阅读说明：本技术 直角转角形柱模板的加固施工方法 (Reinforcing construction method for right-angle corner-shaped column formwork ) 是由 黄升 杜泽军 李明 符胜军 于 2021-06-01 设计创作，主要内容包括：本发明涉及用于固定建筑物的模壳或模板领域,具体为一种直角转角形柱模板的加固施工方法。一种直角转角形柱模板的加固施工方法,包括①设置主模板,其特征是：还包括如下步骤：②设置辅模板；③加固；④浇筑。本发明便于施工,提高质量。(The invention relates to the field of formworks or templates for fixing buildings, in particular to a reinforcing construction method of a right-angle corner-shaped column template. A reinforcement construction method of a right-angle corner-shaped column template comprises the steps of setting a main template, and is characterized in that: also comprises the following steps: setting an auxiliary template; thirdly, reinforcing; and fourthly, pouring. The invention is convenient for construction and improves the quality.)

1. A reinforcement construction method of a right-angle corner-shaped column template comprises the following steps: each main module (1) is vertically fixed on the ground, so that each main module (1) is sequentially spliced with the side edges to form a pouring cavity (11) with a right-angle corner, and the device is characterized in that: also comprises the following steps:

setting an auxiliary template: four auxiliary templates (2) are sequentially spliced at each corner of the main template (1) by side edges to form a rectangular auxiliary interval (21), two auxiliary templates (2) which are perpendicular to each other in each auxiliary interval (21) are respectively attached to one main template (1), and the other two auxiliary templates (2) which are perpendicular to each other in each auxiliary interval (21) are respectively flush with one main template (1), so that the peripheral outline of the spliced pouring cavity (11) and the auxiliary interval (21) is rectangular;

thirdly, reinforcing: the interior of the auxiliary interval (21) is reinforced by square timbers (31), four auxiliary templates (2) in the auxiliary interval (21) are sequentially adhered and covered with and fixed with the square timbers (31) from bottom to top, at least one square timbers (31) are abutted and fixed between two square timbers (31) which are arranged on the same horizontal plane and are opposite to each other, the wood timbers (31) in the auxiliary interval (21) are all fixed by steel nails, four steel pipes (32) are spliced to form a rectangular steel pipe frame, the joint of two adjacent steel pipes (32) is connected and reinforced by a split bolt, at least two rectangular steel pipe frames are sequentially sleeved on the peripheries of the main template (1) and the auxiliary template (2) from bottom to top, and each steel pipe (32) is abutted and fixed with the square timbers (31) between the main template (1) or the auxiliary template (2) which is opposite to the main template (2);

fourthly, pouring: concrete is poured into the pouring cavity (11) formed by splicing the main templates (1) to form a right-angle corner-shaped column.

2. The reinforcement construction method of a right-angle corner-shaped column formwork of claim 1, characterized in that: firstly, a pouring cavity (11) with a right-angle corner formed by sequentially splicing side edges of the main template (1) is L-shaped or T-shaped;

secondly, when the pouring cavity (11) is L-shaped, four auxiliary templates (2) are sequentially spliced at one corner of the main template (1) by side edges to form a rectangular auxiliary interval (21), so that the periphery contour of the spliced pouring cavity (11) and the auxiliary interval (21) is rectangular;

when the pouring cavity (11) is T-shaped, four auxiliary templates (2) are sequentially spliced at two corners of the main template (1) by side edges to form a rectangular auxiliary interval (21), so that the periphery of the spliced pouring cavity (11) and the auxiliary interval (21) is rectangular;

and step three, the cross section of the batten (31) is a square with the side length not less than 50 mm.

Technical Field

The invention relates to the field of formworks or templates for fixing buildings, in particular to a reinforcing construction method of a right-angle corner-shaped column template.

Background

Right angle corner shape post template is special-shaped template, there are L shape and T shape according to cross sectional shape, it consolidates according to cylindricality configuration template more directly during the reinforcement of this kind of template, because special-shaped post reentrant corner department often consolidates more difficultly, if the template consolidates improperly, often easily cause reentrant corner department mould and reentrant corner normal general illness such as perpendicular during the construction, pour in-process constructor also can collide reinforced template, thereby cause the template off normal to influence the concrete outward appearance, the later stage need consume a large amount of manpower and materials and remove the chisel and repair.

Disclosure of Invention

The invention discloses a reinforcement construction method of a right-angle corner-shaped column template, which aims to overcome the defects of the prior art and provide a construction method of a building, which is convenient to construct and improves the quality.

