corner trim mould 2, described pour has poured concrete in circle 18, after filling concrete, concrete is to inside
Device plays fixed function.
Working principle: the inside for the thermal insulation packing layer 14 being arranged inside the insulation board 13 of setting is provided with insulating foam etc. and protects
Warm material can play effect cool in summer and warm in winter, and pouring inside shear wall 6 for preventing the exchange of internal and external temperature
The S sections circle 17 and connection iron prop 16 being arranged in circle, when by shearing force, S sections circle 17 can play resistant function, make
It is stronger to obtain 6 anti-shearing force of shear wall.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features.
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention
Within protection scope.
Claims (5)
1. a kind of new concrete shear wall, including frame (1), side wall (4) and shear wall (6), which is characterized in that described
It is fixed with side wall (4) and shear wall (6) in frame (1), is fixed with filling slot (3), institute in the side wall (4)
Side wall (4) are stated by inner corner trim indent (5) connection shear wall (6), the two sides of the inner corner trim indent (5) are connected separately with template
Back cord (9), the template back arris (9) against side wall (4) and shear wall (6), the side wall (4) and shearing respectively
The outside of wall (6) is fixed with perpendicular row support (7), and perpendicular row support (7) setting is described in the inside of template back arris (9)
It is fixed with and pours circle (18) in the middle part of shear wall (6), the inside for pouring circle (18) is fixed with S sections circle (17), institute
State S sections circle (17) on be welded with connection iron prop (16), the two sides for pouring circle (18) are fixed with thermal insulation packing layer
(14), the two sides of the thermal insulation packing layer (14) are fixed with insulation board (13), and the side of the insulation board (13) is fixed with
The side of steel fabric sheet (12), the steel fabric sheet (12) is fixed with boundary mortar layer (11), the internal boundary mortar
The side of layer (11) is fixed with inside shear wall concrete layer (10), and the side of the external boundary mortar layer (11) is fixed
Equipped with outside shear wall concrete layer (15).
2. a kind of new concrete shear wall according to claim 1, it is characterised in that: the outside of the inner corner trim mould (2)
It is fixed with inner corner trim indent (5), the inner corner trim indent (5) is fixed with two.
3. a kind of new concrete shear wall according to claim 1, it is characterised in that: the side wall (4) and cut
The outside of power wall (6) is fixed with outsourcing iron plate (8).
4. a kind of new concrete shear wall according to claim 1, it is characterised in that: the end of the inner corner trim indent (5)
End is fixed with inner corner trim mould (2).
5. a kind of new concrete shear wall according to claim 1, it is characterised in that: described pour pours in circle (18)
There is concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811043261.6A CN109184022A (en) | 2018-09-07 | 2018-09-07 | A kind of new concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811043261.6A CN109184022A (en) | 2018-09-07 | 2018-09-07 | A kind of new concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109184022A true CN109184022A (en) | 2019-01-11 |
Family
ID=64915423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811043261.6A Pending CN109184022A (en) | 2018-09-07 | 2018-09-07 | A kind of new concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109184022A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004293153A (en) * | 2003-03-27 | 2004-10-21 | Tesuku:Kk | Heat insulating composite panel for curtain wall of steel reinforced concrete building |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN204590325U (en) * | 2015-05-14 | 2015-08-26 | 魏震南 | IPS cast-in-place concrete shear wall structure self-heat-insulation system |
| CN204691001U (en) * | 2014-09-02 | 2015-10-07 | 绿建科技集团新型建材高技术有限公司 | Full outsourcing block type cast-in-situ wall inorganic fire Self-thermal-insulation System |
| CN204983246U (en) * | 2015-07-06 | 2016-01-20 | 沈阳建筑大学 | Hollow shear wall structure of close post of assembled |
-
2018
- 2018-09-07 CN CN201811043261.6A patent/CN109184022A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004293153A (en) * | 2003-03-27 | 2004-10-21 | Tesuku:Kk | Heat insulating composite panel for curtain wall of steel reinforced concrete building |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN204691001U (en) * | 2014-09-02 | 2015-10-07 | 绿建科技集团新型建材高技术有限公司 | Full outsourcing block type cast-in-situ wall inorganic fire Self-thermal-insulation System |
| CN204590325U (en) * | 2015-05-14 | 2015-08-26 | 魏震南 | IPS cast-in-place concrete shear wall structure self-heat-insulation system |
| CN204983246U (en) * | 2015-07-06 | 2016-01-20 | 沈阳建筑大学 | Hollow shear wall structure of close post of assembled |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107401217B (en) | A kind of beamless hollow floor-chamber concrete-filled steel tube shear wall combined structure system and method | |
| CN206693432U (en) | Fabricated shear wall and fabric structure | |
| CN108487503B (en) | Prefabricated filling wall system with hollow heat preservation structure and construction method thereof | |
| CN107288256A (en) | Light composite heat insulation outer wall plate, particular manufacturing craft and preparation method thereof | |
| CN104947846B (en) | A kind of prefabricated integral frame light filling lining and preparation method thereof | |
| CN107989238A (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method | |
| CN106150119B (en) | It is a kind of to industrialize high ductility space constraint reinforced masonry wall system and its construction method | |
| CN103498519A (en) | Technique for anti-seismic and energy-saving wall with built-in core net | |
| CN208455907U (en) | A kind of prefabricated laminated floor slab | |
| CN112695914B (en) | Assembly type shear wall structure system and construction method thereof | |
| CN206956979U (en) | A kind of Linear shear wall with fore-set | |
| EP2241690B1 (en) | Insulated foundation element for mounting on precast base foundation | |
| CN110863586A (en) | T-shaped horizontal connection node in assembly type building | |
| CN109184022A (en) | A kind of new concrete shear wall | |
| CN210622027U (en) | Cavity node structure of assembled wall and building frame | |
| CN212078343U (en) | Fireproof shear wall building structure | |
| CN212271392U (en) | Light thermal insulation wall | |
| CN110593440B (en) | Construction method of prefabricated wall structure | |
| CN106592814A (en) | Integrally cast demolding-free self-thermal insulation wall and construction method thereof | |
| CN106968363A (en) | A kind of two-chamber heat-preserving wall component | |
| CN210798011U (en) | Fireproof floor | |
| CN110863584A (en) | A L type self preservation temperature shear force wall prefabricated plate for prefabricated construction corner | |
| CN112144722A (en) | Fireproof floor | |
| CN214461457U (en) | Building energy-saving anti-seismic wall | |
| CN209457205U (en) | A kind of novel fabricated light sandwich double-layer heat insulation reinforced concrete shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20190111 |
|
| RJ01 | Rejection of invention patent application after publication |