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Steel structure bridge truss mounting system and mounting process
The invention relates to the technical field of bridge assemblies, and discloses a steel structure bridge truss mounting system and a steel structure bridge truss mounting process. And a plurality of lifting support units are arranged. And the buffer unit is detachably and fixedly connected to the top of the support structure. The three-dimensional scanning module scans the installation environment and constructs a three-dimensional environment coordinate system. The bridge model implantation module constructs a bridge model and implants the bridge model into the three-dimensional environment coordinate system. And the space positioning module is mounted in the lifting supporting unit and the buffering unit. The data acquisition module acquires installation data of corresponding coordinates of the bridge model. The node analysis module analyzes the bridge model to obtain installation node coordinates (x, y, z). The buffer force obtaining module obtains the buffer force (x, y, z, b) of the corresponding coordinates. And the control center controls the buffer capacity of the buffer units of the corresponding coordinates. Adjustment is performed by constructing a coordinate system, the buffering capacity is adjusted at a fixed point, and the buffering capacity is high.
本发明涉及桥梁组件技术领域，公开了一种钢结构桥梁桁架安装系统及安装工艺，所述的钢结构桥梁桁架安装系统包括；升降支撑单元，设置若干。缓冲单元，可拆卸的固定连接在支架结构的顶部。三维扫描模块对安装环境进行扫描，构建三维环境坐标系。桥梁模型植入模块构建桥梁模型并植入到三维环境坐标系的内部。空间定位模块，安装在升降支撑单元和缓冲单元的内部。数据获取模块获得桥梁模型对应坐标的安装数据。节点分析模块对桥梁模型进行分析，获得安装节点坐标(x，y，z)。缓冲力度获取模块获得对应坐标的缓冲力度(x，y，z，b)。控制中心，控制对应坐标的缓冲单元缓冲量。通过构建坐标系进行调节，并定点调节缓冲量，缓冲能力强。
Steel structure bridge truss mounting system and mounting process
The invention relates to the technical field of bridge assemblies, and discloses a steel structure bridge truss mounting system and a steel structure bridge truss mounting process. And a plurality of lifting support units are arranged. And the buffer unit is detachably and fixedly connected to the top of the support structure. The three-dimensional scanning module scans the installation environment and constructs a three-dimensional environment coordinate system. The bridge model implantation module constructs a bridge model and implants the bridge model into the three-dimensional environment coordinate system. And the space positioning module is mounted in the lifting supporting unit and the buffering unit. The data acquisition module acquires installation data of corresponding coordinates of the bridge model. The node analysis module analyzes the bridge model to obtain installation node coordinates (x, y, z). The buffer force obtaining module obtains the buffer force (x, y, z, b) of the corresponding coordinates. And the control center controls the buffer capacity of the buffer units of the corresponding coordinates. Adjustment is performed by constructing a coordinate system, the buffering capacity is adjusted at a fixed point, and the buffering capacity is high.
本发明涉及桥梁组件技术领域，公开了一种钢结构桥梁桁架安装系统及安装工艺，所述的钢结构桥梁桁架安装系统包括；升降支撑单元，设置若干。缓冲单元，可拆卸的固定连接在支架结构的顶部。三维扫描模块对安装环境进行扫描，构建三维环境坐标系。桥梁模型植入模块构建桥梁模型并植入到三维环境坐标系的内部。空间定位模块，安装在升降支撑单元和缓冲单元的内部。数据获取模块获得桥梁模型对应坐标的安装数据。节点分析模块对桥梁模型进行分析，获得安装节点坐标(x，y，z)。缓冲力度获取模块获得对应坐标的缓冲力度(x，y，z，b)。控制中心，控制对应坐标的缓冲单元缓冲量。通过构建坐标系进行调节，并定点调节缓冲量，缓冲能力强。
Steel structure bridge truss mounting system and mounting process
一种钢结构桥梁桁架安装系统及安装工艺
YAN TINGJIAN (author) / WANG YAN (author)
2022-05-06
Patent
Electronic Resource
Chinese
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