Sliding frame structure in construction of large-area multi-column-point supported reticulated shells

A large-area, construction-in-progress technology, applied in building construction, building material processing, construction, etc., can solve problems such as unreasonable economy and time, and achieve the effects of material stacking and evacuation, convenient feeding, and cost saving

Inactive Publication Date: 2012-11-07
ANHUI FUHUANG STEEL STRUCTURE
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

[0003] At present, the construction of this kind of reticulated shell basically adopts the existing construction methods such as the high-altitude bulk method, the hoisting method, the overall lifting method, and the reticulated shell cumulative slip method, but the existing construction methods are economical and time-consuming. very unreasonable

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  • Sliding frame structure in construction of large-area multi-column-point supported reticulated shells
  • Sliding frame structure in construction of large-area multi-column-point supported reticulated shells
  • Sliding frame structure in construction of large-area multi-column-point supported reticulated shells

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Embodiment Construction

[0024] see figure 1 and figure 2 The characteristics of the carriage structure in the large-area multi-column point support reticulated shell construction in this embodiment are: on the ground where the plane projection of the roof reticulated shell 10 is located, each slide rail 1 is arranged in parallel, for each structural column 8, with The span between two adjacent vertical structural columns is one span, and the distance between two adjacent horizontal structural columns is a column spacing. The inter-span unit steel pipe scaffolding is independently installed within the range of one column spacing between each span, and the inter-span unit steel pipe scaffolding The rolling support is on the slide rails 1 arranged in parallel, and can move along the slide rails, and an operating platform is set up on the top of the steel pipe scaffolding 1 between the spans.

[0025] see figure 2 and image 3 , in specific implementation, in the unit steel pipe scaffolding between ...

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Abstract

The invention discloses a sliding frame structure in construction of large-area multi-column-point supported reticulated shells. The sliding frame structure is characterized in that sliding rails are arranged in parallel on the ground of areas where the planar projection of a roof reticulate shell is in. A span is formed between two adjacent longitudinal structure columns, the distance between two adjacent transverse structure columns is a column distance, and an among-span unit steel pipe scaffold is arranged independently within one column distance range among the spans. Among-span unit steel pipe scaffolds are supported on the sliding rails which are arranged in parallel and can move along the sliding rails, and an operation platform is arranged on the top portions of the among-span unit steel pipe scaffolds. According to the sliding frame structure in construction of large-area multi-column-point supported reticulated shells, the construction of large-area multi-column-point supported reticulated shells is economic, and the construction period is shortened.

Description

technical field [0001] The invention relates to a steel structure support, more specifically a sliding frame structure applied in the construction of large-area multi-column point support reticulated shells. Background technique [0002] Large-area multi-column point-supported reticulated shells are increasingly used in the roof design of various factories. This kind of reticulated shell is mostly a flat structure, supported by a number of regularly arranged steel columns or concrete columns, and the height of the reticulated shell is 20m. Below, the area is larger and the weight is not heavy. [0003] At present, the construction of this kind of reticulated shell basically adopts the existing construction methods such as the high-altitude bulk method, the hoisting method, the overall lifting method, and the reticulated shell cumulative slip method, but the existing construction methods are economical and time-consuming. Very unreasonable. Contents of the invention [00...

Claims

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Application Information

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IPC IPC(8): E04G21/16
Inventor 张雄飞金超
Owner ANHUI FUHUANG STEEL STRUCTURE
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