CN110468966A - Intersect the steel plate concrete wall and steel beam joint of U-shaped connector based on assembled - Google Patents
Intersect the steel plate concrete wall and steel beam joint of U-shaped connector based on assembled Download PDFInfo
- Publication number
- CN110468966A CN110468966A CN201910806171.6A CN201910806171A CN110468966A CN 110468966 A CN110468966 A CN 110468966A CN 201910806171 A CN201910806171 A CN 201910806171A CN 110468966 A CN110468966 A CN 110468966A
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- China
- Prior art keywords
- steel
- steel plate
- shaped connector
- intersecting
- assembled
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
Landscapes
- 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
The invention discloses a kind of steel plate concrete walls and steel beam joint for intersecting U-shaped connector based on assembled, including steel plate concrete faced wall, girder steel and intersect U-shaped connector, the steel plate concrete faced wall is fixedly connected with a U-shaped end for intersecting U-shaped connector by high-strength bolt (split bolt), and the girder steel is fixedly connected with described another U-shaped end for intersecting U-shaped connector by high-strength bolt.Node of the invention is made of, not only convenient transportation by the way of prefabricated assembled steel plate concrete faced wall, girder steel and the U-shaped connector three parts of intersection, and assembles simple, reliable in quality.
Description
Technical field
The present invention relates to building structure technology field more particularly to a kind of steel plates for intersecting U-shaped connector based on assembled
Concrete walls and steel beam joint.
Background technique
Currently, country is wideling popularize fabricated construction, a kind of building system of the steel construction as industrialization meets mark
The design of standardization, the building industrialization standard requirements for being engineered production, prefabricated construction, information system management, thus obtain energetically
Development.Node is the key position of steel structure system, and performance directly affects the rigidity stability and carrying energy of structural system
Power.The joint form of steel construction has diversity, and identical structural system and member section form can use different connections
Mode and structure detail；The performance of node is diversity, in addition to having many characteristics, such as just to connect in succession, varied rigid link, hingedly
Outside, there are also the performance factors such as intensity, stability, deformability, energy dissipation capacity；The failure mode of node then has multiplicity, no
Effect only related with specific configuration, that the performance and node for also depending on connected links are subject to.In order to guarantee steel plate concrete group
The reliable power transmission between wall and girder steel is closed, reasonable joint form is most important.
Although having carried out many correlative studys in recent years both at home and abroad, the joint form of overwhelming majority research exists a large amount of
Welding position, it is higher simultaneously for the quality requirement of welding, and such node deformability in seismic process is poor, at node
It is easy to happen brittle break, it is very few for the research of prefabricated assembled steel plate concrete faced wall and steel beam joint, steel plate is mixed
Solidifying soil faced wall-girder steel mixed structure is applied in prefabricated assembled, develops assembled Mixed Architecture, this is for changing
China's extensive style construction operation, complies with building industry development trend, undoubtedly has important economy and society meaning.
Summary of the invention
The object of the present invention is to provide a kind of steel plate concrete walls and girder steel section for intersecting U-shaped connector based on assembled
Point, the node by steel plate concrete faced wall, girder steel and intersect U-shaped connector three parts group by the way of prefabricated assembled
At, not only convenient transportation, and assemble simple, reliable in quality.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
A kind of steel plate concrete wall and steel beam joint intersecting U-shaped connector based on assembled, including steel plate concrete group
It closes wall, girder steel and intersects U-shaped connector, the steel plate concrete faced wall is logical with a U-shaped end for intersecting U-shaped connector
It crosses high-strength bolt to be fixedly connected, the girder steel connects with described another U-shaped end for intersecting U-shaped connector by the way that high-strength bolt is fixed
It connects.
Further, the steel plate concrete faced wall includes the encased steel plate of rectangle, and welding is more in the encased steel plate
The encased steel plate is divided into several chambers, poured in each chamber mixed by a vertically communicated ribbed stiffener, multiple ribbed stiffeners
Solidifying soil.
