CN108678484A - A kind of difunctional corrugated steel board wall - Google Patents
A kind of difunctional corrugated steel board wall Download PDFInfo
- Publication number
- CN108678484A CN108678484A CN201810506072.1A CN201810506072A CN108678484A CN 108678484 A CN108678484 A CN 108678484A CN 201810506072 A CN201810506072 A CN 201810506072A CN 108678484 A CN108678484 A CN 108678484A
- Authority
- CN
- China
- Prior art keywords
- corrugated steel
- concrete
- difunctional
- tubular column
- square tubular
- Prior art date
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of difunctional corrugated steel board walls, include the concrete-filled steel square tubular column component of the centrally located no energy consumption of buckling corrugated steel wall and both sides, corrugated steel energy consumption wall is connect by welding with the concrete-filled steel square tubular column component of the left and right sides, the upper and lower of concrete-filled steel square tubular column component has been respectively articulated with bottom plate, and bottom plate is fixed on Vierendeel girder.The present invention integrates load-bearing and energy dissipation effect, both the shear-carrying capacity and stability of structure can have been improved, and allow structure that there is larger flexibility, reduce natural frequency of structures, there is good damping performance under geological process, weight can be born again, share the top vertical load that a part of column is undertaken, it is difunctional to achieve the purpose that.
Description
Technical field
The present invention relates to construction engineering technical fields, more particularly, to a kind of difunctional corrugated steel board wall.
Background technology
Skyscraper will occupy increasingly consequence in future architecture industry, and the lateral resisting structure in skyscraper
The selection of component is particularly significant.Traditional lateral resisting structure component mainly has shear wall, bracing members etc., and these cannot expire
Demand of the sufficient high-rise building for structural seismic capacity.For this situation, many novel Structural Energy Dissipation components come into being.
Such as viscous damping wall, anti-buckling steel plate wall and shearing type damper etc..
For steel plate wall, plain plate is generally used.But due to the Out-of Plane Stiffness very little of plain plate, in smaller level
Out-of-plane buckling will occur under force effect, lead to that its rigidity is small, Hysteresis Behavior is limited.Steel plate shear force wall in the prior art it is interior
It is plane steel plate to set structure mostly, and vertical bearing capacity, anti-side and buckling bearing capacity are relatively low, after earthquake generation, steel plate
Wall easy tos produce deformation and consumes energy.If deformation is not serious, need to carry out certain repair can just to utilize again；If but deforming
It is more serious, then it can not repair, need to change built-in steel plate, this can cause cost to increase.On this basis, according to out of plane constraint
The mode of plate or ribbed stiffener improves the Out-of Plane Stiffness of such component, and there are still economy to reduce, processing complexity etc. is a series of
Problem.
Therefore, be badly in need of it is a kind of integrate vertical and shear-carrying capacity greatly, the cushioning members of good economy performance, superior performance,
This cushioning members may also allow for appropriate transversely deforming to consume geological process.
Invention content
The object of the present invention is to provide a kind of difunctional corrugated steel board wall, which can not only improve the shearing resistance of structure
Bearing capacity and stability allow structure to have larger flexibility, reduce natural frequency of structures, have good damping under geological process
Performance, can also bear vertical load, share a part of upper load for column to make structure more safety and stability.
Of the existing technology in order to solve the problems, such as, the technical solution adopted by the present invention is：
A kind of difunctional corrugated steel board wall includes the square steel tube coagulation of the centrally located no energy consumption of buckling corrugated steel wall and both sides
Earth pillar component, corrugated steel energy consumption wall are connect by welding with the concrete-filled steel square tubular column component of the left and right sides, square steel tube coagulation
The upper and lower of earth pillar component has been respectively articulated with bottom plate, and bottom plate is fixed on Vierendeel girder.
Further, the no buckling corrugated steel energy consumption wall includes Central Standard wave mode section and end structure wave mode section；
The Central Standard wave mode section includes several by horizontal segment and the oblique section of standard waveform formed；The level of the standard waveform
Segment length and oblique section of length >=100mm, horizontal segment and oblique section of angle >=45 degree, wave height >=80mm, a standard
The ratio between the wavelength of wave mode and wave height≤6；The end structure wave mode section is half waveshape by standard waveform or standard waveform
Composition.
