CN106836554B - The separate type biplate steel plate shear force wall of strap bolt connection - Google Patents
The separate type biplate steel plate shear force wall of strap bolt connection Download PDFInfo
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- CN106836554B CN106836554B CN201710052392.XA CN201710052392A CN106836554B CN 106836554 B CN106836554 B CN 106836554B CN 201710052392 A CN201710052392 A CN 201710052392A CN 106836554 B CN106836554 B CN 106836554B
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- cantilever
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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
-
- 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
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- Engineering & Computer Science (AREA)
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- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses the separate type biplate steel plate shear force walls of strap bolt connection, including newel post and wall, newel post is steel pipe column, the newel post is reserved with two newel post's steel plate cantilevers in the one end being connected with wall, the wall steel plate that the wall has two panels vertically arranged, two panels wall steel plate is reserved with a wall steel plate cantilever in the one end being connected with newel post, two newel post's steel plate cantilevers and two wall steel plate cantilever faces, and there are gaps between newel post's steel plate cantilever and wall steel plate cantilever, newel post's steel plate cantilever is connected by connecting plate with bolt with wall steel plate cantilever, connecting plate is located at the outside of newel post's steel plate cantilever and wall steel plate cantilever, and block the gap between newel post's steel plate cantilever and wall steel plate cantilever, the newel post and wall use section, disintegration production and on-site consolidation, it uses after assembly and integrally pours Concrete formation is built, whole steel plate shear force wall is constituted.The shear wall, which uses, to be simplified operational procedure, environmental protection, economizes on resources.
Description
Technical field
The present invention relates to the separate type biplate steel plate shear force walls that a kind of building structure wall, in particular to strap bolt connect.
Background technique
The shear wall that various regions use at present mainly has cast-in-situ steel reinforced concrete shear wall, precast and assembled reinforced concrete shearing
Wall, double-layer plate compound shear wall.
Cast-in-situ steel reinforced concrete shear wall needs a large amount of templates, and scene takes up a large area, and construction operation amount is big, the duration compared with
It is long；Precast and assembled reinforced concrete shear wall body weight is big, and transport installation workload is big, and on-site hoisting is difficult；Cast in place reinforced bar
Concrete shear force wall and precast and assembled reinforced concrete shear wall rigidity are low with respect to steel plate wall, and it is inclined to be used for volume when super high-rise building
Greatly；The vertical weld seam of double-layer plate compound shear wall is more, and need to be using wall tension rib and wall steel plate aperture plug welding or welding
Interal fixation biplate wall steel plate, construction operation amount is big, and the duration is longer.
In the case where country carries forward vigorously the building industrialized overall background of assembled, it is new convenient for what is constructed to invent a kind of novel environment friendly
Type shear wall just seems necessary.
Summary of the invention
The object of the present invention is to provide the separate type biplate steel plate shear force wall of strap bolt connection, the shear wall using newel post and
Wall section, disintegration production and on-site consolidation, simplify operational procedure, environmental protection, economize on resources, realize the factorial production, side
Just lifting molding.
Above-mentioned purpose of the invention is achieved through the following technical solutions: the separate type biplate steel plate shearing of strap bolt connection
Wall, including newel post and wall, newel post are steel pipe column, it is characterised in that: the newel post is reserved in the one end being connected with wall
Two newel post's steel plate cantilevers, the wall steel plate that the wall has two panels vertically arranged, two panels wall steel plate are connected with newel post
The one end connect is reserved with a wall steel plate cantilever, and two newel post's steel plate cantilevers and two wall steel plate cantilevers are opposite, and holds
There are gap between column steel plate cantilever and wall steel plate cantilever, the shear wall also has connecting plate and bolt, and connecting plate is located at
The outside of newel post's steel plate cantilever and wall steel plate cantilever, and the gap between newel post's steel plate cantilever and wall steel plate cantilever is blocked,
Bolt is more, and part bolt is fastenedly connected after passing through newel post's steel plate cantilever and connecting plate, and part bolt is outstanding across wall steel plate
It is fastenedly connected after arm and connecting plate, so that newel post's steel plate cantilever is connected with wall steel plate cantilever with bolt by connecting plate,
The newel post and wall use formed by integrally casting concrete formation, structure after assembled using section, disintegration production and on-site consolidation
Integral steel plate shear force wall.
