CN101982625B - Shear wall composed of multilayer steel plates - Google Patents
Shear wall composed of multilayer steel plates Download PDFInfo
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- CN101982625B CN101982625B CN2010105158795A CN201010515879A CN101982625B CN 101982625 B CN101982625 B CN 101982625B CN 2010105158795 A CN2010105158795 A CN 2010105158795A CN 201010515879 A CN201010515879 A CN 201010515879A CN 101982625 B CN101982625 B CN 101982625B
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Abstract
The invention discloses a shear wall composed of multilayer steel plates, belonging to the technical field of structural engineering. The shear wall is characterized in that plain steel plates and the corrugated steel plates are combined in a laminating manner to form a shear wall combined of double-layer steel plates; or a plain steel plate is clamped between two corrugated steel plates to form a shear wall combined of three-layer steel plates; a thin-layer hard rubber pad is arranged between the plain steel plate and the corrugated steel plate; the plain steel plate, the corrugated steel plate and the thin-layer hard rubber pad are connected through a high-strength bolt; the pretightening force of the high-strength bolt enables the frictional force to be generated between the plain steel plate and the corrugated steel plate, thus the plain steel plate and the corrugated steel plate are commonly applied force under the action of the lateral force; under the action of strong earthquake, the relative slippage is generated because of larger displacement difference value inside the surfaces of the plain steel plate and the corrugated steel plate, and the plain steel plate and the corrugated steel plate are mutually restrained outside the surface all the time; and the plain steel plate and the corrugated steel plate are connected with the surrounding edge constructional members through C-shaped steel. The shear wall combined of multilayer steel plates can be used as a novel lateral force resistant constructional member in a high-rise building steel structure or other structures.
Description
Technical field
The present invention relates to a kind of multilayer steel plates compound shear wall, belong to technical field of structural engineering.
Background technology
Steel plate shear force wall is a kind of novel high-rise lateral resisting structure system.Compare with traditional reinforced concrete shear wall; Because steel plate shear force wall has effective performance of intensity after the advantage that is complementary with steel frame rigidity, ductility and the flexing; Established the application status of the main lateral resisting unit of conduct in the steel framed structure design; And reinforced concrete shear wall its ductility behind concrete cracking disappears totally basically, is unfavorable in height is set up defences the building in earthquake intensity area, using.Especially under middle shake or big shake effect, the high ductility that steel plate shear force wall shows, reduction geological process greatly and action effect are a kind of energy-dissipating and shock-absorbing members of excellent performance.
The steel plate shear force wall that has proposed at present comprises forms such as plain plate shear wall, setback steel plate shear force wall.The plain plate shear wall is easy to flexing under the shearing action in face, rely on pull strap that anti-side rigidity is provided after the flexing; Especially under the relatively thinner situation of steel plate; The shearing resistance flexing load of plain plate shear wall is lower; Flexing forms its hysteresis loop after the pull strap and shows the serious phenomenon of pinching, though the steel plate shear wall is difficult for flexing and has good hysteretic energy performance, steel using amount is big, economic benefit is relatively poor; The setback steel plate shear force wall has higher initial shearing resistance flexing load and anti-side rigidity under shearing action; But the setback steel plate belongs to defective responsive type member; After it reaches capacity bearing capacity; Along with the waveform curved surface is evened up, the bearing capacity of plate descends rapidly, so its hysteresis performance neither be very good.If organically combine the two, can remedy the deficiency of the two, performance advantage separately.
Just be based on such consideration, the present invention proposes a kind of multilayer steel plates compound shear wall: the two combines effectively with plain plate shear wall and setback steel plate shear force wall, forms bilayer or three-ply plate compound shear wall.With the plain plate shear wall and the setback steel plate shear force wall makes up and compound mode, connected mode between them, be the innovative content of this patent.