Further, half waveshape of the standard waveform is horizontal segment and oblique section of length is the one of standard waveform
Half, horizontal segment and oblique section of angle >=45 degree construct the ratio between wavelength and wave height of wave mode≤6.
Further, the concrete-filled steel square tubular column component uses rectangle cold-bend hollow profiled bar, inside filling intensity >=C30
Concrete and do not interspace.
Further, the bottom plate is connect with Vierendeel girder by high-strength bolt.
Advantage for present invention is with advantageous effect：
A kind of difunctional corrugated steel board wall of the present invention, includes the Concrete-Filled Square Steel Tube of centrally located energy dissipation element and both sides
Column component, corrugated steel energy consumption wall is connect by welding with the concrete-filled steel square tubular column component of the left and right sides, then square steel tube is mixed
Solidifying earth pillar component is connect with upper and lower bottom plate with hinged mode, and upper and lower bottom plate is set a roof beam in place company by high-strength bolt and upper and lower frames again
It connects, to realize wall body structure function.Wall is consumed energy as energy dissipation element, relative to plain plate using no buckling corrugated steel
The shear-carrying capacity and stability of steel plate can be greatly improved, anti-side and energy efficiency are high, and plate thickness can reduce very much, warp
Ji property is good.It can avoid the wall weight come using out of plane constraint strip big, installation and processing inconvenience relatively, delivery cycle simultaneously
The problems such as longer.The present invention uses rational construction measure, and energy dissipation element and concrete-filled steel square tubular column component are connected to
Together, the effective integration of wall energy dissipation and weight-bearing function is realized.It not only can effectively subtract consumption geological process, moreover it is possible to undertake
Vertical load shares the vertical load that a part of column is born, ensures the safety and stability of structure.The present invention is by mixing square steel tube
Solidifying earth pillar component is connect in articulated manner with upper and lower bottom plate, so that structure is had larger flexibility, is reduced the natural frequency of vibration of structure, is increased
Add structural cycle, allow structure that there is certain deformation range, there is better damping performance under geological process.The present invention collects
Load-bearing and energy dissipation effect, can both improve the shear-carrying capacity and stability of structure, and it is larger to allow structure to have
Flexibility reduces natural frequency of structures, has good damping performance under geological process, and can bear weight, shares a part
The top vertical load that column is undertaken, it is difunctional to achieve the purpose that.
Description of the drawings
Technical solution of the present invention is described further below in conjunction with drawings and examples.
Fig. 1 is a kind of structural schematic diagram of difunctional corrugated steel board wall of the present invention.
Fig. 2 is a kind of normal section structural schematic diagram of difunctional corrugated steel board wall of the present invention.
Fig. 3 is the cross-sectional view of concrete-filled steel square tubular column component.
Fig. 4 is the cross-sectional view of corrugated steel energy consumption wall.
Fig. 5 is hinged joint structural schematic diagram.
In figure：No buckling corrugated steel energy consumption wall 1；Concrete-filled steel square tubular column component 2；Hinged joint 3；Bottom plate 4；Vierendeel girder
5；High-strength bolt 6；Concrete seven.
Specific implementation mode
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
As shown in Figure 1, 2, a kind of difunctional corrugated steel board wall of the present invention, including：Centrally located energy dissipation element
Concrete-filled steel square tubular column component 2 i.e. without buckling corrugated steel energy consumption wall 1 and both sides, wherein：Corrugated steel energy consumption wall 1 passes through weldering
It connects and is connect with the concrete-filled steel square tubular column component 2 of the left and right sides.As shown in figure 5, concrete-filled steel square tubular column component 2 is logical with bottom plate 4
It is hinged to cross hinged joint 3, hinged joint 3 can be produced by prefabrication.Upper and lower bottom plate is separately fixed at by high-strength bolt 6 again
On Vierendeel girder 5, to realize wall body structure function.High-strength bolt uses frictional high-strength bolts, bolt aperture to use large aperture,
It is easily installed.The connection of difunctional wall and agent structure is connected using high-strength bolt, and it is field erected just to improve difunctional wall
Profit and assembled degree reduce site welding workload.Live overhead welding is avoided, is ensured safe and reliable.
