CN208088572U - A kind of double a few type rectangle steel tubular type compound shear walls - Google Patents
A kind of double a few type rectangle steel tubular type compound shear walls Download PDFInfo
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- CN208088572U CN208088572U CN201820272262.7U CN201820272262U CN208088572U CN 208088572 U CN208088572 U CN 208088572U CN 201820272262 U CN201820272262 U CN 201820272262U CN 208088572 U CN208088572 U CN 208088572U
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Abstract
The utility model discloses a kind of double a few type rectangle steel tubular type compound shear walls,Including steel pipe skeleton,Steel pipe skeleton includes the multiple internode units being continuously arranged,Adjacent internode unit mutually welds,Each internode unit includes the two blocks of steel folded plates mutually welded,The structure of two blocks of steel folded plates is identical,It is the folded plate for several fonts of the centre with open end that five isometric right-angle sides are continuously bent to form,It is oppositely arranged when two pieces of steel folded plate welding,The open end of two blocks of steel folded plates is located at both sides,The open end of two blocks of steel folded plates is welded with the steel connecting plate of linear type,Steel connecting plate blocks open end,Multiple internode units 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 double a few type squares in civil engineering
Shape steel pipe type compound shear wall, 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 double a few type rectangle steel tubular type compound shear walls, 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 double a few type rectangle steel tubular type combined shears
Wall, 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 includes two blocks of steel folded plates mutually welding, and the structure of two blocks of steel folded plates is identical,
It is the folded plate for several fonts of the centre with open end that five isometric right-angle sides are continuously bent to form, two pieces of steel folded plates welding
When it is oppositely arranged, the open end of two blocks of steel folded plates is located at both sides, and the open end of two blocks of steel folded plates is welded with linear type
Steel connecting plate, steel connecting plate block open end, and multiple internode units after welding are also welded with sealing plate in exposed section, so that steel
Cannon born is put up as the enclosed construction with multiple inner cavities, and the section of each inner cavity is square, it is each in intracavitary poured
Concrete 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 several by two " welding of the steel folded plate of type is combined into rectangular steel pipe and internal fill concrete composition vertical member beaer
System, the steel folded plate of two " several " types weld the rectangular steel pipe formation subelement being combined into and can be achieved between subelement by welding
It repeats to assemble, the concrete that bis- " several " type rectangular steel pipes can be filled internally is constrained.Bis- " several " type rectangular steel pipe combinations are cut
Power wall can give full play to concrete and steel construction advantage and the superior vertical member stress system of stress performance.
The thickness of the steel folded plate is 4mm~8mm.
The steel connecting plate is connected with the strong groove welding such as the open end of steel folded plate use.
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 that there are two isometric for the tool that is arranged in wall end position
The equilateral L-shaped end plate of right-angle side, the equal length of the length of side of L-shaped end plate and a right-angle side of steel folded plate, L-shaped end plate with it is adjacent
Steel folded plate mutually weld.
The L-shaped end plate is connected with strong groove weldings such as adjacent steel folded plate uses.
Structure two：The shear wall is L-type wall, and the sealing plate includes that there are two the equilateral L-shaped ends of isometric right-angle side for tool
Plate and linear type steel plate, L-shaped end plate setting is in wall end position and wall corner location, linear type steel plate setting
In wall corner location, the equal length of the length of side of L-shaped end plate and a right-angle side of steel folded plate, L-shaped end plate is rolled over adjacent steel
Plate mutually welds, and the structure of linear type steel plate is identical as the structure of steel connecting plate, linear type steel plate and adjacent steel folded plate phase
Welding.
The L-shaped end plate is connected with strong groove weldings such as adjacent steel folded plate uses, the linear type steel plate and phase
The strong groove welding such as adjacent steel folded plate use is connected.