Further, the girder steel is H profile steel beam, and 1/4 circular hole, and web and institute are opened in the web plate two sides of the girder steel
The U-shaped end for intersecting U-shaped connector is stated using fillet weld seam connection.
Further, the two side ends at the U-shaped end of the mating connection for intersecting U-shaped connector and the girder steel are that wedge shape connects
Fishplate bar, and wedge-shaped connecting plate is concordant with the edge of a wing of girder steel, another U-shaped end passes through setting slope and the steel plate concrete faced wall wing
Edge is concordant.
Further, the web two sides of the girder steel are symmetrical arranged transverse stiffener, transverse stiffener collar extension and flange of beam
It flushes, is welded to connect with girder steel, the lateral stiffening rib spacing is 0.5-2 times of deck-molding.
Further, the upper and lower edge of a wing of the beam-ends of the girder steel is provided with double fixation hole, and the fixation hole of double setting is with beam
Web is symmetrical arranged, and is fixedly connected by high-strength bolt with corresponding fixation hole on the U-shaped end for intersecting U-shaped connector.
Further, the screw rod of the high-strength bolt of the steel plate concrete faced wall penetrates through wall, before casting concrete
Reserving hole at high-strength bolt is set.
Further, the high-strength bolt is big hexagonal high-strength bolt or torque-shear type high-strength bolt.
Further, the high-strength bolt is split bolt.
Compared with prior art, advantageous effects of the invention:
The steel plate concrete faced wall that assembled intersects U-shaped connector is split into steel plate concrete with steel beam joint to combine
Wall, girder steel and the problem of intersect U-shaped connector three parts, improve big previous prefabricated components volume, transport difficult.
By being bolted, Weld-little connection reduces previous a large amount of be welded to connect and stress collection is caused to neutralize weldquality more
The problem of.
The node reduces welding workload when processing, and joint structure is simpler, and easy for construction, can be effectively ensured
The quality and speed of application of construction.
Standardization, the modularization production that prefabricated node can be achieved, promote industrialized development.
Detailed description of the invention
The invention will be further described for explanation with reference to the accompanying drawing.
Fig. 1 intersects the steel plate concrete faced wall of U-shaped connector and the knot of steel beam joint based on assembled to be of the invention
Structure schematic diagram；
Fig. 2 is steel plate concrete faced wall and the master of steel beam joint of the invention for intersecting U-shaped connector based on assembled
View；
Fig. 3 intersects the steel plate concrete faced wall of U-shaped connector and bowing for steel beam joint based on assembled to be of the invention
View；
Fig. 4 is the structural schematic diagram for intersecting U-shaped connector；
Description of symbols: 1- encased steel plate；2- concrete；3- girder steel；4- transverse stiffener；5- intersects U-shaped connector.
Specific embodiment
As shown in Figures 1 to 4, a kind of steel plate concrete wall and steel beam joint intersecting U-shaped connector based on assembled, including
Steel plate concrete faced wall, girder steel 3 and the U-shaped connector 5 of intersection, the steel plate concrete faced wall intersect U-shaped connection with described
One U-shaped end of part 5 is fixedly connected by high-strength bolt (split bolt), and the girder steel 4 intersects U-shaped connector 5 with described
Another U-shaped end is fixedly connected by high-strength bolt.