The invention achieves the purpose by the following technical scheme:

a reinforcement construction method of a right-angle corner-shaped column template comprises the following steps: fix each piece fundamental module subaerial perpendicularly, make each piece fundamental module with the side in proper order amalgamation constitute the chamber of pouring that has right angle corner, characterized by: also comprises the following steps:

setting an auxiliary template: four auxiliary templates are sequentially spliced at each corner of the main template by the side edges to form a rectangular auxiliary interval, two auxiliary templates which are perpendicular to each other in each auxiliary interval are respectively attached to one main template, and the other two auxiliary templates which are perpendicular to each other in each auxiliary interval are respectively flush with one main template, so that the peripheral outline of the spliced pouring cavity and the auxiliary interval is rectangular;

thirdly, reinforcing: the interior of the auxiliary interval is reinforced by square timbers, the four auxiliary templates in the auxiliary interval are sequentially adhered and covered with and fixed with the square timbers from bottom to top, at least one square timbers is abutted and fixed between two square timbers which are opposite to each other on the same horizontal plane to form a cross-shaped support structure, the battens in the auxiliary interval are all fixed by steel nails, four steel pipes are spliced to form a rectangular steel pipe frame, the joint of two adjacent steel pipes is connected and reinforced by a split bolt, at least two rectangular steel pipe frames are sequentially sleeved on the peripheries of the main template and the auxiliary template from bottom to top, and each steel pipe is abutted and fixed with the opposite main template or the opposite auxiliary template;

fourthly, pouring: and pouring concrete in the pouring cavity formed by splicing the main templates to form the right-angle corner-shaped column.

The reinforcing construction method of the right-angle corner-shaped column template is characterized by comprising the following steps: firstly, a pouring cavity with a right-angle corner formed by sequentially splicing side edges of the main template is L-shaped or T-shaped;

secondly, when the pouring cavity is L-shaped, four auxiliary templates are sequentially spliced at one corner of the main template by the side edges to form a rectangular auxiliary interval, so that the periphery of the spliced pouring cavity and the auxiliary interval is rectangular;

when the pouring cavity is T-shaped, four auxiliary templates are sequentially spliced at two corners of the main template by the side edges to form a rectangular auxiliary interval, so that the peripheral outline of the spliced pouring cavity and the auxiliary interval is rectangular;

and step three, the cross section of the batten is a square with the side length not less than 50 mm.

The invention adjusts the right-angle corner column into the rectangular column for reinforcement by installing the auxiliary template, and has the following beneficial effects: the construction difficulty is reduced; the defects of deviation and the like in the construction process are easy to adjust; the internal corner is poured, so that the die is not easy to expand, and the cost for removing and repairing at the later stage is reduced; the requirement of verticality is met; the integral concrete after pouring has better appearance quality.

Drawings

Figure 1 is a schematic cross-sectional view of the present invention as applied to an L-shaped right angle corner post,

figure 2 is a schematic cross-sectional view of the present invention when used in a T-shaped right angle corner post,

figure 3 is a schematic cross-sectional view of an L-shaped right angle corner post,

fig. 4 is a schematic cross-sectional view of a T-shaped right angle corner post.

Detailed Description

The invention is further illustrated by the following specific examples.

Example 1

A reinforcing construction method of a right-angle corner-shaped column template is implemented according to the following steps in sequence:

setting a master template: vertically fixing each main template 1 on the ground, and sequentially splicing the main templates 1 at the side edges to form a pouring cavity 11 with a right-angle corner, wherein FIG. 1 is an L-shaped pouring cavity 11, and FIG. 2 is a T-shaped pouring cavity 11;

setting an auxiliary template: four auxiliary templates 2 are sequentially spliced at each corner of the main template 1 by side edges to form a rectangular auxiliary interval 21, two auxiliary templates 2 which are perpendicular to each other in each auxiliary interval 21 are respectively attached to one main template 1, and the other two auxiliary templates 2 which are perpendicular to each other in each auxiliary interval 21 are respectively flush with one main template 1, so that the peripheral outline of the spliced pouring cavity 11 and the spliced auxiliary intervals 21 is rectangular;

when the casting cavity 11 is L-shaped, as shown in fig. 1: four auxiliary templates 2 are sequentially spliced at one corner of the main template 1 by side edges to form a rectangular auxiliary interval 21, so that the peripheral outline of the spliced pouring cavity 11 and the auxiliary interval 21 is rectangular;

when the casting cavity 11 is T-shaped, as shown in fig. 2: four auxiliary templates 2 are sequentially spliced at two corners of the main template 1 by side edges to form a rectangular auxiliary interval 21, so that the peripheral outline of the spliced pouring cavity 11 and the auxiliary interval 21 is rectangular;

thirdly, reinforcing: the interior of the auxiliary interval 21 is reinforced by square timbers 31, the cross section of each square timbers 31 is a square with the side length not less than 50mm, the four auxiliary templates 2 in the auxiliary interval 21 are sequentially adhered and fixed with the square timbers 31 from bottom to top, at least one square timber 31 is abutted and fixed between the two square timbers 31 which are opposite to each other on the same horizontal plane so as to form a cross-shaped support structure, the square timbers 31 in the auxiliary interval 21 are all fixed by steel nails, four steel pipes 32 are spliced to form a rectangular steel pipe frame, the joint of the two adjacent steel pipes 32 is connected and reinforced and corrected by a split bolt, at least two rectangular steel pipe frames are sequentially sleeved on the peripheries of the main template 1 and the auxiliary templates 2 from bottom to top, and each steel pipe 32 is abutted and fixed with the square timbers 31 between the main template 1 or the auxiliary template 2 which is opposite to the main template 1;

fourthly, pouring: concrete is poured into the pouring cavity 11 formed by the split main templates 1 to form a right-angle corner post, wherein an L-shaped right-angle corner post 41 is shown in fig. 3, and a T-shaped right-angle corner post 42 is shown in fig. 4.