CN110130516A - Corrugated steel board wall assembled height is adjustable connecting node and its installation method - Google Patents
Corrugated steel board wall assembled height is adjustable connecting node and its installation method Download PDFInfo
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- CN110130516A CN110130516A CN201910352404.XA CN201910352404A CN110130516A CN 110130516 A CN110130516 A CN 110130516A CN 201910352404 A CN201910352404 A CN 201910352404A CN 110130516 A CN110130516 A CN 110130516A
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- corrugated steel
- board wall
- steel board
- jointbar
- bridgeware
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 131
- 239000010959 steel Substances 0.000 title claims abstract description 131
- 238000009434 installation Methods 0.000 title claims abstract description 21
- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000002093 peripheral effect Effects 0.000 claims abstract description 6
- 239000003351 stiffener Substances 0.000 claims description 15
- 241000251468 Actinopterygii Species 0.000 claims description 9
- 238000005265 energy consumption Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
This application involves technical field of structural engineering, a kind of adjustable connecting node of corrugated steel board wall assembled height and its installation method are provided.The adjustable connecting node of corrugated steel board wall assembled height includes corrugated steel board wall, T-type bridgeware and jointbar；Corrugated steel board wall is attached by T-type bridgeware and jointbar with peripheral frame；The upper and lower ends of corrugated steel board wall one T-type bridgeware of each self installation；Pass through the respective edge of a wing respectively positioned at the Vierendeel girder of corrugated steel board wall upper and lower ends and one jointbar is installed；T-type bridgeware positioned at corrugated steel board wall upper end is oppositely arranged and is connect with the jointbar for being located at corrugated steel board wall upper end by its web, and the T-type bridgeware positioned at corrugated steel board wall lower end is oppositely arranged and is connect with the jointbar for being located at corrugated steel board wall lower end by its web.Using technical solution provided by the present application, corrugated steel board wall and the connection installation question of Vierendeel girder in the height direction can solve, and guarantee the reliable of connection.
Description
Technical field
This application involves technical field of structural engineering, specifically, be related to a kind of corrugated steel board wall assembled height can
Adjust connecting node and its installation method.
Background technique
Corrugated steel board wall, especially without buckling ripple steel plate wall, with very full and stable stagnant under geological process
Curve is returned, energy dissipating ability is strong and from heavy and light, easy for installation therefore more and more extensive in engineer application.Its principle is, steel plate
By setback form, Out-of Plane Stiffness is improved, it is ensured that it is surrendered prior to buckling, to realize abundant energy dissipating.Existing research table
Bright, for energy dissipating ability with respect to decades of times is improved for conventional steel plates wall, hysteresis loop is fuller, solves its Out-of Plane Stiffness
It is small, easy more early out-of-plane buckling and the weak problem of energy dissipating ability under earthquake, though and it avoids buckling-restrained steel plate wall and can effectively avoid
Buckling but the shortcomings that out of plane constraint component and higher cost need to be additionally set.
Corrugated steel board wall is mainly made of corrugated steel and vertical edges component.Corrugated steel is by controlling its width-thickness ratio etc.
Key parameter can make it that out-of-plane buckling not occur when reaching 1/50 elastoplasticity story drift limit value, to guarantee its stabilization
Full Hysteresis Behavior.Vertical edges component is generally box section, and welded section or fashioned iron can be used.Corrugated steel board wall master
It to connect with Vierendeel girder, not be connected under normal circumstances with frame column.It, can also be straight when space is limited or ripple wall width is larger
It connects using frame column as its vertical edges component.
When corrugated steel uses vertical wave mode or oblique wave mode, if directly by corrugated steel and edge member and frame
Beam carries out butt welding, and there are following problems:
(1) weld seam is complicated, and the weld seam of the corrugated steel and Vierendeel girder of vertical wave mode and oblique wave mode is undaform, and box is cut
The weld seam of face vertical edges component and Vierendeel girder is silent section, therefore welding workload is big；
(2) since the butt weld of corrugated steel and Vierendeel girder is undaform, box-type section vertical edges component and frame
The weld seam of beam is closed type, therefore at the scene under welding condition, it is difficult to guarantee the quality of butt weld.
