CN208088575U - A kind of box compound shear wall of rectangle steel - Google Patents
A kind of box compound shear wall of rectangle steel Download PDFInfo
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- CN208088575U CN208088575U CN201820272202.5U CN201820272202U CN208088575U CN 208088575 U CN208088575 U CN 208088575U CN 201820272202 U CN201820272202 U CN 201820272202U CN 208088575 U CN208088575 U CN 208088575U
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Abstract
The utility model discloses a kind of box compound shear walls of rectangle steel,Including steel pipe skeleton,Steel pipe skeleton includes the multiple internode units being continuously arranged,Adjacent internode unit mutually welds,Each internode unit is the rectangle steel case of an one end open,It is welded with floor in the rectangle steel case,The rectangle steel case has parallel two long sides and a short side,Short side is perpendicular with long side,The length of long side is 2 times of the length of short side,The floor is welded between two long sides,And floor and the weld of long side are located on the center line of long side,The floor is parallel with short side,Multiple rectangle steel casees after welding are also welded with sealing plate in exposed section,So that steel pipe skeleton becomes the enclosed construction with multiple inner cavities,The section of each inner cavity is square,Intracavitary has poured concrete in each,Constitute entire compound shear wall.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 rectangle steel case in civil engineering
Formula compound shear wall, the combining form can be used in common skyscraper, be particularly suitable in assembled-type house and apartment.
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 box compound shear wall of rectangle steel, the shear wall steel using amount economy, system
Make simply, 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 box compound shear wall of rectangle steel,
It is characterized in that：The shear wall includes steel pipe skeleton, and steel pipe skeleton includes the multiple internode units being continuously arranged, adjacent internode
Unit mutually welds, each internode unit is the rectangle steel case of an one end open, and floor is welded in the rectangle steel case,
The rectangle steel case has parallel two long sides and a short side, and short side is perpendicular with long side, and the length of long side is short side
2 times of length, the floor is welded between two long sides, and floor and the weld of long side are located at the center line of long side
On, the floor is parallel with short side, and multiple rectangle steel casees after welding are also welded with sealing plate in exposed section, so that steel pipe
Skeleton becomes the enclosed construction with multiple inner cavities, and the section of each inner cavity is square, and each interior intracavitary has poured mixed
Solidifying soil, constitutes entire compound shear wall.
The compound shear wall of the utility model can solve the problem in current prefabricated concrete structure and steel construction,
By by the welding of the rectangle steel casees of multiple " door bolt " fonts be combined into steel pipe skeleton and internal fill concrete form vertical member by
Power system, rectangle steel box-shaped can be achieved to repeat to assemble between subelement and subelement by welding, the rectangle steel of " door bolt " font
The concrete that case can be filled internally is constrained.The box compound shear wall of the rectangle steel can give full play to concrete and steel construction is excellent
Gesture and the superior vertical member stress system of stress performance.
The thickness of the rectangle steel case is 4mm~8mm.
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 sealing plate is the linear type steel plate being arranged in wall end position, a word
The length of shape steel plate and the equal length of floor, linear type steel plate and two long sides of the rectangle steel case at wall end are mutually welded.
The linear type steel plate is connected with the strong groove welding such as two long sides of the rectangle steel case at wall end use.
Structure two：The shear wall is L-type wall, and the sealing plate is the linear type steel plate being arranged in wall corner location, a word
The length of shape steel plate and the equal length of floor, linear type steel plate and two long sides of the rectangle steel case of wall corner are mutually welded.
The linear type steel plate is connected with the strong groove welding such as two long sides of the rectangle steel case at wall end use.
Structure three：The shear wall is T-type wall, and the sealing plate is the linear type steel plate being arranged in wall end position, linear type
The length of steel plate and the equal length of floor, linear type steel plate and two long sides of the rectangle steel case at wall end are mutually welded.
The linear type steel plate is connected with the strong groove welding such as two long sides of the rectangle steel case at wall end use.
