CN211735757U - Tenon-and-mortise joint for assembly type steel structure - Google Patents

Tenon-and-mortise joint for assembly type steel structure Download PDF

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Publication number
CN211735757U
CN211735757U CN201922255380.4U CN201922255380U CN211735757U CN 211735757 U CN211735757 U CN 211735757U CN 201922255380 U CN201922255380 U CN 201922255380U CN 211735757 U CN211735757 U CN 211735757U
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China
Prior art keywords
steel beam
fixing plate
steel
butt joint
connecting part
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CN201922255380.4U
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Chinese (zh)
Inventor
谢超
郑华海
刘青
李元齐
罗海林
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Shanghai Tongji Green Building Civil Engineering Prefabricated Assembly Engineering Technology Co ltd
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Shanghai Tongji Green Building Civil Engineering Prefabricated Assembly Engineering Technology Co ltd
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Abstract

A tenon fourth of twelve earthly branches node for among assembled steel construction includes: the first steel beam and the second steel beam are in butt joint with each other; the first steel beam and the second steel beam are I-beams or H-shaped steel beams; the web plate on the butt joint side of the first steel beam extends outwards to form a supporting part, and the upper end and the lower end of the supporting part are provided with an upper fixing plate and a lower fixing plate which have the same width as the upper flange and the lower flange of the first steel beam and are used as embedded tenons; the end parts of the upper flange and the lower flange of the second steel beam extend outwards to form an upper connecting part and a lower connecting part, the inner side surfaces of the upper connecting part and the lower connecting part are provided with a first fixing groove and a second fixing groove for embedding an upper fixing plate and a lower fixing plate, the upper fixing plate and the lower fixing plate on the first steel beam are embedded in the fixing grooves of the upper connecting part and the lower connecting part of the second steel beam, and the upper fixing plate and the lower fixing plate are tenon-mortise integrated with each other; at least one splice plate, through bolted connection in the web of first girder steel butt joint side and the web of supporting part and second girder steel butt joint side. The utility model discloses can need not to weld at assembled steel construction operation scene and can splice the component, zero welding of on-the-spot girder steel concatenation, construction speed are fast.