Separate type biplate steel plate shear force wall of the invention passes through connecting plate and bolt installation group by isolated newel post and wall
As a standard precast assembly component, which is stable Steel Structure system, and manufacture is easy for installation, makes
Valence is low, bearing capacity is strong, stability is high, wind resistance anti-seismic performance is good, the shear wall can simplify operational procedure, environmental protection, economize on resources,
It realizes the factorial production, lifting is facilitated to form.
Bolt in the present invention can use whole bolt, Split type bolt can also be used, when using Split type bolt
When, it is made of bolt head and bolt reinforcing bar, bolt head passes through connecting plate and corresponding newel post's steel plate cantilever or wall steel plate is outstanding
It is protruded into after arm, bolt head is outstanding with corresponding newel post's steel plate in the dip section being located on the inside of newel post's steel plate cantilever or wall steel plate cantilever
Arm or wall steel plate cantilever mutually weld, and the both ends of reinforcing bar are inserted into respectively in corresponding bolt head, in newel post's steel plate cantilever and wall
The gap location that the inside of body steel plate cantilever corresponds to newel post's steel plate cantilever and wall steel plate cantilever, which is additionally provided with, is vertically welded with thickness
For the sealing steel plate of 5mm, seals steel plate and further block the gap between newel post's steel plate cantilever and wall steel plate cantilever.
In the present invention, the length in reserve of newel post's steel plate cantilever is 150mm, the length in reserve of the wall steel plate cantilever
For 150mm, the gap between newel post's steel plate cantilever and wall steel plate cantilever is 20mm.
In the present invention, the newel post is quadrate steel pipe column or round steel tubing string, is vertically provided with newel post's ribs in the newel post
Plate, the inner surface of newel post are vertically welded with more newel post's pegs.
In the present invention, the wall is welded with vertically arranged ribbed stiffener within the walls at the both ends of two panels wall steel plate, within the walls
Ribbed stiffener and wall steel plate are perpendicular, and interval is welded with wall ribbed stiffener to the wall from bottom to top in two panels wall steel plate,
Wall ribbed stiffener is horizontally disposed, and perpendicular with wall steel plate, and the wall is additionally provided with more in two panels wall steel plate
Vertically arranged vertical muscle and the horizontally disposed tension rib of Duo Gen, the both ends of tension rib put be welded on vertical muscle respectively, and more perpendicular
Constitute wall pull rod to muscle and Duo Gen tension rib, wherein vertical muscle with wall ribbed stiffener opposite position at be further sleeved with ear
Plate, otic placode are welded on wall ribbed stiffener, and the inner surface of two panels wall steel plate is vertically welded with more wall pegs.
In the present invention, the spacing between two pieces of neighbouring wall ribbed stiffeners is 1000mm, is located in same level
Otic placode between horizontal space be 200mm.
In the present invention, cover board is provided at the top and bottom of the shear wall, wherein the cover board positioned at top is welded with
Floor connecting structure plate, is connected for the floorboard with floor.
In the present invention, multiple construction plates are equidistantly welded with for 400mm with spacing on the floor connecting structure plate and are put more energy into
Rib, to bear the shearing of connected floor.
In the present invention, the shear wall is also provided with equipment hole or door opening, sets at left and right sides of equipment hole or door opening
It is equipped with hole column, upper and lower two sides are provided with coupling beam.
Compared with prior art, the present invention has following remarkable result:
(1) there are separate type biplate steel plate shear force wall of the invention member segments, separation plant's metaplasia to produce and facilitate scene
The features such as lifting is assembled, " four change " for meeting building industrialization requires, in the side such as industrial chain tissue, technical qualification, business accounting
Face all forms the new technique to match with building industrialization requirement.Bind conventional rebar concrete shear force wall construction site
Reinforcing bar, the complicated constructions process changeover such as formwork casting concrete is produced at the element factory metaplasia for meeting industrial requirement and live group
Fill construction technology.It is simple to manufacture easy for installation, greatly improves speed of application.