(3) since frame and corrugated steel board wall are prefabrication, the error of component itself is controllable and typically small,
But in more situation, since construction error is larger, can exist between Vierendeel girder after corrugated steel board wall is in place larger gap or
Corrugated steel board wall too it is high can not be embedded in upper and lower frames set a roof beam in place between the case where, so that welding installation can not be carried out.
Summary of the invention
The application purpose is, proposes a kind of adjustable connecting node of corrugated steel board wall assembled height and its installation method,
To solve corrugated steel board wall and the connection installation question of Vierendeel girder in the height direction, and guarantee the reliable of connection.
In order to achieve the above objectives, this application provides following technical solutions:
A kind of adjustable connecting node of corrugated steel board wall assembled height, including corrugated steel board wall, T-type bridgeware and fish tail connect
Fishplate bar；The corrugated steel board wall is attached by the T-type bridgeware and the jointbar with peripheral frame；
One T-type bridgeware of each self installation of the upper and lower ends of the corrugated steel board wall, the length of the T-type bridgeware
Equal with the width of the corrugated steel board wall, the T-type bridgeware positioned at corrugated steel board wall upper end is in inverted T shaped setting, is located at
The T-shaped setting of T-type bridgeware of corrugated steel board wall lower end；
Pass through the respective edge of a wing respectively positioned at the Vierendeel girder of the corrugated steel board wall upper and lower ends and one fish tail is installed
Connecting plate, the jointbar are aligned with the web of respective Vierendeel girder in the longitudinal direction respectively；
The T-type bridgeware includes the flange plate and web being mutually connected vertically, and the jointbar and the T-type turn
Change that part is isometric, positioned at corrugated steel board wall upper end T-type bridgeware by its web be located at corrugated steel board wall upper end
Jointbar be oppositely arranged and connect, the T-type bridgeware positioned at corrugated steel board wall lower end is by its web and being located at
The jointbar of corrugated steel board wall lower end is oppositely arranged and connects.
Further, the corrugated steel board wall includes corrugated steel and the vertical edges structure positioned at the corrugated steel two sides
Part.
Further, within the scope of the vertical edges surface member width, the web of the T-type bridgeware connects with the fish tail
The opposite side of fishplate bar is provided with horizontal serrated teeth and central circular bolt hole；
Within the scope of the vertical edges surface member width, the jointbar is opposite with the T-type bridgeware one
Side is provided with horizontal serrated teeth and center oblong bolt hole up and down；
Within the scope of the vertical edges surface member width, between the web and the jointbar of the T-type bridgeware,
It is engaged by the horizontal serrated teeth of the two, and is connected by screw bolts by the bolt hole of the two.
Further, in the corrugated steel width range, the web of the T-type bridgeware and the jointbar it
Between connected using high-strength bolt or fillet weld.
Further, the web of the T-type bridgeware is mounted on the jointbar in the irrelative side of the two
Vertical ribbed stiffener corresponding with the vertical edges component.
Further, the corrugated steel board wall is using conventional deck wall or without buckling corrugated steel energy consumption wall.
Further, the corrugated steel uses horizontal wave mode, vertical wave mode or oblique wave mode.
Further, the vertical edges component utilizes corrugated steel board wall periphery using box-shaped section component or directly
Frame column as its vertical edges component.
Further, when space is limited or the steel plate ripple wall width is larger, the corrugated steel board wall is directly utilized
The frame column on periphery is as vertical edges component.
