CN110485597A - A kind of construction process of shear wall assembly template and shear wall - Google Patents
A kind of construction process of shear wall assembly template and shear wall Download PDFInfo
- Publication number
- CN110485597A CN110485597A CN201910491572.7A CN201910491572A CN110485597A CN 110485597 A CN110485597 A CN 110485597A CN 201910491572 A CN201910491572 A CN 201910491572A CN 110485597 A CN110485597 A CN 110485597A
- Authority
- CN
- China
- Prior art keywords
- template
- shear wall
- steel pipe
- batten plate
- steel
- 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
- 238000000034 method Methods 0.000 title claims abstract description 11
- 238000010276 construction Methods 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 88
- 239000010959 steel Substances 0.000 claims abstract description 88
- 238000003466 welding Methods 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 4
- 230000029052 metamorphosis Effects 0.000 description 2
- 230000003796 beauty Effects 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
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000010008 shearing Methods 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- 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
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- 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
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
Abstract
The present invention proposes a kind of shear wall assembly template and shear wall construction process, including steel pipe, batten plate, exterior sheathing and inner template；Wherein, more steel pipes are equidistantly arranged along wall length direction same plane；Outer template is equipped between two adjacent steel pipes, exterior sheathing is flushed with the front end face of steel pipe；Muti-piece batten plate is equidistantly placed between two adjacent steel pipes；Batten plate is flushed with the rear end face of steel pipe；Inner template is hung on batten plate by connector, to propose that one kind is easy for installation, stress intensity is big, economical, while convenient for the shear wall assembly template of pipeline arrangement and the construction process of shear wall.
Description
Technical field
The present invention relates to shear wall technical field more particularly to the building sides of a kind of shear wall assembly template and shear wall
Method.
Background technique
Currently, China proposes higher Compulsory Feature to house assembling.Although continuous steel pipe beam shear wall is
It gradually promotes and applies at home, but the steel using amount of steel pipe bundle is bigger than normal, it is more as primary structure member redundancy；
Simultaneous people's living standard constantly improves, and China's dwelling construction has stepped into complete commercialization
Stage.Room is unsatisfactory in terms of house, to the comfort level of house, safety, fining propose people
Increasingly higher demands.And traditional indoor pipeline method for arranging not only influences beauty, but also occupied space.
Summary of the invention
It is an object of the invention to propose that one kind is easy for installation, stress intensity is big, economical, while convenient for pipeline arrangement
The construction process of shear wall assembly template and shear wall.
In order to achieve the above objectives, the present invention proposes a kind of shear wall assembly template, including steel pipe, batten plate, exterior sheathing and interior
Template；Wherein, the more steel pipes are equidistantly arranged along wall length direction same plane；
The outer template is equipped between two adjacent steel pipes, the front end face of the exterior sheathing and the steel pipe is neat
It is flat；Batten plate described in muti-piece is equidistantly placed between two adjacent steel pipes；The rear end face of the batten plate and the steel pipe
It flushes；The inner template is hung on the batten plate by connector.
Preferably, the outer template be in continuous male and fomale(M&F) structure corrugated steel, the convex surface of the corrugated steel with
The front end face of the steel pipe flushes.
Preferably, the inner template is PC plate.
Preferably, the steel pipe is rolling or light gauge cold-formed steel shape square steel tube.
Preferably, the batten plate is equipped with multiple connecting holes；The internal model plate surface is matched equipped with multiple with the connecting hole
A connector；By the way that the connector to be fixed in the connecting hole, the fixation of the inner template Yu the batten plate is realized
Connection.
Preferably, gap is reserved between the adjacent inner template；Pipeline is placed in the gap；The pipeline
It is fixedly connected by welding or connector with the steel pipe.
Preferably, the cavity for fill concrete is surrounded between the steel pipe, exterior sheathing and inner template.
Preferably, the outer template and the batten plate are fixedly connected by bolt or welding with the steel pipe.
A kind of construction process of shear wall, comprising the following steps:
Step 1: being intervally arranged more steel pipes along the equal spacing in length direction of wall；
Step 2: muti-piece batten plate of equidistantly arranging between two adjacent steel pipes, and the batten plate and the steel
The rear end face of pipe flushes；
Step 3: inner-film plate is fixedly connected with the batten plate；
Step 4: exterior sheathing being set between two adjacent steel pipes, and the outer template plate and the steel pipe
Front end face flush；
Step 5: casting concrete in the cavity surrounded between Xiang Suoshu steel pipe, exterior sheathing and inner template；
Step 6: being integrally formed after the concrete setting with the outer template, inner-film plate and steel pipe, form shearing
Wall.
