CN106545110A - A kind of anti-buckling steel plate shear wall structure being easily assembled - Google Patents
A kind of anti-buckling steel plate shear wall structure being easily assembled Download PDFInfo
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- CN106545110A CN106545110A CN201610970794.3A CN201610970794A CN106545110A CN 106545110 A CN106545110 A CN 106545110A CN 201610970794 A CN201610970794 A CN 201610970794A CN 106545110 A CN106545110 A CN 106545110A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B13/00—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material
- B32B13/04—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such water setting substance as the main or only constituent of a layer, which is next to another layer of the same or of a different material
- B32B13/06—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such water setting substance as the main or only constituent of a layer, which is next to another layer of the same or of a different material of metal
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B15/00—Layered products comprising a layer of metal
- B32B15/04—Layered products comprising a layer of metal comprising metal as the main or only constituent of a layer, which is next to another layer of the same or of a different material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B15/00—Layered products comprising a layer of metal
- B32B15/18—Layered products comprising a layer of metal comprising iron or steel
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B33/00—Layered products characterised by particular properties or particular surface features, e.g. particular surface coatings; Layered products designed for particular purposes not covered by another single class
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B7/00—Layered products characterised by the relation between layers; Layered products characterised by the relative orientation of features between layers, or by the relative values of a measurable parameter between layers, i.e. products comprising layers having different physical, chemical or physicochemical properties; Layered products characterised by the interconnection of layers
- B32B7/04—Interconnection of layers
- B32B7/08—Interconnection of layers by mechanical means
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2307/00—Properties of the layers or laminate
- B32B2307/50—Properties of the layers or laminate having particular mechanical properties
- B32B2307/542—Shear strength
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2607/00—Walls, panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of anti-buckling steel plate shear wall structure being easily assembled, including first level edge member, second horizontal edge component, first vertical edge component, second vertical edge component, steel plate, first steel channel connector, second steel channel connector, 3rd steel channel connector, 4th steel channel connector, some first screw pegs and some second screw pegs, the structure adopts fabricated construction, the time of site operation is shorter, and can effectively solve the problems, such as that conventional combination steel plate shear force wall occurs that cast-in-situ steel reinforced concrete cover plate is destroyed prior to wallboard and is unable to operative constraint wallboard, the long-term behaviour and durability of armoured concrete slab is preferable.And the problems such as then effectively eliminate construction error using backing plate and cause installation difficulty.
Description
Technical field
The present invention relates to a kind of steel plate shear wall structure, and in particular to a kind of anti-buckling steel plate shear force wall knot being easily assembled
Structure.
Background technology
Steel plate shear wall structure is the one kind for developing on thin webbed girder theoretical research foundation and growing up with steel frame
New Lateral Resistant System of the embedding steel plate for basic structural unit.Steel plate shear force wall has following good superior function：1. it is initial
Lateral rigidity is big, and Hysteresis Behavior is stable, and energy dissipation capability is strong, and ductility is big, resists deformability under cyclic load good etc. excellent
Point.2. for steel frame-armored concrete core barrel structure, such as Core Walls Structure is changed to steel plate wall construction, can significantly improve its rigidity
And ductility, realize matching with housing frame material, ductility, rigidity, reach the dual purpose set up defences.Simultaneously because itself and reinforcing bar are mixed
Solidifying soil shear wall is compared from heavy and light, and geological process is little, so as to the vertical and horizontal loading for being delivered to basis reduces, reduces basis
Cost.3. the setting that steel plate is embedded in steel plate wall can alleviate the Ductility Requirement in concrete frame joint area, reduce in severe earthquake action
The earthquake reaction of lower rigid joint, while joint structure can be simplified so that be possibly realized using structures with semi-rigid joints.4. steel plate is within the walls
Embedding steel plate is relatively thin, and ratio of height to thickness can increase the effective usable floor area in house up to 250～500.
Due in conventional steel plates shear wall, under horizontal loads, all the time with larger after non-thin plate flexing of putting more energy into
Flexing sound, while producing larger out-of-plane deformation.This means that, during larger wind load or geological process, comfort level is not
Ideal, usability be not good.The pulling force field that conventional steel plates shear wall is formed after relying primarily on flexing is anchored at side resisting horizontal force
Pulling force field on frame can produce extra bending moment to side column, side bar, increased the stable burden of pillar, so the design of edge beam column
Wallboard pulling force field effect should be taken into full account.In order to solve problem present in thin plate wall, can in the side of embedded steel plate or
Both sides cast-in-situ steel reinforced concrete, both materials form combination steel by embedding the preset shear stud composition one on steel plate
Board wall.Compared to conventional steel plates shear wall, combined steel plate shearing force wall has advantages below：
1) reinforced concrete cover plate constrains steel plate out-of-plane deformation, changes the stress performance of steel plate, draws steel-sheet
Stress behavior based on shearing of the power with becoming based on effect for steel plate.So as to reduce the noise of wallboard, significantly improve
The Hysteresis Behavior of steel plate shear force wall.