Wherein: the steel plate concrete faced wall includes the encased steel plate 1 of rectangle, and welding is multiple in the encased steel plate 1
The encased steel plate is divided into several chambers, pours coagulation in each chamber by vertically communicated ribbed stiffener, multiple ribbed stiffeners
Soil 2, the screw rod of the high-strength bolt of the steel plate concrete faced wall penetrate through wall, high-strength bolt are being arranged before casting concrete 2
Locate reserving hole.As shown in Figures 2 and 3, the girder steel 3 is H profile steel beam, and 1/4 circular hole is opened in the web plate two sides of the girder steel 3,
And web is connect with the U-shaped end for intersecting U-shaped connector 5 using fillet weld seam；It is described intersect U-shaped connector 5 with it is described
The two side ends at the U-shaped end of the mating connection of girder steel 3 are wedge-shaped connecting plate (as shown in Figure 4), and the wing of wedge shape connecting plate and girder steel 3
Edge is concordant, another U-shaped end is concordant with the steel plate concrete faced wall edge of a wing by setting slope；The web two sides of the girder steel 3
It is symmetrical arranged transverse stiffener 4,4 collar extension of transverse stiffener is flushed with flange of beam, is welded to connect with girder steel 3, the lateral stiffening
4 spacing of rib is 0.5-2 times of deck-molding；The upper and lower edge of a wing of beam-ends of the girder steel 3 is provided with double fixation hole, the fixation of double setting
Hole is symmetrical arranged with web, is fixed by high-strength bolt with corresponding fixation hole on the U-shaped end for intersecting U-shaped connector 5
Connection.
The high-strength bolt is big hexagonal high-strength bolt or torque-shear type high-strength bolt.
Embodiment described above is only that preferred embodiment of the invention is described, and is not carried out to the scope of the present invention
It limits, without departing from the spirit of the design of the present invention, those of ordinary skill in the art make technical solution of the present invention
Various changes and improvements, should all fall into claims of the present invention determine protection scope in.
Claims (9)
1. a kind of steel plate concrete wall and steel beam joint for intersecting U-shaped connector based on assembled, it is characterised in that: including steel plate
Combined concrete wall, girder steel and the U-shaped connector of intersection, the steel plate concrete faced wall intersect the one of U-shaped connector with described
A U-shaped end is fixedly connected by high-strength bolt, and the girder steel passes through high-strength with described another U-shaped end for intersecting U-shaped connector
Bolt is fixedly connected.
2. the steel plate concrete wall and steel beam joint according to claim 1 for intersecting U-shaped connector based on assembled, special
Sign is: the steel plate concrete faced wall includes the encased steel plate of rectangle, and welding is multiple vertically communicated in the encased steel plate
Ribbed stiffener, the encased steel plate is divided into several chambers, casting concrete in each chamber by multiple ribbed stiffeners.
3. the steel plate concrete wall and steel beam joint according to claim 1 for intersecting U-shaped connector based on assembled, special
Sign is: the girder steel is H profile steel beam, and 1/4 circular hole is opened in the web plate two sides of the girder steel, and web with it is described intersect it is U-shaped
The U-shaped end of connector is connected using fillet weld seam.
4. the steel plate concrete wall and steel beam joint according to claim 3 for intersecting U-shaped connector based on assembled, special
Sign is: the two side ends at the U-shaped end of the mating connection for intersecting U-shaped connector and the girder steel are wedge-shaped connecting plate, and wedge
Shape connecting plate is concordant with the edge of a wing of girder steel, another U-shaped end is concordant with the steel plate concrete faced wall edge of a wing by setting slope.
5. the steel plate concrete wall and steel beam joint according to claim 3 for intersecting U-shaped connector based on assembled, special
Sign is: the web two sides of the girder steel are symmetrical arranged transverse stiffener, and transverse stiffener collar extension is flushed with flange of beam, with girder steel
It is welded to connect, the lateral stiffening rib spacing is 0.5-2 times of deck-molding.
6. the steel plate concrete wall and steel beam joint according to claim 3 for intersecting U-shaped connector based on assembled, special
Sign is: the upper and lower edge of a wing of the beam-ends of the girder steel is provided with double fixation hole, and the fixation hole of double setting is symmetrically set with web
It sets, is fixedly connected by high-strength bolt with corresponding fixation hole on the U-shaped end for intersecting U-shaped connector.
7. the steel plate concrete wall and steel beam joint according to claim 1 for intersecting U-shaped connector based on assembled, special
Sign is: the screw rod of the high-strength bolt of the steel plate concrete faced wall penetrates through wall, and high-strength spiral shell is being arranged before casting concrete
Reserving hole at bolt.
