CN107829508A - A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method - Google Patents
A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method Download PDFInfo
- Publication number
- CN107829508A CN107829508A CN201711371031.8A CN201711371031A CN107829508A CN 107829508 A CN107829508 A CN 107829508A CN 201711371031 A CN201711371031 A CN 201711371031A CN 107829508 A CN107829508 A CN 107829508A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- side column
- buckling
- strength bolt
- tube side
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 174
- 239000010959 steel Substances 0.000 title claims abstract description 174
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 46
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 19
- 238000009434 installation Methods 0.000 claims description 11
- 239000003351 stiffener Substances 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 8
- 238000009417 prefabrication Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002362 mulch Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- 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
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- 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
-
- 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
- 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
- E04H9/025—Structures with concrete columns
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method, including the concrete filled steel tube side column that the anti-buckling steel plate wall being installed between upper and lower two layers of Vierendeel girder and its left and right sides are connected.Wherein, beam connection is set at Vierendeel girder, post connector is set on the inside of concrete filled steel tube side column and connecting plate is respectively welded in side column upper and lower end, concrete filled steel tube side column upper and lower end and Vierendeel girder are connected by connecting plate and space are left between frame column, and anti-buckling steel plate wall is bolted to obtain by two pieces of armoured concrete slabs and embedded steel plate；Concrete filled steel tube side column, embedded steel plate, reinforced concrete cover plate, beam connection, post connector are prefabricated in the factory completion.New anti-buckling steel plate shear force wall limit lateral capacity proposed by the present invention is high, anti-side rigidity is big, anti-seismic performance is good, can be applied in prefabrication, is easily repaired after having the characteristics that easy construction, efficiency of construction height, reliable construction quality, shake.
Description
Technical field
The present invention relates to a kind of prefabricated assembled anti-buckling steel plate shear force wall applied in building engineering structure field and
Its construction method, the invention highlight lines that are particularly suitable for use in are set up defences the assembled architecture of earthquake territory.
Background technology
Steel plate shear force wall is a kind of new and effective lateral resistant member, compared with traditional reinforced concrete shear wall, tool
There is the features such as high capacity, deadweight is small, ductility is good, anti-seismic performance is superior, the highlight lines that are particularly suitable for use in are provided fortification against earthquakes area.
At present, anti-buckling thin steel plate shear wall is widely used, but also faces some problems and need to further solve：First, steel
Plate shear wall is divided into four sides or both sides junction steel plate shear wall according to the difference with edge member connection；Four side junction steel plates
Shear wall superior performance, but be unfavorable for elevator, door and window and the arrangement in passageway, while frame column can also be produced larger attached
Add internal force；And though both sides connect the arrangement that anti-buckling steel plate shear force wall is easy to the holes such as door and window, passageway, steel plate is embedded due to two
Side does not have the constraint of edge member, causes the performance of embedded steel plate can not give full play to, four corner stress concentrations of steel plate,
Easily occur steel plate tear ahead of time, it is low that bearing capacity and anti-seismic performance compared with four sides connects anti-buckling steel plate shear force wall, therefore both sides company
Connecing the performance of steel plate shear force wall urgently improves.Secondly, the connection of steel plate shear force wall and edge member passes through fish platee mostly at present
Welding is realized so that site operation needs more on-the-spot welding, and weldquality is whard to control and influences efficiency of construction, hinders
Its application in assembled architecture；Also, the residual stress of weld seam peripheral region can cause the reduction of steel plate shear force wall performance；Together
When, existing investigation and study shows that easily under geological process brittle break occurs for solder design, causes to build heavy damage, no
Beneficial to being repaired after shake.Therefore, steel plate shear force wall as described above is faced with terms of connecting structure and construction technology urgently enters one
The problem of step improves.
The content of the invention
The present invention is in view of the above-mentioned problems, propose a kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method；
The steel plate shear force wall can not only make steel plate shear force wall meet the constraints that four sides connect in the case where not being connected with frame column,
And the advantages of can apply in assembled architecture with easily being repaired after shake.The prefabricated assembled anti-buckling steel plate shearing of the present invention
Wall, including the concrete filled steel tube side that the anti-buckling steel plate wall being installed between upper and lower two layers of Vierendeel girder and its left and right sides are connected
Post；Wherein, beam connection is set at Vierendeel girder, post connector is set on the inside of concrete filled steel tube side column and in side column upper and lower end point
Plate, concrete filled steel tube side column upper and lower end and Vierendeel girder is not welded to connect to connect by connecting plate and leave sky between frame column
Gap, anti-buckling steel plate wall are bolted to obtain by two pieces of armoured concrete slabs and embedded steel plate；The concrete filled steel tube side
Post, embedded steel plate, reinforced concrete cover plate, beam connection, post connector are prefabricated in the factory completion.
