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Vertical installation method and structure of hanging baskets for construction of inclined roof outer overhanging eave gutter

A vertical installation, inclined roof technology, applied in the direction of housing structure support, housing structure support, scaffolding for housing structure support, etc., can solve the problems of difficult to ensure safety, difficult to control the installation distance of hanging baskets, and difficult to set up bracket-type hanging baskets. , to improve safety and reliability, improve construction efficiency, and avoid damage

Inactive Publication Date: 2020-12-08
ZHONGTIAN CONSTR GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in the installation and construction of the hanging baskets involved in the construction of the external eaves of the sloping roof, especially when it involves steel bar reservation, casing pre-embedding, hanging basket installation and reserved hole sealing for the installation of the sloping roof, due to the structure of the external sloping eaves of the sloping roof , which makes it difficult to set up the bracket type hanging basket, making it difficult to control the installation distance of the hanging basket, and it is not easy to guarantee the safety

Method used

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  • Vertical installation method and structure of hanging baskets for construction of inclined roof outer overhanging eave gutter
  • Vertical installation method and structure of hanging baskets for construction of inclined roof outer overhanging eave gutter
  • Vertical installation method and structure of hanging baskets for construction of inclined roof outer overhanging eave gutter

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0038] A vertical installation method of hanging baskets for the construction of eaves and ditches on sloped roofs, see figure 1 , including the following steps,

[0039] Arrangement and positioning of construction baskets: arrange the construction baskets according to the plan, and determine the type, size and position of the hanging points of the construction baskets;

[0040] Fixing the embedded casing 4: when installing the formwork for the external overhanging ditch, fix the embedded casing 4 on the formwork, and cover the upper part of the fixed structure with the plugging nut 9;

[0041] Construction of the external overhanging gutter structure: Binding the reserved hanging bars 2 and additional steel bars 3. During the installation and construction of the external overhanging gutter reinforcement, according to the positioned hanging points and the pre-embedded casing 4, pre-embedded casings 4 are respectively set on both sides. Leave hanging bars 2 and set additional ...

Embodiment 2

[0058] A method for vertically installing hanging baskets for the construction of sloping roofs and ditches, which is similar to that of Embodiment 1, except that a limit plate 12 is set at the lower part of the rope clamp of the steel wire rope 11 .

[0059] It is applicable to the installation structure of the vertical installation method of the hanging basket for construction of the slanted roof outside the eaves of the present embodiment. Further, the lower part of the rope clamp of the steel wire rope 11 is provided with a limiting plate 12 .

Embodiment 3

[0061] A method for vertical installation of hanging baskets for the construction of slanted roofs, which is similar to Embodiment 1 or Embodiment 2, the difference is that when the steel wire rope 11 is fixed with a wire rope clamp, a protective wire rope 11 is set at the place where the top of the steel wire rope 11 is connected to the suspension ring 8 The protective ring used.

[0062] It is applicable to the installation structure of the vertical installation method of the hanging basket for the construction of the sloping roof outside the eaves and ditch of this embodiment. Further, the top of the steel wire rope 11 is connected to the suspension ring 8. A protective ring is provided.

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Abstract

The invention discloses a vertical installation method and structure of hanging baskets for construction of an inclined roof outer overhanging eave gutter. The installation method comprises the stepsof arranging and positioning the construction hanging baskets, fixing embedded sleeves, constructing an outer overhanging eave gutter structure, binding reserved hanging bars and additional steel bars, pouring concrete, installing steel wire ropes of the hanging baskets, installing bolts of hanging rings, installing and using the hanging baskets, dismantling the hanging baskets, blocking holes anddismantling the reserved hanging bars. The installation problem of the hanging baskets of the inclined roof outer overhanging eave gutter is effectively solved, vertical installation of the hanging baskets is achieved, meanwhile, construction of a main roof is not affected, installation is rapid, blocking is convenient, and safety and reliability are achieved.

Description

technical field [0001] The invention belongs to the technical field of building construction, and in particular relates to a vertical installation method and an installation structure of a hanging basket for the construction of an overhanging eaves ditch outside a sloping roof. Background technique [0002] At present, as people's requirements for housing quality are getting higher and higher, real estate developers are beginning to develop more and more bungalows and small high-rises, and more and more residential projects with sloping roofs with external gutters appear. However, in the installation and construction of hanging baskets involved in the construction of sloping roofs, especially when it involves steel bar reservation, casing pre-embedding, hanging basket installation and reserved hole sealing, due to the structure of sloping roofs , resulting in greater difficulty in setting up the bracket type hanging basket, making it difficult to control the installation dis...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G5/00E04G3/30E04G3/34E04G13/06E04D13/158E04G5/04E04G19/00
CPCE04D13/158E04G3/30E04G3/34E04G5/007E04G5/043E04G13/06E04G13/066E04G19/00
Inventor 赵宗元刘玉涛王左同陈永伟赵树山陈赛菊陈默肖培磊朱彬马王佳玉吴硕军
Owner ZHONGTIAN CONSTR GROUP