8. the steel plate concrete wall and girder steel according to claim 1-7 for intersecting U-shaped connector based on assembled
Node, it is characterised in that: the high-strength bolt is big hexagonal high-strength bolt or torque-shear type high-strength bolt.
9. the steel plate concrete wall and steel beam joint according to claim 8 for intersecting U-shaped connector based on assembled, special
Sign is: the high-strength bolt is split bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910806171.6A CN110468966B (en) | 2019-08-29 | 2019-08-29 | Steel plate concrete wall and steel beam joint based on assembled type crossed U-shaped connecting piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910806171.6A CN110468966B (en) | 2019-08-29 | 2019-08-29 | Steel plate concrete wall and steel beam joint based on assembled type crossed U-shaped connecting piece |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110468966A true CN110468966A (en) | 2019-11-19 |
| CN110468966B CN110468966B (en) | 2021-08-24 |
Family
ID=68512520
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910806171.6A Active CN110468966B (en) | 2019-08-29 | 2019-08-29 | Steel plate concrete wall and steel beam joint based on assembled type crossed U-shaped connecting piece |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110468966B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3989399A (en) * | 1974-10-04 | 1976-11-02 | Slowbe Joseph A | Structural joint assembly |
| US4333285A (en) * | 1977-01-20 | 1982-06-08 | Kajima Kensetsu Kabushiki Kaisha | Building structure |
| DE19619862A1 (en) * | 1996-05-17 | 1997-11-20 | Eberspaecher J Gmbh & Co | Glass facade beam and upright join |
| CN204960030U (en) * | 2015-09-17 | 2016-01-13 | 文登蓝岛建筑工程有限公司 | A wall structure for reasonable in design of villa |
| CN105863056A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Double-side-plate screw bolt node for beam column and assembly method |
| CN107023082A (en) * | 2017-05-04 | 2017-08-08 | 浙江绿筑集成科技有限公司 | A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node |
| US20180010353A1 (en) * | 2012-05-02 | 2018-01-11 | United States Of America As Represented By The Secretary Of The Army | Modular anti-ballistic shelter system |
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| AU2017415961A1 (en) * | 2017-05-24 | 2019-07-18 | South China University Of Technology | Prefabricated dual-steel-tube concrete shear wall, and assembly method therefor |
-
2019
- 2019-08-29 CN CN201910806171.6A patent/CN110468966B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3989399A (en) * | 1974-10-04 | 1976-11-02 | Slowbe Joseph A | Structural joint assembly |
| US4333285A (en) * | 1977-01-20 | 1982-06-08 | Kajima Kensetsu Kabushiki Kaisha | Building structure |
| DE19619862A1 (en) * | 1996-05-17 | 1997-11-20 | Eberspaecher J Gmbh & Co | Glass facade beam and upright join |
| US20180010353A1 (en) * | 2012-05-02 | 2018-01-11 | United States Of America As Represented By The Secretary Of The Army | Modular anti-ballistic shelter system |
| CN204960030U (en) * | 2015-09-17 | 2016-01-13 | 文登蓝岛建筑工程有限公司 | A wall structure for reasonable in design of villa |
| CN105863056A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Double-side-plate screw bolt node for beam column and assembly method |
| CN207048059U (en) * | 2017-01-23 | 2018-02-27 | 杭州汉拓建筑设计有限公司 | The crescent spacer connecting node of girder steel and lattice pillar compound shear wall |
| CN107023082A (en) * | 2017-05-04 | 2017-08-08 | 浙江绿筑集成科技有限公司 | A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node |
| AU2017415961A1 (en) * | 2017-05-24 | 2019-07-18 | South China University Of Technology | Prefabricated dual-steel-tube concrete shear wall, and assembly method therefor |
Non-Patent Citations (1)
| Title |
|---|
| 姜喜周: "隔板贯通式箱型柱-工字钢梁钢框架节点抗震性能研究", 《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》 * |
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| CN110468966B (en) | 2021-08-24 |
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