The application also provides a kind of installation method of the adjustable connecting node of corrugated steel board wall assembled height, comprising:
(1) the frame flange of beam on corrugated steel board wall periphery welds jointbar, and makes jointbar and Vierendeel girder
Web alignment；
At the same time it can also opposite with vertical edges component in jointbar and the irrelative side installation of T-type bridgeware
The vertical ribbed stiffener answered；
(2) wide T-type bridgeware is welded in the upper and lower ends of corrugated steel board wall, and T-type bridgeware is connect with fish tail
Plate has the surface of horizontal serrated teeth opposite, adjusts the groove occlusal position and mounting height of the two；
At the same time it can also in the web of T-type bridgeware and the irrelative side installation of jointbar and vertical edges structure
The corresponding vertical ribbed stiffener of part；
(3) in vertical edges component range, it is engaged jointbar and the groove of T-type bridgeware closely, and by T-type
Bridgeware is aligned with the bolt hole of jointbar and is attached using high-strength bolt；
(4) within the scope of corrugated steel, by fillet weld or high-strength bolt by jointbar and T-type bridgeware web
Connection.
The application principle:
The application makes the height of corrugated steel wall member itself have adjustability by using T-type bridgeware；
By using jointbar, keep the connection of corrugated steel board wall and Vierendeel girder more convenient；And by using oval
Shape hole, height is adjustable when connecting corrugated steel board wall T-type bridgeware with jointbar；
By the connection type for using zigzag occlusion in vertical edges component range, it is ensured that vertical edges component
Axle power transmitting is reliable；And it is corresponding with vertical edges component vertical by being arranged in the side of jointbar and T-type bridgeware
Ribbed stiffener, first is that ensure that the transmitting of vertical axle power is more effective, it is ensured that rigid outside the face of jointbar and T-type bridgeware
Degree, guarantees its stability.
Compared with prior art, the beneficial effects of the present application are as follows:
(1) the application uses T-type bridgeware and jointbar, and corrugated steel board wall mounting height is made to have adjustability, solution
Corrugated steel board wall of having determined is difficult to install due to connecting caused by inevitable construction error in the height direction with Vierendeel girder
The problem of, especially for the corrugated steel board wall of vertical wave mode and oblique wave mode, reduce site welding amount to a certain extent,
Improve economy.
(2) connection type by using zigzag to be engaged in vertical edges component range, it is ensured that vertical edges structure
The axle power transmitting of part is reliable；And it is corresponding with vertical edges component by being arranged in the side of jointbar and T-type bridgeware
Vertical ribbed stiffener, first is that ensure that the transmitting of vertical axle power is more effective, it is ensured that the face of jointbar and T-type bridgeware
Outer rigidity guarantees its stability.
(3) the application connecting structure and installation method are not only applicable to grassroot project, including steel frame and armored concrete
The engineering of frame structure type realizes the application in the project of reinforcing also by way of using encased steel plate on Vierendeel girder.
Detailed description of the invention
Fig. 1 is that the normal section structure of the adjustable connecting node of corrugated steel board wall assembled height provided by the embodiments of the present application is shown
It is intended to.
Fig. 2 is the adjustable connecting node of corrugated steel board wall assembled height provided by the embodiments of the present application along the side 1-1 shown in Fig. 1
To the schematic diagram of the section structure.
Fig. 3 is the adjustable connecting node of corrugated steel board wall assembled height provided by the embodiments of the present application along 2-2 as shown in Figure 1
The schematic diagram of the section structure in direction.
Fig. 4 is the schematic diagram of T-type bridgeware provided by the embodiments of the present application.
Fig. 5 is the schematic diagram of jointbar provided by the embodiments of the present application.
Fig. 6 is the scheme of installation of the adjustable connecting node of corrugated steel board wall assembled height provided by the embodiments of the present application.
Each symbology in figure: 1. corrugated steels；2. vertical edges component；3.T type bridgeware；4. jointbar；5.
Vertical ribbed stiffener；6. Vierendeel girder；7. frame column；8. fillet weld；9. high-strength bolt.
Specific embodiment
Technical solution provided by the present application is described further below in conjunction with specific embodiment and its attached drawing.In conjunction under
The advantages of face explanation, the application and feature will be apparent from.