Structure three：The shear wall is T-type wall, and the sealing plate includes that there are two the equilateral L-shaped ends of isometric right-angle side for tool
Plate and linear type steel plate, L-shaped end plate setting is in wall end position, and linear type steel plate setting is in wall turning position
It sets, the equal length of the length of side of L-shaped end plate and a right-angle side of steel folded plate, L-shaped end plate is mutually welded with adjacent steel folded plate, and one
The structure of font steel plate is identical as the structure of steel connecting plate, and linear type steel plate is mutually welded with adjacent steel folded plate.
The L-shaped end plate is connected with strong groove weldings such as adjacent steel folded plate uses, the linear type steel plate and phase
The strong groove welding such as adjacent steel folded plate use is connected.
It by bis- " several " type rectangular steel pipe compound shear walls of above-mentioned design, can get a desired effect, especially suitable for living
Residence is built 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 a few type rectangle steel tubular type compound shear wall embodiments of the utility model pair one；
Fig. 2 is the structural representation of steel pipe skeleton in the double a few type rectangle steel tubular type compound shear wall embodiments one of the utility model
Figure；
Fig. 3 is in the double a few type rectangle steel tubular type compound shear wall embodiments one of the utility model after steel pipe skeleton removal sealing plate
Structural schematic diagram；
Fig. 4 is the welding structure of internode unit in the double a few type rectangle steel tubular type compound shear wall embodiments one of the utility model
Schematic diagram；
Fig. 5 is the decomposition texture of internode unit in the double a few type rectangle steel tubular type compound shear wall embodiments one of the utility model
Schematic diagram；
Fig. 6 is the structural representation of steel folded plate in the double a few type rectangle steel tubular type compound shear wall embodiments one of the utility model
Figure；
Fig. 7 is the structural representation of L-shaped end plate in the double a few type rectangle steel tubular type compound shear wall embodiments one of the utility model
Figure；
Fig. 8 is the overall structure figure of a few type rectangle steel tubular type compound shear wall embodiments of the utility model pair two；
Fig. 9 is the structural representation of steel pipe skeleton in the double a few type rectangle steel tubular type compound shear wall embodiments two of the utility model
Figure；
Figure 10 is steel pipe skeleton removal sealing plate in the double a few type rectangle steel tubular type compound shear wall embodiments two of the utility model
Structural schematic diagram afterwards；
Figure 11 is the structure of linear type steel plate in the double a few type rectangle steel tubular type compound shear wall embodiments two of the utility model
Schematic diagram；
Figure 12 is the overall structure figure of a few type rectangle steel tubular type compound shear wall embodiments of the utility model pair three；
Figure 13 is that the structure of steel pipe skeleton in the double a few type rectangle steel tubular type compound shear wall embodiments three of the utility model is shown
It is intended to；
Figure 14 is steel pipe skeleton removal sealing plate in the double a few type rectangle steel tubular type compound shear wall embodiments three of the utility model
Structural schematic diagram afterwards.
Reference sign：
1-steel folded plate, 11-steel connecting plates,
2-concrete, 3-L-shaped end plates, 4-linear type steel plates.
Specific implementation mode
Embodiment one
The embodiment one of the double a few type rectangle steel tubular type compound shear walls of the utility model is as shown in Figures 1 to 7, the shear wall
Including steel pipe skeleton, steel pipe skeleton includes the multiple internode units being continuously arranged, and adjacent internode unit mutually welds, each section
Between unit include two blocks of steel folded plates 1 mutually welding, the structure of two blocks of steel folded plates 1 is identical, is that five isometric right-angle sides connect
The continuous centre being bent to form has the folded plate of several fonts of open end, i.e. steel folded plate 1 is " several " type, each internode unit is two
The steel folded plate weld assembly of a " several " types, two blocks of steel folded plates 1 are oppositely arranged when welding, and position is distinguished in the open end of two blocks of steel folded plates 1
In both sides, the open end of two blocks of steel folded plates 1 is welded with the steel connecting plate 11 of linear type, and steel connecting plate 11 blocks open end, weldering
Multiple internode units after connecing also are welded with sealing plate in exposed section, so that steel pipe skeleton 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 thickness of steel folded plate 1 is 6mm, and the thickness of the steel folded plate 1 determines its thickness according to requirement is calculated,
The value usually within the scope of 4mm~8mm is mainly used for undertaking fill concrete in horizontal loads and constraint.Steel connecting plate
11 are connected with the strong groove welding such as the open end of steel folded plate 1 use.2 intensity of concrete is according to determination is calculated, with remaining component shape
At prefabricated steel pipe compound shear wall system.
