CN211421830U

CN211421830U - Aluminum alloy formwork for concrete construction of ground and reverse ridge combining part

Info

Publication number: CN211421830U
Application number: CN201921899333.7U
Authority: CN
Inventors: 鲍彦波; 邵建标
Original assignee: Henan Zherong Building Materials Technology Co ltd
Current assignee: Henan Zherong Building Materials Technology Co ltd
Priority date: 2019-11-06
Filing date: 2019-11-06
Publication date: 2020-09-04
Anticipated expiration: 2029-11-06

Abstract

An aluminum alloy template for concrete construction at the joint part of a ground and a reverse ridge comprises an aluminum alloy template and a reverse ridge template; the reverse ridge templates are fixedly arranged on two sides of the lower part of the aluminum alloy template and surround a rectangular groove-shaped reverse ridge groove, and foam is arranged on the inner side surface of the reverse ridge groove; when the aluminum alloy template construction of ground and anti-bank combination position is built, directly block the anti-bank groove of aluminum alloy template at anti-bank position, utilize anti-bank inslot side to set up the cotton elasticity of bubble, compensate anti-bank actual dimension and design size's deviation, avoided ground and anti-bank combination position aluminum alloy template construction in the past to build the special engineering processing of time, consequently the construction is built conveniently, has high efficiency of construction.

Description

Aluminum alloy formwork for concrete construction of ground and reverse ridge combining part

Technical Field

The utility model relates to an aluminum alloy template field for building, concretely relates to ground and anti-bank joint position aluminum alloy template for concrete construction.

Background

When the existing aluminum alloy template for the building is constructed and meets the design of a building structure at a joint part of the ground and the reverse ridge, an aluminum alloy template with the width equal to that of the reverse ridge is usually designed and manufactured independently, the aluminum alloy template with the reverse ridge is arranged at the upper part of the reverse ridge, and a standard aluminum alloy template is fixedly arranged on the side surface of the aluminum alloy template with the reverse ridge, so that the aluminum alloy template for the concrete construction at the joint part of the ground and the reverse ridge is formed together; however, in the actual construction of the aluminum alloy formwork for concrete construction at the joint part of the ground and the reverse sill, the problem that the actual size of the reverse sill is inconsistent with the design size is often encountered; when the actual width dimension of the reverse ridge is larger than the design dimension, a gap is formed at the connecting part of the aluminum alloy template of the reverse ridge and the side surface of the standard aluminum alloy template, so that the concrete leaks in the pouring process; when the actual width dimension of the inverted ridge is smaller than the design dimension, a gap is formed at the contact part of the standard aluminum alloy template and the side surface of the inverted ridge, and concrete is leaked in the pouring process; when the actual height dimension of the reverse ridge is larger than the design dimension, pin holes connected with the side surfaces of the reverse ridge aluminum alloy template and the standard aluminum alloy template cannot be aligned, so that the side surfaces of the reverse ridge aluminum alloy template and the standard aluminum alloy template cannot be connected by pins; when the actual height dimension of the reverse ridge is smaller than the design dimension, a gap is formed between the aluminum alloy template of the reverse ridge and the top surface of the reverse ridge, and concrete still leaks in the pouring process; therefore, when concrete construction is carried out on the joint of the ground and the reverse sill, special engineering treatment is carried out according to the actually manufactured reverse sill aluminum alloy template and the actual reverse sill size to ensure the matching of the aluminum alloy template and the reverse sill, and therefore the problems of increased construction quantity of the aluminum alloy template and low construction efficiency are caused.

SUMMERY OF THE UTILITY MODEL

In order to overcome the defects in the background technology, the utility model discloses an aluminum alloy template for concrete construction at the joint part of the ground and the reverse ridge, which comprises an aluminum alloy template and a reverse ridge template; the reverse ridge templates are fixedly arranged on two sides of the lower part of the aluminum alloy template and surround a rectangular groove-shaped reverse ridge groove, and foam is arranged on the inner side surface of the reverse ridge groove; when the aluminum alloy template at the joint part of the ground and the reverse ridge is constructed, the reverse ridge groove of the aluminum alloy template is directly clamped at the reverse ridge part, and the deviation between the actual size and the design size of the reverse ridge is compensated by the elasticity of the foam arranged on the inner side surface of the reverse ridge groove.

In order to realize the utility model aims at, the utility model adopts the following technical scheme: an aluminum alloy template for concrete construction at the joint part of a ground and a reverse ridge comprises an aluminum alloy template and a reverse ridge template; the aluminum alloy template is a standard aluminum alloy template, the reverse ridge template is rectangular box-shaped and is fixedly arranged on two sides of the lower part of the aluminum alloy template; the aluminum alloy template and the reverse ridge template enclose a rectangular groove-shaped reverse ridge groove.

Further, the width and the depth of the anti-waisted groove are larger than the designed size of the anti-waisted groove; wherein the width of the anti-ridge groove is 20mm larger than the designed size of the anti-ridge, and the depth of the anti-ridge groove is 10mm larger than the height of the anti-ridge.

Furthermore, the inner side surface of the anti-waistcoat groove is provided with foam, and the thickness of the foam is 15 mm.

Furthermore, the foam is high-density foam, has high hardness, and is prevented from deforming in the concrete pouring process; the foam is bonded on the inner side surface of the back waistcoat groove through viscose; when the foam is damaged in the using process and the use is influenced, the damaged foam is removed by a scraper, and then a new foam is adhered.