It should be noted that embodiments herein has preferable implementation, it is not to any type of limit of the application
It is fixed.The combination of technical characteristic or technical characteristic described in the embodiment of the present application is not construed as isolated, they can
To be combined with each other to reach superior technique effect.The range of the application preferred embodiment also may include other reality
It is existing, and this should be understood by the embodiment of the present application person of ordinary skill in the field.
Technology, method and apparatus known to person of ordinary skill in the relevant may be not discussed in detail, but suitable
In the case of, the technology, method and apparatus should be considered as authorizing part of specification.Institute that is shown here and discussing
Have in example, any occurrence should be construed as merely illustratively, not as restriction.Therefore, exemplary embodiment
Other examples can have different values.
It should be noted that unless otherwise clearly defined and limited, the term in the application shall be understood in a broad sense, for
For those skilled in the art, the concrete meaning of above-mentioned term in this application can be understood with concrete condition.
The attached drawing of the application is all made of very simplified form and using non-accurate ratio, only to convenient, apparent
Ground aids in illustrating the purpose of the embodiment of the present application, is not to limit the enforceable qualifications of the application.The modification of any structure,
The change of proportionate relationship or the adjustment of size, under the purpose that does not influence effect that the application can be generated and can reach,
In the range of techniques disclosed in this application content should be fallen in capable of covering.And identical label appeared in each attached drawing of the application
Identical feature or component are represented, can be apply to different embodiments.
As shown in Figures 1 to 5, a kind of adjustable connecting node of corrugated steel board wall assembled height, i.e. corrugated steel board wall and week
The connecting node of frame specifically includes that corrugated steel board wall, T-type bridgeware 3 and jointbar 4.
Corrugated steel board wall can be used conventional deck wall or without buckling corrugated steel energy consumption wall, both include ripple
Steel plate 1 and the vertical edges component 2 of corrugated steel two sides.Further, horizontal wave mode, vertical wave mode can be used in corrugated steel 1
And the various types such as oblique wave mode；According to the span and position of corrugated steel board wall, the vertical edges of 1 two sides of corrugated steel
Component 2 can be used box-shaped section component or directly using peripheral frame trestle as its vertical edges component.
The Vierendeel girder 6 on corrugated steel board wall periphery can be girder steel or reinforced beam；It, can when for reinforced beam
Using fashioned iron pre-buried in beam or steel plate, or the common beam reinforcing mode such as encased steel plate can be used.
Corrugated steel board wall is connected by T-type bridgeware 3 and jointbar 4 with peripheral frame.Corrugated steel board wall master
It to connect with Vierendeel girder 6, not be connected under normal circumstances with frame column 7.It, can also when space is limited or ripple wall width is larger
Directly using frame column 7 as its vertical edges component.
In this application, a T-type bridgeware 3 is respectively arranged in the upper and lower ends of corrugated steel board wall, is located on corrugated steel board wall
For the T-type bridgeware 3 at end in inverted T shaped, the T-type bridgeware 3 positioned at corrugated steel board wall lower end is T-shaped, the length of T-type bridgeware 3 with
Corrugated steel board wall width is equal, and is attached by weld seam and corrugated steel board wall.
Further, T-type bridgeware 3 includes the flange plate and web being mutually connected vertically.In vertical edges surface member width model
In enclosing, the surface of the web side of T-type bridgeware 3 is horizontal zigzag, and being provided centrally in the horizontal serrated portion position
Central circular bolt hole；Meanwhile the other side of 3 web of T-type bridgeware be provided with it is corresponding with 2 both ends plate of vertical edges component
Vertical ribbed stiffener 5, the side with horizontal hackly surface is not provided with vertical ribbed stiffener.
