CN109024988A - A kind of double-layer plate shear wall structure put more energy into close rib being easily installed - Google Patents
A kind of double-layer plate shear wall structure put more energy into close rib being easily installed Download PDFInfo
- Publication number
- CN109024988A CN109024988A CN201810983418.7A CN201810983418A CN109024988A CN 109024988 A CN109024988 A CN 109024988A CN 201810983418 A CN201810983418 A CN 201810983418A CN 109024988 A CN109024988 A CN 109024988A
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- China
- Prior art keywords
- energy
- shear wall
- close rib
- crimping
- steel plate
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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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
-
- 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
Abstract
The invention discloses a kind of double-layer plate shear wall structures put more energy into close rib being easily installed, including shear wall frame and bilayer zone crimping steel plate；Bilayer zone crimping steel plate is located in shear wall frame, crimping with crimping steel plate upper end is fixed on the upside of shear wall frame by the first wallboard bolt, crimping with crimping steel plate lower end is fixed on the downside of shear wall frame by the second wallboard bolt, each layer is respectively arranged with that the first close rib puts more energy into system and the second close rib is put more energy into system on the lateral surface with crimping steel plate, split bolt sequentially passes through the first close rib and puts more energy into system, first layer band crimping steel plate, second layer band crimping steel plate and the second close rib system of putting more energy into put more energy into the first close rib system, first layer band crimping steel plate, second layer band crimping steel plate and the second close rib system of putting more energy into are connected, the anti-side rigidity of the shear wall structure is higher, and flexing deformation and sound of beating a drum outside plane are not susceptible under horizontal loading and geological process.
Description
Technical field
The invention belongs to construction engineering technical fields, are related to a kind of double-layer plate shearing put more energy into close rib being easily installed
Wall construction.
Background technique
With steel building industries standardization, greenization and industrialized continuous popularization, steel building is light because having
The advantages that matter is high-strength, short construction period, good and environmentally protective anti-seismic performance, so that steel building has obtained a large amount of application,
Wherein steel plate shear force wall architecture is applied to high-rise, super high rise structure because having preferable anti-side rigidity and energy dissipation capacity
In.But traditional non-stiffened steel plate shear wall is usually single layer, and plane easily occurs under horizontal loading and seismic loading
Outer deflection deformation, with sound of beating a drum, seriously affected the comfort level of normal use.And it places an order in larger earthquake load action
The anti-side rigidity that the non-stiffened steel plate shear wall of layer provides is limited, is not suitable for span and the biggish high-rise and super high rise structure of height
In.
Summary of the invention
It is an object of the invention to overcome the above-mentioned prior art, provide it is a kind of be easily installed put more energy into close rib
Double-layer plate shear wall structure, the anti-side rigidity of the shear wall structure is higher, and under horizontal loading and geological process not
The outer flexing deformation of plane and sound of beating a drum easily occurs.
In order to achieve the above objectives, the double-layer plate shear wall structure packet of the present invention that put more energy into close rib being easily installed
Include shear wall frame and bilayer zone crimping steel plate；
Bilayer zone crimping steel plate is located in shear wall frame, and the crimping with crimping steel plate upper end is solid by the first wallboard bolt
Due to the upside of shear wall frame, the crimping with crimping steel plate lower end is fixed under shear wall frame by the second wallboard bolt
On side, each layer is respectively arranged with that the first close rib puts more energy into system and the second close rib is put more energy into system on the lateral surface with crimping steel plate, right
Draw the close rib of screw bolt passes first put more energy into system, first layer band crimping steel plate, the second layer band crimping steel plate and the second close rib add
Strength system puts more energy into put more energy into system, first layer band crimping steel plate, second layer band crimping steel plate and the second close rib of the first close rib system
It is connected.
Each layer is provided with head plate with the left and right ends of crimping steel plate.
Crimping with crimping steel plate left end is fixed on the left side of shear wall frame, band crimping steel plate by third wallboard bolt
The crimping of right end is fixed on the right side of shear wall frame by the 4th wallboard bolt.
First close rib puts more energy into system and the second close rib system of putting more energy into is grid type structure.
Shear wall frame is spliced by two Steel Frame Columns and two steel-frame beams.
