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Embedded sleeve structure used in shear wall and floor slab and construction method thereof

A construction method and shear wall technology, which is applied in the direction of formwork/formwork/work frame, building structure, and on-site preparation of building components, which can solve the problem of inability to guarantee the concrete strength and effective waterproofing of reserved openings or rear openings , messy layout of pipeline space, uncoordinated overall structure and other problems, to achieve the effect of good space location and favorable conditions, simple and practical structure, and standardized settings

Pending Publication Date: 2018-09-14
CHINA MCC5 GROUP CORP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Traditional shear walls and floor pipelines are set with rear openings or reserved openings (rear openings or reserved openings are used for later pipelines to pass through), the reserved openings often have a large error in the overall elevation of the opening, and the rear openings are often The construction is inconvenient and the labor intensity is high. Both methods cause the overall structure to be uncoordinated, resulting in messy layout of the subsequent pipeline space; at the same time, the concrete strength and effective waterproofing of the reserved opening or the rear opening cannot be guaranteed.

Method used

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  • Embedded sleeve structure used in shear wall and floor slab and construction method thereof
  • Embedded sleeve structure used in shear wall and floor slab and construction method thereof
  • Embedded sleeve structure used in shear wall and floor slab and construction method thereof

Examples

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Effect test

Embodiment 1

[0025] Such as Figures 1 to 3 As shown, it is used for the embedded casing structure in the shear wall and the floor slab. The entire embedded casing structure is pre-embedded and installed in the shear wall and the floor slab 4, including the steel plate 1 and the steel casing 2, and the steel casing 2 is used When the subsequent pipeline passes through, the steel plate 1 is rectangular, and at least one through hole 3 is opened on the steel plate 1, the diameter of the through hole 3 is adapted to the outer diameter of the steel sleeve 2, and the steel sleeve 2 passes through the through hole 3, It is welded and fixed with the steel plate 1, welded for one week between the steel sleeve 2 and the steel plate 1, and three reinforcement plates 5 are welded and fixed between the steel sleeve 2 and the steel plate 1, and are evenly arranged along the circumferential direction of the steel sleeve 2 , the steel plate 1 is welded and fixed to the steel bars (not shown in the figure...

Embodiment 2

[0028] Such as Figure 4 with 5 As shown, on the basis of Example 1, the pre-embedded casing structure includes two parallel steel plates 1, both of which are rectangular, and the two steel plates 1 are fixed as a whole by connecting rods 6, and the connecting rods 6 and The two steel plates 1 are welded and fixed, there is an interval between the two steel plates 1, the size of the two steel plates 1 is the same, the size and position of the through holes 3 opened on the two steel plates 1 are correspondingly the same, and the same steel sleeve 2 passes through the two steel plates 1 correspondingly through-hole 3.

[0029] For the construction method of the pre-embedded casing structure in the shear wall and floor slab in embodiment 2, according to the design drawings, first determine the size and position of the steel plate 1 and the through hole 3 provided by the steel plate 1, and place it on the steel plate 1 on site Open the corresponding through hole 3, control the d...

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Abstract

The invention relates to the technical field of building construction, and discloses an embedded sleeve structure used in a shear wall and a floor slab and a construction method thereof. The embeddedsleeve structure comprises steel plates and steel sleeves, at least one through hole is formed in the steel plates, and the diameters of the through holes are matched with the outer diameters of the steel sleeves. The steel sleeves penetrate through the through holes and are welded and fixed to the steel plates, the steel plates and steel bars in the shear wall and the floor slab are welded and fixed, and the steel plates are installed in the shear wall and the floor slab in an embedded mode. During construction, firstly, the through holes are formed in the steel plates according to the drawing size, and connecting rods are welded between the two steel plates; then the steel sleeves penetrate through the corresponding through holes on the two steel plates and are welded and fixed to the steel plates, the embedded sleeve structure is hoisted in place, and the elevation and axis position of the embedded sleeve structure are adjusted; and finally, the embedded sleeve structure and the steel bars are fixed, and concrete can be poured. The structure is simple and practical, pipeline arrangement is standard and attractive, it is ensured that the pipeline position is accurate and the relative position is reasonable, the operation efficiency is high, the labor cost is low, and the strength of the shear wall and the floor of at an open hole is guaranteed.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a pre-embedded casing structure used in shear walls and floor slabs and a construction method thereof. Background technique [0002] In modern architecture, reasonable and flexible space layout is emphasized, and pipeline settings require standardization, simplicity, and beauty; construction operations require improved efficiency and quality assurance. Traditional shear walls and floor pipelines are set with rear openings or reserved openings (rear openings or reserved openings are used for later pipelines to pass through), the reserved openings often have a large error in the overall elevation of the opening, and the rear openings often The construction is inconvenient and labor-intensive. Both methods cause the overall structure to be uncoordinated, resulting in messy layout of the subsequent pipeline space. At the same time, the concrete strength and effective wa...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G15/06
CPCE04G15/06
Inventor 杨士长甘彬闫海凌
Owner CHINA MCC5 GROUP CORP