The energy dissipation element, using no buckling corrugated steel energy consumption wall 1, before the bearing capacity that reaches capacity, it
Out-of-plane buckling will not all occur, hysteresis loop is full, and energy dissipation capacity is strong.
As shown in figure 4, the no buckling corrugated steel energy consumption wall includes Central Standard wave mode section and end structure wave mode section；
The Central Standard wave mode section includes several by horizontal segment and the oblique section of standard waveform formed；The level of the standard waveform
Segment length and oblique section of length >=100mm, horizontal segment and oblique section of angle >=45 degree, wave height >=80mm, a standard
The ratio between the wavelength of wave mode and wave height≤6；The end structure wave mode section is half waveshape by standard waveform or standard waveform
Composition.Half waveshape of the standard waveform is horizontal segment and oblique section of length is the half of standard waveform, horizontal segment
With oblique section of angle >=45 degree, the ratio between wavelength and wave height of wave mode≤6 are constructed.The standard wave number amount must assure that general nothing
Buckling optimizes whole ratio of height to thickness≤200 of wave mode；Horizontal segment and oblique intersegmental radius bend >=15 times plate thickness in standard waveform.
As shown in figure 3,2 frame of concrete-filled steel square tubular column component is cold using the rectangle of section length and width >=200 × 120mm
Curved hollow section, inside fill the concrete seven of intensity >=C30 and do not interspace.
The fabrication and installation process of the difunctional corrugated steel board wall of the present invention is as follows：
（1）The corrugated steel wall 1 that consumes energy is connect by welding with the concrete-filled steel square tubular column component 2 of the left and right sides, then by square steel tube
Concrete column component 2 is connect with upper and lower bottom plate 4 with hinged mode, to realize wall body structure function.Deformation is controlled when welding,
Ensure Deformation control in the reasonable scope.
（2）According to China Engineering Construction Standardization Association's standard《Steel pipe commerical ready-mixed concrete structure design and construction regulations》
（CECS28:90）To instruct the making of entire concrete-filled steel square tubular column component 2 to ensure the concrete of filling not with installation overall process
It interspaces；Strength grade of concrete >=C30.
（3）Upper and lower bottom plate 4 and upper and lower frames are set a roof beam in place 5 to be connect by high-strength bolt 6.
The present invention is by using welding and hinged rational structure measure, by energy dissipation element and concrete-filled steel square tubular column
Concrete-filled steel square tubular column component is hinged with upper and lower bottom plate, realizes wall damping energy consumption function and weight-bearing function by Member Welding
Effective integration.Upper and lower bottom plate is set a roof beam in place with upper and lower frames and is connected by screw bolts, and in-site installation can be facilitated.By formulating rational system
Make installation method, it can be achieved that the factory prefabricating of this difunctional wall and installation standardize.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (5)
1. a kind of difunctional corrugated steel board wall, it is characterised in that：Including centrally located no buckling corrugated steel energy consumption wall and two
The concrete-filled steel square tubular column component of side, corrugated steel consume energy wall by welding and the concrete-filled steel square tubular column component of left and right sides company
It connects, the upper and lower of concrete-filled steel square tubular column component has been respectively articulated with bottom plate, and bottom plate is fixed on Vierendeel girder.
2. difunctional corrugated steel board wall according to claim 1, it is characterised in that：The no buckling corrugated steel energy consumption wall
Including Central Standard wave mode section and end structure wave mode section；The Central Standard wave mode section includes several by horizontal segment and oblique
The standard waveform of Duan Zucheng；The horizontal section length of the standard waveform and oblique section of length >=100mm, horizontal segment with it is oblique
Angle >=45 degree of section, wave height >=80mm, the ratio between the wavelength of a standard waveform and wave height≤6；The end structure wave mode section
It is made of half waveshape of standard waveform or standard waveform.
