CN105201103B - A kind of assembled band frame ribbing steel plate shear force wall - Google Patents
A kind of assembled band frame ribbing steel plate shear force wall Download PDFInfo
- Publication number
- CN105201103B CN105201103B CN201510650445.9A CN201510650445A CN105201103B CN 105201103 B CN105201103 B CN 105201103B CN 201510650445 A CN201510650445 A CN 201510650445A CN 105201103 B CN105201103 B CN 105201103B
- Authority
- CN
- China
- Prior art keywords
- frame
- steel plate
- connecting plate
- frame columns
- columns
- 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.)
- Expired - Fee Related
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of assembled band frame ribbing steel plate shear force wall belongs to technical field of structural engineering.Assembled band frame ribbing steel plate shear force wall includes embedded steel plate, frame columns, frame columns partition board, frame columns connecting plate, connecting plate, horizontal ribbed, vertical floor, Vierendeel girder, frame column and frame column partition board.In above-mentioned assembled band frame ribbing steel plate shear force wall, steel plate and frame columns are embedded, frame columns partition board, frame columns connecting plate, horizontal ribbed, vertical floor weld integral shear wall module in factory；Connecting plate is whole integrally welded in factory with Vierendeel girder；Connecting plate is connect with whole shear wall module with high-strength bolt, is not connected to frame column；Frame column is welded with the frame column partition board, and Vierendeel girder is either bolted with frame column welding or bolted and welded connection.The present invention has the characteristics that anti-side rigidity is big, high capacity, anti-seismic performance are good, ductility is high, while having the advantages that flexibly to punch, construction is simple, shorten the construction period, reduce cost.
Description
Technical field
The present invention relates to a kind of novel assembled band frame ribbing steel plate shear force walls, belong to technical field of structural engineering.
Background technology
Steel plate shear wall structure is steel plate shear force wall to be applied in building by Nippon Steel Corporation the 1970s, from
And a kind of novel lateral resisting structure system to grow up, the past is over forties years, about steel plate wall as main level anti-side
The experimental study and numerical analysis of power system disclose its unique performance, including larger elastic initial stiffness, large deformation energy
The hysteretic characteristic etc. of power and good plastic property, stabilization.Up to the present, the whole world uses steel plate shear force wall as main anti-side
The building of power component has tens of buildings altogether, is mainly distributed on the Areas of High Earthquake Intensities area such as North America and Japan.Steel plate wall has become one kind
The very high-rise Lateral Resistant System with development prospect is particularly suitable for high intensity Zone building.
Since its is generous bigger local buckling just occurs when lateral force is smaller for traditional thin plate shear wall, and with side
Gradual increase to power forms pull strap in steel plate wall diagonal, and the design principle of stiffened steel plates wall is to utilize different form
Ribbed stiffener delay the buckling of steel plate, improve the ultimate bearing capacity and ductile performance of steel plate.To sheet metal wall, setting can be passed through
Ribbed stiffener is to improve its stress performance and ductility.Although having good economic benefit, it easily sends out traditional thin steel plate shear wall
Raw buckling fails in stress and frame column is caused to bear extra load, and applies man-hour requirement site welding, and speed of application is slow.Cause
This can both improve the anti-side rigidity of steel plate with frame ribbing and fabricated steel plate shear force wall, and steel plate is allowed to be maintained at as far as possible
Work, improves the anti-seismic performance and energy dissipation capacity of shear wall, while reducing cost, shortens the construction period, increase economic efficiency in plane.
Invention content
The present invention proposes a kind of novel assembled band frame ribbing steel plate shear force wall, it is intended that overcoming Bao Gang
The shortcomings that plate shear wall cannot give full play to the intensity and ductility of steel because of premature flat out-of-plane buckling improves steel plate shearing
The Outside-plate stabilizing of wall, ultimate bearing capacity and anti-side rigidity have given full play to the advantage of steel；Using assembled module, institute
Have component can prefabrication, it is cost-effective, shorten the construction period.