Further, jointbar 4 and T-type bridgeware 3 are isometric, and jointbar 4 is aligned with 6 web of Vierendeel girder, and
It is welded by one end and 6 edge of a wing of Vierendeel girder.In 2 width range of vertical edges component, the surface of 4 side of jointbar is
Horizontal zigzag, and center or more oblong bolt hole is provided centrally in the horizontal serrated portion position；Meanwhile fish tail connects
The other side of plate 4 is provided with vertical ribbed stiffener 5 corresponding with 2 both ends plate of vertical edges component, with horizontal zigzag
The side on surface is not provided with vertical ribbed stiffener.
Further, jointbar 4 is with horizontal jagged surface and T-type bridgeware 3 with the jagged surface phase of level
The groove of setting, and the two is mutually matched, connection can be mutually twisted, i.e., in 2 width range of vertical edges component, fish tail
The horizontal serrated teeth of connecting plate 4 and the horizontal serrated teeth of 3 web of T-type bridgeware are connected；Meanwhile in vertical edges
In 2 width range of edge component, oblong bolt above and below the central circular bolt hole of T-type bridgeware 3 and the center of jointbar 4
Hole is attached by high-strength bolt.And in 1 range of corrugated steel, jointbar 4 passes through high-strength bolt or fillet weld
It is connect with 3 web of T-type bridgeware.
Further, T-type bridgeware 3 and jointbar 4 partially overlap connection between the two, T-type bridgeware 3 not with frame
Beam 6 contacts, and jointbar 4 is not also contacted with corrugated steel board wall.
As shown in fig. 6, the application proposes the installation method of the adjustable connecting node of corrugated steel board wall assembled height, can wrap
Include following procedure:
(1) it sets a roof beam in place 6 edges of a wing welding jointbar 4 in peripheral frame, and is aligned jointbar 4 with 6 web of Vierendeel girder；
Vertical ribbed stiffener 5 corresponding with vertical edges component 2 is installed in the other side of jointbar 4 simultaneously；
(2) wide T-type bridgeware (3) is welded in the upper and lower ends of corrugated steel board wall (1), and by T-type bridgeware 3 and fish
Tail connecting plate 4 has horizontal jagged surface opposite, and the groove of T-type bridgeware 3 and jointbar 4 is adjusted using bolt hole
Occlusal position, and the mounting height of T-type bridgeware 3 Yu jointbar 4 is adjusted by adjusting 3 height of T-type bridgeware；Together
When, vertical ribbed stiffener 5 corresponding with vertical edges component 2 is installed in the other side of T-type bridgeware 3；
(3) in 2 range of vertical edges component, keep the occlusion of the groove of jointbar 4 and T-type bridgeware 3 close, and will
The bolt hole of T-type bridgeware 3 and jointbar 4 is aligned by high-strength bolt and is attached；
(4) in 1 range of corrugated steel, by fillet weld or high-strength bolt by jointbar 4 and T-type bridgeware 3
Web connection.
Foregoing description is only the description to the application preferred embodiment, is not any restriction to the application range.Appoint
Any change or modification what those skilled in the art makes according to the technology contents of the disclosure above should all regard
For equivalent effective embodiment, the range of technical scheme protection is belonged to.
Claims (10)
1. a kind of adjustable connecting node of corrugated steel board wall assembled height, it is characterised in that: converted including corrugated steel board wall, T-type
Part (3) and jointbar (4)；The corrugated steel board wall by the T-type bridgeware (3) and the jointbar (4) and
Peripheral frame is attached；
The T-type bridgeware (3) of each self installation of the upper and lower ends of the corrugated steel board wall one, the length of the T-type bridgeware (3)
Degree is equal with the width of the corrugated steel board wall, and the T-type bridgeware (3) positioned at corrugated steel board wall upper end is in inverted T shaped setting,
T-type bridgeware (3) T-shaped setting positioned at corrugated steel board wall lower end；
One fish tail is installed by the respective edge of a wing respectively positioned at the Vierendeel girder (6) of the corrugated steel board wall upper and lower ends to connect
Fishplate bar (4), the jointbar (4) are aligned with the web of respective Vierendeel girder (6) in the longitudinal direction respectively；
The T-type bridgeware (3) includes the flange plate and web being mutually connected vertically, the jointbar (4) and the T-type
Bridgeware (3) is isometric, and the T-type bridgeware (3) positioned at corrugated steel board wall upper end by its web and is located at the corrugated steel
The jointbar (4) of board wall upper end is oppositely arranged and connects, and the T-type bridgeware (3) positioned at corrugated steel board wall lower end is logical
It crosses its web and is oppositely arranged and connect with the jointbar (4) for being located at corrugated steel board wall lower end.
