CN208088588U - A kind of 5 box compound shear walls of font rectangle steel - Google Patents
A kind of 5 box compound shear walls of font rectangle steel Download PDFInfo
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- CN208088588U CN208088588U CN201820272222.2U CN201820272222U CN208088588U CN 208088588 U CN208088588 U CN 208088588U CN 201820272222 U CN201820272222 U CN 201820272222U CN 208088588 U CN208088588 U CN 208088588U
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Abstract
The utility model discloses a kind of 5 box compound shear walls of font rectangle steel,Including steel pipe skeleton,Steel pipe skeleton includes folded plate steel case,The long steel plate of linear type,The short steel plate of linear type and end sealing plate,Folded plate steel case is that there are two the equilateral 5 Zee bar steel Z casees of the accumbency of reversed open end for the tool that is continuously bent to form of five isometric right-angle sides,The equal length of spacing and folded plate steel one right-angle side of case between adjacent folded plate steel case,The length of the long steel plate of linear type is 2 times of the length of folded plate steel one right-angle side of case,The equal length of the length and folded plate steel one right-angle side of case of the short steel plate of linear type,The long steel plate of linear type is welded between two adjacent folded plate steel casees,The end seal plate welding is in the end of steel pipe skeleton,The folded plate steel case,The short steel plate of linear type described in the welding of exposed section after the long steel plate of linear type and the welding of L-shaped end plate.The shear wall steel using amount economy, quick construction can give full play to concrete and the respective advantage of steel construction.
Description
Technical field
The utility model belongs to a kind of assembled combined structure system, in particular to a kind of 5 font squares in civil engineering
The box compound shear wall of shape steel, the combining form can be used in common skyscraper, be particularly suitable for assembled-type house and apartment
In.
Background technology
Traditional house building technology low production efficiency, speed of application is slow, the construction period is long, high material consumption and worker's labor
Fatigue resistance is big, a series of this situation has not adapted to rigid demand of the modern society to house.And assembled architecture is with following
Feature：1. design diversification, can be designed according to housing need；2. function modernizes, a variety of energy conservation and environmental protections may be used
Equal new materials；3. manufacturing works can make building components and fittings are unified to be factory produced, by once；4. construction assembly
Change, labour can be greatly reduced, reduces waste of material；5. time optimization makes construction period obviously accelerate.Assembled architecture
Focus on protection to environment, resource, effectively reduced in work progress building sewage, pernicious gas, dust discharge and build
The pollution for building noise reduces various influences of the construction on surrounding enviroment, is conducive to the labor productivity for improving building, promotees
Into design, the fining of building, the total quality and energy-saving and emission-reduction water rate of building are promoted, promoting Building Trade in China health can hold
Supervention exhibition meets the demand of national economic development.
Assembled architecture is broadly divided into prefabricated concrete structure and assembling type steel structure, prefabricated concrete structure shearing
Wall architectural composition is flexible, can provide the preferable interior space, but since vertical member assembling quality is not easy to ensure, globality compared with
Cast-in-place structural is poor, and transport installation is easy there are the present situations restrictive condition such as problem, and popularization and application are subject to certain restrictions.Assembled steel knot
Structure assembly rate is high, energy conservation and environmental protection, but in view of the influence of cost, China at present most of high-rise residential building using reinforcing bar
Concrete shear wall structure form, and corrode and prevent fires and also constrain the popularization of steel house.
If steel construction and the effective structure of concrete structure got up, a kind of novel fabricated lateral resistant member is studied,
Concrete and the respective advantage of steel construction are given full play to, is a good solution party for the disadvantage in current structural system
Case.
Utility model content
The purpose of this utility model is to provide a kind of 5 box compound shear walls of font rectangle steel, shear wall steel using amount warp
Ji makes simply, and quick construction can give full play to concrete and the respective advantage of steel construction.