In the present embodiment, shear wall is "-" type wall, and sealing plate is that there are two isometric right angles for the tool that is arranged in wall end position
The equilateral L-shaped end plate 3 on side, the equal length of the length of side of L-shaped end plate 3 and a right-angle side of steel folded plate 1, L-shaped end plate 3 with it is adjacent
Steel folded plate 1 using etc. strong groove welding be connected.
Embodiment two
The embodiment two of the double a few type rectangle steel tubular type compound shear walls of the utility model is as shown in Figs. 8 to 11, and implements
Unlike example one, shear wall is L-type wall, and sealing plate includes that there are two 3 and one words of equilateral L-shaped end plate of isometric right-angle side for tool
Shape steel plate 4, the setting of L-shaped end plate 3 are arranged in wall end position and wall corner location, linear type steel plate 4 at wall corner location, L-shaped end
The equal length of the length of side of plate 3 and a right-angle side of steel folded plate 1, L-shaped end plate 3 are welded with adjacent 1 phase of steel folded plate, linear type
The structure of steel plate 4 is identical as the structure of steel connecting plate 11, and linear type steel plate 4 is welded with adjacent 1 phase of steel folded plate.
In the present embodiment, L-shaped end plate 3 and adjacent steel folded plate 1 using etc. strong groove welding be connected, linear type steel plate 4 with
The strong groove welding such as the adjacent use of steel folded plate 1 is connected.
Embodiment three
The embodiment three of the double a few type rectangle steel tubular type compound shear walls of the utility model is as shown in Figure 12 to Figure 14, and implements
Unlike example one, shear wall is T-type wall, and sealing plate includes that there are two 3 and one words of equilateral L-shaped end plate of isometric right-angle side for tool
Shape steel plate 4, the setting of L-shaped end plate 3 are arranged in wall end position, linear type steel plate 4 in wall corner location, the length of side and steel of L-shaped end plate 3
The equal length of one right-angle side of folded plate 1, L-shaped end plate 3 and adjacent 1 phase of steel folded plate are welded, the structure of linear type steel plate 4 with
The structure of steel connecting plate 11 is identical, and linear type steel plate 4 is welded with adjacent 1 phase of steel folded plate.
In the present embodiment, L-shaped end plate 3 and adjacent steel folded plate 1 using etc. strong groove welding be connected, linear type steel plate 4 with
The strong groove welding such as the adjacent use of steel folded plate 1 is connected.
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 (9)
1. a kind of double a few type rectangle steel tubular type compound shear walls, it is characterised in that：The shear wall includes steel pipe skeleton, steel pipe bone
Frame includes the multiple internode units being continuously arranged, and adjacent internode unit mutually welds, each internode unit includes mutually welding
Two pieces of steel folded plates (1), the structure of two pieces of steel folded plates (1) is identical, is during five isometric right-angle sides are continuously bent to form
Between several fonts with open end folded plate, oppositely arranged, the open end of two pieces of steel folded plates (1) when the welding of two pieces of steel folded plates (1)
Both sides are located at, the open end of two pieces of steel folded plates (1) is welded with the steel connecting plate (11) of linear type, steel connecting plate (11) envelope
Stifled open end, multiple internode units 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. double a few type rectangle steel tubular type compound shear walls according to claim 1, it is characterised in that：The steel folded plate (1)
Thickness be 4mm~8mm.
3. double a few type rectangle steel tubular type compound shear walls according to claim 1, it is characterised in that：The steel connecting plate
(11) it is connected with the strong groove welding such as the open end of steel folded plate (1) use.
