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A self-balancing integral formwork assembly structure of reinforced concrete columns

A technology for assembling reinforced concrete columns and formwork, which is applied in the fields of formwork/formwork/work frame, building structure, and on-site preparation of building components. It can solve the problems of complicated process, many steps, and long construction period, and achieve simplified construction. The effect of good flow, good integrity and easy hoisting

Active Publication Date: 2018-12-25
RBS PARTNERS S&T CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

On-site construction steps are many, the process is complicated, and the on-site construction period is long
[0003] Traditional prefabricated reinforced concrete columns complete the above steps in the factory, and after the fully prefabricated reinforced concrete columns are transported to the construction site, they are hoisted and installed. The weight of transportation and hoisting and installation is relatively large, and the connection structure between prefabricated components is complicated. The mechanical performance and integrity are not good

Method used

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  • A self-balancing integral formwork assembly structure of reinforced concrete columns
  • A self-balancing integral formwork assembly structure of reinforced concrete columns
  • A self-balancing integral formwork assembly structure of reinforced concrete columns

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Embodiment Construction

[0019] refer to Figure 1 ~ Figure 3 , the present invention is a self-balancing integrated formwork assembly structure for reinforced concrete columns, including a number of stirrups 4 formed by connecting and fixing a number of skeleton steel bars 41 vertically and horizontally. Each stirrup 4 is connected to form a number of vertical steel bars 7 of the steel cage, and a number of vertically arranged formworks 1 are arranged on the outside of the steel cage, and each formwork 1 is fixed by the ends of a number of skeleton steel bars 41 .

[0020] The self-balancing integral formwork assembly structure of this reinforced concrete column forms a reinforcement cage through several stirrups 4 and vertical reinforcements 7, and passes through the formwork 1 on the outside of the formwork through the ends of the skeleton reinforcement bars 41 of the stirrups 4 forming the reinforcement cage. After fixing, the formwork 1 on each side is fixed separately to form an integral formwor...

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Abstract

The invention discloses a self-balance integral template assembling structure of a reinforced concrete column. The structure includes a plurality of stirrups formed by the longitudinal and horizontal connection and fixing of a plurality of frame steel bars, the stirrups are parallel to one another in the vertical direction, the structure is further provided with a plurality of vertical steel bars connected with the stirrups to form a steel reinforcement cage, the outer side of the steel reinforcement cage is provided with a plurality of vertically arranged templates, and the templates are fixed by the ends of the frame steel bars. According to the invention, the plurality of stirrups and the vertical steel bars form the steel reinforcement cage, the ends of the frame steel bars forming the steel reinforcement cage penetrate through the templates to fix the templates at the outer side, the integral template assembling structure having the self-balance performance is formed after the templates at the side surfaces are fixed, and the structure after the assembling can be conveniently hoisted to a construction site for construction. Such a structure is light in weight and easy to hoist, can simplify the on-site construction procedures; and moreover, the structure integrity is good. The structure can be applied to the building construction field.

Description

technical field [0001] The invention relates to the field of building construction, in particular to a self-balancing integral formwork assembly structure of a reinforced concrete column. Background technique [0002] Ordinary reinforced concrete columns are first bound with vertical steel bars and stirrups to form a reinforcement cage at the construction site, and then the formwork is supported around the column section, and then concrete is poured. After the concrete solidifies and reaches a certain strength requirement, the formwork around the column section is removed. On-site construction steps are many, the process is complicated, and the on-site construction period is long. [0003] The traditional prefabricated reinforced concrete columns complete the above steps in the factory, and after the fully prefabricated reinforced concrete columns are transported to the construction site, they are hoisted and installed. The weight of transportation and hoisting and installat...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G13/02
Inventor 刘付钧李盛勇黄忠海郭伟亮
Owner RBS PARTNERS S&T CO LTD
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