Mounting and reinforcing system for cast-in-place structural column formwork between prefabricated vertical wallboards and using method

A technology for structural columns and wall panels, applied in the direction of formwork/formwork members, formwork/formwork/work frame, pillars, etc., can solve the problems of quality and aesthetics, uneven concrete structure, deformation of structural column formwork, etc.

Active Publication Date: 2021-09-10
CHINA MCC17 GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In the process of building construction, when concrete is poured, it is necessary to reinforce and install the cast-in-place structural column formwork through a reinforcement device. The existing reinforcement devices are fitted with bolts and nuts to fix the cast-in-place structural column formwork on the The outer walls of the two wall panels are installed and fixed. In the process of concrete pouring, the extrusion of the concrete on the cast-in-place structural column formwork will easily cause the structural column formwork to deform, resulting in the concrete structure after pouring. Unevenness will have a great impact on its quality and aesthetics

Method used

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  • Mounting and reinforcing system for cast-in-place structural column formwork between prefabricated vertical wallboards and using method
  • Mounting and reinforcing system for cast-in-place structural column formwork between prefabricated vertical wallboards and using method
  • Mounting and reinforcing system for cast-in-place structural column formwork between prefabricated vertical wallboards and using method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] Embodiment 1: refer to Figure 1-4 , the installation and reinforcement system of the cast-in-place structural column formwork between the prefabricated vertical wall panels, including the wall panel body 1, the installation plate 9 and the fixing plate 3, and the outer wall of each installation plate 9 facing the wall panel body 1 is fixedly connected with the cylinder 2, and The outer walls of the two cylinders 2 on the same mounting plate 9 are fixedly connected with the same spacer 5, and the outer walls of the two spacer frames 5 on one side are fixedly connected with the same reinforcement plate 18 on the opposite side of the outer wall. The outer wall at the top of the frame 5 and the outer wall at the bottom are all fixedly connected with a push rod motor 14, and the output shaft of each push rod motor 14 is fixedly connected with a bearing plate 16, and the opposite sides of two adjacent bearing plates 16 The outer wall is connected with the same connecting sha...

Embodiment 2

[0031] Embodiment 2: The usage method of Embodiment 1, slide the slider 10 on the mounting plate 9 into the slide rail 7 on the fixed plate 3, then move the fixed plate 3 to the outside of the structural column formwork body 8, and adjust the cylinder 2 Drive the limit frame 5 to limit and fix the structural column formwork body 8. During the concrete pouring process, start the push rod motor 14 at the upper and lower ends of the limit frame 5 to drive the squeeze roller 15 to rotate on the connecting shaft 17, and the squeeze roller 15 will rotate on the connecting shaft 17. The structural column formwork body 8 is extruded, and the extrusion and rolling make the deformed position of the structural column formwork body 8 gradually repaired, so as to ensure that the structural column formwork body 8 will not deform the poured concrete due to deformation during the concrete pouring process. After completion, when it is necessary to disassemble the structural column formwork body...

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Abstract

The invention discloses a mounting and reinforcing system for a cast-in-place structural column formwork between prefabricated vertical wallboards and a using method, and belongs to the technical field of building construction. The mounting and reinforcing system comprises a wallboard body, mounting plates and a fixing plate, the outer wall, facing the wallboard body, of each mounting plate is fixedly connected with an air cylinder, and the outer walls of the two air cylinders located on the same mounting plate are fixedly connected with the same limiting frame. According to the mounting and reinforcing system, push rod motors, a bearing plate, a connecting shaft and an extrusion roller are arranged, in the concrete pouring process, the push rod motors at the upper end and the lower end of the limiting frame are started to drive the extrusion roller to rotate on the connecting shaft, a structural column formwork body is extruded through the extrusion roller, the deformed position of the structural column formwork body is gradually repaired through extrusion rolling, and it is ensured that in the concrete pouring process of the structural column formwork body, deformation of the poured concrete caused by deformation is avoided, so that the practical value of the reinforcing device is improved.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a system for installing and reinforcing formwork for cast-in-place structural columns between prefabricated vertical wall panels. Background technique [0002] Building construction refers to the production activities in the implementation stage of engineering construction. It is the construction process of various buildings. It can also be said to be the process of turning various lines on the design drawings into physical objects at designated locations; it includes basic engineering construction. , main structure construction, roof engineering construction, decoration engineering construction, etc. The place where the construction works is called "construction site" or "construction site", also called construction site. [0003] In the process of building construction, when concrete is poured, it is necessary to reinforce and install the cast-in-place structural...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G13/02E04G9/08E04G25/04E04G21/02
CPCE04G13/02E04G13/023E04G9/08E04G25/04E04G21/02
Inventor 范立张先潮钱元弟
Owner CHINA MCC17 GRP
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