The multilayer steel plates compound shear wall that the present invention proposes has following advantage:
(1) brings into play the advantage separately of setback steel plate and plain plate, remedied the deficiency of the two.The setback steel plate shear force wall has bigger initial stiffness and initial bearing capacity, and bearing capacity and ductility are lower after the flexing; The plain plate shear wall is mainly brought into play bearing capacity and ductility after the flexing, and initial stiffness and flexing load are lower.Get the advantage of the two, just in time remedied the deficiency of the two, make the multilayer steel plates compound wall both have higher initial stiffness and bearing capacity, also have very high residual strength and ductility preferably in the later stage of load action;
(2) analyze with research and show, when using the plain plate shear wall separately after its flexing hysteresis loop pinch seriously, and its hysteresis loop is fuller during employing setback steel plate shear force wall.Adopt the two combination, the latter's advantage has remedied the former defective, makes the stress performance of compound wall more superior;
(3) adopting plain plate and setback steel plate to carry out the lamination combination, is not simple " 1+1=2 " perhaps " 1+1+1=3 ", but " 1+1＞2 " the perhaps effect of " 1+1+1＞3 ".Under the relatively thinner situation of steel plate, the value-rising of its combination back bearing capacity and rigidity is more obvious especially;
(4) result of study shows, the setback steel plate wall not only bears horizontal shear, and can regard the stiffening rib that the plain plate wall is applied as, and the two-way interaction has improved shearing resistance flexing load and flexion stiffness separately widely;
(5), can effectively adjust the multilayer steel plates compound shear wall at the anti-side rigidity and the bearing capacity in stressed stage of difference, with the destruction situation of effective control structure in different phase through changing ratio, setback steel plate wave amplitude and the wavelength of setback steel plate and plain plate thickness.
Summary of the invention
The present invention proposes a kind of multilayer steel plates compound shear wall; The two combines effectively with plain plate shear wall and setback steel plate shear force wall; Form bilayer or three-ply plate compound shear wall; Remedy bearing capacity after lower shortcoming of plain plate shear wall initial stiffness and bearing capacity and the setback steel plate shear force wall flexing, shortcoming that ductility is not enough, given full play to plain plate and setback steel plate advantage separately.This patent aims to provide a kind of bigger lateral resisting effect that has, and new steel plate shear wall that can effective energy dissipating under big shake effect.
A kind of multilayer steel plates compound shear wall is characterized in that, it is made up of plain plate, setback steel plate, C shape steel, thin layer vulcanie backing plate and edge member; Plain plate and the combination of setback steel plate lamination, form the double-layer plate compound shear wall, perhaps, form the three-ply plate compound shear wall with plain plate of two setback steel plate folders; Between plain plate and setback steel plate, arrange thin layer vulcanie backing plate, couple together the three through high-strength bolt; High-strength bolt is applied pretightning force, make to produce frictional force between plain plate and the setback steel plate, to guarantee that plain plate and setback steel plate are stressed jointly under side direction wind load and little shake effect; Under big shake effect, owing to the two in-plane displacement difference development produces relative slippage greatly, but constraint each other all the time outside face;
Said double-layer plate compound shear wall is that a setback steel plate and plain plate are carried out the lamination combination, and the layout of setback steel plate can be divided into two kinds of forms: form 1.---setback steel plate lateral arrangement, form are 2.---the setback steel plate is vertically arranged; Said three-ply plate compound shear wall is to adopt two blocks of plain plates of setback steel plates folder and the lamination combination, and the layout of setback steel plate can be divided into three kinds of forms: form 3.---the setback plate of plain plate both sides is arranged in the same way, is laterally; Form is 4.---and the setback plate of plain plate both sides is arranged in the same way, is vertically; Form is 5.---the incorgruous layout of setback plate of plain plate both sides, and the horizontal side of a side is vertical;
In above-mentioned multilayer steel plates compound shear wall, said thin layer vulcanie backing plate is arranged in the contact surface between setback steel plate and the plain plate, can reduce under the big shake effect because the noise that plain plate and the two the relative slippage of setback steel plate cause;
In above-mentioned multilayer steel plates compound shear wall, said plain plate and said setback steel plate at first are being welded to connect with C shape steel on the border around it, and welding perhaps according to common practice C shape steel and edge member then, bolt is connected.
