Suspension scaffold at gable at sloping roof eaves of high-rise building, and construction method thereof

A technology for high-rise buildings and sloping roofs, which is applied in the direction of buildings, building structures, and scaffolding supported by house structures. It can solve the problems of long occupation period of scaffolding, difficulty in ensuring construction quality, and slow construction speed. It achieves easy construction quality assurance, The effect of easy quality assurance and fast construction speed

Active Publication Date: 2013-09-25
北京金港建设股份有限公司 +1
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  • Abstract
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AI Technical Summary

Problems solved by technology

[0003] The invention provides a cantilever frame at the gable of the outer eaves of the sloping roof of a high-rise building and its construction method, which solves the technical problems of long occupation period, slow construction speed, difficulty in ensuring construction quality and poor safety of the existing scaffolding used for the construction of the outer eaves

Method used

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  • Suspension scaffold at gable at sloping roof eaves of high-rise building, and construction method thereof

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Embodiment Construction

[0032] Examples see figure 1 As shown, the cantilever frame at the outer eaves and gables of the sloping roof of this high-rise building includes an overhanging horizontal bar 2, an inner bar 3, a large horizontal bar 5, a vertical bar 7, a small horizontal bar 8, a scaffolding board 11, and a horizontal safety net 12 , horizontal large mesh 15, facade safety net 13, facade large mesh 14 and steel wire rope 10.

[0033] There are two rows of up and down described external hanging horizontal rods 2, and the upper and lower two rows of external hanging horizontal rods 2 inner ends pass through the external wall water drilling holes 1 and are locked with the inner rods 3. The inner opening of the external wall rhinestone hole 1 is higher than the outer opening. The inner rod 3 is an inner horizontal rod or an inner vertical rod, and the inner rod is padded with a wooden square 4 between the outer wall water drill hole 1 and the outer wall 18 .

[0034] The large horizontal bar ...

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Abstract

Disclosed are a suspension scaffold at a gable at a sloping roof eaves of a high-rise building, and a construction method thereof. The suspension scaffold comprises overhang horizontal rods, inner rods, large transverse rods, vertical rods, small transverse rods, scaffold boards, a horizontal safety mesh, a facade safety mesh, facade large meshes, and wire ropes. The overhang horizontal rods include an upper row and a lower row. The inner ends of the overhang horizontal rods pass through exterior wall water-drill boreholes to be firmly locked to the inner rods. The large transverse rods and the vertical rods are erected in an inner row and an outer row outside an exterior wall. The lower large transverse rods are erected on the upper and lower rows of overhang horizontal rods. The lower portions of the vertical rods are firmly locked to the large transverse rods. The small transverse rods are connected between the inner and outer rows of vertical rods. The scaffold boards are laid on the lower row of overhang horizontal rods. The suspension scaffold and the construction method thereof have the advantages that construction safety, fast construction, easily guaranteed quality and low comprehensive cost are guaranteed; the problems in construction and protection of eaves of sloping-proof high-rise buildings are solved well; construction is safe, economical and fast, and construction quality is easily guaranteed.

Description

technical field [0001] The invention relates to a building scaffolding, in particular to a cantilever frame for construction and protection of the outer eaves of a high-rise building slope and a construction method thereof. Background technique [0002] The choice of construction method for the outer eaves of high-rise buildings often determines the construction safety, construction speed, construction quality and comprehensive cost of the outer eaves. When using traditional floor-standing single (double) row steel pipe scaffolding or section steel cantilevered scaffolding for outer eaves construction, it is necessary to remove the scaffolding from top to bottom while constructing. The sealing of various openings and the treatment of the wall surface will be carried out in the first stage, the construction speed is relatively slow, and the construction quality is not easy to guarantee. When the hanging basket method is used for the construction of the outer eaves, various o...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G3/20
Inventor 黄文恒刘瑞明李钦焦连庆黄臣王宽亮钟兴龙庄绪亮
Owner 北京金港建设股份有限公司
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