Since its is generous bigger when smaller by lateral load local buckling just occurs for traditional thin steel plate shear wall,
And pull strap is formed in steel plate diagonal with the gradual increase of lateral load, along with larger out-of-plane deformation, when
When external load acting in opposition, pull strap, which is reversely pressurized, can will no longer provide rigidity.And outer load reversal act on during, due to
Once larger lateral deflection deformation occurred under higher level's load, the compressive region of steel plate wall will be undergone " open and flat " when being transited into pulling force zone
Process, until the formation of reversal interlocking relay band.In this course, steel plate can not bearing load, structure only undertakes by frame beam column
External load, increase pillar stablizes burden.Therefore the setting for shearing wall frame and ribbed stiffener, on the one hand controls steel plate buckling
Larger deformity out of plane afterwards provides sidewise restraint and vertical constraint, avoids steel plate wall when reversed external load acts on
Failure procedure, improve the anti-side rigidity and ductile performance of structure entirety；On the other hand, since shear wall only connects with Vierendeel girder
It connects and is not connected to frame column, shear wall surrounding punches flexibly, so preferably lateral resistant member can be used as to be applied to more Tall Steels
In structure.
Assembled proposed by the present invention with frame ribbing steel plate shear force wall is changed to the non-assembling steel plate shear wall of tradition
Into on the one hand controlling the Outside-plate stabilizing of steel plate using the double constraints of shearing wall frame and ribbing, improve conventional steel plates
The defect of the easy buckling of shear wall, improves the lateral resistant ability of steel plate shear force wall, simultaneously because above-mentioned assembled band frame ribbing steel
The out of plane stiffness of plate shear wall is very big, can effectively control transport, installation and using the deformity out of plane in engineering, keep
The firm safety of steel plate；On the other hand, it is not connected to frame column since shear wall is only connect with Vierendeel girder, shear wall surrounding punches
Flexibly, so preferably lateral resistant member can be used as to be applied in multi and tall steel building；And all components of the present invention all may be used
To be processed and install in factory, then it is transported to building site and is assembled, avoid site welding operation, use manpower and material resources sparingly,
It shortens the construction period, reduces cost.
A kind of assembled band frame ribbing steel plate shear force wall, which is characterized in that including embedded steel plate 1, frame columns 2, frame
Column partition board 3, frame columns connecting plate 4, connecting plate 5, horizontal ribbed 6, vertical floor 7, Vierendeel girder 8, frame column 9 and frame column partition board
10；Horizontal positioned frame columns partition board 3 and the frame columns connecting plate 4 placed vertically are both secured to frame columns or more, each frame
There are one frame columns partition boards 3 and frame columns connecting plate 4 above column；There are one frame columns partition board 3 and frames below each frame columns
Column connecting plate 4；Frame columns connecting plate 4 is bolted with connecting plate 5；Integral prefabricated, the transverse direction with frame columns and embedded steel plate 1
Floor 6, vertical floor 7 are all made of rectangle floor and are fixed on 1 unilateral side of embedded steel plate；The embedded steel plate 1 and frame columns 2, frame
Column partition board 3, frame columns connecting plate 4, horizontal ribbed 6, the whole shear wall module of 7 prefabricated composition of vertical floor, wherein the frame
Column 2, frame columns partition board 3, frame columns connecting plate 4 are arranged symmetrically in 1 both sides of embedded steel plate；Above whole shear wall module
Connecting plate 5 be fixed on 8 lower flange of Vierendeel girder；Connecting plate 5 is individually fixed in 8 upper limb of Vierendeel girder below whole shear wall module
Edge；The connecting plate 5 and Vierendeel girder 8 are integral prefabricated；The connecting plate 5 is connect with whole shear wall module with high-strength bolt；
The entirety shear wall module is not connected to frame column 9；The Vierendeel girder 8 is connect with the frame column 9；The frame columns partition board
3 use uniform thickness steel plate with horizontal ribbed 6, and same level is fixed in upper surface；The frame columns connecting plate 4 with it is interior
Embedding steel plate 1 uses uniform thickness steel plate；The entirety shear wall module embeds steel plate 1 and plane where the contact surface of connecting plate 5
For plane where 8 centre of form of Vierendeel girder.
In above-mentioned assembled band frame ribbing steel plate shear force wall, the embedded steel plate 1 and frame columns 2, frame columns partition board
3, frame columns connecting plate 4, horizontal ribbed 6, vertical floor 7 are welded as whole shear wall module.
In above-mentioned assembled band frame ribbing steel plate shear force wall, the entirety shear wall module is with connecting plate 5 using high
Strength bolt connects.
The embedded steel plate 1 uses thickness for the sheet metal of 4-10mm.