First close rib puts more energy into system and the second close rib puts more energy into system by several square steel pipes, angle splice joint box pipe or slot
Steel splicing box pipe is spliced.
Two Steel Frame Columns and two steel-frame beams are H profile steel, and the first wallboard bolt passes through the wing of a steel-frame beam
Edge, the second wallboard bolt pass through the edge of a wing of another steel-frame beam, and third wallboard bolt passes through the edge of a wing of a Steel Frame Column, the
Four wallboard bolts pass through the edge of a wing of another Steel Frame Column.
The invention has the following advantages:
The double-layer plate shear wall structure of the present invention that put more energy into close rib being easily installed is used when specific operation
Bilayer zone crimping steel plate, while being respectively arranged with the first close rib on the lateral surface of bilayer zone crimping steel plate and putting more energy into system and second close
Rib is put more energy into system, and put more energy into system, first layer band crimping steel plate, second layer band crimping steel plate and the second close rib of the first close rib is put more energy into
System is connected by split bolt, and to improve the anti-side rigidity of double-layer plate shear wall structure, operative constraint double-layer plate is cut
The deformity out of plane of power wall construction and the sound of beating a drum.In addition, the present invention is realized by the first wallboard bolt and the second wallboard bolt
The connection of double-layer plate shear wall structure and shear wall frame, installation difficulty and construction fussy degree are lower, meet Fast Installation
Industrialization demand, high-rise, super high-rise steel plate shear wall structure system can be suitable for.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of embodiment one；
Fig. 2 is the main view of embodiment one；
Fig. 3 is the structural schematic diagram of bilayer zone crimping steel plate 3 in embodiment one；
Fig. 4 is that the first close rib is put more energy into the structural schematic diagram of system 4 in the present invention；
Fig. 5 is the structural schematic diagram of embodiment two；
Fig. 6 is the main view of embodiment two；
Fig. 7 is the structural schematic diagram of bilayer zone crimping steel plate 3 in embodiment two；
Fig. 8 is that first close rib is put more energy into the structural schematic diagram of system 4 in embodiment two；
Fig. 9 is the structural schematic diagram of square steel pipe；
Figure 10 is the structural schematic diagram of angle splice joint box pipe；
Figure 11 is the structural schematic diagram that channel steel splices box pipe.
Wherein, 1 be Steel Frame Column, 2 be steel-frame beam, 3 be band crimping steel plate, 4 be the first close rib put more energy into system, 5 be the
Two wallboard bolts, 6 be split bolt, 7 be head plate.
Specific embodiment
The invention will be described in further detail with reference to the accompanying drawing:
As shown in Figures 1 and 5, the double-layer plate shear wall structure packet of the present invention that put more energy into close rib being easily installed
Include shear wall frame and bilayer zone crimping steel plate 3；Bilayer zone crimping steel plate 3 is located in shear wall frame, band 3 upper end of crimping steel plate
Crimping the upside of shear wall frame is fixed on by the first wallboard bolt, the crimping with 3 lower end of crimping steel plate passes through the second wall
Crab bolt 5 is fixed on the downside of shear wall frame, and each layer is respectively arranged with the first close rib and adds on the lateral surface with crimping steel plate 3
Strength system 4 and the second close rib are put more energy into system, and split bolt 6 sequentially passes through the first close rib and puts more energy into system 4, first layer band crimping steel plate
3, second layer band crimping steel plate 3 and the second close rib system of putting more energy into put more energy into the first close rib system 4, first layer band crimping steel plate 3, the
Two layers of band crimping steel plate 3 and the second close rib system of putting more energy into are connected, wherein shear wall frame is by two Steel Frame Columns 1 and two
Steel-frame beam 2 is spliced, and two Steel Frame Columns 1 and two steel-frame beams 2 are H profile steel.
With reference to Fig. 4, Fig. 9, Figure 10 and Figure 11, the first close rib puts more energy into system 4 and the second close rib system of putting more energy into is grid type
Structure；First close rib puts more energy into system 4 and the second close rib puts more energy into system by several square steel pipes, angle splice joint box pipe or channel steel
Splicing box pipe is spliced.
