CN216949471U - Building floor height difference template support system - Google Patents

Building floor height difference template support system Download PDF

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Publication number
CN216949471U
CN216949471U CN202220559544.1U CN202220559544U CN216949471U CN 216949471 U CN216949471 U CN 216949471U CN 202220559544 U CN202220559544 U CN 202220559544U CN 216949471 U CN216949471 U CN 216949471U
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China
Prior art keywords
support
template
low
height difference
building floor
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CN202220559544.1U
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Chinese (zh)
Inventor
赵奇
高立敏
周晶晶
刘朋
苏钢
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Shandong Hi Speed Dejian Group Co Ltd
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Shandong Hi Speed Dejian Group Co Ltd
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Abstract

The utility model belongs to the technical field of building engineering, and particularly relates to a building floor height difference template supporting system which comprises square timbers, a high-position template, a low-position template, a plurality of high-position supports and a plurality of low-position supports, wherein the bottom surface of each square timbers is in a step shape, the step surfaces on two sides of each square timbers are respectively fixed on the high-position template and the low-position template, the high-position supports and the low-position supports respectively and correspondingly support the high-position template and the low-position template, and the lower ends of the high-position supports and the low-position supports are fixed on a working surface.

Description

Building floor height difference template support system
Technical Field
The utility model belongs to the technical field of building engineering, and particularly relates to a building floor height difference template supporting system.
Background
The height difference of the floor, especially the position with smaller height difference, is difficult to support the formwork with the height difference, the influence of human factors on the concrete forming effect is larger, and the finally formed height difference has the defects of formwork eating, slab staggering, unsmooth straightening and the like. The template needs chiseling or repairing after being detached, the impression effect is poor, and meanwhile, manpower and cost are wasted.
SUMMERY OF THE UTILITY MODEL
The utility model provides a building floor height difference template supporting system which can solve the problems pointed out in the background technology.
The utility model provides a building floor height difference template props up system of establishing, includes square timber, high-order template, low level template, a plurality of high-order support and a plurality of low level support, the bottom surface of square timber is the echelonment, and its both sides ladder face is fixed respectively on high-order template and the low level template, high-order support and low level support correspond the support respectively high-order template and low level template, the lower extreme of high-order support and low level support is fixed on the working face.
Preferably, the high-position support and the low-position support both comprise at least one support beam and a plurality of support legs connected to the support beam.
Preferably, the lower end of the supporting leg is provided with a supporting leg, and the supporting leg is fixed on the working surface through an anchoring nail.
Preferably, the support beam is provided with an anti-floating piece, and the anti-floating piece is used for limiting the high-position template or the low-position template.
Preferably, the anti-floating piece is an anti-floating hook which is arranged on the outer side of the support beam.
Has the beneficial effects that: the utility model provides a building floor height difference formwork supporting system, which integrates the functions of anti-floating, anti-compression and no manual rubbing, and has the advantages of simple structure, easy manufacture, good effect, low labor intensity and the like.
Drawings
Figure 1 is a schematic structural view of the present invention,
figure 2 is a schematic structural view of the low position bracket of the utility model,
figure 3 is a schematic structural view of the high mount of the present invention,
figure 4 is a schematic perspective view of the present invention,
description of reference numerals:
reference numbers in the figures: 1, square timber; a high-level template 2; a low-order template 3; a high-position bracket 4; a low-position bracket 5; a bracket beam 6; support legs 7; supporting legs 8; an anchor nail 9; anti-floating piece 10 and floor template 11.
Detailed Description
An embodiment of the present invention will be described in detail below with reference to the accompanying drawings, but it should be understood that the scope of the present invention is not limited to the embodiment.
Example 1:
as shown in fig. 1-4, a building floor height difference formwork erecting system comprises a square timber 1, a high-position formwork 2, a low-position formwork 3, a plurality of high-position supports 4 and a plurality of low-position supports 5, wherein the bottom surface of the square timber 1 is in a ladder shape, the square timber 1 can be an integral square timber, the upper surface of the square timber is a horizontal plane, the lower surface of the square timber is a ladder surface, the square timber 1 can be nailed together by two high-position and low-position square timbers, the upper surface is a horizontal plane, the lower surface is a ladder surface, the ladder surfaces on two sides are respectively fixed on the high-position formwork 2 and the low-position formwork 3, the high-position supports 4 and the low-position supports 5 respectively support the high-position formwork 2 and the low-position formwork 3, and the lower ends of the high-position supports 4 and the low-position supports 5 are fixed on a working surface (namely a floor formwork 11).
Specifically, high-order support 4 and low level support 5 all include at least one support crossbeam 6 and connect a plurality of supporting legs 7 on support crossbeam 6, and high-order support 4 and low level support 5 all have the steel bar welding to form, and the lower extreme of supporting leg 7 has supporting legs 8, and supporting legs 8 pass through anchor nail 9 to be fixed on the working face.
The support crossbeam 6 is equipped with anti superficial 10, and anti superficial 10 is used for high-order template 2 or low level template 3 spacing, and anti superficial 10 is anti floating hook, and it sets up in the outside of support crossbeam 6, and it can avoid when concrete placement, and square timber 1 and template float.
The working principle is as follows: firstly welding a high-position support 4 and a low-position support 5 according to the thickness of the floor (the thickness of the floor is the height from the bottom of the support to the upper skin of a support beam 6), then fixing the high-position support 4 and the low-position support on a floor template 11, correspondingly fixing the high-position template 2, the low-position template 3 and the square timber 1 by workers, placing the fixed square timber on the support beam 6, and then integrally fixing the fixed square timber.
The above disclosure is only for a few specific embodiments of the present invention, however, the present invention is not limited to the above embodiments, and any variations that can be made by those skilled in the art are intended to fall within the scope of the present invention.