A kind of prefabricated assembled anti-buckling steel plate shear force wall, including be installed on up and down between two layers of Vierendeel girder 1, frame column 2
Concrete filled steel tube side column 3, beam connection 4, post connector 5, connecting plate 6, Long Circle bolt hole 7, high-strength bolt 8, embedded steel
Plate 9, reinforced concrete cover plate 10, ribbed stiffener 11, circular bolt holes 12, anti-buckling steel plate wall 13；
The top of the embedded steel plate 9 of steel plate wall is uniformly provided with Long Circle bolt hole 7, bottom, left part, right part and intermediate region
Uniformly it is provided with circular bolt holes 12；Described embedded steel plate 9 uses the bearing-type connection of high-strength bolt 8 with top beam connection 4, its
The friction-type connection of high-strength bolt 8 is used with bottom beam connection 4；Embedded steel plate 9 uses the He of high-strength bolt 8 by post connector 5
The friction-type connection of concrete filled steel tube side column 3 of arranged on left and right sides；There is reinforcing bar the embedded both sides of steel plate 9 by the location and installation of high-strength bolt 8
Concrete cover 10, to limit the deformity out of plane of embedded steel plate 9, form anti-buckling steel plate shear force wall；
Described post connector 5 is two block length bar steel plates, is alongst provided with circular bolt holes 12；Described steel
The both ends of pipe concrete side column 3 are provided with connecting plate 6, connecting plate 6 with Vierendeel girder 1 by the friction-type connection of high-strength bolt 8, and in steel
The bottom of pipe concrete side column 3 sets ribbed stiffener 11；Described concrete filled steel tube side column 3, ribbed stiffener 11, post connector 5 and company
The welding assembly of fishplate bar 6；
Described beam connection 4 is two blocks of angle steel, and a limb of angle steel is provided with Long Circle bolt hole 7, and another limb is provided with circle
Bolt hole 12；Beam connection 4 uses the friction-type connection of high-strength bolt 8 with Vierendeel girder 1；
Geological process rear defence flexing steel plate wall is destroyed, and embedded steel plate 9 need to be only connected to high-strength spiral shell used with surrounding
Bolt 8 is turned on, and pulls down the anti-buckling steel plate wall 14 of damage, the anti-buckling steel plate wall 13 then more renewed, with high-strength bolt 8 and surrounding
Reconnect, you can repair；If earthquake rear defence flexing steel plate wall 13 and concrete filled steel tube side column 3 are all destroyed, will need to only damage
Bad concrete filled steel tube side column 15 is connected high-strength bolt 8 used and embedded steel plate 9 and beam connection 4 with upper and lower Vierendeel girder 1
Connection high-strength bolt 8 used is turned on, and pulls down the concrete filled steel tube side column 15 of damage and the anti-buckling steel plate wall 14 of damage, then
The concrete filled steel tube side column 3 and anti-buckling steel plate wall 13 more renewed, you can repair.
A kind of construction method of prefabricated assembled anti-buckling steel plate shear force wall, step are as follows：
(1) beam connection 4 is set at upper and lower Vierendeel girder 1, and upper and lower beam connection 4 is provided with a limb of circular bolt holes 12
It is connected respectively with upper and lower Vierendeel girder 1 using high-strength bolt 8；
(2) location and installation embeds steel plate 9, and upper and lower beam connection 4 is had out into Long Circle bolt hole by high-strength bolt 8
One limb is corresponding with the upper and lower end of embedded steel plate 9 respectively to link together；
(3) the left and right concrete filled steel tube side column 3 of location and installation, the post connector 5 of its side welding pass through with embedded steel plate 9
High-strength bolt 8 connects, and the connecting plate 6 of the left and right upper and lower end of concrete filled steel tube side column 3 is respectively with upper and lower Vierendeel girder 1 by high-strength
Bolt 8 connects；
(4) finally the flat of steel plate 9 is embedded in the both sides location and installation reinforced concrete cover plate 10 of embedded steel plate 9 to limit
Out-of-plane deformation, forms anti-buckling steel plate shear force wall, and reinforced concrete cover plate 10 is connected with embedded steel plate 9 by high-strength bolt 8.