2) combined steel plate shearing force wall has the advantages that conventional steel plates shear wall, relies primarily on steel plate and is consumed energy, and which is compared
In concrete shear force wall, there is preferable anti-seismic performance.
3) due to the presence of reinforced concrete cover plate, which can play the effect such as fire prevention, insulation, sound insulation, can reduce the later stage
Workload, reduces cost.
Find which has problems with by the research to combined steel plate shearing force wall：Conventional combination steel plate shear force wall its about
Beam reinforced concrete cover plate is complete with embedded wallboard bonding, participates in having resisted a part of horizontal force when wallboard is constrained, easily occurs
Reinforced concrete cover plate bears the situation of larger tension, meanwhile, edge concrete may occur extruding destruction.Above-mentioned reason is led
Cover plate is caused to deactivate in advance, it is impossible to which lasting is buckling-restrained.Even if propose modified model faced wall, concrete slab periphery with
Seam is set between frame, it is to avoid concrete slab and bezel contact during horizontal comparison and damage, but due to fill out under large deformation steel plate with
Extruding outside concrete plate surface, and in face the two deformation it is uncoordinated, cause concrete constantly to depart from steel plate, lose coagulation
The interior fill plate effect of native plate protection, later stage performance still deteriorate to non-sheet metal wall, and the destruction of concrete reduces coagulation earth mulch
The long-term behaviour and durability of plate, in addition, existing combined steel plate shearing force wall structure is applied by the way of Site Welding
Work, engineering time are longer.
The content of the invention
It is an object of the invention to overcome the shortcoming of above-mentioned prior art, there is provided a kind of anti-buckling steel plate being easily assembled
Shear wall structure, the structure on the basis of combined steel plate shearing force wall, by improving to peg, efficiently solve combined steel plate and cut
Cast-in-situ steel reinforced concrete cover plate occurs in power wall to be destroyed prior to wallboard and is unable to the problem of operative constraint wallboard, armoured concrete slab
Preferably, while adopting fabricated construction, the time of site operation is short for long-term behaviour and durability.
To reach above-mentioned purpose, the anti-buckling steel plate shear wall structure being easily assembled of the present invention includes first level
Edge member, the second horizontal edge component, the first vertical edge component, the second vertical edge component, steel plate, the connection of the first channel-section steel
Part, the second steel channel connector, the 3rd steel channel connector, the 4th steel channel connector, some first screw pegs and some second
Screw peg；
The two ends of first level edge member upper end and the second vertical edge component respectively with the first vertical edge component
Upper end be connected, the two ends of the second horizontal edge component lower end and the second vertical edge respectively with the first vertical edge component
The lower end of component is connected, steel plate be located at first level edge member, the second horizontal edge component, the first vertical edge component and
In the region that second vertical edge component is surrounded, the two sides of steel plate are respectively fixed with the first armoured concrete slab and the second reinforcing bar
Concrete slab, the first backing plate and the second backing plate be located at first level edge member lower flange upside, the first steel channel connector and
Second steel channel connector is located at the downside of first level edge member lower flange, and the first steel channel connector and the connection of the second channel-section steel
Part is located at the both sides at the top of steel plate, and the top of steel plate is by the first steel channel connector, the second steel channel connector, the first backing plate and the
Two backing plates are connected with first level edge member, and the 3rd backing plate and the 4th backing plate are located at the second horizontal edge component top flange
Downside, the 3rd steel channel connector and the 4th steel channel connector are located at the upside of the second horizontal edge component top flange, and the 3rd groove
Steel fastener and the 4th steel channel connector are located at the both sides of steel plate bottom, and steel plate bottom by the 3rd steel channel connector, the 4th
Steel channel connector, the 3rd backing plate and the 4th backing plate are connected with the second horizontal edge component；
One end of each first screw peg is welded in the one side of steel plate, the other end insertion of each first screw peg
In the first armoured concrete slab, one end of each second screw peg is welded in the another side of steel plate, each second screw
The other end of peg is inserted in the second armoured concrete slab.