Description of drawings
Fig. 1 is the elevational schematic view of the double-layer plate compound shear wall of setback steel plate lateral arrangement, or is the elevational schematic view of the three-ply plate compound shear wall of the equal lateral arrangement of both sides setback steel plate;
Fig. 2 is the elevational schematic view of the double-layer plate compound shear wall vertically arranged of setback steel plate, or be all vertical elevational schematic view of the three-ply plate compound shear wall of layout of both sides setback steel plate;
Fig. 3 is the elevational schematic view of three-ply plate compound shear wall, the incorgruous layout of both sides setback steel plate;
Fig. 4 is a double-layer plate compound shear wall A-A sectional drawing, setback steel plate lateral arrangement (form 1.);
Fig. 5 is a double-layer plate compound shear wall B-B sectional drawing, setback steel plate lateral arrangement (form 1.);
Fig. 6 is a double-layer plate compound shear wall C-C sectional drawing, setback steel plate lateral arrangement (form 1.);
Fig. 7 is a three-ply plate compound shear wall A-A sectional drawing, and both sides setback steel plate is lateral arrangement (form 3.);
Fig. 8 is a three-ply plate compound shear wall B-B sectional drawing, and both sides setback steel plate is lateral arrangement (form 3.);
Fig. 9 is a three-ply plate compound shear wall C-C sectional drawing, and both sides setback steel plate is lateral arrangement (form 3.);
Figure 10 is a three-ply plate compound shear wall D-D sectional drawing, the incorgruous layout of both sides setback steel plate (form 5.);
Figure 11 is the three-ply plate compound shear wall that both sides setback steel plate is lateral arrangement, the partial enlarged drawing that the A-A sectional drawing is located on the edge of;
The specific embodiment
Below in conjunction with accompanying drawing 1～11, specify this multilayer steel plates compound shear wall.
A kind of multilayer steel plates compound shear wall is made up of plain plate, setback steel plate, C shape steel, high-strength bolt, thin layer vulcanie backing plate and edge member, shown in Fig. 1～11, specifically comprises following component units:
1---edge posts;
2---edge girder;
3---the setback steel plate;
4---plain plate;
5---high-strength bolt;
6---thin layer vulcanie backing plate;
7---C shape steel;
Wherein, edge posts 1 is formed edge member with edge girder 2; Setback steel plate 3 adopts high ductility steel plate rolling to form with plain plate 4; Shown in figure 11, setback steel plate 3, plain plate 4 are connected through C shape steel 7 with edge member 1,2, and setback steel plate 3, plain plate 4 and C shape steel 7 are through being welded to connect, and edge member 1,2 can be connected through welding or bolt with C shape steel 7;
Wherein, setback steel plate 3 is arranged in the one or both sides of plain plate 4, forms double-layer plate compound shear wall or three-ply plate compound shear wall; For the double-layer plate compound shear wall, the arrangement form of setback steel plate 3 is divided into: form 1.---lateral arrangement (as shown in Figure 1), form are 2.---is vertically arranged (as shown in Figure 2); For the three-ply plate compound shear wall; The arrangement form of setback steel plate 3 is divided into: form 3.---both sides setback steel plate is traverse (as shown in Figure 1) in the same way; Form is 4.---and both sides setback steel plate is vertical in the same way puts (as shown in Figure 2); Form is 5.---the incorgruous layout of both sides setback steel plate, and promptly side wave folding steel plate lateral arrangement opposite side setback steel plate is vertically arranged (as shown in Figure 3);
Between setback steel plate 3 and plain plate 4, arrange thin layer vulcanie backing plate 6; Wherein only arrange one deck thin layer vulcanie backing plate 6, respectively arrange one deck thin layer vulcanie backing plate 6 in plain plate 3 both sides for the three-ply plate compound shear wall for the double-layer plate compound shear wall;
Be connected through the high-strength bolt 5 that penetrates both between setback steel plate 3 and the plain plate 4; For double-layer plate compound shear wall and three-ply plate compound shear wall, except that the form of three-ply plate compound shear wall 5., high-strength bolt 5 is arranged in the side wave paddy place that setback steel plate 3 and plain plate are pressed close to; For the form of three-ply plate compound shear wall 5., as shown in Figure 3, high-strength bolt 5 is arranged in trough coincidence place of both sides setback steel plate.