Compared with prior art, of the invention to be advantageous in that: steel pipe of the invention is combined with corrugated steel, batten plate
Shear wall assembly system, batten plate and inner template on the inside of wall realize connection before concreting, so that inner template is simultaneous
Make construction formwork；Wall outer side also serves as template using the corrugated steel between steel pipe, gives full play to rigid outside the plane of corrugated steel
Degree is big, and corrugated steel is not easy the feature of drum song under the lateral expansion metamorphosis in concreting on the inside of shear wall；This set
System makes wall more assembling, and easy to connect reliable；
At the same time, muti-piece batten plate is equidistantly placed between two adjacent steel pipes；The rear end face of batten plate and steel pipe is neat
It is flat；Inner template is hung on batten plate by connector, above structure, so that the inner surface of inner template protrusion steel plate, consequently facilitating
Pipeline is set between adjacent inner template so that pipeline arrangement installation be not take up exterior space, while avoid pipeline exposed
Outside, situations such as causing unsightly.
Detailed description of the invention
Fig. 1 is a kind of overall structure diagram of shear wall assembly template in one embodiment of the invention；
Fig. 2 is a kind of top view of shear wall assembly template in one embodiment of the invention；
Fig. 3 is a kind of main view of shear wall assembly template in one embodiment of the invention.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, technical solution of the present invention will be made below into
Illustrate to one step.
As shown in Figure 1, Figure 2 and Figure 3, the present invention proposes a kind of shear wall assembly template, including steel pipe 1, batten plate 2, external mold
Plate 4 and inner template 5；Wherein, more steel pipes 1 are equidistantly arranged along wall length direction same plane；
Outer template is equipped between two adjacent steel pipes 1, exterior sheathing 4 is flushed with the front end face of steel pipe 1；Adjacent two
Muti-piece batten plate 2 is equidistantly placed between steel pipe 1；Batten plate 2 is flushed with the rear end face of steel pipe 1；Inner template 5 is hung by connector 3
On batten plate 2.
In the present embodiment, outer template is the corrugated steel in continuous male and fomale(M&F) structure, corrugated steel, face and steel
The front end face of pipe 1 flushes, and wall outer side also serves as template using the corrugated steel between steel pipe 1, gives full play to the flat of corrugated steel
Out-of Plane Stiffness is big, and corrugated steel is not easy the spy of drum song under the lateral expansion metamorphosis in concreting on the inside of shear wall
Point；This set system makes wall more assembling, and easy to connect reliable.
In the present embodiment, inner template 5 is PC plate, mentions plate compared with traditional steel plate and coagulation, materials are more economical.
In the present embodiment, steel pipe 1 is rolling or light gauge cold-formed steel shape square steel tube 1.
In the present embodiment, batten plate 2 is equipped with multiple connecting holes；5 surface of inner template be equipped with it is multiple with connecting hole with
Connector 3；By the way that connector 3 to be fixed in connecting hole, realization inner template 5 is fixedly connected with batten plate 2.
In the present embodiment, gap is reserved between adjacent inner template 5；Pipeline 6 is placed in gap；Pipeline 6 passes through
Welding or connector 3 are fixedly connected with steel pipe 1, so that the arrangement installation of pipeline 6 is not take up exterior space, while avoiding pipe
Situations such as line 6 is exposed outside, causes unsightly
In the present embodiment, the cavity for fill concrete is surrounded between steel pipe 1, exterior sheathing 4 and inner template 5.
In the present embodiment, outer template and batten plate 2 are fixedly connected by bolt or welding with steel pipe 1.
A kind of construction process of shear wall, comprising the following steps:
Step 1: being intervally arranged more steel pipes 1 along the equal spacing in length direction of wall；
Step 2: equidistantly arrange between two adjacent steel pipes 1 muti-piece batten plate 2, and the rear end of batten plate 2 and steel pipe 1
Face flushes；
Step 3: inner-film plate is fixedly connected with batten plate 2；
Step 4: exterior sheathing 4 being set between two adjacent steel pipes 1, and the front end face of outer template plate and steel pipe 1 is neat
It is flat；
Step 5: casting concrete in the cavity surrounded between Xiang Gangguan 1, exterior sheathing 4 and inner template 5；
Step 6: being integrally formed after concrete setting with outer template, inner-film plate and steel pipe 1, form shear wall.
The above is only a preferred embodiment of the present invention, does not play the role of any restrictions to the present invention.Belonging to any
Those skilled in the art, in the range of not departing from technical solution of the present invention, to the invention discloses technical solution and
Technology contents make the variation such as any type of equivalent replacement or modification, belong to the content without departing from technical solution of the present invention, still
Within belonging to the scope of protection of the present invention.
Claims (9)
1. a kind of shear wall assembly template, which is characterized in that including steel pipe, batten plate, exterior sheathing and inner template；Wherein, more institutes
Steel pipe is stated equidistantly to arrange along wall length direction same plane；
The outer template is equipped between two adjacent steel pipes, the exterior sheathing is flushed with the front end face of the steel pipe；Phase
Batten plate described in muti-piece is equidistantly placed between two adjacent steel pipes；The batten plate is flushed with the rear end face of the steel pipe；
The inner template is hung on the batten plate by connector.