Embodiment one
Referring to figs. 1 to Fig. 3, the crimping with 3 left end of crimping steel plate is fixed on shear wall frame by third wallboard bolt
Left side, the crimping with 3 right end of crimping steel plate are fixed on the right side of shear wall frame by the 4th wallboard bolt.First wallboard bolt
Across the edge of a wing of a steel-frame beam 2, the second wallboard bolt 5 passes through the edge of a wing of another steel-frame beam 2, and third wallboard bolt is worn
The edge of a wing of a Steel Frame Column 1 is crossed, the 4th wallboard bolt passes through the edge of a wing of another Steel Frame Column 1.
Embodiment two
With reference to 5, Fig. 6, Fig. 7 and Fig. 8, each layer are provided with head plate 7, the first wallboard with the left and right ends of crimping steel plate 3
Bolt passes through the edge of a wing of a steel-frame beam 2, and the second wallboard bolt 5 passes through the edge of a wing of another steel-frame beam 2.
The above statement is only presently preferred embodiments of the present invention, is not the restriction to invention, it is all in spirit of the invention and
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within principle.
Claims (7)
1. a kind of double-layer plate shear wall structure put more energy into close rib being easily installed, which is characterized in that including shear wall frame
And bilayer zone crimping steel plate (3)；
Bilayer zone crimping steel plate (3) is located in shear wall frame, and the crimping with crimping steel plate (3) upper end passes through the first wallboard bolt
It is fixed on the upside of shear wall frame, the crimping with crimping steel plate (3) lower end is fixed on shear wall by the second wallboard bolt (5)
On the downside of frame, each layer is respectively arranged with the first close rib and puts more energy into system (4) and second close on the lateral surface with crimping steel plate (3)
Rib is put more energy into system, and split bolt (6) sequentially passes through the first close rib and puts more energy into system (4), first layer band crimping steel plate (3), the second layer
Band crimping steel plate (3) and the second close rib put more energy into system by the first close rib put more energy into system (4), first layer band crimping steel plate (3), second
Layer band crimping steel plate (3) and the second close rib system of putting more energy into are connected.
2. the double-layer plate shear wall structure according to claim 1 that put more energy into close rib being easily installed, which is characterized in that
Each layer is provided with head plate (7) with the left and right ends of crimping steel plate (3).
3. the double-layer plate shear wall structure according to claim 1 that put more energy into close rib being easily installed, which is characterized in that
Crimping with crimping steel plate (3) left end is fixed on the left side of shear wall frame by third wallboard bolt, and band crimping steel plate (3) is right
The crimping at end is fixed on the right side of shear wall frame by the 4th wallboard bolt.
4. the double-layer plate shear wall structure according to claim 1 that put more energy into close rib being easily installed, which is characterized in that
First close rib puts more energy into system (4) and the second close rib system of putting more energy into is grid type structure.
5. the double-layer plate shear wall structure according to claim 3 that put more energy into close rib being easily installed, which is characterized in that
Shear wall frame is spliced by two Steel Frame Columns (1) and two steel-frame beams (2).
6. the double-layer plate shear wall structure according to claim 1 that put more energy into close rib being easily installed, which is characterized in that
First close rib puts more energy into system (4) and the second close rib is put more energy into, and system is spelled by several square steel pipes, angle splice joint box pipe or channel steel
Box pipe is connect to be spliced.
