A Construction Method of Prefabricated Beam Steel Bearing Plate Resistance Mesh Composite Floor
A technology of resistance net and steel bearing plate, which is applied in the direction of floors, buildings, building components, etc., can solve the problems of delaying the construction period of the steel bearing plate and insufficient stability of the steel bearing plate, and achieves high installation efficiency, convenient operation, and reduced usage Effect
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Publication Date
- 2020-06-26
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Abstract
Description
technical field
[0001] The invention belongs to the technical field of construction engineering, and relates to a construction method of a prefabricated beam-steel bearing plate resistance mesh composite floor. Background technique
[0002] Industrial plants, as the name suggests, are houses used in industrial production processes. In addition to the workshops used for production, industrial plants also include their auxiliary buildings, such as factory dormitories, canteens, office buildings and other supporting houses, all of which belong to the category of industrial plants or a part of industrial plants. With the development of industry, the rapid rise of industrial plants is an inevitable trend of economic development. When building an industrial plant, due to the large floor area of the industrial plant, a large amount of turnover materials are required, such as steel pipes and wooden formwork, etc., and when the wooden formwork is used as the support system, the co...
Examples
Embodiment Construction
[0029] The following are specific embodiments of the present invention and in conjunction with the accompanying drawings, the technical solutions of the present invention are further described, but the present invention is not limited to these embodiments.
[0030] refer to figure 1 , a construction method for a prefabricated beam steel bearing plate resistance mesh combined floor, is characterized in that it comprises the following steps:
[0031] step a
[0032] 1. Pouring concrete column: cast-in-place concrete column 1 on the construction site;
[0033] 2. Lay the cushion: lay the concrete cushion between the poured adjacent concrete columns 1;
[0034] step b
[0035] Install the prefabricated main beam: erect the two ends of the prefabricated main beam 2 on a concrete column 1 respectively. The prefabricated main beam 2 is a composite beam. Main beam stirrups 6 arranged in sequence in the length direction;
[0036] step c
[0037] 1. Install the prefabricated secon...