CN106836554A - 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
- Publication number
- CN106836554A CN106836554A CN201710052392.XA CN201710052392A CN106836554A CN 106836554 A CN106836554 A CN 106836554A CN 201710052392 A CN201710052392 A CN 201710052392A CN 106836554 A CN106836554 A CN 106836554A
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- China
- Prior art keywords
- steel plate
- wall body
- newel post
- cantilever
- wall
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Classifications
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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
Abstract
The invention discloses the separate type biplate steel plate shear force wall of strap bolt connection,Including newel post and wall body,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 body,The wall body has the vertically arranged wall body steel plate of two panels,Two panels wall body steel plate is reserved with a wall body steel plate cantilever in the one end being connected with newel post,Two newel post's steel plate cantilevers and two wall body steel plate cantilevers are just right,And leave gap between newel post's steel plate cantilever and wall body steel plate cantilever,Described newel post's steel plate cantilever is connected by connecting plate with wall body steel plate cantilever with bolt,Connecting plate is located at the outside of newel post's steel plate cantilever and wall body steel plate cantilever,And the gap between closure newel post's steel plate cantilever and wall body steel plate cantilever,The newel post and wall body use section,Disintegration is produced and on-site consolidation,Formed by integrally casting concrete formation is used after assembly,Constitute overall steel plate shear force wall.The shear wall uses and simplifies operational procedure, environmental protection, economizes on resources.
Description
Technical field
The present invention relates to a kind of building structure wall, the separate type biplate steel plate shear force wall of strap bolt connection is specifically referred to.
Background technology
The shear wall that current various regions use 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 live floor space is big, 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 volume is inclined during for high-rise building
Greatly；The vertical weld seam of double-layer plate compound shear wall is more, and need to be using wall body tension rib and the steel plate perforate plug welding of wall body or welding
Interal fixation biplate wall body steel plate, construction operation amount is big, and the duration is more long.
Carried forward vigorously under the building industrialized overall background of assembled in country, invent a kind of novel environment friendly and be easy to the new of construction
Type shear wall just seems necessary.
The content of the invention
It is an object of the invention to provide the separate type biplate steel plate shear force wall of strap bolt connection, the shear wall using newel post and
Wall body section, disintegration production and on-site consolidation, simplify operational procedure, environmental protection, economize on resources, realize factorial praluction, side
Just lifting shaping.
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 body, newel post is steel pipe column, it is characterised in that：The newel post is reserved with the one end being connected with wall body
Two newel post's steel plate cantilevers, the wall body has the vertically arranged wall body steel plate of two panels, and two panels wall body steel plate is connected with newel post
The one end for connecing is reserved with a wall body steel plate cantilever, and two newel post's steel plate cantilevers and two wall body steel plate cantilevers are relative, and end
Gap is left between post steel plate cantilever and wall body steel plate cantilever, the shear wall also has connecting plate and bolt, and connecting plate is located at
Gap between the outside of newel post's steel plate cantilever and wall body steel plate cantilever, and closure newel post's steel plate cantilever and wall body steel plate cantilever,
Bolt is many, and part bolt is fastenedly connected after passing through newel post's steel plate cantilever and connecting plate, and part bolt is outstanding through wall body steel plate
It is fastenedly connected after arm and connecting plate, so that newel post's steel plate cantilever is connected with wall body steel plate cantilever with bolt by connecting plate,
The newel post and wall body use formed by integrally casting concrete formation, structure using section, disintegration production and on-site consolidation after assembly
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 separate newel post and wall body
As a standard precast assembly component, the standard precast assembly component be stabilization Steel Structure system, manufacture it is easy for installation, make
Valency 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,
Realize factorial praluction, convenient lifting shaping.
Bolt in the present invention can use whole bolt, it would however also be possible to employ Split type bolt, when using Split type bolt
When, it is made up of bolt head and bolt reinforcing bar, bolt head hangs through connecting plate and corresponding newel post's steel plate cantilever or wall body steel plate
Stretched into after arm, bolt head is outstanding with corresponding newel post's steel plate in the dip section on the inside of newel post's steel plate cantilever or wall body steel plate cantilever
Arm or wall body steel plate cantilever are mutually welded, and the two ends of reinforcing bar are inserted into corresponding bolt head respectively, in newel post's steel plate cantilever and wall
Inner side correspondence newel post's steel plate cantilever of body steel plate cantilever and the gap location of wall body steel plate cantilever are additionally provided with and are vertically welded with thickness
It is the sealing steel plate of 5mm, sealing steel plate further blocks the gap between newel post's steel plate cantilever and wall body 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 body steel plate cantilever
It is 150mm, the gap between newel post's steel plate cantilever and wall body steel plate cantilever is 20mm.
