Masonry wall constructional column forming method

A molding method and technology for constructing columns, which are applied to building structures, columns, piers and other directions, can solve the problems of wasting labor, wasting concrete, wasting concrete materials, etc., and achieve the effect of promoting labor saving and convenience, and reducing friction.

Inactive Publication Date: 2020-01-03
CHINA METALLURGICAL CONSTR ENG GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At the same time, it causes waste of concrete materials and the kicked concrete residue needs to be cleaned manually, especially when the number of construction columns is large, it will consume a lot of labor and materials.
After the formwork is removed, this part of the concrete needs to be cut off, which not only wastes labor, but also wastes concrete
In addition, the existing funnel part is easily damaged when the formwork is removed, so that it cannot be reused

Method used

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  • Masonry wall constructional column forming method
  • Masonry wall constructional column forming method
  • Masonry wall constructional column forming method

Examples

Experimental program
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Effect test

Embodiment

[0026]As shown in the figure, the method for forming a masonry wall structural column provided in this embodiment includes the following steps: S1, according to the design drawings of the masonry wall, build a brick wall 1 at the corresponding position, and reserve a structure at the corresponding position of the masonry wall Column forming gap; S2, according to the design drawing of the masonry wall, use CAD to draw the structural column formwork, and prefabricate the corresponding structural column formwork in the factory. The concrete push hopper with the upper end attached, the concrete push hopper includes a hopper 4 and a push plate 8 slidingly installed in the hopper 4, the hopper 4 consists of a bottom plate 41, a front panel 42 fixed on the bottom plate 41 and two The two side plates 43 are located on the left and right sides of the bottom plate 41, and together with the bottom plate 41 and the front panel 42, they form a rectangular shell with a material inlet 5 at th...

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Abstract

The invention discloses a masonry wall constructional column forming method. The masonry wall constructional column forming method comprising the following steps that S1, a constructional column forming gap is reserved at the corresponding position of a masonry wall; S2, a constructional column formwork is prefabricated, the constructional column formwork includes a front formwork, a rear formworkand a concrete push hopper with the lower end attached to the upper end of the front formwork, and the concrete push hopper includes a hopper and a push plate slidingly installed in the hopper; S3, preparation is made for installation; S4, the front formwork and the rear formwork are installed; S5, the concrete push hopper is installed, the upper end of the concrete push hopper and the upper endof the rear formwork are on the same plane, the lower end of the concrete push hopper is attached to the upper end of the front formwork, and after installation, a closed pouring space is defined by the concrete push hopper, the front formwork and the rear formwork; and S6, the concrete is poured until concrete materials emerge from the top end of the front formwork, the push plate is pushed, theconcrete materials are squeezed, and the top of the constructional column is formed. The masonry wall constructional column forming method can ensure once pouring molding of the constructional column,the molding quality is good, and no convex concrete is generated.

Description

technical field [0001] The invention relates to a method for forming a structural column, in particular to a method for forming a structural column for a masonry wall. Background technique [0002] Structural column means that in order to enhance the integrity and stability of the building, reinforced concrete structural columns should also be set in the walls of multi-storey brick-concrete buildings, and connected with ring beams on each floor to form a space capable of resisting bending and shearing Frame, it is an effective measure to prevent the collapse of the house. The structural columns are installed at the four corners of the outer wall, the junction of the horizontal wall and the outer longitudinal wall at the staggered part, both sides of the larger opening, and the junction of the inner and outer walls of the large room. In addition, The number of floors of the building is different, the seismic intensity is different, and the requirements for setting structural ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/34E04G13/02E04G21/02
CPCE04C3/34E04G13/02E04G21/02E04G21/025
Inventor 张光刘治端刘光明
Owner CHINA METALLURGICAL CONSTR ENG GRP
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