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Bridge prefabricated structure positioning and assembling method
The invention discloses an accurate positioning assembly design method for a municipal highway bridge prefabricated structure. The method comprises the following steps that S101, on the basis of span division information, prefabricated beam variety selection and arrangement principles are carried out on a bridge span arrangement result; s102, inputting all parameter information for controlling positioning and assembling in an interface; s103, a precast beam assembly control line is formed in the three-dimensional space according to the input parameters; s104, a general precast beam structure of the first truss precast beam is formed; s105, carrying out structure refinement on the first truss precast beam template; s106, quickly arranging precast beams in batches on the basis of the first beam and the multi-span assembly control line; s107, automatically forming wet joint filling between the beam bodies; and S108, based on the precast beam and the wet joint top structural surface, a pavement entity from the top surface to the road surface is automatically filled, accurate assembly control of the precast beam under multiple input conditions can be achieved, and the design quality and efficiency are effectively improved.
本发明公开了一种市政公路桥梁预制结构精确定位装配设计方法包括以下过程:S101、在桥梁布跨结果上基于分跨信息进行预制梁品种选择、布置原则;S102、在界面中输入控制定位以及装配的全部参数信息;S103、在三维空间中依据输入参数形成预制梁装配控制线;S104、形成第一榀预制梁通用预制梁结构;S105、对第一榀预制梁模板进行构造细化;S106、基于第一榀梁以及多跨装配控制线快速进行预制梁批量布置;S107、自动形成梁体之间湿接缝填充;S108、基于预制梁以及湿接缝顶部结构面、实现自动填充顶面到路面的铺装实体,本发明可以实现预制梁的多种输入条件精确装配控制,有效提高设计质量及效率。
Bridge prefabricated structure positioning and assembling method
The invention discloses an accurate positioning assembly design method for a municipal highway bridge prefabricated structure. The method comprises the following steps that S101, on the basis of span division information, prefabricated beam variety selection and arrangement principles are carried out on a bridge span arrangement result; s102, inputting all parameter information for controlling positioning and assembling in an interface; s103, a precast beam assembly control line is formed in the three-dimensional space according to the input parameters; s104, a general precast beam structure of the first truss precast beam is formed; s105, carrying out structure refinement on the first truss precast beam template; s106, quickly arranging precast beams in batches on the basis of the first beam and the multi-span assembly control line; s107, automatically forming wet joint filling between the beam bodies; and S108, based on the precast beam and the wet joint top structural surface, a pavement entity from the top surface to the road surface is automatically filled, accurate assembly control of the precast beam under multiple input conditions can be achieved, and the design quality and efficiency are effectively improved.
本发明公开了一种市政公路桥梁预制结构精确定位装配设计方法包括以下过程:S101、在桥梁布跨结果上基于分跨信息进行预制梁品种选择、布置原则;S102、在界面中输入控制定位以及装配的全部参数信息;S103、在三维空间中依据输入参数形成预制梁装配控制线;S104、形成第一榀预制梁通用预制梁结构;S105、对第一榀预制梁模板进行构造细化;S106、基于第一榀梁以及多跨装配控制线快速进行预制梁批量布置;S107、自动形成梁体之间湿接缝填充;S108、基于预制梁以及湿接缝顶部结构面、实现自动填充顶面到路面的铺装实体,本发明可以实现预制梁的多种输入条件精确装配控制,有效提高设计质量及效率。
Bridge prefabricated structure positioning and assembling method
一种桥梁预制结构定位装配方法
GENG YUANJING (author) / ZHENG HUAN (author) / LUO QIAO (author) / HUANG RUI (author) / WU JUNWEI (author) / YAN TAO (author) / FANG YI (author)
2023-04-14
Patent
Electronic Resource
Chinese
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