(2) newel post and wall segmentation calculate when separate type biplate steel plate shear force wall of the invention calculates stress, but coagulation
Soil does not separate, with etc. strong calculate connecting plate and bolt dosage.Newel post and wall steel plate vertically pass through connecting plate and are bolted
At a standard precast assembly component.It is bolted between newel post and wall, it is internal to pass through steel member welding, reinforcing bar drawknot
Etc. making shear wall form stable horizontal Lateral Resistant System.
(3) separate type biplate steel plate shear force wall wall steel plate of the invention passes through resistance spot welding on the vertical muscle in wall
Arrangement tension rib forms novel wall pull rod, and wall drag link sleeve is fixed on otic placode, and coagulation is perfused by biplate wall steel plate
Suffered coagulation thrust of earth etc. calculates by force wall pull rod dosage when native, to coagulation is perfused in standard precast assembly component segment between wall layers
Coagulation is resisted with wall steel plate aperture plug welding or a large amount of Interal fixation biplate wall steel plates of welding when native without tension rib
Thrust of earth；It can be assembled into a standard wall component in plant produced all parts, scene directly lifts assembling construction, applying
It is not necessarily in addition build shear wall construction template and form removal during work, saves material utilization amount, compared to current existing steel plate
Shear wall saves steel using amount, easy for construction, shortens the construction period, has apparent economic benefit.
(4) separate type biplate steel plate shear force wall of the invention solves steel plate shear force wall large volume construction in the prior art and hangs
Dress is difficult and the big problem of construction operation, and standard precast assembly component previously fabricated molding can be transported to apply again in the factory
Work scene, only needs at the construction field (site) by simply welding and being bolted, the positioning of prefabricated components can be realized in each section of steel plate wall
Docking, while the separate type biplate steel plate shear force wall upper and lower end parts of strap bolt connection are provided with cover board, standard assembly section between wall layers
Docking is assembled, even if deviation 2mm nor affects on the appearance of building and uses function.Assemble very convenient, quick, vertical installation essence
Degree requires the low speed of application for making shear wall to be greatly improved.It is completed and after acceptance(check), it can be prefabricated to standard
Assembling members concrete construction.
(5) separate type biplate steel plate shear force wall of the invention is formed using isolated newel post and wall formed by integrally casting, by steel
Plate and concrete bear vertical load and horizontal loading jointly, and deep floor is arranged in steel plate wall and strengthens the flat of shear wall
Face rigidity stablizes shear wall and participates in shearing resistance jointly.Traditional shear wall thickness is generally 1000mm, and shearing wall thickness of the invention
Degree is only 600mm~700mm, to greatly reduce the concrete amount of perfusion shear wall, compares concrete shear force wall volume
It greatly reducing, the self weight of shear wall is greatly reduced, so that the antidetonation of shear wall, wind resistance are improved, shear wall and building
The cost on object basis can be minimized, especially suitable for super-high building structural system.
Detailed description of the invention
The present invention is described in further details with reference to the accompanying drawings and detailed description.
Fig. 1 is the schematic view of facade structure of the separate type biplate steel plate shear force wall embodiment one of strap bolt of the present invention connection；
Fig. 2 is A-A cross-sectional view of Fig. 1；
Fig. 3 is B-B cross-sectional view of Fig. 1；
Fig. 4 is C-C cross-sectional view of Fig. 1；
Fig. 5 is D-D cross-sectional view of Fig. 1；
Fig. 6 is the structural representation of otic placode in the separate type biplate steel plate shear force wall embodiment one of strap bolt of the present invention connection
Figure；
Fig. 7 is the floor connection schematic diagram of the separate type biplate steel plate shear force wall embodiment one of strap bolt of the present invention connection；
Fig. 8 is the cross-sectional view of the separate type biplate steel plate shear force wall embodiment two of strap bolt of the present invention connection；
Fig. 9 is the schematic view of facade structure of the separate type biplate steel plate shear force wall embodiment three of strap bolt of the present invention connection；
Figure 10 is E-E cross-sectional view of Fig. 9；
Figure 11 is the schematic view of facade structure of the separate type biplate steel plate shear force wall example IV of strap bolt of the present invention connection；
Figure 12 is F-F cross-sectional view of Figure 11；
Figure 13 is G-G cross-sectional view of Figure 11.