Low elastic modulus material layer is provided with the outer wall of the outer wall of each first screw peg and the second screw screw.
First level edge member, the second horizontal edge component, the first vertical edge component and the second vertical edge component
It is H profile steel.
The edge of a wing of first the first steel channel connector of screw bolt passes, the lower flange of first level edge member and the first pad
First steel channel connector, first level edge member and the first backing plate are connected by plate, second the second channel-section steel of screw bolt passes
The edge of a wing of connector, the lower flange of first level edge member and the second backing plate are by the second steel channel connector, first level edge
Component and the second backing plate are connected, the connection of the web of the 3rd the first steel channel connector of screw bolt passes, steel plate and the second channel-section steel
First steel channel connector, steel plate and the second steel channel connector are connected by the web of part.
The edge of a wing of the 3rd steel channel connector of the 4th screw bolt passes, the top flange of the second horizontal edge component and the 3rd pad
3rd steel channel connector, the second horizontal edge component and the 3rd backing plate are connected by plate, and the 5th bolt connects through the 4th channel-section steel
The edge of a wing of part, the top flange of the second horizontal edge component and the 4th backing plate are by the 4th steel channel connector, the second horizontal edge component
And the 4th backing plate be connected, the web of the 3rd steel channel connector of the 6th screw bolt passes, steel plate and the 4th steel channel connector
3rd steel channel connector, steel plate and the 4th steel channel connector are connected by web.
Each first screw peg equidistantly distributed, each second screw peg equidistantly distributed.
Steel plate is rectangular configuration.
The upper surface and lower surface of the first armoured concrete slab respectively with the first steel channel connector and the 3rd steel channel connector
Contact, and the wing of the flange width and the 3rd steel channel connector of the thickness of the first armoured concrete slab and the first steel channel connector
Edge width is identical, and the upper surface and lower surface of the second armoured concrete slab are connected with the second steel channel connector and the 4th channel-section steel respectively
Part contacts, and the flange width and the 4th steel channel connector of the thickness of the second armoured concrete slab and the second steel channel connector
Flange width is identical.
The invention has the advantages that：
The anti-buckling steel plate shear wall structure being easily assembled of the present invention includes that the first vertical edge component, second are hung down
Straight edge component, first level edge member, the second horizontal edge component, steel plate, the first steel channel connector, the connection of the second channel-section steel
Part, the 3rd steel channel connector and the 4th steel channel connector, wherein, the two sides of steel plate be respectively equipped with the first armoured concrete slab and
Second armoured concrete slab, one end of the first screw peg are fixed on the side of steel plate, the other end of the first screw peg
It is inserted in the first armoured concrete slab, realizes the connection of the first armoured concrete slab and steel plate, the one of the second screw peg
The side of steel plate is fixed at end, and the other end of the second screw peg is inserted in the second armoured concrete slab, realizes the second steel
The connection of reinforced concrete plate and steel plate, and the outer wall of the outer wall of the first screw peg and the second screw peg be socketed with it is low
Mold materialss layer is played, makes the first screw peg and the second screw peg be not involved in Shear transfer, improved conventional combination steel plate and cut
The force modes of power wall, make sliding between steel plate and the first armoured concrete slab and the second armoured concrete slab, and
Do not occur to separate outside face, while constraining by the first armoured concrete slab and the second armoured concrete slab become outside the face of shear wall
Shape, improves the stress performance of steel plate, the hysteresis loop of shear wall is more smoothed, and Hysteresis Behavior is more stable, so as to effective
Solve conventional combination steel plate shear force wall and occur that cast-in-situ steel reinforced concrete cover plate is destroyed prior to wallboard and is unable to operative constraint wallboard
Problem, improve reinforced concrete cover plate long-term behaviour and durability.In addition, each part in the present invention can be in factory
In carry out prefabricated, then carry out assembly at the scene, construction is more quick, greatly reduces ring of the scene to steel beam column processing
Section, saving construction site, and the quality of each component is improved, accelerate the progress of construction.In addition, steel plate is connected by the first channel-section steel
Part, the second steel channel connector, the 3rd steel channel connector and the 4th steel channel connector and first level edge member and the second level
Edge member is connected, and can effectively remove impact of the steel plate shear force wall to pillar in building, at the same by the first backing plate, the
Two backing plates, the 3rd backing plate and the 4th backing plate can effectively remove the problems such as causing installation difficulty due to construction error.