By the rectangular steel pipe compound shear wall of above-mentioned design, can get a desired effect, especially suitable for residential housing 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 the utility model rectangle steel one；
Fig. 2 is the structural schematic diagram of steel pipe skeleton in the box compound shear wall embodiment one of the utility model rectangle steel；
Fig. 3 is the structure after steel pipe skeleton removal sealing plate in the box compound shear wall embodiment one of the utility model rectangle steel
Schematic diagram；
Fig. 4 is the structural schematic diagram of internode unit in the box compound shear wall embodiment one of the utility model rectangle steel；
Fig. 5 is the structural schematic diagram of linear type steel plate in the box compound shear wall embodiment one of the utility model rectangle steel；
Fig. 6 is the overall structure figure of the box compound shear wall embodiment of the utility model rectangle steel two；
Fig. 7 is the structural schematic diagram of steel pipe skeleton in the box compound shear wall embodiment two of the utility model rectangle steel；
Fig. 8 is the structure after steel pipe skeleton removal sealing plate in the box compound shear wall embodiment two of the utility model rectangle steel
Schematic diagram；
Fig. 9 is the overall structure figure of the box compound shear wall embodiment of the utility model rectangle steel three；
Figure 10 is the structural schematic diagram of steel pipe skeleton in the box compound shear wall embodiment three of the utility model rectangle steel；
Figure 11 is the knot after steel pipe skeleton removal sealing plate in the box compound shear wall embodiment three of the utility model rectangle steel
Structure schematic diagram.
Reference sign：
1-rectangle steel case, 11-floors, 2-concrete, 3-linear type steel plates.
Specific implementation mode
Embodiment one
The embodiment one of the box compound shear wall of the utility model rectangle steel is as shown in Figures 1 to 5, which includes steel
Cannon born frame, steel pipe skeleton include the multiple internode units being continuously arranged, and adjacent internode unit mutually welds, each internode unit
It is the rectangle steel case 1 of an one end open, floor 11 is welded in rectangle steel case 1, rectangle steel case 1 has parallel two
Long side and a short side, short side is perpendicular with long side, and the length of long side is 2 times of the length of short side, and floor 11 is welded on two
Between long side, and floor 11 and the weld of long side are located on the center line of long side, and floor 11 is parallel with short side, after welding
For rectangle steel case 1 similar to " door bolt " font of accumbency, multiple rectangle steel casees 1 after welding are also welded with sealing plate in exposed section, so that
Steel pipe skeleton becomes the enclosed construction with multiple inner cavities, and the section of each inner cavity is square, and each interior intracavitary pours
There is concrete 2, constitutes entire compound shear wall.
In the present embodiment, the thickness of rectangle steel case 1 is 6mm, and the thickness of the rectangle steel case 1 determines that it is thick according to requirement is calculated
Degree, the value usually within the scope of 4mm~8mm are mainly used for undertaking fill concrete in horizontal loads and constraint.Concrete
2 intensity form prefabricated steel pipe compound shear wall system according to determination is calculated with remaining component.
In the present embodiment, shear wall is "-" type wall, and sealing plate is the linear type steel plate 3 being arranged in wall end position, linear type
The equal length of the length and floor 11 of steel plate 3, linear type steel plate 3 and two long sides of the rectangle steel case 1 at wall end are mutually welded,
Linear type steel plate 3 is connected with the strong groove welding such as two long sides of the rectangle steel case 1 at wall end use.
Embodiment two
The embodiment two of the box compound shear wall of the utility model rectangle steel is as shown in Figure 6 to 8 and embodiment one is different
, which is L-type wall, and sealing plate is the linear type steel plate 3 being arranged in wall corner location, the length of linear type steel plate 3 with
The equal length of floor 11, linear type steel plate 3 and two long sides of the rectangle steel case 1 of wall corner are mutually welded.
In the present embodiment, linear type steel plate 3 is connected with the strong groove welding such as two long sides of the rectangle steel case 1 at wall end use
It connects.
Embodiment three
The embodiment three of the box compound shear wall of the utility model rectangle steel as shown in Figures 9 to 11 and embodiment one not
Be T-type wall with, the shear wall, sealing plate is the linear type steel plate 3 being arranged in wall end position, the length of linear type steel plate 3 with
The equal length of floor 11, linear type steel plate 3 and two long sides of the rectangle steel case 1 at wall end are mutually welded.