The beneficial effects of the present invention are, compared with prior art, prefabricated assembled anti-buckling steel plate proposed by the present invention
Shear wall：(1) it can meet that horizontal planning of building flexibly requires, moreover it is possible to steel plate wall is not being produced additional internal force to framework
Meet the boundary condition of four sides constraint simultaneously, there is good anti-seismic performance and higher bearing capacity；(2) each portion of steel plate wall
Part is prefabricated in the factory, spliced at the scene, has construction quality easy to control, easy construction, high efficient construction, can be applied to
Assembled architecture etc.；(3) highlight lines provide fortification against earthquakes area using it is of the invention when, can make structure that there is good anti-seismic performance.
Brief description of the drawings
Fig. 1 is prefabricated assembled anti-buckling each module of steel plate shear force wall schematic diagram to be assembled of the present invention.
Fig. 2 is the prefabricated assembled anti-buckling steel plate shear force wall schematic diagram of the invention after assembling.
Fig. 3 is the concrete filled steel tube side column schematic diagram of the present invention.
Fig. 4 is the beam connection schematic diagram of the present invention.
Fig. 5 is the embedded steel plate schematic diagram of the present invention.
Fig. 6 is prefabricated assembled anti-buckling steel plate shear force wall of the invention its embedded steel plate, reinforced concrete earth mulch after shake
Reparation schematic diagram when plate is damaged.
Fig. 7 is prefabricated assembled anti-buckling steel plate shear force wall of the invention its embedded steel plate, reinforced concrete earth mulch after shake
Reparation schematic diagram when plate, both ends side column are all damaged.
In figure：1 Vierendeel girder；2 frame columns；3 concrete filled steel tube side columns；4 beam connections；5 post connectors；
6 connecting plates；7 Long Circle bolts hole；8 high-strength bolts；9 embedded steel plates；10 reinforced concrete cover plates；
11 ribbed stiffeners；12 circular bolt holes；13 anti-buckling steel plate walls；The anti-buckling steel plate wall of 14 damages；
The concrete filled steel tube side column of 15 damages.
Embodiment
In order to allow features described above of the invention and advantage to become apparent, below in conjunction with accompanying drawing to technical scheme
Elaborate：
As shown in Fig. 1~5, beam is set at the upper and lower Vierendeel girder 1 described in a kind of prefabricated assembled anti-buckling steel plate shear force wall
Connector 4, the described inner side of left and right concrete filled steel tube side column 3 set post connector 5, and in the upper and lower end point of post connector 5
Han Jie not one piece of connecting plate 6；Described anti-buckling steel plate wall 13 is by two pieces of armoured concrete slabs 10 and embedded steel plate 9 by high-strength
The connection of bolt 8 obtains；Described embedded steel 9 is connected by beam connection 4 using high-strength bolt 8 with upper and lower Vierendeel girder 1；It is described
Embedded steel plate 9 be connected by post connector 5 with left and right concrete filled steel tube side column 3 using high-strength bolt 8；Described left and right steel
The upper and lower connecting plate 6 of pipe concrete side column 3 is connected with Vierendeel girder 1 by high-strength bolt 8, and sets ribbed stiffener 11 at post bottom.
In embodiments of the present invention：Described beam connection 4 is two blocks of angle steel, and a limb of angle steel opens Long Circle bolt hole in advance
7, another pre- opened round bolt hole 12 of limb.Described post connector 5 is two block length bar steel plates, alongst opens Long Circle
Hole 12.
Described embedded steel plate 9 opens Long Circle bolt hole 7 in advance at the position that top is connected with Vierendeel girder 1, in bottom and frame
Set a roof beam in place the pre- opened round bolt hole 12 in position of 1 connection, embed connecting portion of the steel plate 9 in left part, right part and concrete filled steel tube side column 3
The pre- opened round bolt hole 12 in position, steel plate 9 is embedded in the pre- opened round bolt hole 12 in region being connected with reinforced concrete cover plate 10.It is interior
The bolt connection of embedding steel plate 9 and top beam connection 4 is high-strength bolt bearing-type connection；Embedded steel plate 9 and bottom beam connection 4
Bolt connection, the bolt connection of embedded steel plate 9 and post connector 5, the bolt connection of connecting plate 6 and Vierendeel girder 1 be high-strength
Bolt friction-type connection.
