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 PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
steel plate
wall
newel post
cantilever
bolt
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201710052392.XA
Other languages
Chinese (zh)
Other versions
CN106836554A (en
Inventor
陈星�
林泳
梁建荣
黄敏恩
陈加
汪初令
谢杰文
苏恒强
刘英洪
梁丽华
张小良
欧裕兴
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Construction Engineering Supervision Co., Ltd.
Original Assignee
Architectural Design and Research Institute of Guangdong Province
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Architectural Design and Research Institute of Guangdong Province filed Critical Architectural Design and Research Institute of Guangdong Province
Priority to CN201710052392.XA priority Critical patent/CN106836554B/en
Publication of CN106836554A publication Critical patent/CN106836554A/en
Application granted granted Critical
Publication of CN106836554B publication Critical patent/CN106836554B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-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 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

The separate type biplate steel plate shear force wall of strap bolt connection
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.
CN201710052392.XA 2017-01-24 2017-01-24 The separate type biplate steel plate shear force wall of strap bolt connection Active CN106836554B (en)

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

Publications (2)

Publication Number Publication Date
CN106836554A CN106836554A (en) 2017-06-13
CN106836554B true CN106836554B (en) 2019-02-15

Family

ID=59120788

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710052392.XA Active CN106836554B (en) 2017-01-24 2017-01-24 The separate type biplate steel plate shear force wall of strap bolt connection

Country Status (1)

Country Link
CN (1) CN106836554B (en)

Citations (3)

* Cited by examiner, † Cited by third party
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

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Patent Citations (3)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
CN106836554A (en) 2017-06-13

Similar Documents

Publication Publication Date Title
CN106869316A (en) The beam column edge of a wing is the group frame system and construction method of concrete filled steel tube
CN104499575B (en) Shock resistant connecting structure of reinforced concrete composite beam and steel pipe column
CN106149873A (en) Prefabricated assembled concrete frame construction and preparation method thereof
CN105544801A (en) Bolted connection technique for prefabricated large plate shear wall provided with concealed bracing and construction method
CN206917085U (en) A kind of prefabricated overlapping steel framed concrete beam
CN108412128A (en) A kind of connection structure of steel core concrete column
CN205894291U (en) Assemble integral precast prestressed reinforced concrete roof beam and frame support connnection structure
CN105926775A (en) Novel concrete-filled steel tube beam column joint
CN203640159U (en) Prestress box steel reinforced concrete composite beam
CN106368348A (en) Overlapped combined shear wall with double-phase stress characteristic
CN108487047B (en) Rigid connection structure of double-layer steel box-concrete combined pier column and steel box girder
CN207944590U (en) A kind of assembled steel frame-prefabricated steel reinforced concrete shear wall structure system
CN103397704A (en) Connected node of concrete filled steel tube combination column and reinforced concrete beams
CN203684526U (en) PBL stiffened rectangular steel tube concrete space truss
CN206957055U (en) A kind of replaceable steel truss high spin system superimposed sheet composite coupling beams
CN106836554B (en) The separate type biplate steel plate shear force wall of strap bolt connection
CN212715350U (en) Section steel concrete beam column structure
CN204456459U (en) A kind of assembling frame structure
CN106869326B (en) The frame system and construction method that hollow steel tube concrete integral node is constituted
CN208650328U (en) Connecting node between a kind of assembling steel plate-Combined concrete wall wall
CN206693403U (en) A kind of steel core concrete column and connected mode
CN206090943U (en) Composite wallboard
CN109469204A (en) Assembled steel reinforced concrete combination frame structure and construction method based on composite beam
CN205000361U (en) Multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method
CN109138220A (en) The compound assembled skeleton of fiber cement board, wall component and assembled steel reinforced concrete shear wall

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

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

TR01 Transfer of patent right