7. the double-layer plate shear wall structure according to claim 5 that put more energy into close rib being easily installed, which is characterized in that
Two Steel Frame Columns (1) and two steel-frame beams (2) are H profile steel, and the first wallboard bolt passes through the wing of a steel-frame beam (2)
Edge, the second wallboard bolt (5) pass through the edge of a wing of another steel-frame beam (2), and third wallboard bolt passes through a Steel Frame Column (1)
The edge of a wing, the 4th wallboard bolt pass through another Steel Frame Column (1) the edge of a wing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810983418.7A CN109024988A (en) | 2018-08-27 | 2018-08-27 | A kind of double-layer plate shear wall structure put more energy into close rib being easily installed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810983418.7A CN109024988A (en) | 2018-08-27 | 2018-08-27 | A kind of double-layer plate shear wall structure put more energy into close rib being easily installed |
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| Publication Number | Publication Date |
|---|---|
| CN109024988A true CN109024988A (en) | 2018-12-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810983418.7A Pending CN109024988A (en) | 2018-08-27 | 2018-08-27 | A kind of double-layer plate shear wall structure put more energy into close rib being easily installed |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305422A (en) * | 2020-05-11 | 2020-06-19 | 中国船舶重工集团国际工程有限公司 | Assembled prestress buckling-restrained short-leg box-shaped thin steel plate shear wall structure and construction method |
| CN111576666A (en) * | 2020-04-22 | 2020-08-25 | 重庆大学 | Open cold-bending thin-wall steel frame-double-layer thin steel plate shear wall system |
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| CN101126254A (en) * | 2007-09-28 | 2008-02-20 | 清华大学 | Sticking-free stiffening rib steel plate shearing force wall |
| CN102912889A (en) * | 2012-11-06 | 2013-02-06 | 沈阳建筑大学 | Double-face inclined rib anti-buckling damping steel plate wall |
| CN102926485A (en) * | 2012-11-07 | 2013-02-13 | 沈阳建筑大学 | Support double-layer steel plate buckling resisting energy dissipation wall |
| CN103437456A (en) * | 2013-08-08 | 2013-12-11 | 欧进萍 | Anti-buckling oblique notching steel plate energy dissipation shear wall |
| KR101406535B1 (en) * | 2012-06-13 | 2014-06-16 | 재단법인 포항산업과학연구원 | Steel plate shear wall structure using block assembly |
| CN204715576U (en) * | 2015-03-30 | 2015-10-21 | 西安建筑科技大学 | A kind of antidetonation can repair Self-resetting framework-Mi rib metal wall structure |
| CN105926810A (en) * | 2016-05-26 | 2016-09-07 | 沈阳建筑大学 | Fabricated energy dissipation frame shear wall |
| CN207228403U (en) * | 2017-07-03 | 2018-04-13 | 浙江越宫钢结构有限公司 | A kind of steel plate shear force wall plate equipped with ribbed stiffener |
| CN207660134U (en) * | 2017-12-21 | 2018-07-27 | 长安大学 | A kind of assembled intersection ribbed grid-like steel plate shear force wall |
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2018
- 2018-08-27 CN CN201810983418.7A patent/CN109024988A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101126254A (en) * | 2007-09-28 | 2008-02-20 | 清华大学 | Sticking-free stiffening rib steel plate shearing force wall |
| KR101406535B1 (en) * | 2012-06-13 | 2014-06-16 | 재단법인 포항산업과학연구원 | Steel plate shear wall structure using block assembly |
| CN102912889A (en) * | 2012-11-06 | 2013-02-06 | 沈阳建筑大学 | Double-face inclined rib anti-buckling damping steel plate wall |
| CN102926485A (en) * | 2012-11-07 | 2013-02-13 | 沈阳建筑大学 | Support double-layer steel plate buckling resisting energy dissipation wall |
| CN103437456A (en) * | 2013-08-08 | 2013-12-11 | 欧进萍 | Anti-buckling oblique notching steel plate energy dissipation shear wall |
| CN204715576U (en) * | 2015-03-30 | 2015-10-21 | 西安建筑科技大学 | A kind of antidetonation can repair Self-resetting framework-Mi rib metal wall structure |
| CN105926810A (en) * | 2016-05-26 | 2016-09-07 | 沈阳建筑大学 | Fabricated energy dissipation frame shear wall |
| CN207228403U (en) * | 2017-07-03 | 2018-04-13 | 浙江越宫钢结构有限公司 | A kind of steel plate shear force wall plate equipped with ribbed stiffener |
| CN207660134U (en) * | 2017-12-21 | 2018-07-27 | 长安大学 | A kind of assembled intersection ribbed grid-like steel plate shear force wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576666A (en) * | 2020-04-22 | 2020-08-25 | 重庆大学 | Open cold-bending thin-wall steel frame-double-layer thin steel plate shear wall system |
| CN111305422A (en) * | 2020-05-11 | 2020-06-19 | 中国船舶重工集团国际工程有限公司 | Assembled prestress buckling-restrained short-leg box-shaped thin steel plate shear wall structure and construction method |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181218 |
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| RJ01 | Rejection of invention patent application after publication |