2. shear wall assembly template according to claim 1, which is characterized in that the outer template is in continuous male and fomale(M&F)
The corrugated steel of structure, the convex surface of the corrugated steel are flushed with the front end face of the steel pipe.
3. shear wall assembly template according to claim 1, which is characterized in that the inner template is PC plate.
4. shear wall assembly template according to claim 1, which is characterized in that the steel pipe is rolling or cold bending thin wall type
Steel square steel tube.
5. shear wall assembly template according to claim 1, which is characterized in that the batten plate is equipped with multiple connecting holes；
The internal model plate surface is equipped with the multiple and connecting hole with a connector；By the way that the connector is fixed on the connection
In hole, being fixedly connected for the inner template and the batten plate is realized.
6. shear wall assembly template according to claim 1, which is characterized in that be reserved between the adjacent inner template
Gap；Pipeline is placed in the gap；The pipeline is fixedly connected by welding or connector with the steel pipe.
7. shear wall assembly template according to claim 1, which is characterized in that the steel pipe, exterior sheathing and inner template it
Between surround cavity for fill concrete.
8. shear wall assembly template according to claim 1, which is characterized in that the outer template and the batten plate pass through spiral shell
Bolt or welding are fixedly connected with the steel pipe.
9. a kind of construction process of shear wall, special using shear wall assembly template such as of any of claims 1-6
Sign is, comprising the following steps:
Step 1: being intervally arranged more steel pipes along the equal spacing in length direction of wall；
Step 2: muti-piece batten plate of equidistantly arranging between two adjacent steel pipes, and after the batten plate and the steel pipe
End face；
Step 3: inner-film plate is fixedly connected with the batten plate；
Step 4: exterior sheathing being set between two adjacent steel pipes, and the front end of outer the template plate and the steel pipe
Face flushes；
Step 5: casting concrete in the cavity surrounded between Xiang Suoshu steel pipe, exterior sheathing and inner template；
Step 6: being integrally formed after the concrete setting with the outer template, inner-film plate and steel pipe, form shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910491572.7A CN110485597A (en) | 2019-06-06 | 2019-06-06 | A kind of construction process of shear wall assembly template and shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910491572.7A CN110485597A (en) | 2019-06-06 | 2019-06-06 | A kind of construction process of shear wall assembly template and shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110485597A true CN110485597A (en) | 2019-11-22 |
Family
ID=68546177
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910491572.7A Pending CN110485597A (en) | 2019-06-06 | 2019-06-06 | A kind of construction process of shear wall assembly template and shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110485597A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150211245A1 (en) * | 2010-05-14 | 2015-07-30 | James R. Foster | Free-standing form for building a pre-insulated wall and method of building a structure therewith |
| CN107143064A (en) * | 2017-07-12 | 2017-09-08 | 上海欧本钢结构有限公司 | One kind interval steel pipe and combined concrete shear wall system |
| CN206722392U (en) * | 2017-05-20 | 2017-12-08 | 青岛东捷建设工程有限公司 | A kind of structure of transvers plate of shear wall structure |
| CN108894363A (en) * | 2018-08-21 | 2018-11-27 | 重庆钢结构产业有限公司 | Quarter bend corrugated steel shear wall and its component |
| CN108915121A (en) * | 2018-04-27 | 2018-11-30 | 江苏江中集团有限公司 | A kind of IPS Cast-in-place concrete shear wall self-heat conserving construction method |
| CN109812011A (en) * | 2019-03-08 | 2019-05-28 | 清华大学建筑设计研究院有限公司 | Concrete floor free removal template and wiring system integrated in template and construction method |
| CN210797964U (en) * | 2019-06-06 | 2020-06-19 | 上海欧本钢结构有限公司 | Shear force wall assembly template |
-
2019
- 2019-06-06 CN CN201910491572.7A patent/CN110485597A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150211245A1 (en) * | 2010-05-14 | 2015-07-30 | James R. Foster | Free-standing form for building a pre-insulated wall and method of building a structure therewith |
| CN206722392U (en) * | 2017-05-20 | 2017-12-08 | 青岛东捷建设工程有限公司 | A kind of structure of transvers plate of shear wall structure |
| CN107143064A (en) * | 2017-07-12 | 2017-09-08 | 上海欧本钢结构有限公司 | One kind interval steel pipe and combined concrete shear wall system |
| CN108915121A (en) * | 2018-04-27 | 2018-11-30 | 江苏江中集团有限公司 | A kind of IPS Cast-in-place concrete shear wall self-heat conserving construction method |
| CN108894363A (en) * | 2018-08-21 | 2018-11-27 | 重庆钢结构产业有限公司 | Quarter bend corrugated steel shear wall and its component |
| CN109812011A (en) * | 2019-03-08 | 2019-05-28 | 清华大学建筑设计研究院有限公司 | Concrete floor free removal template and wiring system integrated in template and construction method |
| CN210797964U (en) * | 2019-06-06 | 2020-06-19 | 上海欧本钢结构有限公司 | Shear force wall assembly template |
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