In the present invention, the newel post is quadrate steel pipe column or round steel tubing string, and newel post's ribs is vertically provided with the newel post
Plate, the inner surface of newel post is vertically welded with many newel post's pegs.
In the present invention, the wall is welded with vertically arranged ribbed stiffener within the walls in the two ends of two panels wall body steel plate, within the walls
Ribbed stiffener is perpendicular with wall body steel plate, and interval is welded with wall body ribbed stiffener to the wall from bottom to top in two panels wall body steel plate,
Wall body ribbed stiffener is horizontally disposed with, and perpendicular with wall body steel plate, and the wall is additionally provided with many in two panels wall body steel plate
Vertically arranged vertical muscle and the horizontally disposed tension ribs of Duo Gen, the two ends of tension rib are put be welded on vertical muscle respectively, and many are erected
Constitute wall body pull bar to muscle and Duo Gen tension ribs, wherein, vertical muscle with wall body ribbed stiffener opposite position at be also set with ear
Plate, otic placode is welded on wall body ribbed stiffener, and the inner surface of two panels wall body steel plate is vertically welded with many wall body pegs.
In the present invention, the spacing between two pieces of neighbouring wall body ribbed stiffeners is 1000mm, in same level
Otic placode between level interval be 200mm.
In the present invention, cover plate is provided with the top and bottom of the shear wall, wherein, the cover plate positioned at top is welded with
Floor connecting structure plate, is connected for the floorboard with floor.
Multiple construction plates are equidistantly welded with the present invention, on the floor connecting structure plate with spacing as 400mm to put more energy into
Rib, to bear the shearing of connected floor.
In the present invention, the shear wall is further opened with equipment hole OR gate hole, and the left and right sides in equipment hole OR gate hole sets
Hole post is equipped with, upper and lower both 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 convenient 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 matched with building industrialization requirement.Make the job site colligation of conventional rebar concrete shear force wall
The complicated construction process changeovers such as reinforcing bar, formwork cast concrete are produced and live group into the element factory metaplasia for meeting industrial requirement
Dress construction technology.It is simple to manufacture easy for installation, greatly improves speed of application.
(2) newel post and wall status section are calculated when separate type biplate steel plate shear force wall of the invention calculates stress, but coagulation
Soil is not separated, with etc. strong calculate connecting plate and bolt consumption.Newel post and wall body steel plate vertically pass through connecting plate and bolt connection
Into a standard precast assembly component.It is bolted between newel post and wall body, it is internal by steel member welding, reinforcing bar drawknot
Etc. the horizontal Lateral Resistant System for making shear wall form stabilization.
(3) separate type biplate steel plate shear force wall wall body steel plate of the invention is by resistance spot welding on the vertical muscle in wall body
Arrangement tension rib constitutes new wall body pull bar, and wall body drag link sleeve is fixed on otic placode, and coagulation is irrigated by biplate wall body steel plate
Suffered coagulation thrust of earth etc. calculates by force wall body pull bar consumption when native, and coagulation is irrigated in standard precast assembly component sections between wall layers
Without resisting coagulation with the steel plate perforate plug welding of wall body or a large amount of Interal fixation biplate wall body steel plates of welding using tension rib when native
Thrust of earth；A standard wall body component can be assembled into plant produced all parts, scene directly lifts assembling construction, applying
Without building shear wall construction template and form removal, material-saving consumption, compared to current existing steel plate in addition during work
Shear wall saves steel using amount, and easy construction shortens the construction period, with obvious 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 shaping can again be transported to and apply in the factory
Work scene, only needs by simple welding and bolt connection at the construction field (site), and each section of steel plate wall is the positioning for being capable of achieving prefabricated components
Docking, while the separate type biplate steel plate shear force wall upper and lower end parts of strap bolt connection are provided with the assembled section of standard between cover plate, wall layers
Docking is assembled, even if deviation 2mm nor affects on the outward appearance of building and uses function.Assembling is very convenient, quick, vertical to install essence
Degree requires low so that the speed of application of shear wall is greatly improved.It is completed and after acceptance(check), you can prefabricated to standard
Assembling members concrete construction.