In above-mentioned assembled band frame ribbing steel plate shear force wall, the frame column 9 is welded with the frame column partition board 10,
The Vierendeel girder 8 is either bolted with the welding of the frame column 9 or bolted and welded connection.
The present invention is added compared with traditional non-assembling type pure steel plate shear force wall by frame columns edge constraint component and transverse direction
Strength rib and vertical ribbed stiffener can effectively limit the deformity out of plane of steel plate wall, improve steel plate wall anti-side rigidity, energy consumption and
Ductile performance, while using complete prefabricated integral module and assembled connecting structure, shear wall module uses high-strength bolt with frame
Connection, improves speed of application, shortens the duration.Meanwhile transverse stiffener can with vertical ribbed stiffener and the constraint of frame column combination
To undertake certain pulling force in the pull strap direction of steel plate shear force wall, and shear wall module is only connected with structural beams, avoids increasing
The burden of structural column.Then all components of the invention can assemble, construction is simple in factory process on the spot, shorten work
Phase reduces cost, is suitable for assembling type steel structure.
Assembled provided by the invention is the one of high-rise building steel structure or other structures with frame ribbing steel plate shear force wall
The novel lateral resistant member of kind.
Description of the drawings：
Fig. 1 is the assembled band frame ribbing steel plate shear wall structure schematic diagram of the present invention.
Fig. 2 is the assembled band frame ribbing steel plate shear force wall unit decomposition figure of the present invention.
Fig. 3 is case-study Comparative result of the assembled with frame ribbing steel plate shear force wall and unbraced frames of the present invention
Figure.
Specific implementation mode：
The present invention is described in detail below in conjunction with the accompanying drawings：
As shown in Figure 1, 2,1-embedded steel plate, 2-frame columns, 3-frame columns partition boards, 4-frame columns connecting plates, 5-even
Fishplate bar, 6-is horizontal ribbed, 7-vertical floors, 8-Vierendeel girders, 9-frame columns.
The embedded steel plate 1 uses thickness for the sheet metal of 4-10mm；The frame columns 2 use box steel pipe sizes for
150x150x10x10mm；The frame columns partition board 3 and frame columns connecting plate 4 are both secured to frame columns or more, with frame columns and interior
Embedding steel plate 1 is integral prefabricated, and the frame columns partition board and connecting plate are 10-14mm steel plates；The connecting plate 5 is individually fixed in
Lower flange on Vierendeel girder 8；Described horizontal ribbed 6, vertical floor 7 is all made of rectangle floor and is fixed on 1 unilateral side of embedded steel plate；It is described
Embedded steel plate 1 and frame columns 2, frame columns partition board 3, frame columns connecting plate 4, horizontal ribbed 6,7 prefabricated compositions of vertical floor are integrally
Shear wall module, wherein the frame columns 2, frame columns partition board 3, frame columns connecting plate 4 are in the symmetrical cloth in 1 both sides of embedded steel plate
It sets；The connecting plate 5 and Vierendeel girder 8 are integral prefabricated；The connecting plate 5 is connect with whole shear wall module with high-strength bolt；
The entirety shear wall module is not connected to frame column 9；The Vierendeel girder 8 is connect with the frame column 9；The frame columns partition board
3 use uniform thickness steel plate with horizontal ribbed 6；The frame columns connecting plate 4 uses uniform thickness steel plate with embedded steel plate 1, and
And both side surface is same plane；The entirety shear wall module embeds steel plate 1
Plane where 8 centre of form of Vierendeel girder.
In above-mentioned assembled band frame ribbing steel plate shear force wall, the embedded steel plate 1 and frame columns 2, frame columns partition board
3, frame columns connecting plate 4, horizontal ribbed 6, vertical floor 7 are welded as whole shear wall module.Add in above-mentioned assembled band frame
In rib steel plate shear force wall, the entirety shear wall module is connect with connecting plate 5 using high-strength bolt.In above-mentioned assembled band frame
In ribbing steel plate shear force wall, the frame column 9 is welded with the frame column partition board 10, and the Vierendeel girder 8 is welded with the frame column 9
It connects and is either bolted or bolted and welded connection.
Out of plane stiffness of the above-mentioned assembled with frame ribbing steel plate shear force wall is very big, can effectively control transport, installation
And using the deformity out of plane in engineering, keep the firm safety of steel plate.
