A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Floating anchor rod end waterproof treatment construction method
The invention provides a waterproof treatment construction method for the end of a floating anchor rod, and belongs to the technical field of building construction.The waterproof treatment construction method comprises the steps that a three-dimensional model of the end of the floating anchor rod is established, and grid treatment is conducted on the surface of the three-dimensional model; performing ultrasonic echo detection on the end of the floating anchor rod to obtain ultrasonic echo characteristics of each grid unit on the surface of the end of the floating anchor rod; calculating an anti-seepage index of each grid unit according to the ultrasonic echo characteristics of each grid unit; establishing a finite element model of the end of the floating anchor rod, and acquiring a plurality of easy-to-deform areas of the end of the floating anchor rod by adopting an accumulated pressure analysis mode; according to a preset maximum anti-seepage index and the plurality of variable areas, performing fusion calculation on a to-be-reinforced waterproof treatment area of the three-dimensional model; and waterproof treatment is conducted on the end of the floating anchor rod, and reinforced waterproof treatment is conducted on the area, corresponding to the to-be-reinforced waterproof treatment area, of the end of the floating anchor rod.
本发明提供了一种浮锚杆端头防水处理施工方法，属于建筑施工技术领域，包括：建立浮锚杆端头的三维模型，并对所述三维模型的表面进行网格处理；对所述浮锚杆端头进行超声回波检测，得到所述浮锚杆端头表面每个网格单元的超声回波特征；根据所述每个网格单元的超声回波特征，计算每个网格单元的防渗指数；建立所述浮锚杆端头的有限元模型，并采用累积压力分析方式获取所述浮锚杆端头的多个易形变区域；根据预设的最大防渗指数，与所述多个易变性区域，融合计算所述三维模型的待加强防水处理区；对所述浮锚杆端头进行防水处理，并对所述待加强防水处理区对应的所述浮锚杆端头的区域进行加强防水处理。
Floating anchor rod end waterproof treatment construction method
The invention provides a waterproof treatment construction method for the end of a floating anchor rod, and belongs to the technical field of building construction.The waterproof treatment construction method comprises the steps that a three-dimensional model of the end of the floating anchor rod is established, and grid treatment is conducted on the surface of the three-dimensional model; performing ultrasonic echo detection on the end of the floating anchor rod to obtain ultrasonic echo characteristics of each grid unit on the surface of the end of the floating anchor rod; calculating an anti-seepage index of each grid unit according to the ultrasonic echo characteristics of each grid unit; establishing a finite element model of the end of the floating anchor rod, and acquiring a plurality of easy-to-deform areas of the end of the floating anchor rod by adopting an accumulated pressure analysis mode; according to a preset maximum anti-seepage index and the plurality of variable areas, performing fusion calculation on a to-be-reinforced waterproof treatment area of the three-dimensional model; and waterproof treatment is conducted on the end of the floating anchor rod, and reinforced waterproof treatment is conducted on the area, corresponding to the to-be-reinforced waterproof treatment area, of the end of the floating anchor rod.
本发明提供了一种浮锚杆端头防水处理施工方法，属于建筑施工技术领域，包括：建立浮锚杆端头的三维模型，并对所述三维模型的表面进行网格处理；对所述浮锚杆端头进行超声回波检测，得到所述浮锚杆端头表面每个网格单元的超声回波特征；根据所述每个网格单元的超声回波特征，计算每个网格单元的防渗指数；建立所述浮锚杆端头的有限元模型，并采用累积压力分析方式获取所述浮锚杆端头的多个易形变区域；根据预设的最大防渗指数，与所述多个易变性区域，融合计算所述三维模型的待加强防水处理区；对所述浮锚杆端头进行防水处理，并对所述待加强防水处理区对应的所述浮锚杆端头的区域进行加强防水处理。
Floating anchor rod end waterproof treatment construction method
一种浮锚杆端头防水处理施工方法
HAN HONGPENG (author) / CHEN XINLE (author) / LUAN SHAOQIANG (author) / ZHANG SITAO (author) / LIU WEISHENG (author) / SUN TIANZHI (author) / WANG CHEN (author) / ZHANG SHUAISHUAI (author) / KONG XIAOWEI (author) / XIAO ZHIWEI (author)
2024-05-14
Patent
Electronic Resource
Chinese
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