4. double a few type rectangle steel tubular type compound shear walls according to any one of claims 1 to 3, it is characterised in that：It is described
Shear wall is "-" type wall, and the sealing plate is the tool in wall end position to be arranged there are two the equilateral L-shaped end plates of isometric right-angle side
(3), the equal length of the length of side of L-shaped end plate (3) and a right-angle side of steel folded plate (1), L-shaped end plate (3) are rolled over adjacent steel
Plate (1) mutually welds.
5. double a few type rectangle steel tubular type compound shear walls according to claim 4, it is characterised in that：The L-shaped end plate
(3) it is connected with strong groove weldings such as adjacent steel folded plate (1) uses.
6. double a few type rectangle steel tubular type compound shear walls according to any one of claims 1 to 3, it is characterised in that：It is described
Shear wall is L-type wall, and the sealing plate includes that there are two the equilateral L-shaped end plate (3) of isometric right-angle side and linear type steel plates for tool
(4), the L-shaped end plate (3) setting is turned in wall end position and wall corner location, the linear type steel plate (4) setting in wall
Angle Position, the equal length of the length of side of L-shaped end plate (3) and a right-angle side of steel folded plate (1), L-shaped end plate (3) and adjacent steel
Folded plate (1) mutually welds, and the structure of linear type steel plate (4) is identical as the structure of steel connecting plate (11), linear type steel plate (4) with
Adjacent steel folded plate (1) mutually welds.
7. double a few type rectangle steel tubular type compound shear walls according to claim 6, it is characterised in that：The L-shaped end plate
(3) it is connected with strong groove weldings such as adjacent steel folded plate (1) uses, the linear type steel plate (4) and adjacent steel folded plate (1)
Using etc. strong groove welding be connected.
8. double a few type rectangle steel tubular type compound shear walls according to any one of claims 1 to 3, it is characterised in that：It is described
Shear wall is T-type wall, and the sealing plate includes that there are two the equilateral L-shaped end plate (3) of isometric right-angle side and linear type steel plates for tool
(4), the L-shaped end plate (3) setting is arranged in wall end position, the linear type steel plate (4) at wall corner location, L-shaped end
The equal length of the length of side of plate (3) and a right-angle side of steel folded plate (1), L-shaped end plate (3) are mutually welded with adjacent steel folded plate (1)
It connects, the structure of linear type steel plate (4) is identical as the structure of steel connecting plate (11), and linear type steel plate (4) is rolled over adjacent steel
Plate (1) mutually welds.
9. double a few type rectangle steel tubular type compound shear walls according to claim 8, it is characterised in that：The L-shaped end plate
(3) it is connected with strong groove weldings such as adjacent steel folded plate (1) uses, the linear type steel plate (4) and adjacent steel folded plate (1)
Using etc. strong groove welding be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820272262.7U CN208088572U (en) | 2018-02-26 | 2018-02-26 | A kind of double a few type rectangle steel tubular type compound shear walls |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820272262.7U CN208088572U (en) | 2018-02-26 | 2018-02-26 | A kind of double a few type rectangle steel tubular type compound shear walls |
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| Publication Number | Publication Date |
|---|---|
| CN208088572U true CN208088572U (en) | 2018-11-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820272262.7U Active CN208088572U (en) | 2018-02-26 | 2018-02-26 | A kind of double a few type rectangle steel tubular type compound shear walls |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610697A (en) * | 2019-01-19 | 2019-04-12 | 太空智造股份有限公司 | One kind assembly of shear wall structure as made of steel plate and shaped steel combination |
| CN113089885A (en) * | 2021-03-25 | 2021-07-09 | 浙江大学 | Light-duty combination shear wall of cold-formed steel |
-
2018
- 2018-02-26 CN CN201820272262.7U patent/CN208088572U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610697A (en) * | 2019-01-19 | 2019-04-12 | 太空智造股份有限公司 | One kind assembly of shear wall structure as made of steel plate and shaped steel combination |
| CN113089885A (en) * | 2021-03-25 | 2021-07-09 | 浙江大学 | Light-duty combination shear wall of cold-formed steel |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200113 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 |
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| TR01 | Transfer of patent right |