Description of symbols
1, newel post；11, newel post's steel plate cantilever；12, newel post's deep floor；13, newel post's peg；
2, wall；21, wall steel plate；22, wall steel plate cantilever；23, ribbed stiffener within the walls；
24, wall ribbed stiffener；25, vertical muscle；26, tension rib；27, otic placode；
28, wall peg；3, connecting plate；4, bolt；41, bolt head；42, bolt reinforcing bar；
5, cover board；6, floor connecting structure plate；61, plate ribbed stiffener is constructed；7, steel plate is sealed；
8, equipment hole；9, door opening.
Specific embodiment
Embodiment one
The embodiment one of the separate type biplate steel plate shear force wall of strap bolt connection of the present invention as shown in Figures 1 to 7, including is held
Column 1 and wall 2, newel post 1 are steel pipe column, and newel post 1 is reserved with two newel post's steel plate cantilevers 11 in the one end being connected with wall 2,
The length in reserve of newel post's steel plate cantilever 11 is 150mm, the wall steel plate 21 that wall 2 has two panels vertically arranged, two panels wall steel
Plate 21 is reserved with a wall steel plate cantilever 22, the length in reserve of wall steel plate cantilever 22 in the one end being connected with newel post 1
For 150mm, the length in reserve of newel post's steel plate cantilever 11 and the length in reserve of wall steel plate cantilever 22 are used to meet between the two
Bolt effectively connects, and guarantees whole stress, two newel post's steel plate cantilevers 11 and two wall steel plate cantilevers 22 are opposite, and newel post's steel
There are the gaps of 20mm between plate cantilever 11 and wall steel plate cantilever 22.
Newel post's steel plate cantilever 11 is connected by connecting plate 3 with bolt 4 with wall steel plate cantilever 22, and bolt 4 is using M18's
High intensity standard bolt, connecting plate 3 is located at the outside of newel post's steel plate cantilever 11 and wall steel plate cantilever 22, and blocks newel post's steel plate
Gap between cantilever 11 and wall steel plate cantilever 22, bolt 4 are more whole bolts, and part bolt 4 is outstanding across newel post's steel plate
It is fastenedly connected after arm 11 and connecting plate 3, part bolt 4 is fastenedly connected after passing through wall steel plate cantilever 22 and connecting plate 3, thus logical
It crosses connecting plate 3 and newel post's steel plate cantilever 11 is connected with wall steel plate cantilever 22 with bolt 4, newel post 1 and wall 2 are using segmentation
Change, disintegration production and on-site consolidation, use formed by integrally casting concrete formation after assembled, constitute whole steel plate shear force wall.
In the present embodiment, newel post 1 is quadrate steel pipe column, and steel plate thickness can also use round steel tubing string, newel post by determination is calculated
Newel post's deep floor 12 is vertically provided in 1, for reinforcing the rigidity of newel post 1, stablizing newel post and participating in shearing resistance, newel post 1 jointly
Inner surface be vertically welded with more newel post's pegs 13, increase the globality that newel post 1 connect with concrete.One is formed by newel post 1
The confined boundary member of piece shear wall.
