CN113585757A - Reinforcing construction method for right-angle corner-shaped column formwork - Google Patents
Reinforcing construction method for right-angle corner-shaped column formwork Download PDFInfo
- Publication number
- CN113585757A CN113585757A CN202110603824.8A CN202110603824A CN113585757A CN 113585757 A CN113585757 A CN 113585757A CN 202110603824 A CN202110603824 A CN 202110603824A CN 113585757 A CN113585757 A CN 113585757A
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- auxiliary
- template
- rectangular
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- templates
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- 238000010276 construction Methods 0.000 title claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 10
- 238000009415 formwork Methods 0.000 title claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 230000002093 peripheral effect Effects 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims 1
- 238000005266 casting Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005267 amalgamation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
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.
Description
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.
Claims (2)
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110603824.8A CN113585757A (en) | 2021-06-01 | 2021-06-01 | Reinforcing construction method for right-angle corner-shaped column formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110603824.8A CN113585757A (en) | 2021-06-01 | 2021-06-01 | Reinforcing construction method for right-angle corner-shaped column formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113585757A true CN113585757A (en) | 2021-11-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110603824.8A Pending CN113585757A (en) | 2021-06-01 | 2021-06-01 | Reinforcing construction method for right-angle corner-shaped column formwork |
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| CN (1) | CN113585757A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809613A (en) * | 2022-05-08 | 2022-07-29 | 山西三建集团建设工程有限公司 | Concrete pouring template reinforcing method for L-shaped constructional column on high-rise building balcony |
| CN116290742A (en) * | 2023-03-31 | 2023-06-23 | 中建三局第一建设工程有限责任公司 | Polygonal column template system and construction method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203583873U (en) * | 2013-11-05 | 2014-05-07 | 福建省二建建设集团有限公司 | Assembling structure for wood bamboo special-shaped column mold |
| CN203795847U (en) * | 2013-12-12 | 2014-08-27 | 中国建筑第四工程局有限公司 | Formwork set for concrete specially-shaped section column |
-
2021
- 2021-06-01 CN CN202110603824.8A patent/CN113585757A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203583873U (en) * | 2013-11-05 | 2014-05-07 | 福建省二建建设集团有限公司 | Assembling structure for wood bamboo special-shaped column mold |
| CN203795847U (en) * | 2013-12-12 | 2014-08-27 | 中国建筑第四工程局有限公司 | Formwork set for concrete specially-shaped section column |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809613A (en) * | 2022-05-08 | 2022-07-29 | 山西三建集团建设工程有限公司 | Concrete pouring template reinforcing method for L-shaped constructional column on high-rise building balcony |
| CN116290742A (en) * | 2023-03-31 | 2023-06-23 | 中建三局第一建设工程有限责任公司 | Polygonal column template system and construction method thereof |
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Application publication date: 20211102 |