Described concrete filled steel tube side column 3, embedded steel plate 9, reinforced concrete cover plate 10, beam connection 4, post connector 5
Be prefabricated in the factory completion, and job site is transported to before to be onstructed；Described concrete filled steel tube side column 3 and its post bottom ribbed stiffener 11, post
Connector 5 and upper and lower connecting plate 6 are in the advance welding assembly of factory into an entirety.
As shown in Fig. 1~5, a kind of prefabricated assembled anti-buckling steel plate shear force wall, its construction follows the steps below：
(1) beam connection 4 i.e. two blocks of angle steel, the opened round bolt hole 12 of beam connection 4 are set in the upper and lower inner side of Vierendeel girder 1
A limb and upper and lower Vierendeel girder 1 be connected using high-strength bolt 8；
(2) location and installation embeds steel plate 9, by high-strength bolt 8 by beam connection 4 open a limb of Long Circle bolt hole 7 with
The upper and lower end of embedded steel plate 9 links together；
(3) the left and right concrete filled steel tube side column 3 of location and installation, the post connector 5 of its side welding pass through with embedded steel plate 9
High-strength bolt 8 connects, and connecting plate 6 and the upper and lower Vierendeel girder 1 of the left and right upper and lower end of steel core concrete column side column 3 pass through high-strength spiral shell
Bolt 8 connects；
(4) the both sides location and installation reinforced concrete cover plate 10 of steel plate 9 finally is being embedded, to limit the plane of embedded steel plate
Outer deformation, forms anti-buckling steel plate shear force wall 13, and reinforced concrete cover plate 10 is connected with embedded steel plate 9 by high-strength bolt 8.
As shown in fig. 6, under earthquake disaster effect, the anti-buckling steel plate shear force wall of assembled can be prevented as first of antidetonation
Line, energy-dissipating and shock-absorbing is carried out by the surrender for embedding steel plate 9.After earthquake, only embedded steel plate 9 and steel plate concrete cover plate 10 occur
During damage, building structure can quickly be repaired：The high-strength spiral shell between embedded steel plate 9 and upper and lower beam connection 4 need to only be turned on
High-strength bolt 8 between bolt 8 and embedded steel plate 9 and left and right post connector 5, the anti-buckling steel plate wall 14 of damage is pulled down, most
The new anti-buckling steel plate wall 13 for being afterwards again prefabricated into embedded steel plate 9 and reinforced concrete cover plate 10 installs.
As shown in fig. 7, when geological process is larger, steel plate 9, reinforced concrete cover plate 10 and concrete filled steel tube side are embedded
When post 3 is all damaged, equally building structure can quickly be repaired：Embedded steel plate 9 and upper and lower beam connection 4 are connected
The high-strength bolt 8 that the high-strength bolt 8 and the upper and lower connecting plate of left and right concrete filled steel tube side column 3 connect is connected with Vierendeel girder 1
Turn on, the left and right concrete filled steel tube side column 15 of damage and the anti-buckling steel plate wall 14 of damage are pulled down, finally again by new steel pipe
Concrete side column 3 and new anti-buckling steel plate wall 13 reconnect according to step (1), (2), (3), (4), you can repair.