The above-mentioned purpose of the utility model is achieved through the following technical solutions：A kind of 5 box combined shears of font rectangle steel
Wall, it is characterised in that：The shear wall includes steel pipe skeleton, and steel pipe skeleton includes folded plate steel case, the long steel plate of linear type, linear type
Short steel plate and end sealing plate, the folded plate steel case are multiple, and interval setting, the folded plate steel case is five isometric right angles
The tool that side is continuously bent to form there are two reversed open end accumbency equilateral 5 Zee bar steel Z case, adjacent folded plate steel case it
Between spacing and folded plate steel one right-angle side of case equal length, the length of the long steel plate of linear type is that one, folded plate steel case is straight
2 times of the length of the arm of angle, the equal length of the length and folded plate steel one right-angle side of case of the short steel plate of linear type, the long steel plate of linear type
It is welded between two adjacent folded plate steel casees, for the end seal plate welding in the end of steel pipe skeleton, end sealing plate is tool
There are two isometric right-angle side equilateral L-shaped end plate, the equal length of the length of side and folded plate steel one right-angle side of case of L-shaped end plate,
The short steel plate of linear type described in the welding of exposed section after the folded plate steel case, the long steel plate of linear type and the welding of L-shaped end plate, after welding
Steel pipe skeleton become the enclosed construction with multiple inner cavities, the section of each inner cavity is square, it is each in intracavitary pour
Concrete has been built, entire compound shear wall is constituted.
The compound shear wall of the utility model can solve the problem in current prefabricated concrete structure and steel construction,
It is combined into rectangle steel case and internal fill concrete composition vertical member stress system by welding the folded plate steel case of 5 fonts, 5
Can be achieved to repeat to assemble by welding between the folded plate steel case of font, the concrete that the folded plate steel casees of 5 fonts can be filled internally into
Row constraint.The box compound shear wall of 5 font rectangle steel can give full play to concrete and steel construction advantage and stress performance is superior
Vertical member stress system.
The folded plate steel case, the long steel plate of linear type, the short steel plate of linear type are identical with the thickness of L-shaped end plate, are 4mm~8mm.
All welding the strong groove welding such as are all made of and are connected.
Various structures may be used in the shear wall of the utility model, and corresponding steel pipe skeleton and sealing plate are also different.
Structure one：The shear wall is "-" type wall, and the L-shaped end plate is located at wall end.
Structure two：The shear wall is L-type wall, and the L-shaped end plate is located at wall turning.
Structure three：The shear wall is T-type wall, and the L-shaped end plate is located at wall end.
By the 5 box compound shear walls of font rectangle steel of above-mentioned design, can get a desired effect, especially suitable for house
Building and apratment building.
Compared with prior art, the utility model has the following advantages that：
(1) the compound shear wall structural elements of the utility model is not only used as vertical supporting member, but also as lateral resistant member.
Compound shear wall structure tension performance is excellent, and wall section size is smaller, and then improves the utilization rate of space, mitigates structure
Dead weight reduces earthquake sheet.
(2) the compound shear wall structural elements of the utility model can be good in factory process, in-site pouring concrete and a small amount of
Weld seam operation, relative to assembly concrete structure, speed of production is fast, convenient transportation, construction is simple, and construction quality is protected
Card, it is a large amount of to save manually.
(3) the utility model relative to remaining compound wall structure, rectangular steel pipe cooperates with concrete, compound action
Reliably, overall structure resistance to compression, bending resistance and shear-carrying capacity are high.
Description of the drawings
The utility model is described in further details in the following with reference to the drawings and specific embodiments.