(5) separate type biplate steel plate shear force wall of the invention is molded using separate newel post and wall body formed by integrally casting, by steel
Plate and concrete bear vertical load and horizontal loading jointly, deep floor is set in steel plate wall body and strengthens the flat of shear wall
Face rigidity, stabilization shear wall simultaneously participates in shearing resistance jointly.Traditional shear wall thickness is generally 1000mm, and shearing wall thickness of the invention
Degree is only 600mm~700mm, so as to greatly reduce the concrete amount of perfusion shear wall, compared to concrete shear force wall volume
Greatly reduce, the deadweight of shear wall is greatly reduced so that the antidetonation of shear wall, wind resistance are improved, shear wall and building
The cost on thing basis can be minimized, and be particularly well-suited to super-high building structural system.
Brief description of the drawings
The present invention is described in further details with reference to the accompanying drawings and detailed description.
Fig. 1 is the facade structures schematic diagram of the separate type biplate steel plate shear force wall embodiment one of strap bolt connection of the present invention；
Fig. 2 is A-A sectional views of Fig. 1；
Fig. 3 is B-B sectional views of Fig. 1；
Fig. 4 is C-C sectional views of Fig. 1；
Fig. 5 is D-D sectional views of Fig. 1；
Fig. 6 is the structural representation of otic placode in the separate type biplate steel plate shear force wall embodiment one that strap bolt of the present invention is connected
Figure；
Fig. 7 is the floor connection diagram of the separate type biplate steel plate shear force wall embodiment one of strap bolt connection of the present invention；
Fig. 8 is the sectional view of the separate type biplate steel plate shear force wall embodiment two of strap bolt connection of the present invention；
Fig. 9 is the facade structures schematic diagram of the separate type biplate steel plate shear force wall embodiment three of strap bolt connection of the present invention；
Figure 10 is E-E sectional views of Fig. 9；
Figure 11 is the facade structures schematic diagram of the separate type biplate steel plate shear force wall example IV of strap bolt connection of the present invention；
Figure 12 is F-F sectional views of Figure 11；
Figure 13 is G-G sectional views of Figure 11.
Description of reference numerals
1st, newel post；11st, newel post's steel plate cantilever；12nd, newel post's deep floor；13rd, newel post's peg；
2nd, wall body；21st, wall body steel plate；22nd, wall body steel plate cantilever；23rd, ribbed stiffener within the walls；
24th, wall body ribbed stiffener；25th, vertical muscle；26th, tension rib；27th, otic placode；
28th, wall body peg；3rd, connecting plate；4th, bolt；41st, bolt head；42nd, bolt reinforcing bar；
5th, cover plate；6th, floor connecting structure plate；61st, plate ribbed stiffener is constructed；7th, steel plate is sealed；
8th, equipment hole；9th, 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
Post 1 and wall body 2, newel post 1 are steel pipe column, and newel post 1 is reserved with two newel post steel plate cantilevers 11 in the one end being connected with wall body 2,
The length in reserve of newel post steel plate cantilever 11 is 150mm, and wall body 2 has the vertically arranged wall body steel plate 21 of two panels, two panels wall body steel
Plate 21 is reserved with a wall body steel plate cantilever 22, the length in reserve of wall body steel plate cantilever 22 in the one end being connected with newel post 1
It is 150mm, the length in reserve of newel post steel plate cantilever 11 and the length in reserve of wall body steel plate cantilever 22 are used for meeting between the two
Bolt is effectively connected, it is ensured that overall stress, and two newel post steel plate cantilevers 11 and two wall body steel plate cantilevers 22 are relative, and newel post's steel
The gap of 20mm is left between plate cantilever 11 and wall body steel plate cantilever 22.
