CN108277905A - A kind of box compound shear wall of rectangle steel - Google Patents
A kind of box compound shear wall of rectangle steel Download PDFInfo
- Publication number
- CN108277905A CN108277905A CN201810159333.7A CN201810159333A CN108277905A CN 108277905 A CN108277905 A CN 108277905A CN 201810159333 A CN201810159333 A CN 201810159333A CN 108277905 A CN108277905 A CN 108277905A
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- China
- Prior art keywords
- rectangle steel
- wall
- shear wall
- rectangle
- steel
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Classifications
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- 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
- E04B2/62—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 the members being formed of two or more elements in side-by-side relationship
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention 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 invention belongs to a kind of assembled combined structure systems, in particular to a kind of box group of rectangle steel in civil engineering
Combination shearing 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.
Invention content
The object of the present invention is to provide a kind of box compound shear wall of rectangle steel, which makes letter
Single, quick construction can give full play to concrete and the respective advantage of steel construction.
The above-mentioned purpose of the present invention is achieved through the following technical solutions：A kind of box compound shear wall of rectangle steel, feature
It is：The shear wall includes steel pipe skeleton, and steel pipe skeleton includes the multiple internode units being continuously arranged, adjacent internode unit
It mutually welds, each internode unit is the rectangle steel case of an one end open, and floor is welded in the rectangle steel case, described
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 the length of short side
2 times of degree, 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, institute
The floor stated 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
As the enclosed construction with multiple inner cavities, the section of each inner cavity is square, and each interior intracavitary has poured concrete,
Constitute entire compound shear wall.
The compound shear wall of the present invention can solve the problem in current prefabricated concrete structure and steel construction, pass through
The rectangle steel case welding of multiple " door bolt " fonts is combined into steel pipe skeleton and internal fill concrete forms vertical member beaer
System, rectangle steel box-shaped can be achieved to repeat to assemble between subelement and subelement by welding, and the rectangle steel case of " door bolt " font can
The concrete internally filled is constrained.The box compound shear wall of the rectangle steel can give full play to concrete and steel construction advantage simultaneously
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 present invention, 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 invention has the advantages that：
(1) compound shear wall structural elements of the invention is not only used as vertical supporting member, but also as lateral resistant member.Combination
Shear wall structure stress performance is excellent, and wall section size is smaller, and then improves the utilization rate of space, mitigates structure certainly
Weight reduces earthquake sheet.
(2) compound shear wall structural elements of the invention 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 ensured,
It is a large amount of to save manually.
(3) of the invention relative to remaining compound wall structure, rectangular steel pipe cooperates with concrete, and compound action can
It leans on, overall structure resistance to compression, bending resistance and shear-carrying capacity are high.
Description of the drawings
The present invention 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 rectangle steel of the present invention one；
Fig. 2 is the structural schematic diagram of steel pipe skeleton in the box compound shear wall embodiment one of rectangle steel of the present invention；
Fig. 3 is the structural representation after steel pipe skeleton removal sealing plate in the box compound shear wall embodiment one of rectangle steel of the present invention
Figure；
Fig. 4 is the structural schematic diagram of internode unit in the box compound shear wall embodiment one of rectangle steel of the present invention；
Fig. 5 is the structural schematic diagram of linear type steel plate in the box compound shear wall embodiment one of rectangle steel of the present invention；
Fig. 6 is the overall structure figure of the box compound shear wall embodiment of rectangle steel of the present invention two；
Fig. 7 is the structural schematic diagram of steel pipe skeleton in the box compound shear wall embodiment two of rectangle steel of the present invention；
Fig. 8 is the structural representation after steel pipe skeleton removal sealing plate in the box compound shear wall embodiment two of rectangle steel of the present invention
Figure；
Fig. 9 is the overall structure figure of the box compound shear wall embodiment of rectangle steel of the present invention three；
Figure 10 is the structural schematic diagram of steel pipe skeleton in the box compound shear wall embodiment three of rectangle steel of the present invention；
Figure 11 is that the structure in the box compound shear wall embodiment three of rectangle steel of the present invention after steel pipe skeleton removal sealing plate is shown
It is intended to.
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 rectangle steel of the present invention is as shown in Figures 1 to 5, which includes steel pipe bone
Frame, steel pipe skeleton include the multiple internode units being continuously arranged, and adjacent internode unit mutually welds, each internode unit is
The rectangle steel case 1 of one one end open, floor 11 is welded in rectangle steel case 1, and rectangle steel case 1 has two parallel long sides
With 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 long sides
Between, and floor 11 and the weld of long side are located on the center line of long side, floor 11 is parallel with short side, the rectangle after welding
Steel case 1 is similar to " door bolt " font of accumbency, and 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 has poured mixed
Solidifying soil 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 rectangle steel of the present invention is as shown in Figure 6 to 8 and embodiment one is different
It is that the shear wall is L-type wall, and sealing plate is the linear type steel plate 3 being arranged in wall corner location, the length and rib of linear type steel plate 3
The equal length of plate 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 rectangle steel of the present invention is as shown in Figures 9 to 11 and embodiment one is different
It is that the shear wall is T-type wall, and sealing plate is the linear type steel plate 3 being arranged in wall end position, the length and floor of linear type steel plate 3
11 equal length, 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.