3. difunctional corrugated steel board wall according to claim 2, it is characterised in that：Half waveshape of the standard waveform is
Horizontal segment and oblique section of length are the half of standard waveform, horizontal segment and oblique section of angle >=45 degree, construct wave mode
The ratio between wavelength and wave height≤6.
4. difunctional corrugated steel board wall according to claim 1, it is characterised in that：The concrete-filled steel square tubular column component is adopted
With rectangle cold-bend hollow profiled bar, inside fills the concrete of intensity >=C30 and does not interspace.
5. difunctional corrugated steel board wall according to claim 1, it is characterised in that：The bottom plate passes through high-strength with Vierendeel girder
It is bolted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810506072.1A CN108678484A (en) | 2018-05-24 | 2018-05-24 | A kind of difunctional corrugated steel board wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810506072.1A CN108678484A (en) | 2018-05-24 | 2018-05-24 | A kind of difunctional corrugated steel board wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108678484A true CN108678484A (en) | 2018-10-19 |
Family
ID=63808104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810506072.1A Pending CN108678484A (en) | 2018-05-24 | 2018-05-24 | A kind of difunctional corrugated steel board wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108678484A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680796A (en) * | 2019-01-14 | 2019-04-26 | 重庆大学 | High-strength steel frame-overlapping corrugated sheet steel wall anti-side cold formed steel structure |
| CN112411803A (en) * | 2020-11-05 | 2021-02-26 | 同济大学 | Linear rectangular steel pipe-corrugated steel plate combined wall and design implementation method and application thereof |
| CN114856085A (en) * | 2022-05-05 | 2022-08-05 | 广州大学 | Swing type bearing-vibration damping/vibrating dual-function combined column |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006037586A (en) * | 2004-07-29 | 2006-02-09 | Takenaka Komuten Co Ltd | Earthquake-resisting wall using corrugated steel plate |
| JP2006336395A (en) * | 2005-06-06 | 2006-12-14 | Takenaka Komuten Co Ltd | Earthquake resisting wall and its construction method |
| JP2010007235A (en) * | 2008-06-24 | 2010-01-14 | Takenaka Komuten Co Ltd | Corrugated steel plate mounting structure, and building with the same |
| CN102839769A (en) * | 2012-08-31 | 2012-12-26 | 清华大学 | Corrugated steel plate composite shear wall |
| CN103835398A (en) * | 2014-03-10 | 2014-06-04 | 北京工业大学 | Prestress waveform section steel plate shear wall |
| CN104775548A (en) * | 2015-04-01 | 2015-07-15 | 同济大学 | Column through type corrugated steel plate energy dissipation shear wall structure |
| CN105735528A (en) * | 2016-03-25 | 2016-07-06 | 中冶建筑研究总院有限公司 | Assembled corrugated steel plate shear wall |
| KR101751432B1 (en) * | 2016-05-16 | 2017-06-27 | 김진 | Seismic reinforcement structure of conventional ferroconcrete structure using corrugate steel plate |
| US9856614B1 (en) * | 2016-11-10 | 2018-01-02 | Shenzhen Municipal Design & Research Institute Co., Ltd. | Aseismic combined pier |
| CN107829508A (en) * | 2017-12-19 | 2018-03-23 | 大连理工大学 | A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method |
| CN208473415U (en) * | 2018-05-24 | 2019-02-05 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall |
-
2018
- 2018-05-24 CN CN201810506072.1A patent/CN108678484A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006037586A (en) * | 2004-07-29 | 2006-02-09 | Takenaka Komuten Co Ltd | Earthquake-resisting wall using corrugated steel plate |
| JP2006336395A (en) * | 2005-06-06 | 2006-12-14 | Takenaka Komuten Co Ltd | Earthquake resisting wall and its construction method |
| JP2010007235A (en) * | 2008-06-24 | 2010-01-14 | Takenaka Komuten Co Ltd | Corrugated steel plate mounting structure, and building with the same |