In the present embodiment, linear type steel plate 3 is connected with the strong groove welding such as two long sides of the rectangle steel case 1 at wall end use
It connects.
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 (7)
1. a kind of box compound shear wall of rectangle steel, it is characterised in that：The shear wall includes steel pipe skeleton, and steel pipe skeleton includes
The multiple internode units being continuously arranged, adjacent internode unit mutually weld, each internode unit is an one end open
Rectangle steel case (1), is welded with floor (11) in the rectangle steel case (1), and the rectangle steel case (1) has parallel two long
Side and a short side, short side is perpendicular with long side, and the length of long side is 2 times of the length of short side, and the floor (11) is welded on
Between two long sides, and floor (11) and the weld of long side are located on the center line of long side, the floor (11) and short side
Parallel, multiple rectangle steel casees (1) after welding are also welded with sealing plate in exposed section, so that steel pipe skeleton becomes with multiple
The section of the enclosed construction of inner cavity, each inner cavity is square, and each interior intracavitary has poured concrete (2), constitutes entire
Compound shear wall.
2. the box compound shear wall of rectangle steel according to claim 1, it is characterised in that：The shear wall is "-" type
Wall, the sealing plate are the linear type steel plate (3) being arranged in wall end position, the length of the length and floor (11) of linear type steel plate (3)
Spend equal, linear type steel plate (3) and two long sides of the rectangle steel case (1) at wall end are mutually welded.
3. the box compound shear wall of rectangle steel according to claim 2, it is characterised in that：The linear type steel plate (3)
It is connected with the strong groove welding such as two long sides of the rectangle steel case (1) at wall end use.
4. the box compound shear wall of rectangle steel according to claim 1, it is characterised in that：The shear wall is L-type wall, institute
It is the linear type steel plate (3) being arranged in wall corner location, the length phase of the length and floor (11) of linear type steel plate (3) to state sealing plate
Deng linear type steel plate (3) and two long sides of the rectangle steel case (1) of wall corner are mutually welded.
5. the box compound shear wall of rectangle steel according to claim 4, it is characterised in that：The linear type steel plate (3)
It is connected with the strong groove welding such as two long sides of the rectangle steel case (1) at wall end use.
6. the box compound shear wall of rectangle steel according to claim 1, it is characterised in that：The shear wall is T-type wall, institute
It is the linear type steel plate (3) being arranged in wall end position, the length phase of the length and floor (11) of linear type steel plate (3) to state sealing plate
Deng linear type steel plate (3) and two long sides of the rectangle steel case (1) at wall end are mutually welded.
7. the box compound shear wall of rectangle steel according to claim 6, it is characterised in that：The linear type steel plate (3)
It is connected with the strong groove welding such as two long sides of the rectangle steel case (1) at wall end use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820272202.5U CN208088575U (en) | 2018-02-26 | 2018-02-26 | A kind of box compound shear wall of rectangle steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820272202.5U CN208088575U (en) | 2018-02-26 | 2018-02-26 | A kind of box compound shear wall of rectangle steel |
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| Publication Number | Publication Date |
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| CN208088575U true CN208088575U (en) | 2018-11-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820272202.5U Active CN208088575U (en) | 2018-02-26 | 2018-02-26 | A kind of box compound shear wall of rectangle steel |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277905A (en) * | 2018-02-26 | 2018-07-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of rectangle steel |
| CN114086686A (en) * | 2021-11-04 | 2022-02-25 | 东南大学 | Welded light steel frame foamed concrete self-insulation shear wall system and construction method |
-
2018
- 2018-02-26 CN CN201820272202.5U patent/CN208088575U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277905A (en) * | 2018-02-26 | 2018-07-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of rectangle steel |
| CN114086686A (en) * | 2021-11-04 | 2022-02-25 | 东南大学 | Welded light steel frame foamed concrete self-insulation shear wall system and construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| 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 |