Newel post steel plate cantilever 11 is connected by connecting plate 3 with wall body steel plate cantilever 22 with bolt 4, and bolt 4 is using M18's
High intensity standard bolt, connecting plate 3 is located at the outside of newel post steel plate cantilever 11 and wall body steel plate cantilever 22, and closure newel post steel plate
Gap between cantilever 11 and wall body steel plate cantilever 22, bolt 4 is many whole bolts, and part bolt 4 is outstanding through 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 body steel plate cantilever 22 and connecting plate 3, so that logical
Cross connecting plate 3 and bolt 4 newel post steel plate cantilever 11 is connected with wall body steel plate cantilever 22, newel post 1 and wall body 2 are using segmentation
Change, disintegration is produced and on-site consolidation, and formed by integrally casting concrete formation is used after assembly, constitutes overall steel plate shear force wall.
In the present embodiment, newel post 1 is quadrate steel pipe column, and steel plate thickness is determined by calculating, it would however also be possible to employ round steel tubing string, newel post
Newel post's deep floor 12 is vertically provided with 1, the rigidity for strengthening newel post 1, stabilization newel post simultaneously participates in shearing resistance jointly, newel post 1
Inner surface be vertically welded with many newel post's pegs 13, increase the globality that newel post 1 is connected with concrete.One is constituted by newel post 1
The confined boundary member of piece shear wall.
Wall body 2 is welded with vertically arranged ribbed stiffener 23 within the walls at the two ends of two panels wall body steel plate 21, within the walls ribbed stiffener 23
Perpendicular with wall body steel plate 21, interval is welded with wall body ribbed stiffener 24, wall body to wall body 2 from bottom to top in two panels wall body steel plate 21
Ribbed stiffener 24 is horizontally disposed with, and, spacing neighbouring two piece wall body ribbed stiffeners 24 between perpendicular with wall body steel plate 21
It is 1000mm, strengthens shear wall wall body rigidity, stabilization shear wall wall body simultaneously participates in shearing resistance jointly, and wall body 2 is in two panels wall body steel plate
The many vertically arranged horizontally disposed tension ribs 26 of vertical muscle 25 and Duo Gen, the two ends difference of tension rib 26 are additionally provided with 21
On vertical muscle 25, many vertical muscle 25 and Duo Gen tension ribs 26 constitute wall body pull bar for resistance spot welding, wherein, vertical muscle 25 with
Otic placode 27 is also set with the opposite position of wall body ribbed stiffener 24, otic placode 27 is welded on wall body ribbed stiffener 24, positioned at same water
The level interval between otic placode 27 in plane is 200mm, and wall body pull bar, otic placode and two panels wall body steel plate 21 form a whole
Primary structure member, the overall primary structure member has good elastic stiffness, stability and stretching-resisting bending-resisting shear resistance higher.
The inner surface of two panels wall body steel plate 21 is vertically welded with many wall body pegs 28, increases what wall body steel plate 21 was connected with concrete
Globality.
Cover plate 5 is provided with the top and bottom of shear wall, wherein, the cover plate 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 multiple is equidistantly welded with by 400mm of spacing
Construction plate ribbed stiffener 61, to bear the shearing of connected floor.
The separate type biplate steel plate shear force wall of the present embodiment is installed by separate newel post and wall body by connecting plate and bolt
It is a standard precast assembly component to constitute, the standard precast assembly component be stabilization Steel Structure system, the newel post of separation and
Wall body uses connecting plate and bolt connection after-pouring coagulation local soil type into horizontal Lateral Resistant System, and being particularly well-suited to will to anti-seismic performance
Seek skyscraper system high.
