Assembly type concrete member and manufacturing method thereof

A concrete and prefabricated technology, which is applied to building components, building structures, and elongated structural components for load-bearing, etc. plastic failure of concrete members

Active Publication Date: 2017-06-20
广州秉正工程检测有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, in the assembly and pouring process of prefabricated concrete components, the spacing of stirrups and the location of steel bars are prone to errors, which have a greater impact on t

Method used

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  • Assembly type concrete member and manufacturing method thereof
  • Assembly type concrete member and manufacturing method thereof
  • Assembly type concrete member and manufacturing method thereof

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Embodiment Construction

[0031] In order to make the above objects, features and advantages of the present invention more comprehensible, specific implementations of the present invention will be described in detail below in conjunction with the accompanying drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. However, the present invention can be implemented in many other ways different from those described here, and those skilled in the art can make similar improvements without departing from the connotation of the present invention, so the present invention is not limited by the specific embodiments disclosed below.

[0032]In the description of the present invention, it should be understood that the terms "first" and "second" are used for description purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly indicating the quantity of indicated technical featur...

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Abstract

The invention relates to an assembly type concrete member and a manufacturing method thereof. The assembly type concrete member comprises first trusses, second trusses, connecting pieces and concrete. The first trusses, the second trusses, the connecting pieces and the concrete are of an integrated structure. The first trusses and the second trusses are arranged in parallel and at intervals. One end of each connecting piece is connected with the corresponding first truss, and the other end of each connecting piece is connected with the corresponding second truss. Steel bars in a traditional assembly type concrete member are replaced by the first trusses and the second trusses, in this way, the first trusses and the second trusses can be assembled more easily through the connecting pieces, the installation positions of the first trusses and the second trusses are accurate, after the first trusses, the second trusses and the connecting pieces are formed through pouring by means of the cast-in-place concrete, the assembly type concrete member can serve as a supporting beam or a supporting column and is high in bearing capacity and good in durability, and the undesirable phenomenon of plastic damage can be avoided during the construction period.

Description

technical field [0001] The invention relates to an assembled building, in particular to an assembled concrete component and a manufacturing method thereof. Background technique [0002] Traditional prefabricated concrete components are formed by binding multiple steel bars with stirrups and pouring concrete. However, in the assembly and pouring process of prefabricated concrete components, the spacing of stirrups and the location of steel bars are prone to errors, which have a greater impact on the bearing capacity and durability of prefabricated concrete components, and even during the construction period prefabricated concrete Components are prone to the undesirable phenomenon of plastic failure. Contents of the invention [0003] Based on this, it is necessary to overcome the defects of the prior art and provide a prefabricated concrete component and a manufacturing method thereof, which can make the prefabricated concrete component have greater bearing capacity and go...

Claims

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Application Information

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IPC IPC(8): E04C3/293E04C3/36
CPCE04C3/293E04C3/36
Inventor 黄丹黄满开钱春寿吴永明
Owner 广州秉正工程检测有限公司
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