Fig. 1 is the overall structure figure of the box compound shear wall embodiment of 5 font rectangle steel of the utility model one；
Fig. 2 is the structural representation of steel pipe skeleton in the box compound shear wall embodiment one of 5 font rectangle steel of the utility model
Figure；
Fig. 3 is that folded plate steel case and linear type are long in the box compound shear wall embodiment one of 5 font rectangle steel of the utility model
The decomposition texture schematic diagram of steel plate；
Fig. 4 is the structure of the short steel plate of linear type in the box compound shear wall embodiment one of 5 font rectangle steel of the utility model
Schematic diagram；
Fig. 5 is the structural representation of L-shaped end plate in the box compound shear wall embodiment one of 5 font rectangle steel of the utility model
Figure；
Fig. 6 is the overall structure figure of the box compound shear wall embodiment of 5 font rectangle steel of the utility model two；
Fig. 7 is the structural representation of steel pipe skeleton in the box compound shear wall embodiment two of 5 font rectangle steel of the utility model
Figure；
Fig. 8 is the overall structure figure of the box compound shear wall embodiment of 5 font rectangle steel of the utility model three；
Fig. 9 is the structural representation of steel pipe skeleton in the box compound shear wall embodiment three of 5 font rectangle steel of the utility model
Figure.
Reference sign：
1-folded plate steel case, 2-concrete, the long steel plate of 3-linear types,
4-L-shaped end plates, the short steel plate of 5-linear types.
Specific implementation mode
Embodiment one
The embodiment one of the 5 box compound shear wall of font rectangle steel of the utility model is as shown in Figures 1 to 5, the shear wall
Including steel pipe skeleton, steel pipe skeleton includes folded plate steel case 1, the long steel plate 3 of linear type, the short steel plate 5 of linear type and end sealing plate, folded plate
Steel case 1 is multiple, and interval setting, there are two the tools that folded plate steel case 1 is continuously bent to form for five isometric right-angle sides reversely
The equilateral 5 Zee bar steel Z case of the accumbency of open end, the spacing between adjacent folded plate steel case 1 and 1 one right-angle sides of folded plate steel case
Equal length, the length of the long steel plate of linear type 3 is 2 times of the length of folded plate steel 1 one right-angle sides of case, the short steel plate of linear type 5
Length and folded plate steel 1 one right-angle sides of case equal length, the long steel plate of linear type 3 is welded on two adjacent folded plate steel casees 1
Between, for end seal plate welding in the end of steel pipe skeleton, end sealing plate is that there are two the equilateral L-shaped end plates of isometric right-angle side for tool
4, the equal length of the length of side and folded plate steel 1 one right-angle sides of case of L-shaped end plate 4, the long steel plate 3 of folded plate steel case 1, linear type and L-shaped
The short steel plate 5 of linear type is welded in exposed section after end plate 4 welds, and the steel pipe skeleton after welding becomes the closing knot with multiple inner cavities
The section of structure, each inner cavity is square, and each interior intracavitary has poured concrete 2, constitutes entire compound shear wall.
In the present embodiment, the short steel plate 5 of the long steel plate 3 of folded plate steel case 1, linear type, linear type is identical with the thickness of L-shaped end plate 4,
For 6mm, the folded plate steel case 1, the long steel plate 3 of linear type, the short steel plate 5 of linear type and L-shaped end plate 4 thickness require to determine according to calculating
Its thickness, the value usually within the scope of 4mm~8mm are mainly used for undertaking fill concrete in horizontal loads and constraint.Institute
Some welding the strong groove welding such as are all made of and are connected.2 intensity of concrete forms prefabricated steel pipe according to determination is calculated with remaining component
Combined shear wall system.
In the present embodiment, shear wall is "-" type wall, and L-shaped end plate 4 is located at wall end.
Embodiment two
The embodiment two of the 5 box compound shear wall of font rectangle steel of the utility model is as shown in Figure 6 to 7 and embodiment
Unlike one, in the present embodiment, shear wall is L-type wall, and L-shaped end plate 4 is located at wall turning.
Embodiment three
The embodiment three of the 5 box compound shear wall of font rectangle steel of the utility model is as shown in Fig. 8 to Fig. 9 and embodiment
Unlike one, in the present embodiment, shear wall is T-type wall, and L-shaped end plate 4 is located at wall end.
Above-described embodiment of the utility model is not the restriction to scope of protection of the utility model, the reality of the utility model
It is without being limited thereto to apply mode, all this kind the above according to the present utility model, according to the ordinary technical knowledge of this field and used
With means, under the premise of not departing from the utility model above-mentioned basic fundamental thought, the utility model above structure is made its
The modification, replacement or change of its diversified forms, shall fall within the scope of the present invention.