Description

Tenon-and-mortise joint for assembly type steel structure
Technical Field
The utility model relates to an assembly type steel construction technology of building engineering, in particular to tenon fourth of twelve earthly branches node.
Background
In recent decades, China is in high-speed development of urbanization, and the commonly adopted traditional construction process has the characteristics of high pollution and high consumption, so that severe air pollution and building pollution appear in parts of China. The steel is a recyclable green environment-friendly material, has the characteristics of high strength, light weight, good machining performance, convenience in assembly and disassembly and the like, can realize industrial production, and reduces building pollution. On the other hand, the steel production capacity of China in 2017 reaches 8 hundred million tons, the processing amount of the steel structure industry is less than 6000 tons, the occupied proportion is low, and the method has a large development space. At present, during the construction of domestic steel structures, a large amount of welding work and flaw detection are still required to be carried out on a main structure, and certain influences are brought to project construction period and cost. Therefore, the development of the assembly type steel structure technology is urgently needed in China.
In the prior art, the splicing point position of the steel beam is generally realized by adopting bolt connection between a web plate and a web plate, and generally adopting on-site bolt connection or on-site one-level fusion welding between a flange plate and a flange plate. When adopting on-the-spot bolted connection between flange board and the flange board, the bolt will bulge the flange face to influence the partition wall of girder top or below and arrange. When the flange plates are subjected to on-site first-level fusion welding, a large amount of welding work and environmental pollution are increased, the technical requirements on welding workers are high, and meanwhile, 100% flaw detection inspection needs to be carried out on the welding seams in the acceptance stage.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a tenon fourth of twelve earthly branches node for among assembled steel construction need not to weld at assembled steel construction operation scene and can splice the component.
In order to achieve the above purpose, the technical scheme of the utility model is that:
a mortise and tenon joint for use in an assembled steel structure, comprising: the first steel beam and the second steel beam are in butt joint with each other; the first steel beam and the second steel beam are I-beams or H-shaped steel beams; wherein:
the web plate on the butt joint side of the first steel beam extends outwards to form a supporting part, the upper end and the lower end of the supporting part are provided with an upper fixing plate and a lower fixing plate which have the same width as the upper flange and the lower flange of the first steel beam and are used as embedded tenons, the upper fixing plate and the lower fixing plate are vertically parallel, and the thickness of the upper fixing plate and the lower fixing plate is smaller than that of the upper flange and the lower flange of the first steel; a gap is reserved between the inner side surfaces of the upper and lower fixing plates and the end surfaces of the upper and lower flanges of the first steel beam; the web plate and the supporting part on the butt joint side of the first steel beam are provided with a plurality of bolt holes;
the end parts of the upper flange and the lower flange of the second steel beam on the butt joint side of the second steel beam extend outwards to form an upper connecting part and a lower connecting part, the inner side surfaces of the upper connecting part and the lower connecting part are provided with a first fixing groove and a second fixing groove for the embedding of the upper fixing plate and the lower fixing plate, so that the upper fixing plate and the lower fixing plate on the first steel beam are embedded in the first fixing groove and the second fixing groove of the upper connecting part and the lower connecting part of the second steel beam, and the tenon joint and the mortise joint are integrated with each other; a web plate on the butt joint side of the second steel beam is provided with a plurality of bolt holes;
and the splicing plate is connected with the web plate of the first steel beam butt joint side, the web plate of the supporting part and the web plate of the second steel beam butt joint side through bolts.
Preferably, the upper and lower fixing plates are parallel and respectively welded perpendicularly to upper and lower ends of the supporting portion extending outwardly from the web plate at the butt joint side of the first steel beam.
Compared with the prior art, the beneficial effects of the utility model reside in that:
the utility model discloses a design tenon fourth of twelve earthly branches node can guarantee to need not to weld in the construction of assembled steel construction, only needs to carry out bolted connection, can further reduce assembled steel construction period and construction cost.
Drawings
Fig. 1 is a front view of an embodiment of the present invention.
Fig. 2 is an exploded perspective view of an embodiment of the present invention.
Fig. 3 is a perspective view of the first steel beam in the embodiment of the present invention.
Fig. 4 is a perspective view of the second steel beam in the embodiment of the present invention.
Detailed Description
Referring to fig. 1-4, a mortise and tenon joint for among assembled steel structure, it includes: the steel beam comprises a first steel beam 1 and a second steel beam 2 which are mutually butted; the first steel beam 1 and the second steel beam 2 are I-beams or H-shaped steel beams; wherein:
a web plate 11 at the butt joint side of the first steel beam 1 extends outwards to form a supporting part 111, the upper end and the lower end of the supporting part 111 are provided with an upper fixing plate 14 and a lower fixing plate 15 which have the same width as the upper flange 12 and the lower flange 13 of the first steel beam 1 and are used as embedded tenons, the upper fixing plate 14 and the lower fixing plate 15 are parallel up and down, and the thickness of the upper fixing plate 14 and the lower fixing plate 15 is smaller than that of the upper flange 12 and the lower flange 13 of the first steel beam 1; a gap 112 is reserved between the inner side surfaces of the upper and lower fixing plates 14 and 15 and the end surfaces of the upper and lower flanges 12 and 13 of the first steel beam; the web plate 11 and the supporting part 111 on the butt joint side of the first steel beam are provided with a plurality of bolt holes;
the end parts of the upper and lower flanges 22, 23 of the second steel beam at the butt joint side of the second steel beam 2 extend outwards to form an upper and a lower connecting parts 221, 231, the inner side surfaces of the upper and the lower connecting parts 221, 231 are provided with a first and a second fixing grooves 222, 232 for the embedding of the upper and the lower fixing plates 14, 15, so that the upper and the lower fixing plates 14, 15 on the first steel beam 1 are embedded in the first and the second fixing grooves 222, 232 of the upper and the lower connecting parts 221, 231 of the second steel beam 2, and the tenon and mortise work are integrated with each other; the web plate 21 on the butt joint side of the second steel beam 2 is provided with a plurality of bolt holes;
the first and second splicing plates 3 and 3' are connected to the web 11 and the supporting part 111 on the butt joint side of the first steel beam 1 and the web 21 on the butt joint side of the second steel beam 2 through bolts 4.
Preferably, the upper and lower fixing plates 14 and 15 are parallel and are respectively welded perpendicularly to the upper and lower ends of the outwardly extending support portion 111 of the web 11 on the butt joint side of the first steel beam 1.
The above embodiments are only exemplary embodiments of the present invention, and are not intended to limit the present invention, and the protection scope of the present invention is defined by the claims. Various modifications and equivalents of the invention can be made by those skilled in the art within the spirit and scope of the invention, and such modifications and equivalents should also be considered as falling within the scope of the invention.