Description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the isolation of components figure of the present invention；
Fig. 3 is the structural representation of the first screw peg 10 and the second screw peg in the present invention.
Wherein, 1 be first level edge member, 2 be the first bolt, 3 be the 3rd bolt, 4 be the second vertical edge component,
5 is the 6th bolt, 6 is the 4th bolt, 7 is the second horizontal edge component, 8 is the 3rd backing plate, 9 is the 5th bolt, 10 is the 3rd
Steel channel connector, 11 be steel plate, 12 be the first screw peg, 13 be the first vertical edge component, 14 be the first reinforced concrete
Native plate, 15 be the second bolt, 16 be the first steel channel connector, 17 be the first backing plate, 18 be low elastic modulus material layer.
Specific embodiment
Below in conjunction with the accompanying drawings the present invention is described in further detail：
With reference to Fig. 1 and Fig. 2, the anti-buckling steel plate shear wall structure being easily assembled of the present invention includes first level side
Edge component 1, the second horizontal edge component 7, the first vertical edge component 13, the second vertical edge component 4, steel plate 11, the first groove
Steel fastener 16, the second steel channel connector, the 3rd steel channel connector 10, the 4th steel channel connector, some first screw pegs
12 and some second screw pegs；The two ends of first level edge member 1 upper end respectively with the first vertical edge component 13
And second the upper end of vertical edge component 4 be connected, the two ends of the second horizontal edge component 7 respectively with the first vertical edge component
The lower end of 13 lower end and the second vertical edge component 4 is connected, and steel plate 11 is located at first level edge member 1, the second level
In the region that edge member 7, the first vertical edge component 13 and the second vertical edge component 4 are surrounded, the two sides point of steel plate 11
First armoured concrete slab 14 and the second armoured concrete slab are not fixed with, the first backing plate 17 and the second backing plate are located at first level
The upside of 1 lower flange of edge member, the first steel channel connector 16 and the second steel channel connector are located under first level edge member 1
The downside on the edge of a wing, and the first steel channel connector 16 and the second steel channel connector are located at the both sides at the top of steel plate 11, the top of steel plate 11
Portion is by the first steel channel connector 16, the second steel channel connector, the first backing plate 17 and the second backing plate and first level edge member 1
Be connected, the 3rd backing plate and the 4th backing plate are located at the downside of 7 top flange of the second horizontal edge component, the 3rd steel channel connector 10 and
4th steel channel connector is located at the upside of 7 top flange of the second horizontal edge component, and the 3rd steel channel connector 10 and the 4th channel-section steel
Connector is located at the both sides of 11 bottom of steel plate, and 11 bottom of steel plate by the 3rd steel channel connector 10, the 4th steel channel connector, the
Three backing plates 8 and the 4th backing plate are connected with the second horizontal edge component 7；One end of each first screw peg 12 is welded in steel plate
11 one side, the other end of each first screw peg 12 are inserted in the first armoured concrete slab 14, each second screw
One end of peg is welded in the another side of steel plate 11, and the other end of each second screw peg is inserted in the second armored concrete
In plate.
Low elastic modulus material is provided with the outer wall of the outer wall and each second screw screw of each first screw peg 12
Layer 18.
First level edge member 1, the second horizontal edge component 7, the first vertical edge component 13 and the second vertical edge
Component 4 is H profile steel；First bolt 2 sequentially passes through the edge of a wing of the first steel channel connector 16, under first level edge member 1
First steel channel connector 16, first level edge member 1 and the first backing plate 17 are connected by the edge of a wing and the first backing plate 17, the second spiral shell
Bolt 15 sequentially passes through the edge of a wing of the second steel channel connector, the lower flange of first level edge member 1 and the second backing plate by the second groove
Steel fastener, first level edge member 1 and the second backing plate are connected, and the 3rd bolt 3 sequentially passes through the first steel channel connector 16
Web, steel plate 11 and the second steel channel connector web by the first steel channel connector 16, steel plate 11 and the second steel channel connector
It is connected；4th bolt 6 sequentially passes through the edge of a wing of the 3rd steel channel connector 10, the top flange of the second horizontal edge component 7 and
3rd steel channel connector 10, the second horizontal edge component 7 and the 3rd backing plate 8 are connected by three backing plates 8, and the 5th bolt 9 is worn successively
Cross the edge of a wing, the top flange of the second horizontal edge component 7 and the 4th backing plate of the 4th steel channel connector by the 4th steel channel connector,
Two horizontal edge components 7 and the 4th backing plate are connected, and the 6th bolt 5 sequentially passes through the web of the 3rd steel channel connector 10, steel plate
11 and the 4th the web of steel channel connector the 3rd steel channel connector 10, steel plate 11 and the 4th steel channel connector are connected.