Claims (6)
1. a kind of 5 box compound shear walls of font rectangle steel, it is characterised in that：The shear wall includes steel pipe skeleton, steel pipe bone
Frame includes folded plate steel case (1), the long steel plate of linear type (3), the short steel plate of linear type (5) and end sealing plate, the folded plate steel case (1)
It is multiple, interval setting, it is reversed that there are two the tools that the folded plate steel case (1) is continuously bent to form for five isometric right-angle sides
Open end accumbency equilateral 5 Zee bar steel Z case, the spacing between adjacent folded plate steel case (1) and (1) one, folded plate steel case
The equal length of right-angle side, the length of the long steel plate of linear type (3) are 2 times of the length of (1) right-angle side of folded plate steel case,
The equal length of the length and (1) right-angle side of folded plate steel case of the short steel plate of linear type (5), the long steel plate of linear type (3) are welded on
Between two adjacent folded plate steel casees (1), for the end seal plate welding in the end of steel pipe skeleton, end sealing plate is with two
The equilateral L-shaped end plate (4) of a isometric right-angle side, the length of the length of side and (1) right-angle side of folded plate steel case of L-shaped end plate (4)
It is equal, the word described in the welding of exposed section after the folded plate steel case (1), the long steel plate of linear type (3) and L-shaped end plate (4) welding
The short steel plate of shape (5), the steel pipe skeleton after welding become the enclosed construction with multiple inner cavities, and the section of each inner cavity is pros
Shape, each interior intracavitary have poured concrete (2), have constituted entire compound shear wall.
2. the box compound shear wall of 5 font rectangle steel according to claim 1, it is characterised in that：The folded plate steel case
(1), the long steel plate of linear type (3), the short steel plate of linear type (5) are identical with the thickness of L-shaped end plate (4), are 4mm~8mm.
3. the box compound shear wall of 5 font rectangle steel according to claim 1, it is characterised in that：All welding are adopted
With etc. strong groove welding be connected.
4. the box compound shear wall of 5 font rectangle steel according to any one of claims 1 to 3, it is characterised in that：It is described to cut
Power wall is "-" type wall, and the L-shaped end plate (4) is located at wall end.
5. the box compound shear wall of 5 font rectangle steel according to any one of claims 1 to 3, it is characterised in that：It is described to cut
Power wall is L-type wall, and the L-shaped end plate (4) is located at wall turning.
6. the box compound shear wall of 5 font rectangle steel according to any one of claims 1 to 3, it is characterised in that：It is described to cut
Power wall is T-type wall, and the L-shaped end plate (4) is located at wall end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820272222.2U CN208088588U (en) | 2018-02-26 | 2018-02-26 | A kind of 5 box compound shear walls of font rectangle steel |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820272222.2U CN208088588U (en) | 2018-02-26 | 2018-02-26 | A kind of 5 box compound shear walls of font rectangle steel |
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| Publication Number | Publication Date |
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| CN208088588U true CN208088588U (en) | 2018-11-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113953778A (en) * | 2021-11-23 | 2022-01-21 | 湖北三江航天红阳机电有限公司 | Precision machining method for large-scale framework welding structure combined square box |
-
2018
- 2018-02-26 CN CN201820272222.2U patent/CN208088588U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113953778A (en) * | 2021-11-23 | 2022-01-21 | 湖北三江航天红阳机电有限公司 | Precision machining method for large-scale framework welding structure combined square box |
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| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200114 Address after: 510500 martyrs East Road, Guangdong, Guangzhou No. 121 Patentee after: Guangdong Construction Academy Group Plc Address before: 510500 martyrs East Road, Guangdong, Guangzhou No. 121 Co-patentee before: Guangdong Architectural Design Institute of the Department of Construction Co., Ltd. Patentee before: Guangdong Construction Academy Group Plc |