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A device for replacing steel brackets with reinforced concrete bent columns with steel beams

A technology of reinforced concrete and bent columns, which is applied in the direction of construction and building construction, and can solve the problems of complicated manufacture of steel brackets, inability to use steel brackets, and high transportation requirements

Active Publication Date: 2015-09-30
SHENYANG ALUMINIUM MAGNESIUM INSTITUTE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Since the standard span of the steel bracket is only 12m, when the distance between adjacent reinforced concrete bent columns does not meet the modulus, the standard steel bracket cannot be used, and the steel bracket is complicated to manufacture and requires high transportation

Method used

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  • A device for replacing steel brackets with reinforced concrete bent columns with steel beams
  • A device for replacing steel brackets with reinforced concrete bent columns with steel beams
  • A device for replacing steel brackets with reinforced concrete bent columns with steel beams

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Embodiment Construction

[0020] The present invention will be described in further detail below in conjunction with the accompanying drawings, but the protection scope of the present invention is not limited by the embodiments.

[0021] Such as figure 1 Shown in -7, the present invention comprises steel beam 1, reinforced concrete bent frame column 2, trapezoidal steel roof truss 3; Bear the load that trapezoidal steel roof truss 3 transmits with steel beam 1, then steel beam 1 and reinforced concrete bent frame column 2 Connection; steel beam 1 and trapezoidal steel roof truss 3 adopt bolt connection device; steel beam 1 and reinforced concrete bent column 2 adopt corbel support device;

[0022] The bolt connection device is as follows: bolt holes are reserved on the upper flange of the steel beam 1, the steel beam 1 is connected with the trapezoidal steel roof truss 3 with bolts 4, aligned and tightened; then the support plate 5 of the trapezoidal steel roof truss 3 is connected to the steel beam 1...

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Abstract

The invention belongs to the field of industrial building to resolve the technical problems that the span of a steel bracket is only 12m, when the distance between adjacent reinforced concrete bent frame columns does not accord with a mode number, the standard steel bracket can not be used, and the steel bracket is complex to manufacture and high in transportation requirement. The invention discloses a device for connecting a reinforced concrete bent frame column with a steel beam instead of the steel bracket, and the steel beam is used for replacing the steel bracket to bear the upper load transmitted from a trapezoid steel roof truss. The device for connecting the reinforced concrete bent frame column with the steel beam instead of the steel bracket has the advantages of being direct in force transmission, easy and convenient to manufacture, low in transportation requirement, short in construction period and the like.

Description

technical field [0001] The invention belongs to the field of industrial construction and discloses a device for connecting steel beams instead of steel brackets to reinforced concrete bent columns. technical background [0002] Since the standard span of the steel bracket is only 12m, when the distance between adjacent reinforced concrete bent columns does not meet the modulus, the standard steel bracket cannot be used, and the manufacturing of the steel bracket is complicated and the transportation requirements are high. Therefore, there is a need for a device that uses steel beams instead of steel brackets to bear the upper load from the trapezoidal steel roof truss, and connects the steel beams with the reinforced concrete bent column bolts. Contents of the invention [0003] In order to solve the technical problem of steel beams instead of steel brackets to bear the upper load from the trapezoidal steel roof truss, and the connection between steel beams and reinforced ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/19E04B1/58
Inventor 李峰邸思鸿姜兴东陈劲松
Owner SHENYANG ALUMINIUM MAGNESIUM INSTITUTE
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