Assembled proposed by the present invention with frame ribbing steel plate shear force wall is changed to the non-assembling steel plate shear wall of tradition
Into, assembled is applied wherein, it is on the one hand steady outside the plane using shearing wall frame and the double constraints of ribbing to control steel plate
It is fixed, the defect of the easy buckling of conventional steel plates shear wall is improved, the lateral resistant ability of steel plate shear force wall is improved；On the other hand, due to
Shear wall only connect with Vierendeel girder and is not connected to frame column, and shear wall surrounding punches flexibly, so lateral resisting can be preferably used as
Component is applied in multi and tall steel building；And all components of the present invention can be processed and install in factory, then
It is transported to building site to be assembled, avoids site welding operation, use manpower and material resources sparingly, shorten the construction period, reduce cost.
Specific example calculates：The embedded steel plate uses thickness for the steel plate of 10mm；The frame columns use box steel pipe
Size is 150150x10x10mm；The frame columns partition board uses the steel plate of thickness 14mm, frame columns connecting plate thick using 10mm
Steel plate, the frame column partition board and connecting plate are 10mm steel plates；Described horizontal ribbed and vertical floor is all made of 30x14mm
Rectangle floor, the Vierendeel girder uses section for the H profile steel of 400x300x16x10, and the frame column uses
The box-type section column of 600x600x40x40mm, the connecting plate are connect with embedded steel plate using 10.9 grades of M22 high-strength bolts, institute
It states connecting plate to connect using 10.9 grades of M16 high-strength bolts with frame columns connecting plate, by finite element analysis software, with the frame
The pure frame structure comparison of beam, frame column, frame column partition board composition, structure overall stiffness improve 25%, and yield strength improves
30%.
Claims (6)
1. a kind of assembled band frame ribbing steel plate shear force wall, which is characterized in that including embedded steel plate (1), frame columns (2), side
Frame column partition board (3), frame columns connecting plate (4), connecting plate (5), horizontal ribbed (6), vertical floor (7), Vierendeel girder (8), frame
Column (9) and frame column partition board (10)；Horizontal positioned frame columns partition board (3) and the frame columns connecting plate (4) placed vertically are solid
Above and below frame columns, there are one frame columns partition boards (3) and frame columns connecting plate (4) above each frame columns；Each frame columns
There are one frame columns partition boards (3) and frame columns connecting plate (4) for lower section；Frame columns connecting plate (4) is bolted with connecting plate (5)；
Horizontal ribbed (6), vertical floor (7) are all made of rectangle floor and are fixed on embedded steel plate (1) unilateral side；The embedded steel plate
(1) with frame columns (2), frame columns partition board (3), frame columns connecting plate (4), horizontal ribbed (6), vertical floor (7) prefabricated composition
Whole shear wall module, wherein the frame columns (2), frame columns partition board (3), frame columns connecting plate (4) are in the embedded steel plate
(1) both sides are arranged symmetrically；Connecting plate (5) above whole shear wall module is fixed on Vierendeel girder (8) lower flange；It is cut integrally
Connecting plate (5) is individually fixed in Vierendeel girder (8) top flange below power wall module；The connecting plate (5) is whole pre- with Vierendeel girder (8)
System；The connecting plate (5) is connect with whole shear wall module with high-strength bolt；The entirety shear wall module and frame column
(9) it is not connected to；The Vierendeel girder (8) connect with the frame column (9)；The frame columns partition board (3) uses with horizontal ribbed (6)
Uniform thickness steel plate, and same level is fixed in upper surface；The frame columns connecting plate (4) uses with embedded steel plate (1)
Uniform thickness steel plate；It is Vierendeel girder that the entirety shear wall module, which embeds steel plate (1) with plane where the contact surface of connecting plate (5),
(8) plane where the centre of form.
2. assembled band frame ribbing steel plate shear force wall according to claim 1, which is characterized in that the embedded steel plate
(1) it is welded as with frame columns (2), frame columns partition board (3), frame columns connecting plate (4), horizontal ribbed (6), vertical floor (7) whole
Body shear wall module.
3. assembled band frame ribbing steel plate shear force wall according to claim 1, which is characterized in that the connecting plate (5)
It is welded with Vierendeel girder (8).
4. assembled band frame ribbing steel plate shear force wall according to claim 1, which is characterized in that the embedded steel plate
(1) use thickness for the sheet metal of 4-10mm.