Wall 2 is welded with vertically arranged ribbed stiffener 23 within the walls at the both ends of two panels wall steel plate 21, within the walls ribbed stiffener 23
Perpendicular with wall steel plate 21, interval is welded with wall ribbed stiffener 24, wall to wall 2 from bottom to top in two panels wall steel plate 21
Ribbed stiffener 24 is horizontally disposed, and, spacing neighbouring two piece wall ribbed stiffeners 24 between perpendicular with wall steel plate 21
For 1000mm, reinforce shear wall wall rigidity, stablize shear wall wall and participate in shearing resistance jointly, wall 2 is in two panels wall steel plate
The more vertically arranged horizontally disposed tension ribs 26 of vertical muscle 25 and Duo Gen, the both ends difference of tension rib 26 are additionally provided in 21
On vertical muscle 25, more vertical muscle 25 and Duo Gen tension rib 26 constitute wall pull rod for resistance spot welding, wherein vertical muscle 25 with
Otic placode 27 is further sleeved at 24 opposite position of wall ribbed stiffener, otic placode 27 is welded on wall ribbed stiffener 24, is located at same water
The horizontal space between otic placode 27 in plane is 200mm, and wall pull rod, otic placode and two panels wall steel plate 21 form a whole
Primary structure member, the entirety primary structure member have good elastic stiffness, stability and higher stretching-resisting bending-resisting shear resistance.
The inner surface of two panels wall steel plate 21 is vertically welded with more wall pegs 28, increases what wall steel plate 21 was connect with concrete
Globality.
Cover board 5 is provided at the top and bottom of shear wall, wherein the cover board 5 positioned at top is welded with floor connection structure
Plate 6 is made, is connected for the floorboard with floor.On floor connecting structure plate 6 with spacing be 400mm be equidistantly welded with it is multiple
Plate ribbed stiffener 61 is constructed, to bear the shearing of connected floor.
The separate type biplate steel plate shear force wall of the present embodiment is installed by isolated newel post and wall by connecting plate and bolt
Group become a standard precast assembly component, the standard precast assembly component be stable Steel Structure system, isolated newel post and
Wall is using connecting plate and is bolted after-pouring coagulation local soil type at horizontal Lateral Resistant System, especially suitable for wanting to anti-seismic performance
Seek high skyscraper system.
The sequence of construction of the separate type biplate steel plate shear force wall of the present embodiment: 1, clear design drawing requirement and live place
Situation.2, for the steel plate shear force wall of biplate steel plate, newel post's peg, the welding assembly of newel post's deep floor are completed in factory；Wall
The arrangement of body peg arrangement, wall ribbed stiffener and otic placode welding, vertical muscle and wall pull rod is assembled, newel post's steel plate cantilever and wall
The bolt of steel plate cantilever connects reserved aperture, and the welding of interlayer closing panel, steel plate wall wall reserve enabling hole to steel plate wall up and down
Mouthful etc.；3, styletable and wall are successively transported into scene, lift steel plate wall prefabricated component by specification and code requirement segmentation merogenesis,
After the positioning of steel plate wall prefabricated component, it is connected with newel post and wall, welding steel member etc.；4, concrete within the walls, structure are poured
Integral steel plate shear force wall.
Embodiment two
The embodiment two of the separate type biplate steel plate shear force wall of strap bolt connection of the present invention is as shown in figure 8, with embodiment one
Unlike, bolt 4 be Split type bolt, be made of bolt head 41 and bolt reinforcing bar 42, bolt head 41 pass through connecting plate 3 and
It is protruded into after corresponding newel post's steel plate cantilever 11 or wall steel plate cantilever 22, bolt head 41 is being located at newel post's steel plate cantilever 11 or wall
The dip section of 22 inside of steel plate cantilever is 35mm, and dip section passes through with corresponding newel post's steel plate cantilever 11 or wall steel plate cantilever 22
Welding by both sides mutually welds, and weld seam is not overlapped, and the both ends of reinforcing bar 42 are inserted into respectively in corresponding bolt head 41, in newel post's steel plate cantilever
11 and wall steel plate cantilever 22 inside correspond to newel post's steel plate cantilever 11 and wall steel plate cantilever 22 gap location be additionally provided with it is perpendicular
To the sealing steel plate 7 being welded with a thickness of 5mm, seals steel plate 7 and further block newel post's steel plate cantilever 11 and wall steel plate cantilever
Gap between 22, shear wall are also provided with hole 7, and hole column is arranged at left and right sides of hole 7, are arranged in about 7 two sides of hole
Coupling beam.