The above embodiment of the present invention is not limiting the scope of the present invention, and embodiments of the present invention are not limited to
This, all this kind the above according to the present invention is not departing from this according to the ordinary technical knowledge and customary means of this field
Under the premise of inventing above-mentioned basic fundamental thought, modification, replacement or change to other diversified forms that above structure of the present invention is made
More, it should all fall within the scope and spirit of the invention.
Claims (8)
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 thickness of the rectangle steel case (1)
Degree is 4mm~8mm.
3. the box compound shear wall of rectangle steel according to claim 1 or 2, it is characterised in that：The shear wall is a word
Type wall, the sealing plate are the linear type steel plate (3) being arranged in wall end position, length and the floor (11) of linear type steel plate (3)
Equal length, linear type steel plate (3) and two long sides of the rectangle steel case (1) at wall end are mutually welded.
4. the box compound shear wall of rectangle steel according to claim 3, 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.
5. the box compound shear wall of rectangle steel according to claim 1 or 2, it is characterised in that：The shear wall is L-type
Wall, the sealing plate are the linear type steel plate (3) being arranged in wall corner location, length and the floor (11) of linear type steel plate (3)
Equal length, linear type steel plate (3) and two long sides of the rectangle steel case (1) of wall corner are mutually welded.
6. the box compound shear wall of rectangle steel according to claim 5, 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.
7. the box compound shear wall of rectangle steel according to claim 1 or 2, it is characterised in that：The shear wall is T-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.
8. the box compound shear wall of rectangle steel according to claim 7, 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 |
|---|---|---|---|
| CN201810159333.7A CN108277905A (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 |
|---|---|---|---|
| CN201810159333.7A CN108277905A (en) | 2018-02-26 | 2018-02-26 | A kind of box compound shear wall of rectangle steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108277905A true CN108277905A (en) | 2018-07-13 |
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ID=62808641
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810159333.7A Pending CN108277905A (en) | 2018-02-26 | 2018-02-26 | A kind of box compound shear wall of rectangle steel |
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| Country | Link |
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| CN (1) | CN108277905A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440971A (en) * | 2018-09-28 | 2019-03-08 | 中国建筑第八工程局有限公司 | The combined special-shaped skeleton of the wide limb of soldering-free type |
| CN109723167A (en) * | 2018-12-21 | 2019-05-07 | 山东大学 | A kind of fabricated concrete filled steel tube edge constraint overlapped shear wall combination |
| CN112160479A (en) * | 2020-09-21 | 2021-01-01 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
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| CN105756244A (en) * | 2016-04-18 | 2016-07-13 | 石柏林 | Double-steel-plate shear wall combined structure |
| CN206385682U (en) * | 2016-12-18 | 2017-08-08 | 浙江绿筑集成科技有限公司 | A kind of modular steel plate combined shear wall being made up of rectangular steel pipe and C-type steel |
| CN206987110U (en) * | 2017-06-28 | 2018-02-09 | 黄斌斌 | A kind of shear wall, its structure building system and its rigid joint with girder steel |
| CN208088575U (en) * | 2018-02-26 | 2018-11-13 | 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 |
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2018
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Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP3079805U (en) * | 2001-02-23 | 2001-08-31 | 永裕興業股▲ふん▼有限公司 | Wall structure |
| CN203834802U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure with L-shaped web plate arranged in staggered mode |
| CN203834804U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables |
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| CN206385682U (en) * | 2016-12-18 | 2017-08-08 | 浙江绿筑集成科技有限公司 | A kind of modular steel plate combined shear wall being made up of rectangular steel pipe and C-type steel |
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| CN208088575U (en) * | 2018-02-26 | 2018-11-13 | 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 |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440971A (en) * | 2018-09-28 | 2019-03-08 | 中国建筑第八工程局有限公司 | The combined special-shaped skeleton of the wide limb of soldering-free type |
| CN109440971B (en) * | 2018-09-28 | 2020-05-22 | 中国建筑第八工程局有限公司 | Welding-free wide-limb combined special-shaped framework |
| CN109723167A (en) * | 2018-12-21 | 2019-05-07 | 山东大学 | A kind of fabricated concrete filled steel tube edge constraint overlapped shear wall combination |
| CN109723167B (en) * | 2018-12-21 | 2024-03-05 | 山东大学 | Assembled steel pipe concrete edge constraint superimposed shear wall combination |
| CN112160479A (en) * | 2020-09-21 | 2021-01-01 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
| CN112160479B (en) * | 2020-09-21 | 2021-05-11 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
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