2. the adjustable connecting node of corrugated steel board wall assembled height according to claim 1, it is characterised in that: the ripple
Steel plate wall includes corrugated steel (1) and the vertical edges component (2) for being located at the corrugated steel (1) two sides.
3. the adjustable connecting node of corrugated steel board wall assembled height according to claim 2, it is characterised in that: described perpendicular
Into edge member (2) width range, the web of the T-type bridgeware (3) is in the side opposite with the jointbar (4)
It is provided with horizontal serrated teeth and central circular bolt hole；
In vertical edges component (2) width range, the jointbar (4) is opposite with the T-type bridgeware (3)
Side be provided with horizontal serrated teeth and center oblong bolt hole up and down；
In vertical edges component (2) width range, the web of the T-type bridgeware (3) and the jointbar (4)
Between, it is engaged by the horizontal serrated teeth of the two, and be connected by screw bolts by the bolt hole of the two.
4. the adjustable connecting node of corrugated steel board wall assembled height according to claim 2, it is characterised in that: in the wave
In line steel plate (1) width range, high-strength bolt is used between the web and the jointbar (4) of the T-type bridgeware (3)
Or fillet weld connection.
5. the adjustable connecting node of corrugated steel board wall assembled height according to claim 2, it is characterised in that: the T-type
The web of bridgeware (3) and the jointbar (4) are mounted on and the vertical edges structure in the irrelative side of the two
The corresponding vertical ribbed stiffener (5) of part (2).
6. the adjustable connecting node of corrugated steel board wall assembled height according to claim 1 or 2, it is characterised in that: described
Corrugated steel board wall is using conventional deck wall or without buckling corrugated steel energy consumption wall.
7. the adjustable connecting node of corrugated steel board wall assembled height according to claim 2, it is characterised in that: the ripple
Steel plate (1) is using horizontal wave mode, vertical wave mode or oblique wave mode.
8. the adjustable connecting node of corrugated steel board wall assembled height according to claim 2, it is characterised in that: described vertical
Edge member (2) is using box-shaped section component or directly using the frame column on corrugated steel board wall periphery as its vertical edges
Edge component.
9. the adjustable connecting node of corrugated steel board wall assembled height according to claim 8, it is characterised in that: when space has
When limit or the steel plate ripple wall width are larger, directly using the frame column (7) on corrugated steel board wall periphery as vertical
Edge member (2).
10. a kind of installation method of the adjustable connecting node of corrugated steel board wall assembled height characterized by comprising
(1) jointbar (4) are welded on Vierendeel girder (6) edge of a wing on corrugated steel board wall periphery, and makes jointbar (4) and frame
(6) web of setting a roof beam in place alignment；Meanwhile in jointbar (4) and T-type bridgeware (3) irrelative side installation and vertical edges
The corresponding vertical ribbed stiffener (5) of component (2)；
(2) wide T-type bridgeware (3) is welded in the upper and lower ends of corrugated steel board wall (1), and by T-type bridgeware (3) and fish tail
Connecting plate (4) has the surface of horizontal serrated teeth opposite, adjusts the groove occlusal position and mounting height of the two；Meanwhile
It is corresponding with vertical edges component (2) in the web of T-type bridgeware (3) and the irrelative side installation of jointbar (4)
Vertical ribbed stiffener (5)；
(3) in vertical edges component (2) range, it is engaged jointbar (4) and the groove of T-type bridgeware (3) closely, and
T-type bridgeware (3) is aligned with the bolt hole of jointbar (4) and is attached using high-strength bolt；
(4) in corrugated steel (1) range, by fillet weld or high-strength bolt by jointbar (4) and T-type bridgeware
(3) web connects.