Embodiment three
The embodiment three of the separate type biplate steel plate shear force wall of strap bolt connection of the present invention as shown in Figure 9, Figure 10, and is implemented
Unlike example one, embodiment two, shear wall is also provided with equipment hole 8, and hole column is arranged at left and right sides of equipment hole 8, on
Coupling beam is arranged in lower two sides.
Example IV
The example IV of the separate type biplate steel plate shear force wall of strap bolt connection of the present invention is as shown in Figure 11 to Figure 13 and real
It applies unlike example one, embodiment two, shear wall is also provided with equipment door opening 9, hole column is arranged at left and right sides of door opening 9, up and down
Coupling beam is arranged in two sides.
The above embodiment of the present invention is not limiting the scope of the present invention, and embodiments of the present invention are not limited to
This, all this kind above content according to the present invention is not departing from this according to the ordinary technical knowledge and customary means of this field
Modification, replacement or change under the premise of inventing above-mentioned basic fundamental thought, to other diversified forms that above structure of the present invention is made
More, it should all fall within the scope and spirit of the invention.
Claims (10)
1. the separate type biplate steel plate shear force wall of strap bolt connection, including newel post (1) and wall (2), newel post (1) is steel pipe column,
It is characterized by: the newel post (1) is reserved with two newel post's steel plate cantilevers (11) in the one end being connected with wall (2), it is described
The wall steel plate (21) that wall (2) has two panels vertically arranged, two panels wall steel plate (21) is in the one end being connected with newel post (1)
Be reserved with a wall steel plate cantilever (22), two newel post's steel plate cantilevers (11) and two wall steel plate cantilevers (22) relatively,
And there are gap between newel post's steel plate cantilever (11) and wall steel plate cantilever (22), the shear wall also have connecting plate (3) and
Bolt (4), connecting plate (3) is located at the outside of newel post's steel plate cantilever (11) and wall steel plate cantilever (22), and blocks newel post's steel plate
Gap between cantilever (11) and wall steel plate cantilever (22), bolt (4) are more, and part bolt (4) is outstanding across newel post's steel plate
It is fastenedly connected after arm (11) and connecting plate (3), part bolt (4) passes through wall steel plate cantilever (22) and connecting plate (3) fastens afterwards
Connection, so that newel post's steel plate cantilever (11) is connected with wall steel plate cantilever (22) with bolt (4) by connecting plate (3), institute
Newel post (1) and wall (2) are stated using section, disintegration production and on-site consolidation, it is assembled after using formed by integrally casting concrete at
Type constitutes whole steel plate shear force wall.
2. the separate type biplate steel plate shear force wall of strap bolt connection according to claim 1, it is characterised in that: the bolt
It (4) is whole bolt.
3. the separate type biplate steel plate shear force wall of strap bolt connection according to claim 1, it is characterised in that: the bolt
(4) it is Split type bolt, is made of bolt head (41) and bolt reinforcing bar (42), it is connecting plate (3) and right that bolt head (41) passes through
It is protruded into after the newel post's steel plate cantilever (11) or wall steel plate cantilever (22) answered, bolt head (41) is being located at newel post's steel plate cantilever (11)
Or the dip section on the inside of wall steel plate cantilever (22) is mutually welded with corresponding newel post's steel plate cantilever (11) or wall steel plate cantilever (22)
It connects, the both ends of bolt reinforcing bar (42) are inserted into respectively in corresponding bolt head (41), in newel post's steel plate cantilever (11) and wall steel
The inside of plate cantilever (22) corresponds to newel post's steel plate cantilever (11) and the gap location of wall steel plate cantilever (22) is also vertically welded with thickness
Degree is the sealing steel plate (7) of 5mm, and sealing steel plate (7) further blocks newel post's steel plate cantilever (11) and wall steel plate cantilever (22)
Between gap.
4. the separate type biplate steel plate shear force wall of strap bolt connection according to claim 1, it is characterised in that: the newel post
The length in reserve of steel plate cantilever (11) is 150mm, and the length in reserve of the wall steel plate cantilever (22) is 150mm, the newel post
Gap between steel plate cantilever (11) and wall steel plate cantilever (22) is 20mm.
