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Bracket assembly as well as primary and secondary beam connecting joint for steel structure

A technology for connecting nodes and primary and secondary beams, which is applied in building construction, construction, etc., can solve the problems of welding, processing time-consuming and labor-intensive, difficult to control precision, etc., and achieve the effect of reducing transportation space

Inactive Publication Date: 2021-04-09
北京赛博思工程技术研究院 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] The above-mentioned primary and secondary beam connection nodes have the following disadvantages: the stiffeners on both sides of the main beam need to be welded, which may easily cause deformation of the main beam
The two ends of the secondary beam need to be cut to expose the web as the connecting plate, which is time-consuming and laborious to process, and the precision is difficult to control

Method used

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  • Bracket assembly as well as primary and secondary beam connecting joint for steel structure
  • Bracket assembly as well as primary and secondary beam connecting joint for steel structure
  • Bracket assembly as well as primary and secondary beam connecting joint for steel structure

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Embodiment Construction

[0028] The application will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the related application, not to limit the application. Based on the embodiments in this application, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of this application. It should also be noted that, for the convenience of description, only the parts related to the application are shown in the drawings.

[0029] In the description of the present application, it should be understood that the orientation or positional relationship indicated by the terms "radial", "axial", "upper", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings , is only for the convenience of describing the application and simplifying the description, ra...

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Abstract

The invention discloses a bracket assembly as well as a primary and secondary beam connecting joint for a steel structure. The bracket assembly comprises a connecting part and at least one bracket; the connecting part is arranged on a main beam in a sleeving mode and comprises a first connecting plate and a second connecting plate which are oppositely arranged; the bracket is arranged on the outer surface of the first connecting plate or the outer surface of the second connecting plate; and the bracket is connected with a secondary beam perpendicular to the main beam. According to the bracket assembly as well as the primary and secondary beam connecting joint for the steel structure, the connecting part is arranged on the main beam in a sleeving mode, so that the main beam is prevented from being processed through welding, punching or other processes; and the secondary beam is embedded into the bracket, so that the secondary beam is prevented from being processed by welding, punching or other processes.

Description

technical field [0001] The present application relates to the technical field of building structure engineering, in particular to a corbel component and a primary and secondary beam connection node used in a steel structure. Background technique [0002] The primary and secondary beams of the steel structure are connected by welding the stiffeners on both sides of the main beam, and the two ends of the secondary beams are cut to expose the webs as connecting plates, and holes are punched in the stiffeners and webs respectively, and finally connected by bolts. [0003] The above-mentioned primary and secondary beam connection nodes have the following disadvantages: the stiffening plates on both sides of the main beam need to be welded, which easily causes deformation of the main beam. The two ends of the secondary beam need to be cut to expose the web as the connecting plate, which is time-consuming and labor-intensive to process, and the precision is difficult to control. ...

Claims

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Application Information

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IPC IPC(8): E04B1/24E04B1/58
CPCE04B1/2403E04B2001/2406E04B2001/2415E04B2001/2418E04B2001/2448E04B2001/2457
Inventor 蔡玉春赵秀彬赵一臣蔡贵玖余传柏李克海曹禄荣马旭宏王银龙杨丰甲赵洋刘徽莹赵丹
Owner 北京赛博思工程技术研究院
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