| CN102839769A (en) * | 2012-08-31 | 2012-12-26 | 清华大学 | Corrugated steel plate composite shear wall |
| CN103835398A (en) * | 2014-03-10 | 2014-06-04 | 北京工业大学 | Prestress waveform section steel plate shear wall |
| CN104775548A (en) * | 2015-04-01 | 2015-07-15 | 同济大学 | Column through type corrugated steel plate energy dissipation shear wall structure |
| CN105735528A (en) * | 2016-03-25 | 2016-07-06 | 中冶建筑研究总院有限公司 | Assembled corrugated steel plate shear wall |
| KR101751432B1 (en) * | 2016-05-16 | 2017-06-27 | 김진 | Seismic reinforcement structure of conventional ferroconcrete structure using corrugate steel plate |
| US9856614B1 (en) * | 2016-11-10 | 2018-01-02 | Shenzhen Municipal Design & Research Institute Co., Ltd. | Aseismic combined pier |
| CN107829508A (en) * | 2017-12-19 | 2018-03-23 | 大连理工大学 | A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method |
| CN208473415U (en) * | 2018-05-24 | 2019-02-05 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680796A (en) * | 2019-01-14 | 2019-04-26 | 重庆大学 | High-strength steel frame-overlapping corrugated sheet steel wall anti-side cold formed steel structure |
| CN112411803A (en) * | 2020-11-05 | 2021-02-26 | 同济大学 | Linear rectangular steel pipe-corrugated steel plate combined wall and design implementation method and application thereof |
| CN114856085A (en) * | 2022-05-05 | 2022-08-05 | 广州大学 | Swing type bearing-vibration damping/vibrating dual-function combined column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108678485A (en) | A kind of difunctional corrugated steel board wall of load-bearing energy consumption | |
| CN106193435B (en) | A kind of antinode core plate precast concrete assembled composite wall | |
| CN108049633A (en) | A kind of precast concrete concrete frame joint construction method | |
| CN106677336A (en) | Connecting joint structure of square concrete filled steel tubular column and I-shaped section steel beam | |
| CN204781368U (en) | Novel girder steel - concrete column steel node and prefab | |
| CN106978854B (en) | Can multi-level damping the compound energy-dissipating type assembled steel post and lintel system of friction-lasso trick | |
| CN105275092A (en) | Energy consumption type node for connecting section steel concrete beam and steel-plate-wrapped composite shear wall | |
| CN102535679B (en) | Shear wall with dense ribs and clad steel plates | |
| CN108678484A (en) | A kind of difunctional corrugated steel board wall | |
| CN206091045U (en) | Antinode core precast concrete assembled composite wall | |
| CN2390933Y (en) | Square steel pipe concrete beam and column jointing gusset | |
| CN208473414U (en) | A kind of difunctional corrugated steel board wall of load-bearing energy consumption | |
| CN208473415U (en) | A kind of difunctional corrugated steel board wall | |
| CN205875823U (en) | Close rib steel structure of transformer substation's assembled | |
| CN202416627U (en) | Composite steel plate shear wall | |
| CN204001194U (en) | Light steel truss structure integrated building system | |
| CN203145193U (en) | Welding-combination type steel concrete specially-shaped column and steel girder semi-rigid node | |
| CN202227585U (en) | Steel plate concrete shear wall coupling beam with studs arranged at anchor ends | |
| CN203856069U (en) | High-rise building steel structure | |
| CN203821630U (en) | Two-sided connection type low yield point steel plate shear wall | |
| CN206538900U (en) | The bracing means of assembled wall | |
| CN206245831U (en) | A kind of superelevation steel megastructure vibration damping integrated system | |
| CN210857509U (en) | Steel-concrete beam column connecting joint with weakened sections | |
| CN208235755U (en) | A kind of separated steel grillage shear wall based on T-steel component | |
| CN202248529U (en) | Steel plate concrete shear wall connecting beam bestrewed with toggle pins |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |