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Different-direction steel beam oblique crossing waist rib connecting structure and connecting method thereof

A waist bar and section steel technology, which is applied to the connection structure of steel beams in different directions and its connection field, can solve the problems of material waste, enlarged openings, and damage to the steel beam structure, so as to save labor and save steel plates Dosage, to avoid the effect of excessive opening ratio

Inactive Publication Date: 2020-12-18
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Abstract
  • Description
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Problems solved by technology

[0004] In view of the above situation, the present invention provides a steel girder with different directions obliquely intersecting the waist bar connection structure and its connection method, which solves the problem that when the existing steel girders are obliquely intersected at a large angle, it is necessary to enlarge the openings on the intersecting beams, causing the steel girder itself Defects of structural damage and waste of material

Method used

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  • Different-direction steel beam oblique crossing waist rib connecting structure and connecting method thereof
  • Different-direction steel beam oblique crossing waist rib connecting structure and connecting method thereof
  • Different-direction steel beam oblique crossing waist rib connecting structure and connecting method thereof

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Embodiment Construction

[0021] In order to facilitate the understanding of the present invention, the following will be described in conjunction with the accompanying drawings and embodiments.

[0022] see Figure 1 to Figure 3 As shown, the present invention provides a steel beam with different directions obliquely intersecting the waist bar connection structure, including the main beam 1 and the secondary beam 2 which are intersected along different directions, and the main beam waist bar 12 arranged parallel to the main beam 1 is connected with the secondary The junction of the beam 2 is disconnected and fixed on the corresponding two sides of the secondary beam 2 through the connecting plate 22, and the waist reinforcement 23 of the secondary beam arranged parallel to the secondary beam 2 is disconnected at the junction with the main beam 1 and fixed by bending anchors on the corresponding two sides of the main beam 1 .

[0023] In the embodiment of the present invention, the main girder 1 is I-...

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Abstract

The invention provides a different-direction steel beam oblique crossing waist rib connecting structure and a connecting method thereof. The different-direction steel beam oblique crossing waist rib connecting structure comprises a main beam and a secondary beam which are crossed in different directions, wherein a main beam waist rib parallel to the main beam is disconnected at the joint of the main beam waist rib and the secondary beam and fixed to the two corresponding sides of the secondary beam through connecting plates, and a secondary beam waist rib parallel to the secondary beam is disconnected at the joint of the secondary beam waist rib and the main beam and fixed to the two corresponding sides of the main beam in a bent anchoring mode. The anchoring problem of the main beam waistrib and the secondary beam waist rib when different-direction steel beams are crossed is solved, and the phenomenon that the aperture ratio of a steel beam web is too large is avoided.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a connection structure of steel beams with different directions and a connecting method thereof. Background technique [0002] At present, in the steel concrete structure, there are often multiple steel beams obliquely intersecting, so that the waist reinforcement of the steel beams will be affected by the web of the intersecting beams. In the past, holes were mostly used to penetrate the reinforcement. However, when the oblique angle is large, the steel bars with ordinary openings cannot pass through, and the openings can only be enlarged. Generally, the bending moment is very large at the intersection of shaped steel beams, and it must be reinforced after the hole is opened, which affects the force of the shaped steel beam itself and also causes waste of materials. [0003] In the traditional opening, the hole diameter is generally 4mm-6mm larger than the steel b...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/30E04B1/58
CPCE04B1/185E04B1/30
Inventor 余海龙谭建国陈晓伟李鑫刘原伍康逸苗青洲程银行王晓丽
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
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