Claims (2)
1. a multilayer steel plates compound shear wall is characterized in that, it is made up of plain plate, setback steel plate, C shape steel, thin layer vulcanie backing plate, high-strength bolt and edge member; Said compound shear wall is with plain plate and the combination of setback steel plate lamination, forms the double-layer plate compound shear wall, perhaps with plain plate of two setback steel plate folders, forms the three-ply plate compound shear wall; Said edge member comprises edge posts and edge girder; Said plain plate links to each other with edge member through C shape steel with said setback steel plate: said plain plate and said setback steel plate weld with C shape steel earlier on border around it, and welding C shape steel and edge member perhaps then, bolt is connected; Said compound shear wall couples together plain plate, setback steel plate and thin layer vulcanie backing plate three through high-strength bolt; High-strength bolt applies pretightning force, makes between plain plate and the setback steel plate and produces frictional force; Between said plain plate and said setback steel plate, arrange thin layer vulcanie backing plate.
2. multilayer steel plates compound shear wall according to claim 1 is characterized in that, arranges said setback steel plate shear force wall in said plain plate shear wall one side or both sides, forms double-layer plate compound shear wall or three-ply plate compound shear wall; The layout of setback steel plate is divided into two kinds of forms in the double-layer plate compound shear wall: form 1.---setback steel plate lateral arrangement, form are 2.---the setback steel plate is vertically arranged; The layout of setback steel plate is divided into three kinds of forms in the three-ply plate compound shear wall: form 3.---the setback steel plate is arranged and for laterally in the same way; Form is 4.---and the setback steel plate is arranged and for vertically in the same way; Form is 5.---and the incorgruous layout of setback steel plate, the horizontal side of a side is vertical.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2010105158795A CN101982625B (en) | 2010-10-15 | 2010-10-15 | Shear wall composed of multilayer steel plates |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2010105158795A CN101982625B (en) | 2010-10-15 | 2010-10-15 | Shear wall composed of multilayer steel plates |
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| CN101982625A CN101982625A (en) | 2011-03-02 |
| CN101982625B true CN101982625B (en) | 2012-02-08 |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839769A (en) * | 2012-08-31 | 2012-12-26 | 清华大学 | Corrugated steel plate composite shear wall |
| CN107401226A (en) * | 2016-05-19 | 2017-11-28 | 云南国濒科技有限公司 | Detachable assembling type shearing damp device and preparation method |
| JP6996536B2 (en) * | 2018-09-28 | 2022-01-17 | Ｊｆｅスチール株式会社 | Steel plate shear wall |
| CN109612840B (en) * | 2018-12-27 | 2021-03-09 | 东北大学 | Experimental device and method for obtaining post-peak curve and residual strength of brittle rock |
| CN111625911B (en) * | 2020-06-04 | 2023-03-31 | 中国科学院长春光学精密机械与物理研究所 | Modeling method for simulating screw connection |
| CN111980223A (en) * | 2020-09-15 | 2020-11-24 | 大连理工大学 | Combined steel plate energy dissipation-bearing shear wall with two connected sides |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1603539A (en) * | 2004-11-19 | 2005-04-06 | 清华大学 | Buckling and energy consumption preventing steel plate shear wall |
| JP2006045776A (en) * | 2004-07-30 | 2006-02-16 | Takenaka Komuten Co Ltd | Construction method of shear wall |
| CN101215862A (en) * | 2008-01-04 | 2008-07-09 | 同济大学 | Steel joist constrained vertical seam steel plate shear force wall |
| CN101545295A (en) * | 2009-04-17 | 2009-09-30 | 清华大学 | Wavy steel plate shear wall |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| JP2010133229A (en) * | 2008-11-10 | 2010-06-17 | Takenaka Komuten Co Ltd | Earthquake-resisting wall, building, and construction method of the earthquake-resisting wall |
-
2010
- 2010-10-15 CN CN2010105158795A patent/CN101982625B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006045776A (en) * | 2004-07-30 | 2006-02-16 | Takenaka Komuten Co Ltd | Construction method of shear wall |
| CN1603539A (en) * | 2004-11-19 | 2005-04-06 | 清华大学 | Buckling and energy consumption preventing steel plate shear wall |
| CN101215862A (en) * | 2008-01-04 | 2008-07-09 | 同济大学 | Steel joist constrained vertical seam steel plate shear force wall |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| JP2010133229A (en) * | 2008-11-10 | 2010-06-17 | Takenaka Komuten Co Ltd | Earthquake-resisting wall, building, and construction method of the earthquake-resisting wall |
| CN101545295A (en) * | 2009-04-17 | 2009-09-30 | 清华大学 | Wavy steel plate shear wall |
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