Each first screw peg, 12 equidistantly distributed, each second screw peg equidistantly distributed；Steel plate 11 is rectangle
Structure；The upper surface and lower surface of the first armoured concrete slab 14 respectively with the first steel channel connector 16 and the 3rd steel channel connector
10 contact, and the thickness of the first armoured concrete slab 14 is connected with the flange width and the 3rd channel-section steel of the first steel channel connector 16
The flange width of part 10 is identical, the upper surface and lower surface of the second armoured concrete slab respectively with the second steel channel connector and the 4th
Steel channel connector contacts, and the flange width and the 4th channel-section steel of the thickness of the second armoured concrete slab and the second steel channel connector
The flange width of connector is identical.
In backing plate, diameter of bolt hole is identical with diameter of bolt hole in steel channel connector, first level edge member 1 and second
The diameter of bolt hole 2mm～2.5mm bigger than diameter of bolt hole in steel channel connector in horizontal edge component 7.
The present invention can complete first level edge member 1, the second horizontal edge component in preparation process in the factory
7th, the first vertical edge component 13, the second vertical edge component 4, the first steel channel connector 16, the second steel channel connector, the 3rd groove
The preparation of steel fastener 10, the 4th steel channel connector, the first backing plate 17, the second backing plate, the 3rd backing plate 8 and the 4th backing plate, while
By the first screw peg 12 and the second screw welding of peg on steel plate 11, and first is poured into a mould respectively toward the both sides of steel plate 11
Armoured concrete slab 14 and the second armoured concrete slab, then by each part transport for preparing to job site, by the first groove
Steel fastener 16, the second steel channel connector, the 3rd steel channel connector 10, the 4th steel channel connector, the first bolt 2, the second bolt
15th, the 3rd bolt 3, the 4th bolt 6, the 5th bolt 9, the 6th bolt are by steel plate 5, the first backing plate 17, the second backing plate, the 3rd backing plate
8 and the 4th backing plate be connected with first level edge member 1 and the second horizontal edge component 7, site operation is relatively simple,
It is convenient.
Claims (7)
1. a kind of anti-buckling steel plate shear wall structure being easily assembled, it is characterised in that including first level edge member (1),
Second horizontal edge component (7), the first vertical edge component (13), the second vertical edge component (4), steel plate (11), the first groove
Steel fastener (16), the second steel channel connector, the 3rd steel channel connector (10), the 4th steel channel connector, some first screws
Peg (12) and some second screw pegs；
The two ends of first level edge member (1) upper end and the second vertical edge structure respectively with the first vertical edge component (13)
The upper end of part (4) is connected, the two ends of the second horizontal edge component (7) respectively with the lower end of the first vertical edge component (13) and
The lower end of the second vertical edge component (4) is connected, and steel plate (11) is positioned at first level edge member (1), the second horizontal edge
In the region that component (7), the first vertical edge component (13) and the second vertical edge component (4) are surrounded, the both sides of steel plate (11)
Face is respectively fixed with the first armoured concrete slab (14) and the second armoured concrete slab, and the first backing plate (17) and the second backing plate are located at
The upside of first level edge member (1) lower flange, the first steel channel connector (16) and the second steel channel connector are located at the first water
The downside of flat edge member (1) lower flange, and the first steel channel connector (16) and the second steel channel connector are positioned at steel plate (11) top
The both sides in portion, the top of steel plate (11) is by the first steel channel connector (16), the second steel channel connector, the first backing plate (17) and the
Two backing plates are connected with first level edge member (1), and the 3rd backing plate and the 4th backing plate are located on the second horizontal edge component (7)
The downside on the edge of a wing, the 3rd steel channel connector (10) and the 4th steel channel connector are located at the second horizontal edge component (7) top flange
Upside, and the 3rd steel channel connector (10) and the 4th steel channel connector are located at the both sides of steel plate (11) bottom, and steel plate (11) bottom
Portion is by the 3rd steel channel connector (10), the 4th steel channel connector, the 3rd backing plate (8) and the 4th backing plate and the second horizontal edge structure
Part (7) is connected；
One end of each first screw peg (12) is welded on the one side of steel plate (11), each first screw peg (12)
The other end is inserted in the first armoured concrete slab (14), and one end of each second screw peg is welded in the another of steel plate (11)
On side, the other end of each second screw peg is inserted in the second armoured concrete slab；
Low elastic modulus material layer is provided with the outer wall of the outer wall and each second screw screw of each first screw peg (12)
(18)。
2. the anti-buckling steel plate shear wall structure being easily assembled according to claim 1, it is characterised in that first level side
Edge component (1), the second horizontal edge component (7), the first vertical edge component (13) and the second vertical edge component (4) are H
Shaped steel.
