CN110905101A - Ductile steel plate composite shear wall - Google Patents
Ductile steel plate composite shear wall Download PDFInfo
- Publication number
- CN110905101A CN110905101A CN201811072229.0A CN201811072229A CN110905101A CN 110905101 A CN110905101 A CN 110905101A CN 201811072229 A CN201811072229 A CN 201811072229A CN 110905101 A CN110905101 A CN 110905101A
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- wall
- steel
- bar truss
- steel bar
- triangular
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 94
- 239000010959 steel Substances 0.000 title claims abstract description 94
- 239000002131 composite material Substances 0.000 title claims description 8
- 150000001875 compounds Chemical class 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 15
- 230000009286 beneficial effect Effects 0.000 abstract description 5
- 238000003466 welding Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a ductile steel plate combined shear wall which comprises wall steel plates, square pipes and a triangular steel bar truss structure, wherein the square pipes are connected to two sides of each wall steel plate, one side of each square pipe is connected with the side edge of each wall steel plate in a welding mode, the wall steel plates and the square pipes are combined into a shear wall box body, the triangular steel bar truss structure is located inside the box body, and two ends of the triangular steel bar truss structure are fixedly connected with the inner walls of the wall steel plates. This practicality is through adopting concreting in the structure of the triangle steel bar truss structure in the shear force wall box that wall body steel sheet and square tube make up, its holistic bearing capacity of increase that can be great and anti-seismic performance to whole in order to adopt the construction method of assembling the back and pouring, make its preparation combination shear wall in the construction, brought very big convenience for the construction, thereby had and saved artificial beneficial effect.
Description
Technical Field
The invention relates to the technical field of steel structures, in particular to a ductile steel plate composite shear wall.
Background
The construction quality of the wall body is particularly important in building and house construction, an earthquake-resistant and durable wall body building is a technology which is continuously researched in the building construction industry due to frequent earthquakes in some areas in recent years in China, the existing building wall body has great earthquake resistance, particularly the outer steel plate-coated hybrid shear wall body has excellent earthquake resistance, bearing capacity and durability, the existing wall body is often heavy to manufacture in order to increase the bearing capacity and the earthquake resistance, the defects of complex manufacturing process, production labor waste and the like exist, and the problem that the wall body is difficult to transport and use after being manufactured is solved. Therefore, the ductile steel plate composite shear wall is provided.
Disclosure of Invention
In view of the above, the present invention provides a ductile steel plate composite shear wall, which is fabricated while constructing by using a construction method of assembling and then pouring, thereby providing great convenience to the construction and solving the problems of the prior art
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model relates to a ductility steel sheet compound shear wall, including wall body steel sheet, square pipe and triangle steel bar truss structure, wall body steel sheet both sides are connected with square pipe, and just square pipe one side is welded connection with the side of wall body steel sheet, wall body steel sheet and square pipe make up into a shear force wall box, triangle steel bar truss structure is located inside the box, and both ends and wall body steel sheet inner wall fixed connection.
Preferably, the triangular steel bar truss structure is composed of a triangular steel bar truss and tie steel bars.
Preferably, the tie bars are provided with vertical tie bars and transverse tie bars.
Preferably, the triangular steel bar truss is connected with the vertical tie steel bars and the transverse tie steel bars in a triangular structure in a staggered manner.
The invention has the beneficial effects that:
concrete is poured in the structure of the triangular steel bar truss structure in the shear wall box body formed by combining the wall steel plates and the square tubes, the whole bearing capacity and the anti-seismic performance of the shear wall box body can be greatly improved, and the shear wall is integrally manufactured in a construction mode of adopting assembly and then pouring, so that great convenience is brought to construction, and the beneficial effect of saving labor is achieved.
The invention relates to a ductile steel plate combined shear wall which comprises a wall body steel plate, square pipes and a triangular steel bar truss structure, wherein the square pipes are connected to two sides of the wall body steel plate, one side of each square pipe is in welded connection with the side edge of the wall body steel plate, the wall body steel plate and the square pipes are combined into a shear wall box body, the triangular steel bar truss structure is positioned in the box body, and two ends of the triangular steel bar truss structure are fixedly connected with the inner wall of the wall body steel plate.
Furthermore, the triangular steel bar truss structure is composed of a triangular steel bar truss and a tie steel bar, and the tie steel bar is provided with a vertical tie steel bar and a transverse tie steel bar. Through the project organization of this scheme, pour concrete in the structure through the triangular steel bar truss structure in the shear wall box that the wall body steel sheet and square pipe make up into, its holistic bearing capacity of increase that can be great and anti-seismic performance to whole in order to adopt the construction method of assembling the back and pouring, make its preparation combination shear wall in the construction, brought very big convenience for the construction, thereby had the beneficial effect of saving the manual work.
Furthermore, the triangular steel bar truss is connected with the vertical tie steel bars and the transverse tie steel bars in a triangular structure in a staggered manner. This design has played further and has consolidated and strengthen the whole bearing of shear force wall and have closed antidetonation effect.
Drawings
In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present invention, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic diagram of the overall top view structure of the present invention;
fig. 3 is a schematic structural view of a triangular steel bar truss according to the present invention.
In the figure: 1. the steel plate concrete wall comprises wall steel plates, 2-square tubes, 3-triangular steel bar truss structures, 4-triangular steel bar trusses, 5-tie steel bars, 51-vertical tie steel bars and 52-transverse tie steel bars.
Detailed Description
The invention is further described below with reference to the figures and examples.