5. assembled band frame ribbing steel plate shear force wall according to claim 1, which is characterized in that the frame column (9)
It is welded with the frame column partition board (10).
6. assembled band frame ribbing steel plate shear force wall according to claim 1, which is characterized in that the Vierendeel girder (8)
It is either bolted or bolted and welded connection with the frame column (9) welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510650445.9A CN105201103B (en) | 2015-10-09 | 2015-10-09 | A kind of assembled band frame ribbing steel plate shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510650445.9A CN105201103B (en) | 2015-10-09 | 2015-10-09 | A kind of assembled band frame ribbing steel plate shear force wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105201103A CN105201103A (en) | 2015-12-30 |
| CN105201103B true CN105201103B (en) | 2018-07-31 |
Family
ID=54949030
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510650445.9A Expired - Fee Related CN105201103B (en) | 2015-10-09 | 2015-10-09 | A kind of assembled band frame ribbing steel plate shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105201103B (en) |
Families Citing this family (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313529B (en) * | 2017-08-21 | 2023-09-26 | 深圳市郑中设计股份有限公司 | Assembled building wall |
| CN107780564B (en) * | 2017-09-18 | 2019-08-16 | 西安理工大学 | A kind of assembled ribbing steel plate-shear wall |
| 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 |
| CN108625507B (en) * | 2018-03-19 | 2020-08-21 | 北京工业大学 | Assembled frame type light steel frame-punched thin steel plate-concrete combined wall |
| CN108316517B (en) * | 2018-03-19 | 2020-09-25 | 北京工业大学 | Assembled frame type light steel frame-punched thin steel plate-foamed concrete combined wall |
| CN108612226B (en) * | 2018-03-19 | 2020-08-21 | 北京工业大学 | Assembled frame type light steel frame-reinforcing mesh-concrete combined wall |
| CN108277904B (en) * | 2018-03-19 | 2020-09-25 | 北京工业大学 | Assembled frame type light steel frame-reinforcing mesh-foamed concrete combined wall |
| CN108643390B (en) * | 2018-03-19 | 2020-09-25 | 北京工业大学 | Assembled truss type light steel frame-punched thin steel plate-foamed concrete combined wall |
| CN108277903B (en) * | 2018-03-19 | 2020-08-21 | 北京工业大学 | Assembled truss type light steel frame-punched thin steel plate-concrete combined wall |
| CN108547396B (en) * | 2018-03-19 | 2020-09-25 | 北京工业大学 | Assembled truss type light steel frame-reinforcing mesh-foamed concrete combined wall |
| CN108301533B (en) * | 2018-03-19 | 2020-08-21 | 北京工业大学 | Assembled truss type light steel frame-reinforcing mesh-concrete combined wall |
| CN110185173A (en) * | 2019-06-14 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of steel framework beam assembled DCPC connecting node |
| CN111088862A (en) * | 2019-12-04 | 2020-05-01 | 中国建筑第八工程局有限公司 | Fabricated shear wall and construction method thereof |
| CN112182712B (en) * | 2020-09-30 | 2024-02-20 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Steel plate wall compression stable bearing judgment method considering common stress of vertical stiffening ribs |
| CN113218780B (en) * | 2021-01-13 | 2023-03-21 | 中国寰球工程有限公司 | Device and method for testing anti-seismic performance of shear wall of composite steel plate of ethylene cracking furnace |
| CN113882558A (en) * | 2021-10-25 | 2022-01-04 | 中衡设计集团股份有限公司 | Assembled steel sheet shear force wall |
| CN114687478B (en) * | 2022-04-18 | 2024-03-22 | 北京工业大学 | Built-in lattice column type double-steel-plate shear wall with shear wall-beam node domain |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2144798A1 (en) * | 1995-03-16 | 1996-09-17 | Raymond L. Anderson | Anti-racking device for wood framed and other buildings |
| CN101126254A (en) * | 2007-09-28 | 2008-02-20 | 清华大学 | Sticking-free stiffening rib steel plate shearing force wall |
| CN101672077A (en) * | 2009-08-07 | 2010-03-17 | 清华大学 | Bending restraining type shear wall with slideable stiffening shaped steel and internally embedded steel plate |
| CN201459954U (en) * | 2009-06-05 | 2010-05-12 | 陈云 | Thermal-insulation shear wall with double-layer steel plate |