The sequence of construction of the separate type biplate steel plate shear force wall of the present embodiment：1st, clear and definite design drawing requirement and live place
Situation.2nd, for the steel plate shear force wall of biplate steel plate, newel post's peg, newel post's deep floor welding assembly are completed in factory；Wall
The arrangement assembly of body peg arrangement, wall body ribbed stiffener and otic placode welding, vertical muscle and wall body pull bar, newel post's steel plate cantilever and wall body
Perforate is reserved at the bolt connection of steel plate cantilever, the upper and lower interlayer closing panel welding of steel plate wall, steel plate wall wall body reserves enabling hole
Mouthful etc.；3rd, styletable and wall body are successively transported into scene, by specification and code requirement segmentation merogenesis lifting steel plate wall prefabricated component,
After after steel plate wall prefabricated component positioning, newel post and wall body are connected with, weld steel member etc.；4th, 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 of the present invention connection as shown in figure 8, with embodiment one
Unlike, bolt 4 is Split type bolt, is made up of bolt head 41 and bolt reinforcing bar 42, bolt head 41 through connecting plate 3 and
Stretched into after corresponding newel post's steel plate cantilever 11 or wall body steel plate cantilever 22, bolt head 41 is positioned at newel post steel plate cantilever 11 or wall body
The dip section of the inner side of steel plate cantilever 22 is 35mm, and dip section passes through with corresponding newel post's steel plate cantilever 11 or wall body steel plate cantilever 22
Welding by both sides is mutually welded, and weld seam is not overlapped, and the two ends of reinforcing bar 42 are inserted into corresponding bolt head 41 respectively, in newel post's steel plate cantilever
The gap location of 11 newel post's steel plate cantilevers 11 corresponding with the inner side of wall body steel plate cantilever 22 and wall body steel plate cantilever 22 is additionally provided with perpendicular
To the sealing steel plate 7 that thickness is 5mm is welded with, steel plate 7 further closure newel post steel plate cantilever 11 and wall body steel plate cantilever are sealed
Gap between 22, shear wall is further opened with hole 7, and hole post is set in the left and right sides of hole 7, is set both sides about 7 at 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 further opened with equipment hole 8, and hole post is set in the left and right sides of equipment hole 8, on
Lower both sides set coupling beam.
Example IV
The example IV of the separate type biplate steel plate shear force wall of strap bolt of the present invention connection is as shown in Figure 11 to Figure 13, and real
Apply unlike example one, embodiment two, shear wall is further opened with equipment door opening 9, hole post is set in the left and right sides of door opening 9, up and down
Both sides set coupling beam.
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 the above of the invention, according to the ordinary technical knowledge and customary means of this area, is not departing from this
Under the premise of inventing above-mentioned basic fundamental thought, the modification of other diversified forms made to said structure of the present invention, replace or become
More, all should fall within the scope and spirit of the invention.
Claims (10)
1. the separate type biplate steel plate shear force wall that strap bolt is connected, including newel post (1) and wall body (2), newel post (1) is steel pipe column,
It is characterized in that：The newel post (1) is reserved with two newel posts's steel plate cantilever (11) in the one end being connected with wall body (2), described
, with vertically arranged wall body steel plate (21) of two panels, two panels wall body steel plate (21) is in the one end being connected with newel post (1) for wall body (2)
Wall body steel plate cantilever (22) is reserved with, two newel posts's steel plate cantilever (11) and two walls body steel plate cantilever (22) are relative,
And leave gap between newel post's steel plate cantilever (11) and wall body steel plate cantilever (22), the shear wall also have connecting plate (3) and
Bolt (4), connecting plate (3) is positioned at newel post's steel plate cantilever (11) and the outside of wall body steel plate cantilever (22), and closure newel post steel plate
Gap between cantilever (11) and wall body steel plate cantilever (22), bolt (4) is many, and part bolt (4) is outstanding through newel post's steel plate
It is fastenedly connected after arm (11) and connecting plate (3), part bolt (4) is fastened afterwards through wall body steel plate cantilever (22) and connecting plate (3)
Connection, so that newel post's steel plate cantilever (11) is connected with wall body steel plate cantilever (22) with bolt (4) by connecting plate (3), institute
Newel post (1) and wall body (2) are stated using section, disintegration production and on-site consolidation, after assembly using formed by integrally casting concrete into
Type, constitutes overall steel plate shear force wall.
2. the separate type biplate steel plate shear force wall that strap bolt according to claim 1 is connected, it is characterised in that：The bolt
(4) it is whole bolt.
3. the separate type biplate steel plate shear force wall that strap bolt according to claim 1 is connected, it is characterised in that：The bolt
(4) it is Split type bolt, is made up of bolt head (41) and bolt reinforcing bar (42), bolt head (41) is through connecting plate (3) and right
Newel post's steel plate cantilever (11) answered stretches into after wall body steel plate cantilever (22), and bolt head (41) is positioned at newel post's steel plate cantilever (11)
Or the dip section on the inside of wall body steel plate cantilever (22) is mutually welded with corresponding newel post's steel plate cantilever (11) or wall body steel plate cantilever (22)
Connect, the two ends of reinforcing bar (42) are inserted into corresponding bolt head (41) respectively, it is outstanding in newel post's steel plate cantilever (11) and wall body steel plate
Inner side correspondence newel post's steel plate cantilever (11) of arm (22) and the gap location of wall body steel plate cantilever (22) are additionally provided with and are vertically welded with
Thickness is the sealing steel plate (7) of 5mm, and sealing steel plate (7) further blocks newel post's steel plate cantilever (11) and wall body steel plate cantilever
(22) gap between.