Claims (2)
1. a kind of prefabricated assembled anti-buckling steel plate shear force wall, it is characterised in that described prefabricated assembled anti-buckling steel plate is cut
Power wall include being installed on up and down concrete filled steel tube side column (3) between two layers of Vierendeel girder (1), frame column (2), beam connection (4),
Post connector (5), connecting plate (6), Long Circle bolt hole (7), high-strength bolt (8), embedded steel plate (9), reinforced concrete cover plate
(10), ribbed stiffener (11), circular bolt holes (12) and anti-buckling steel plate wall (13)；
The top of the embedded steel plate (9) of steel plate wall is uniformly provided with Long Circle bolt hole (7), bottom, left part, right part and intermediate region
Uniformly it is provided with circular bolt holes (12)；Described embedded steel plate (9) uses high-strength bolt (8) pressure-bearing with top beam connection (4)
Type connects, and it uses high-strength bolt (8) friction-type connection with bottom beam connection (4)；Embedded steel plate (9) passes through post connector
(5) using high-strength bolt (8) and concrete filled steel tube side column (3) friction-type connection of arranged on left and right sides；Embedded steel plate (9) both sides lead to
Crossing high-strength bolt (8) location and installation has reinforced concrete cover plate (10), to limit the deformity out of plane of embedded steel plate (9), is formed
Anti-buckling steel plate shear force wall；
Described post connector (5) is two block length bar steel plates, is alongst provided with circular bolt holes (12)；Described steel
The both ends of pipe concrete side column (3) are provided with connecting plate (6), and connecting plate (6) passes through high-strength bolt (8) friction-type with Vierendeel girder (1)
Connection, and ribbed stiffener (11) is set in the bottom of concrete filled steel tube side column (3)；Described concrete filled steel tube side column (3), ribbed stiffener
(11), post connector (5) and connecting plate (6) welding assembly；
Described beam connection (4) is two blocks of angle steel, and a limb of angle steel is provided with Long Circle bolt hole (7), and another limb is provided with circle
Bolt hole (12)；Beam connection (4) uses high-strength bolt (8) friction-type connection with Vierendeel girder (1).
2. a kind of construction method of prefabricated assembled anti-buckling steel plate shear force wall, step are as follows：
1) beam connection (4) is set at upper and lower Vierendeel girder (1) place, upper and lower beam connection (4) is provided with circular bolt holes (12)
One limb is connected with upper and lower Vierendeel girder (1) using high-strength bolt (8) respectively；
2) location and installation embeds steel plate (9), and upper and lower beam connection (4) is had out into Long Circle bolt hole by high-strength bolt (8)
One limb is corresponding with the upper and lower end of embedded steel plate (9) respectively to link together；
3) the left and right concrete filled steel tube side column (3) of location and installation, the post connector (5) of its side welding pass through with embedded steel plate (9)
High-strength bolt (8) connects, the connecting plate (6) of left and right concrete filled steel tube side column (3) upper and lower end respectively with upper and lower Vierendeel girder (1)
Connected by high-strength bolt (8)；
4) finally the flat of steel plate (9) is embedded in the both sides location and installation reinforced concrete cover plate (10) of embedded steel plate (9) to limit
Out-of-plane deformation, forms anti-buckling steel plate shear force wall, and reinforced concrete cover plate (10) passes through high-strength bolt (8) with embedded steel plate (9)
Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711371031.8A CN107829508A (en) | 2017-12-19 | 2017-12-19 | A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711371031.8A CN107829508A (en) | 2017-12-19 | 2017-12-19 | A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107829508A true CN107829508A (en) | 2018-03-23 |
Family
ID=61645205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711371031.8A Pending CN107829508A (en) | 2017-12-19 | 2017-12-19 | A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107829508A (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652645A (en) * | 2015-02-15 | 2015-05-27 | 海南大学 | Energy consumption enhancement assembly-type prefabricated shear wall |
| CN108678485A (en) * | 2018-05-24 | 2018-10-19 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall of load-bearing energy consumption |
| CN108678484A (en) * | 2018-05-24 | 2018-10-19 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall |
| CN108894362A (en) * | 2018-07-23 | 2018-11-27 | 西安理工大学 | Assembled grating type thin-walled steel plate regeneration concrete compound shear wall and assembly method |
| CN109629713A (en) * | 2018-12-04 | 2019-04-16 | 重庆大学 | A kind of clod wash heavy wall structural steel frame-buckling-restrained slotted steel plate shear wall system |
| CN109914653A (en) * | 2019-04-19 | 2019-06-21 | 广东工业大学 | A kind of anti-buckling steel plate shear force wall of assembled regeneration concrete and preparation method thereof |
| CN110056234A (en) * | 2019-03-19 | 2019-07-26 | 上海大学 | A kind of buckling-restrained steel plate wall reinforces the connecting node of existing frame structure |
| CN110067322A (en) * | 2018-08-02 | 2019-07-30 | 内蒙古工业大学 | A kind of energy consumption wall and preparation method thereof |
| 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 |
| CN111576669A (en) * | 2020-07-01 | 2020-08-25 | 河南省金华夏建工集团股份有限公司 | Assembled self preservation temperature buckling restrained steel sheet shear force wall |
| CN113089884A (en) * | 2021-03-25 | 2021-07-09 | 浙江大学 | Steel pipe concrete column shear wall with buckling-restrained connecting steel plates |
| CN113502948A (en) * | 2021-08-13 | 2021-10-15 | 中铁二十局集团市政工程有限公司 | Reinforced concrete shear wall with steel connecting pieces and soft steel supports and construction method |
| CN113622547A (en) * | 2021-08-13 | 2021-11-09 | 长安大学 | Steel frame recoverable functional strong toughness composite material side force resisting wall |
| CN115405023A (en) * | 2022-10-09 | 2022-11-29 | 兰州理工大学 | Assembly type self-resetting controllable hinge energy dissipation wall and assembly method thereof |
| CN117972849A (en) * | 2024-02-01 | 2024-05-03 | 广州广检建设工程检测中心有限公司 | Method for predicting lateral bearing capacity of buckling-restrained steel plate shear wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007262660A (en) * | 2006-03-27 | 2007-10-11 | Jfe Steel Kk | Method of mounting bearing wall panel, bearing wall panel, and building structure |
| CN202039478U (en) * | 2011-03-23 | 2011-11-16 | 同济大学 | Light-weight restrained steel plate wall with vertical slits |
| CN103883025A (en) * | 2014-03-11 | 2014-06-25 | 北京工业大学 | Assembling type combination steel plate shear wall |
| CN103924667A (en) * | 2014-04-30 | 2014-07-16 | 智性科技南通有限公司 | Prefabricated assembly type anti-buckling steel plate shear wall tall building structure system |
| CN105201103A (en) * | 2015-10-09 | 2015-12-30 | 北京工业大学 | Assembly type ribbed steel plate shear wall with frame |
| CN105649230A (en) * | 2016-03-16 | 2016-06-08 | 福州大学 | Buckling-proof steel plate shear wall with end columns and construction method thereof |
| CN207727803U (en) * | 2017-12-19 | 2018-08-14 | 大连理工大学 | A kind of prefabricated assembled anti-buckling steel plate shear force wall |
-
2017
- 2017-12-19 CN CN201711371031.8A patent/CN107829508A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007262660A (en) * | 2006-03-27 | 2007-10-11 | Jfe Steel Kk | Method of mounting bearing wall panel, bearing wall panel, and building structure |
| CN202039478U (en) * | 2011-03-23 | 2011-11-16 | 同济大学 | Light-weight restrained steel plate wall with vertical slits |
| CN103883025A (en) * | 2014-03-11 | 2014-06-25 | 北京工业大学 | Assembling type combination steel plate shear wall |
| CN103924667A (en) * | 2014-04-30 | 2014-07-16 | 智性科技南通有限公司 | Prefabricated assembly type anti-buckling steel plate shear wall tall building structure system |
| CN105201103A (en) * | 2015-10-09 | 2015-12-30 | 北京工业大学 | Assembly type ribbed steel plate shear wall with frame |
| CN105649230A (en) * | 2016-03-16 | 2016-06-08 | 福州大学 | Buckling-proof steel plate shear wall with end columns and construction method thereof |
| CN207727803U (en) * | 2017-12-19 | 2018-08-14 | 大连理工大学 | A kind of prefabricated assembled anti-buckling steel plate shear force wall |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652645A (en) * | 2015-02-15 | 2015-05-27 | 海南大学 | Energy consumption enhancement assembly-type prefabricated shear wall |
| CN108678485A (en) * | 2018-05-24 | 2018-10-19 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall of load-bearing energy consumption |
| CN108678484A (en) * | 2018-05-24 | 2018-10-19 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall |
| CN108894362B (en) * | 2018-07-23 | 2020-05-22 | 西安理工大学 | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method |
| CN108894362A (en) * | 2018-07-23 | 2018-11-27 | 西安理工大学 | Assembled grating type thin-walled steel plate regeneration concrete compound shear wall and assembly method |
| CN110067322A (en) * | 2018-08-02 | 2019-07-30 | 内蒙古工业大学 | A kind of energy consumption wall and preparation method thereof |