| CN102758494A (en) * | 2012-07-20 | 2012-10-31 | 西安建筑科技大学 | Composite steel plate shear wall with angle steel |
| CN203145194U (en) * | 2013-03-12 | 2013-08-21 | 山东科技大学 | Internal diaphragm joint of variable flange steel I-beam and square concrete filled steel tubular column |
| CN103883029A (en) * | 2014-03-11 | 2014-06-25 | 北京工业大学 | Assembling type reinforcing steel plate shear wall |
| CN104612249A (en) * | 2014-12-16 | 2015-05-13 | 内蒙古杭萧钢构有限公司 | Multi-high-rise-steel-structure house integrated system |
-
2015
- 2015-10-09 CN CN201510650445.9A patent/CN105201103B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2144798A1 (en) * | 1995-03-16 | 1996-09-17 | Raymond L. Anderson | Anti-racking device for wood framed and other buildings |
| CN101126254A (en) * | 2007-09-28 | 2008-02-20 | 清华大学 | Sticking-free stiffening rib steel plate shearing force wall |
| CN201459954U (en) * | 2009-06-05 | 2010-05-12 | 陈云 | Thermal-insulation shear wall with double-layer steel plate |
| CN101672077A (en) * | 2009-08-07 | 2010-03-17 | 清华大学 | Bending restraining type shear wall with slideable stiffening shaped steel and internally embedded steel plate |
| CN102758494A (en) * | 2012-07-20 | 2012-10-31 | 西安建筑科技大学 | Composite steel plate shear wall with angle steel |
| CN203145194U (en) * | 2013-03-12 | 2013-08-21 | 山东科技大学 | Internal diaphragm joint of variable flange steel I-beam and square concrete filled steel tubular column |
| CN103883029A (en) * | 2014-03-11 | 2014-06-25 | 北京工业大学 | Assembling type reinforcing steel plate shear wall |
| CN104612249A (en) * | 2014-12-16 | 2015-05-13 | 内蒙古杭萧钢构有限公司 | Multi-high-rise-steel-structure house integrated system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105201103A (en) | 2015-12-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105201103B (en) | A kind of assembled band frame ribbing steel plate shear force wall | |
| EP3865631B1 (en) | Assembled floor slab-type steel/wood combination joint and assembly method therefor | |
| CN105544733B (en) | For supporting the structural framing system of building and assembling its method | |
| CN107489212B (en) | Bearing-force-free shear-resistant buckling steel plate shear wall | |
| CN103883025B (en) | Assembling type combination steel plate shear wall | |
| CN106368348B (en) | A kind of superposed type compound shear wall with two benches stress characteristic | |
| CN105275092A (en) | Energy consumption type node for connecting section steel concrete beam and steel-plate-wrapped composite shear wall | |
| CN103821261A (en) | Assembly honeycomb steel plate shear wall | |
| KR100991497B1 (en) | Integrated structure of reinforced concrete column and steel beam | |
| CN103883029A (en) | Assembling type reinforcing steel plate shear wall | |
| CN108589971A (en) | A kind of closed-section steel deck combined concrete shear wall connecting node and production method | |
| CN104032832A (en) | Post-tensioning method prestress bamboo-wood framework | |
| CN103821259B (en) | The combined steel plate shearing force wall that a kind of tensile force of belt supports | |
| CN103835400B (en) | A kind of pre-stressed steel plate shear wall | |
| CN105735529B (en) | A kind of stull formula steel frame steel plate shear wall structure being easily assembled | |
| CN103821258B (en) | The steel plate shear force wall that a kind of tensile force of belt supports | |
| CN103835399B (en) | A kind of prestress embedded steel plate concrete composite shear wall | |
| CN106677379A (en) | Steel plate shear wall structure and construction method | |
| CN103835394A (en) | Prestress pored steel plate shear wall | |
| CN103835395A (en) | Prestress oblique double-layer folded steel plate shear wall | |
| CN104674972B (en) | Assembled power consumption steel sheet shear force wall | |
| CN108952285B (en) | Steel plate concrete combined wallboard side energy consumption resisting device for modularized building | |
| CN103835398A (en) | Prestress waveform section steel plate shear wall | |
| CN103835396A (en) | Prestress reinforced steel plate shear wall | |
| CN104372872A (en) | Assembling-type multipurpose steel plate shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180731 Termination date: 20211009 |