4. the separate type biplate steel plate shear force wall that strap bolt according to claim 1 is connected, 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 body steel plate cantilever (22) is 150mm, the newel post
Gap between steel plate cantilever (11) and wall body steel plate cantilever (22) is 20mm.
5. the separate type biplate steel plate shear force wall that strap bolt according to claim 1 is connected, it is characterised in that：The newel post
(1) it is quadrate steel pipe column or round steel tubing string, newel post's deep floor (12), the interior table of newel post (1) is vertically provided with the newel post (1)
Face is vertically welded with many newel post's pegs (13).
6. the separate type biplate steel plate shear force wall that strap bolt according to claim 1 is connected, it is characterised in that：The wall body
(2) vertically arranged ribbed stiffener within the walls (23) is welded with the two ends of two panels wall body steel plate (21), within the walls ribbed stiffener (23) and wall
Body steel plate (21) is perpendicular, and interval is welded with wall body ribbed stiffener to the wall body (2) from bottom to top in two panels wall body steel plate (21)
(24), wall body ribbed stiffener (24) is horizontally disposed with, and perpendicular with wall body steel plate (21), and the wall body (2) is in two panels wall body steel
Many vertically arranged vertical muscle (25) and many horizontally disposed tension ribs (26), tension rib (26) are additionally provided with plate (21)
Two ends put be welded on vertical muscle (25) respectively, many vertical muscle (25) and many tension ribs (26) constitute wall body pull bars, wherein,
Vertical muscle (25) with wall body ribbed stiffener (24) opposite position at be also set with otic placode (27), otic placode (27) is welded on wall body and adds
On strength rib (24), the inner surface of two panels wall body steel plate (21) is vertically welded with many wall bodies peg (28).
7. the separate type biplate steel plate shear force wall that strap bolt according to claim 6 is connected, it is characterised in that：It is neighbouring
Two pieces of wall bodies ribbed stiffener (24) between spacing be 1000mm, between the level between otic placode (27) in same level
Away from being 200mm.
8. the separate type biplate steel plate shear force wall that the strap bolt according to any one of claim 1 to 7 is connected, its feature exists
In：Cover plate (5) is provided with the top and bottom of the shear wall, wherein, the cover plate (5) positioned at top is welded with floor connection
Construction plate (6), is connected for the floorboard with floor.
9. the separate type biplate steel plate shear force wall that strap bolt according to claim 8 is connected, it is characterised in that：The floor
Multiple constructions plate ribbed stiffener (61) are equidistantly welded with connecting structure plate (6) with spacing as 400mm, to bear the floor that is connected
Shearing.
10. the separate type biplate steel plate shear force wall that strap bolt according to claim 9 is connected, it is characterised in that：It is described to cut
Power wall is further opened with equipment hole (8) OR gate hole (9), and the left and right sides of equipment hole (8) OR gate hole (9) is provided with hole post, on
Lower both sides are provided with coupling beam.
Priority Applications (1)
| 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 |
Applications Claiming Priority (1)
| 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 true CN106836554A (en) | 2017-06-13 |
| CN106836554B CN106836554B (en) | 2019-02-15 |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110113715A1 (en) * | 2005-01-27 | 2011-05-19 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls |
| 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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- 2017-01-24 CN CN201710052392.XA patent/CN106836554B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110113715A1 (en) * | 2005-01-27 | 2011-05-19 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls |
| 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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Effective date of registration: 20190513 Address after: 510010 303-307, 3rd floor, 73 Liuhua Road, Liwan District, Guangzhou City, Guangdong Province Patentee after: Guangdong Construction Engineering Supervision Co., Ltd. Address before: 510010 No. 97 Liuhua Road, Guangzhou, Guangdong Province Patentee before: Architectural Design and research Institute of Guangdong Province |