Claims (5)

1. The utility model provides a building floor difference in height template system of establishing which characterized in that: including square timber (1), high-order template (2), low level template (3), a plurality of high-order support (4) and a plurality of low level support (5), the bottom surface of square timber (1) is the echelonment, and its both sides ladder face is fixed respectively on high-order template (2) and low level template (3), high-order support (4) and low level support (5) correspond the support respectively high-order template (2) and low level template (3), the lower extreme of high-order support (4) and low level support (5) is fixed on the working face.
2. The building floor height difference formwork erecting system according to claim 1, wherein: the high-position support (4) and the low-position support (5) respectively comprise at least one support cross beam (6) and a plurality of support legs (7) connected to the support cross beam (6).
3. The building floor height difference formwork erecting system according to claim 2, wherein: the lower end of the supporting leg (7) is provided with a supporting leg (8), and the supporting leg (8) is fixed on the working surface through an anchoring nail (9).
4. The building floor height difference formwork erecting system according to claim 2, wherein: the support beam (6) is provided with an anti-floating piece (10), and the anti-floating piece (10) is used for limiting the high-position template (2) or the low-position template (3).
5. The building floor height difference formwork erecting system according to claim 4, wherein: the anti-floating piece (10) is an anti-floating hook and is arranged on the outer side of the support beam (6).
CN202220559544.1U 2022-03-15 2022-03-15 Building floor height difference template support system Active CN216949471U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220559544.1U CN216949471U (en) 2022-03-15 2022-03-15 Building floor height difference template support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220559544.1U CN216949471U (en) 2022-03-15 2022-03-15 Building floor height difference template support system

Publications (1)

Publication Number Publication Date
CN216949471U true CN216949471U (en) 2022-07-12

Family

ID=82294758

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220559544.1U Active CN216949471U (en) 2022-03-15 2022-03-15 Building floor height difference template support system

Country Status (1)

Country Link
CN (1) CN216949471U (en)

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