5. the separate type biplate steel plate shear force wall of strap bolt connection according to claim 1, it is characterised in that: the newel post
(1) it is quadrate steel pipe column or round steel tubing string, is vertically provided with newel post's deep floor (12) in the newel post (1), the interior table of newel post (1)
Face is vertically welded with more newel post's pegs (13).
6. the separate type biplate steel plate shear force wall of strap bolt connection according to claim 1, it is characterised in that: the wall
(2) vertically arranged ribbed stiffener within the walls (23) is welded at the both ends of two panels wall steel plate (21), within the walls ribbed stiffener (23) and wall
Body steel plate (21) is perpendicular, and interval is welded with wall ribbed stiffener to the wall (2) from bottom to top in two panels wall steel plate (21)
(24), wall ribbed stiffener (24) is horizontally disposed, and perpendicular with wall steel plate (21), and the wall (2) is in two panels wall steel
More vertically arranged vertical muscle (25) and more horizontally disposed tension ribs (26), tension rib (26) are additionally provided in plate (21)
Both ends put be welded on vertical muscle (25) respectively, more vertical muscle (25) and more tension ribs (26) constitute wall pull rods, wherein
Vertical muscle (25) with wall ribbed stiffener (24) opposite position at be further sleeved with otic placode (27), otic placode (27) is welded on wall and adds
On strength rib (24), the inner surface of two panels wall steel plate (21) is vertically welded with more wall pegs (28).
7. the separate type biplate steel plate shear force wall of strap bolt connection according to claim 6, it is characterised in that: neighbouring
Two pieces of wall ribbed stiffeners (24) between spacing be 1000mm, between the level between otic placode (27) in same level
Away from for 200mm.
8. the separate type biplate steel plate shear force wall of strap bolt connection according to any one of claims 1 to 7, feature exist
In: cover board (5) are provided at the top and bottom of the shear wall, wherein the cover board (5) positioned at top is welded with floor connection
It constructs plate (6), is connected for the floorboard with floor.
9. the separate type biplate steel plate shear force wall of strap bolt connection according to claim 8, it is characterised in that: the floor
Multiple construction plate ribbed stiffeners (61) are equidistantly welded with for 400mm with spacing on connecting structure plate (6), to bear the floor that is connected
Shearing.
10. the separate type biplate steel plate shear force wall of strap bolt connection according to claim 9, it is characterised in that: described to cut
Power wall is also provided with equipment hole (8) or door opening (9), is provided with hole column at left and right sides of equipment hole (8) or door opening (9), on
Lower two sides are provided with coupling beam.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710052392.XA CN106836554B (en) | 2017-01-24 | 2017-01-24 | The separate type biplate steel plate shear force wall of strap bolt connection |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710052392.XA CN106836554B (en) | 2017-01-24 | 2017-01-24 | The separate type biplate steel plate shear force wall of strap bolt connection |
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| CN106836554A CN106836554A (en) | 2017-06-13 |
| CN106836554B true CN106836554B (en) | 2019-02-15 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088940A (en) * | 2013-01-29 | 2013-05-08 | 湖南大学 | Composite shear wall and construction method thereof |
| CN103912073A (en) * | 2014-04-10 | 2014-07-09 | 北京交通大学 | Internally-disposed-profile-steel steel pipe concrete frame low-yield-point steel plate shear wall structure |
| CN105064544A (en) * | 2015-08-08 | 2015-11-18 | 广州市设计院 | Shear wall with continuous zigzag tie bar structure |
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| US7849649B2 (en) * | 2005-01-27 | 2010-12-14 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088940A (en) * | 2013-01-29 | 2013-05-08 | 湖南大学 | Composite shear wall and construction method thereof |
| CN103912073A (en) * | 2014-04-10 | 2014-07-09 | 北京交通大学 | Internally-disposed-profile-steel steel pipe concrete frame low-yield-point steel plate shear wall structure |
| CN105064544A (en) * | 2015-08-08 | 2015-11-18 | 广州市设计院 | Shear wall with continuous zigzag tie bar structure |
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