Further, a pin hole is formed in a side plate of the reverse ridge template; the anti-ridge template is fixedly connected with the aluminum alloy template through the pins and the wedge plates.

Furthermore, the aluminum alloy template and the anti-ridge template are of an integral structure, so that the structural strength is higher, and the service life is prolonged.

Due to the adoption of the technical scheme, the utility model discloses following beneficial effect has: the utility model discloses an aluminum alloy template for concrete construction of a ground and reverse ridge combined part, which comprises an aluminum alloy template and a reverse ridge template; the reverse ridge templates are fixedly arranged on two sides of the lower part of the aluminum alloy template and surround a rectangular groove-shaped reverse ridge groove, and foam is arranged on the inner side surface of the reverse ridge groove; when ground and the aluminum alloy template construction of anti-bank combination position are built, the anti-ridge groove of aluminum alloy template is directly clamped at the anti-ridge position, the elastic force of foam arranged on the inner side surface of the anti-ridge groove is utilized to compensate the deviation of the actual size and the design size of the anti-ridge, the special engineering treatment during the construction and the building of the aluminum alloy template at the ground and the anti-bank combination position in the past is avoided, the construction and the building are convenient, and the construction efficiency is high.

Drawings

FIG. 1 is a schematic view of an appearance of an aluminum alloy formwork for concrete construction at a joint of a ground surface and a reverse ridge;

FIG. 2 is a schematic view showing a use state of an aluminum alloy formwork for concrete construction at a joint portion between a ground surface and a reverse ridge.

In the figure: 1. an aluminum alloy template; 2. a reverse ridge template; 3. a reverse waistcoat groove; 4. soaking cotton; 5. reversely banking; 6. and (4) the ground.

Detailed Description

The invention will be explained in more detail by the following examples, which disclose the invention and are intended to protect all technical improvements within the scope of the invention.

An aluminum alloy template for concrete construction of a ground and reverse ridge combined part comprises an aluminum alloy template 1 and a reverse ridge template 2; the aluminum alloy template 1 is a standard aluminum alloy template, the inverted ridge template 2 is rectangular box-shaped, pin holes are formed in the side wall of the inverted ridge template, and the inverted ridge template is fixedly arranged on two sides of the lower portion of the aluminum alloy template 1 through pins and wedge plates; the aluminum alloy template 1 and the anti-ridge template 2 enclose a rectangular groove-shaped anti-ridge groove 3, the width and the depth of the anti-ridge groove 3 are larger than the anti-ridge design size, wherein the width of the anti-ridge groove 3 is larger than the anti-ridge design size by 20mm, and the depth of the anti-ridge groove 3 is larger than the anti-ridge height by 10 mm; the inner side surface of the reverse waistcoat groove 3 is bonded with high-density foam 4 through viscose, and the thickness of the foam 4 is 15 mm.

The utility model discloses an aluminum alloy template for concrete construction at the joint part of the ground and the reverse bank, when in construction, the reverse bank groove 3 is directly clamped on the reverse bank 5, and the lower end surface of the reverse bank template 2 is contacted with the ground 6; the deviation between the actual size and the design size of the reverse ridge 5 is compensated by the elasticity of the foam 4, so that the matching of the reverse ridge groove 3 and the reverse ridge 5 is ensured, and the condition that a gap is formed between the reverse ridge groove 3 and the reverse ridge 5 or the reverse ridge groove 3 cannot be clamped into the reverse ridge 5 is avoided; and after the aluminum alloy template for concrete construction at the joint part of the ground and the reverse ridge is used up, the reverse ridge template 2 is removed, and the aluminum alloy template 1 is still used as a standard aluminum alloy template.

When the foam 4 is damaged in the using process and the use is influenced, the damaged foam 4 is removed by a scraper, and then a new foam 4 is adhered to continue to be used.

The part of the utility model not detailed is prior art.

Claims

1. The utility model provides a ground and anti-aluminum alloy template for bank joint part concrete construction, characterized by: comprises an aluminum alloy template (1) and a reverse ridge template (2); the aluminum alloy template (1) is a standard aluminum alloy template, the anti-ridge template (2) is in a rectangular box shape and is fixedly arranged on two sides of the lower part of the aluminum alloy template (1); the aluminum alloy template (1) and the reverse ridge template (2) enclose a rectangular groove-shaped reverse ridge groove (3).

2. The aluminum alloy formwork for concrete construction of the ground and reversed sill joint part according to claim 1, wherein: the width and the depth of the anti-ridge groove (3) are larger than the designed size of the anti-ridge.

3. The aluminum alloy formwork for concrete construction of the ground and reversed sill joint part according to claim 1, wherein: the inner side surface of the anti-waistcoat groove (3) is provided with foam (4).

4. The aluminum alloy formwork for concrete construction of the ground and reversed ridge combined part according to claim 3, wherein: the foam (4) is high-density foam and is bonded on the inner side surface of the reverse waistcoat groove (3) through viscose.

5. The aluminum alloy formwork for concrete construction of the ground and reversed sill joint part according to claim 1, wherein: a pin hole is formed in the side plate of the reverse ridge template (2); the anti-ridge template (2) is fixedly connected with the aluminum alloy template (1) through pins and wedge plates.

6. The aluminum alloy formwork for concrete construction of the ground and reversed sill joint part according to claim 1, wherein: the aluminum alloy template (1) and the reverse ridge template (2) are of an integral structure.