Claims (2)

1. The utility model provides a tenon fourth of twelve earthly branches node for among assembled steel construction which characterized in that includes: the first steel beam and the second steel beam are in butt joint with each other; the first steel beam and the second steel beam are I-beams or H-shaped steel beams; wherein:
the web plate on the butt joint side of the first steel beam extends outwards to form a supporting part, the upper end and the lower end of the supporting part are provided with an upper fixing plate and a lower fixing plate which have the same width as the upper flange and the lower flange of the first steel beam and are used as embedded tenons, the upper fixing plate and the lower fixing plate are vertically parallel, and the thickness of the upper fixing plate and the lower fixing plate is smaller than that of the upper flange and the lower flange of the first steel; a gap is reserved between the inner side surfaces of the upper and lower fixing plates and the end surfaces of the upper and lower flanges of the first steel beam; the web plate and the supporting part on the butt joint side of the first steel beam are provided with a plurality of bolt holes;
the end parts of the upper flange and the lower flange of the second steel beam on the butt joint side of the second steel beam extend outwards to form an upper connecting part and a lower connecting part, the inner side surfaces of the upper connecting part and the lower connecting part are provided with a first fixing groove and a second fixing groove for the embedding of the upper fixing plate and the lower fixing plate, so that the upper fixing plate and the lower fixing plate on the first steel beam are embedded in the first fixing groove and the second fixing groove of the upper connecting part and the lower connecting part of the second steel beam, and the tenon joint and the mortise joint are integrated with each other; a web plate on the butt joint side of the second steel beam is provided with a plurality of bolt holes;
and the splicing plate is connected with the web plate of the first steel beam butt joint side, the web plate of the supporting part and the web plate of the second steel beam butt joint side through bolts.
2. The mortise and tenon joint for use in an assembled steel structure according to claim 1, wherein the upper and lower fixing plates are parallel and are perpendicularly welded to upper and lower ends of the outwardly extending support portion of the web on the butt side of the first steel girder, respectively.
CN201922255380.4U 2019-12-16 2019-12-16 Tenon-and-mortise joint for assembly type steel structure Active CN211735757U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922255380.4U CN211735757U (en) 2019-12-16 2019-12-16 Tenon-and-mortise joint for assembly type steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922255380.4U CN211735757U (en) 2019-12-16 2019-12-16 Tenon-and-mortise joint for assembly type steel structure

Publications (1)

Publication Number Publication Date
CN211735757U true CN211735757U (en) 2020-10-23

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922255380.4U Active CN211735757U (en) 2019-12-16 2019-12-16 Tenon-and-mortise joint for assembly type steel structure

Country Status (1)

Country Link
CN (1) CN211735757U (en)

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