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Method for improving construction quality of long-span stiff concrete beam structure
The invention provides a method for improving the construction quality of a large-span stiff concrete beam structure. The method includes the step of optimizing connection modes made by steel bars andstructural steel according to the different connection modes of the steel bars and the structural steel. The connection modes of the steel bars and the structural steel are effectively optimized according to the current different connection modes of the steel bars and the structural steel, a method of on-site built-up hole construction is eliminated from the source and is turned into a workshop-based and modular construction mode, the on-site construction speed is greatly improved, and the contradiction rate of on-site construction is reduced while the construction quality of the large-span stiff concrete structure is effectively ensured.
本发明提供了一种提高大跨度劲性混凝土梁结构施工质量的方法，方法为：针对钢筋与型钢不同的连接方式，对钢筋与型钢产生的连接方式进行优化。本发明针对目前钢筋与型钢不同的连接方式，对两者的连接方式进行有效优化，从源头上杜绝了现场成孔施工的方法，转为车间化、模块化的构造模式，大大提升了现场的施工速度，减小现场施工矛盾率的同时，有效保证大跨度劲性混凝土结构的施工质量。
Method for improving construction quality of long-span stiff concrete beam structure
The invention provides a method for improving the construction quality of a large-span stiff concrete beam structure. The method includes the step of optimizing connection modes made by steel bars andstructural steel according to the different connection modes of the steel bars and the structural steel. The connection modes of the steel bars and the structural steel are effectively optimized according to the current different connection modes of the steel bars and the structural steel, a method of on-site built-up hole construction is eliminated from the source and is turned into a workshop-based and modular construction mode, the on-site construction speed is greatly improved, and the contradiction rate of on-site construction is reduced while the construction quality of the large-span stiff concrete structure is effectively ensured.
本发明提供了一种提高大跨度劲性混凝土梁结构施工质量的方法，方法为：针对钢筋与型钢不同的连接方式，对钢筋与型钢产生的连接方式进行优化。本发明针对目前钢筋与型钢不同的连接方式，对两者的连接方式进行有效优化，从源头上杜绝了现场成孔施工的方法，转为车间化、模块化的构造模式，大大提升了现场的施工速度，减小现场施工矛盾率的同时，有效保证大跨度劲性混凝土结构的施工质量。
Method for improving construction quality of long-span stiff concrete beam structure
一种提高大跨度劲性混凝土梁结构施工质量的方法
YU FENGFENG (author) / DING HUA (author) / GU LEI (author)
2020-08-07
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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