As shown in fig. 1 to 3, a ductility steel sheet compound shear wall, including wall body steel sheet 1, square pipe 2 and triangle steel bar truss structure 3, 1 both sides of wall body steel sheet are connected with square pipe 2, and just square pipe 2 one side is welded connection with wall body steel sheet 1's side, wall body steel sheet 1 and square pipe 2 make up into a shear force wall box, triangle steel bar truss structure 3 is located inside the box, and both ends and 1 inner wall fixed connection of wall body steel sheet.
According to the ductile steel plate combined shear wall, concrete is poured in the structure of the triangular steel bar truss structure in the shear wall box body formed by combining the wall steel plates and the square tubes, so that the whole bearing capacity and the whole anti-seismic performance of the shear wall can be greatly improved, and the combined shear wall is manufactured while construction is carried out in a construction mode of adopting the assembly and then pouring, so that great convenience is brought to construction, and the beneficial effect of saving labor is achieved.
The triangular steel bar truss structure 3 is composed of a triangular steel bar truss 4 and tie steel bars 5.
Wherein, the tie bar 5 is provided with a vertical tie bar 51 and a horizontal tie bar 52.
The triangular steel bar truss 4 is connected with the vertical tie bars 51 and the transverse tie bars 52 in a triangular structure in a staggered manner.
Finally, the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and other modifications or equivalent substitutions made by the technical solutions of the present invention by those of ordinary skill in the art should be covered within the scope of the claims of the present invention as long as they do not depart from the spirit and scope of the technical solutions of the present invention.
Claims (4)
1. The utility model provides a ductility steel sheet compound shear wall, includes wall body steel sheet (1), square pipe (2) and triangle steel bar truss structure (3), its characterized in that: wall body steel sheet (1) both sides are connected with square pipe (2), and square pipe (2) one side is welded connection with the side of wall body steel sheet (1), wall body steel sheet (1) and square pipe (2) make up into a shear force wall box, triangle steel bar truss structure (3) are located inside the box, and both ends and wall body steel sheet (1) inner wall fixed connection.
2. The ductile steel plate composite shear wall of claim 1, wherein: the triangular steel bar truss structure (3) is composed of a triangular steel bar truss (4) and tie steel bars (5).
3. The ductile steel plate composite shear wall of claim 2, wherein: the tie bars (5) are provided with vertical tie bars (51) and transverse tie bars (52).
4. A ductile steel plate composite shear wall according to claims 2 and 3, wherein: the triangular steel bar truss (4) is connected with the vertical tie steel bars (51) and the transverse tie steel bars (52) in a triangular structure in a staggered manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811072229.0A CN110905101A (en) | 2018-09-14 | 2018-09-14 | Ductile steel plate composite shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811072229.0A CN110905101A (en) | 2018-09-14 | 2018-09-14 | Ductile steel plate composite shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110905101A true CN110905101A (en) | 2020-03-24 |
Family
ID=69812359
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811072229.0A Pending CN110905101A (en) | 2018-09-14 | 2018-09-14 | Ductile steel plate composite shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110905101A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102704593A (en) * | 2012-05-25 | 2012-10-03 | 北京工业大学 | Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method |
| CN103711233A (en) * | 2013-12-30 | 2014-04-09 | 北京工业大学 | Reinforced concrete-filled steel tube frame steel plate composite shear wall with built-in concealed bracings and manufacturing method |
| CN104929281A (en) * | 2015-06-25 | 2015-09-23 | 哈尔滨工业大学 | Steel bar truss stiffened steel concrete composite shear wall |
| US20160348366A1 (en) * | 2006-02-10 | 2016-12-01 | Hi-Tech Tilt Intellectual Property Management, Inc. | Structural stud |
| US20170121976A1 (en) * | 2010-10-11 | 2017-05-04 | Michael Neumayr | Modular wall system with integrated channels |
| CN206784661U (en) * | 2017-05-26 | 2017-12-22 | 中国建筑东北设计研究院有限公司 | The steel plate concrete combined shear wall of steel plate built in the middle part of the outsourcing of end |
| CN209509242U (en) * | 2018-09-14 | 2019-10-18 | 天津东南钢结构有限公司 | A kind of ductility steel plate combined shear wall |
-
2018
- 2018-09-14 CN CN201811072229.0A patent/CN110905101A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20160348366A1 (en) * | 2006-02-10 | 2016-12-01 | Hi-Tech Tilt Intellectual Property Management, Inc. | Structural stud |
| US20170121976A1 (en) * | 2010-10-11 | 2017-05-04 | Michael Neumayr | Modular wall system with integrated channels |
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102704593A (en) * | 2012-05-25 | 2012-10-03 | 北京工业大学 | Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method |
| CN103711233A (en) * | 2013-12-30 | 2014-04-09 | 北京工业大学 | Reinforced concrete-filled steel tube frame steel plate composite shear wall with built-in concealed bracings and manufacturing method |
| CN104929281A (en) * | 2015-06-25 | 2015-09-23 | 哈尔滨工业大学 | Steel bar truss stiffened steel concrete composite shear wall |
| CN206784661U (en) * | 2017-05-26 | 2017-12-22 | 中国建筑东北设计研究院有限公司 | The steel plate concrete combined shear wall of steel plate built in the middle part of the outsourcing of end |
| CN209509242U (en) * | 2018-09-14 | 2019-10-18 | 天津东南钢结构有限公司 | A kind of ductility steel plate combined shear wall |
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