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| CN201910352404.XA CN110130516A (en) | 2019-04-29 | 2019-04-29 | Corrugated steel board wall assembled height is adjustable connecting node and its installation method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110835966A (en) * | 2019-11-29 | 2020-02-25 | 上海宝冶集团有限公司 | Construction method for mounting corrugated wall |
| CN114293678A (en) * | 2021-12-30 | 2022-04-08 | 上海建工四建集团有限公司 | Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101215862A (en) * | 2008-01-04 | 2008-07-09 | 同济大学 | Steel joist constrained vertical seam steel plate shear force wall |
| CN101245618A (en) * | 2008-03-06 | 2008-08-20 | 同济大学 | Two-side-connection combined steel plate shearing force wall |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| CN201460052U (en) * | 2009-07-28 | 2010-05-12 | 上海精锐金属建筑***有限公司 | Height-adjustable pressed metal plate rib top clamp |
| CN102839769A (en) * | 2012-08-31 | 2012-12-26 | 清华大学 | Corrugated steel plate composite shear wall |
| CN103216025A (en) * | 2013-04-02 | 2013-07-24 | 河海大学 | Corrugated plate shear wall for high-intensity earthquake areas |
| CN104404894A (en) * | 2014-11-28 | 2015-03-11 | 中铁第一勘察设计院集团有限公司 | High-speed rail bridge wind shielding structure wind shielding plate |
| CN107795047A (en) * | 2017-12-18 | 2018-03-13 | 成都亚联科科技有限公司 | A kind of building curtain wall connecting elements |
| CN207244927U (en) * | 2017-08-15 | 2018-04-17 | 浙江亚厦幕墙有限公司 | A kind of connection structure of stainless steel decorated sheet |
| CN210164086U (en) * | 2019-04-29 | 2020-03-20 | 同济大学 | Corrugated steel plate wall assembled height-adjustable connecting joint |
-
2019
- 2019-04-29 CN CN201910352404.XA patent/CN110130516A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101215862A (en) * | 2008-01-04 | 2008-07-09 | 同济大学 | Steel joist constrained vertical seam steel plate shear force wall |
| CN101245618A (en) * | 2008-03-06 | 2008-08-20 | 同济大学 | Two-side-connection combined steel plate shearing force wall |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| CN201460052U (en) * | 2009-07-28 | 2010-05-12 | 上海精锐金属建筑***有限公司 | Height-adjustable pressed metal plate rib top clamp |
| CN102839769A (en) * | 2012-08-31 | 2012-12-26 | 清华大学 | Corrugated steel plate composite shear wall |
| CN103216025A (en) * | 2013-04-02 | 2013-07-24 | 河海大学 | Corrugated plate shear wall for high-intensity earthquake areas |
| CN104404894A (en) * | 2014-11-28 | 2015-03-11 | 中铁第一勘察设计院集团有限公司 | High-speed rail bridge wind shielding structure wind shielding plate |
| CN207244927U (en) * | 2017-08-15 | 2018-04-17 | 浙江亚厦幕墙有限公司 | A kind of connection structure of stainless steel decorated sheet |
| CN107795047A (en) * | 2017-12-18 | 2018-03-13 | 成都亚联科科技有限公司 | A kind of building curtain wall connecting elements |
| CN210164086U (en) * | 2019-04-29 | 2020-03-20 | 同济大学 | Corrugated steel plate wall assembled height-adjustable connecting joint |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110835966A (en) * | 2019-11-29 | 2020-02-25 | 上海宝冶集团有限公司 | Construction method for mounting corrugated wall |
| CN114293678A (en) * | 2021-12-30 | 2022-04-08 | 上海建工四建集团有限公司 | Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall |
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