3. the anti-buckling steel plate shear wall structure being easily assembled according to claim 2, it is characterised in that the first bolt
(2) edge of a wing, the lower flange of first level edge member (1) and first backing plate (17) of the first steel channel connector (16) are sequentially passed through
First steel channel connector (16), first level edge member (1) and the first backing plate (17) are connected, the second bolt (15) is successively
Second channel-section steel is connected by the edge of a wing, the lower flange of first level edge member (1) and the second backing plate through the second steel channel connector
Part, first level edge member (1) and the second backing plate are connected, and the 3rd bolt (3) sequentially passes through the first steel channel connector (16)
Web, steel plate (11) and the second steel channel connector web by the first steel channel connector (16), steel plate (11) and the second channel-section steel
Connector is connected.
4. the anti-buckling steel plate shear wall structure being easily assembled according to claim 3, it is characterised in that the 4th bolt
(6) edge of a wing, the top flange of the second horizontal edge component (7) and the 3rd backing plate (8) of the 3rd steel channel connector (10) are sequentially passed through
3rd steel channel connector (10), the second horizontal edge component (7) and the 3rd backing plate (8) are connected, the 5th bolt (9) is worn successively
Cross the edge of a wing, the top flange of the second horizontal edge component (7) and the 4th backing plate of the 4th steel channel connector by the 4th steel channel connector,
Second horizontal edge component (7) and the 4th backing plate are connected, and the 6th bolt (5) sequentially passes through the abdomen of the 3rd steel channel connector (10)
3rd steel channel connector (10), steel plate (11) and the 4th channel-section steel are connected by the web of plate, steel plate (11) and the 4th steel channel connector
Part is connected.
5. the anti-buckling steel plate shear wall structure being easily assembled according to claim 1, it is characterised in that each first screw rod
Formula peg (12) equidistantly distributed, each second screw peg equidistantly distributed.
6. the anti-buckling steel plate shear wall structure being easily assembled according to claim 1, it is characterised in that steel plate (11) is
Rectangular configuration.
7. the anti-buckling steel plate shear wall structure being easily assembled according to claim 1, it is characterised in that the first reinforcing bar is mixed
The upper surface and lower surface of concrete board (14) is contacted with the first steel channel connector (16) and the 3rd steel channel connector (10) respectively,
And first armoured concrete slab (14) thickness and the first steel channel connector (16) flange width and the 3rd steel channel connector
(10) flange width is identical, the upper surface and lower surface of the second armoured concrete slab respectively with the second steel channel connector and the 4th
Steel channel connector contacts, and the flange width and the 4th channel-section steel of the thickness of the second armoured concrete slab and the second steel channel connector
The flange width of connector is identical.
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Cited By (5)
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| CN108643041A (en) * | 2018-05-03 | 2018-10-12 | 浙江交通职业技术学院 | A kind of steel-concrete partial precast overlapping girder construction and its manufacture craft using layering steel channel connector |
| CN109440973A (en) * | 2018-12-20 | 2019-03-08 | 沈阳建筑大学 | A kind of fabricated shear wall vertically connects energy-dissipation structure and its construction method |
| CN110258800A (en) * | 2019-06-05 | 2019-09-20 | 南昌大学 | A kind of full assembled recoverable function RCS combined joint of band support connection |
| CN114541621A (en) * | 2022-01-26 | 2022-05-27 | 上海民航新时代机场设计研究院有限公司 | Modularization shear force wall convenient to connect and level and vertical connection structure thereof |
| TWI811182B (en) * | 2023-02-13 | 2023-08-01 | 固越營造工程有限公司 | Steel structure and wall positioning assembly structure |
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| TWI811182B (en) * | 2023-02-13 | 2023-08-01 | 固越營造工程有限公司 | Steel structure and wall positioning assembly structure |
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Application publication date: 20170329 |