| CN109629713A (en) * | 2018-12-04 | 2019-04-16 | 重庆大学 | A kind of clod wash heavy wall structural steel frame-buckling-restrained slotted steel plate shear wall system |
| CN110056234A (en) * | 2019-03-19 | 2019-07-26 | 上海大学 | A kind of buckling-restrained steel plate wall reinforces the connecting node of existing frame structure |
| CN109914653A (en) * | 2019-04-19 | 2019-06-21 | 广东工业大学 | A kind of anti-buckling steel plate shear force wall of assembled regeneration concrete and preparation method thereof |
| 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 |
| CN111576669A (en) * | 2020-07-01 | 2020-08-25 | 河南省金华夏建工集团股份有限公司 | Assembled self preservation temperature buckling restrained steel sheet shear force wall |
| CN113089884A (en) * | 2021-03-25 | 2021-07-09 | 浙江大学 | Steel pipe concrete column shear wall with buckling-restrained connecting steel plates |
| CN113502948A (en) * | 2021-08-13 | 2021-10-15 | 中铁二十局集团市政工程有限公司 | Reinforced concrete shear wall with steel connecting pieces and soft steel supports and construction method |
| CN113622547A (en) * | 2021-08-13 | 2021-11-09 | 长安大学 | Steel frame recoverable functional strong toughness composite material side force resisting wall |
| CN115405023A (en) * | 2022-10-09 | 2022-11-29 | 兰州理工大学 | Assembly type self-resetting controllable hinge energy dissipation wall and assembly method thereof |
| CN115405023B (en) * | 2022-10-09 | 2024-02-13 | 兰州理工大学 | Assembled self-resetting controllable hinge energy consumption wall and assembling method thereof |
| CN117972849A (en) * | 2024-02-01 | 2024-05-03 | 广州广检建设工程检测中心有限公司 | Method for predicting lateral bearing capacity of buckling-restrained steel plate shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107829508A (en) | A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method | |
| CN109707037B (en) | Self-resetting energy dissipation system of assembled frame structure and construction method thereof | |
| CN104712089B (en) | Open the compound shear attachment structure of net | |
| US8205408B2 (en) | Building metal frame, and method of making, and components therefor including column assemblies and full-length beam assemblies | |
| KR101453407B1 (en) | Non-welding type seismic reinforcing method for column using key hole type bolt jointed double C-type steels | |
| JP5306922B2 (en) | Reinforced concrete column and steel beam jointing device and reinforced concrete column and steel beam joint structure | |
| CN207727803U (en) | A kind of prefabricated assembled anti-buckling steel plate shear force wall | |
| US8176706B2 (en) | Column assembly for a building framework | |
| CN207944590U (en) | A kind of assembled steel frame-prefabricated steel reinforced concrete shear wall structure system | |
| CN112282121A (en) | Prefabricated built-in corrugated steel plate reinforced concrete combined shear wall and construction process | |
| TWI494486B (en) | Combined steel sheet pile, diaphragm wall, and method of reutilizing combined steel sheet pile | |
| CN209854913U (en) | Replaceable energy-consumption connecting node for assembled rectangular steel pipe column and H-shaped steel beam | |
| KR101770988B1 (en) | Reforcing panel for concrete structure and reinforcing method using the same | |
| JP5165455B2 (en) | Steel slit dam and its construction method | |
| CN211621953U (en) | Prefabricated beam column connected node structure | |
| CN108560767A (en) | The assembled energy-consuming shear wall of dismountable moving and splicing and with frame connection method | |
| CN110284594B (en) | Full-bolt connection assembly type floor composite beam steel pipe column frame joint and forming method thereof | |
| US20100043347A1 (en) | Building metal frame, and method of making, and components therefor including column assemblies and full-length bean assemblies | |
| JP2015068005A (en) | Welding joining continuous beam structure | |
| CN108005230B (en) | Bottom sectional assembly type earthquake-resistant function restorable core tube system | |
| CN110565810A (en) | Detachable connecting node between beam columns and connecting method | |
| CN108086528B (en) | Vertical steel plate connecting structure of prefabricated shear wall, manufacturing and assembling method | |
| CN203961083U (en) | The orthogonal-diagonal lattice hollow sandwich panel ceiling for storied building unit of assembled integral Steel Space grid box structure | |
| CN109281402B (en) | I-shaped steel beam and square steel pipe column connecting node structure and construction method thereof | |
| CN209457418U (en) | A kind of quick positioning connection structure of assembled architecture light plate shear wall |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180323 |
|
| RJ01 | Rejection of invention patent application after publication |