Construction method of anti-floating anchor rod in complex karst development area based on BIM (Building Information Modeling)
The invention discloses a construction method of an anti-floating anchor rod in a complex karst development area based on BIM, and belongs to the field of construction of the anti-floating anchor rod, and the construction method comprises the following specific steps: (1) collecting related informat...
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creator | LU XIYING LIU ZHIQIANG DUAN SUXING QIU JIANJUN CHEN FEIHANG YAO CHENGYU YANG HUANG XIANG YUANSHENG ZENG WENTAO XU XINGWEI MENG CHENGXIANG KANG WENBIN |
description | The invention discloses a construction method of an anti-floating anchor rod in a complex karst development area based on BIM, and belongs to the field of construction of the anti-floating anchor rod, and the construction method comprises the following specific steps: (1) collecting related information to construct each group of engineering models; (2) designing anchor point positions to construct each group of anchor rod models; (3) performing cascade analysis on the matching degree of the karst position and the drilling model; (4) feeding back each group of generated data to the management platform for checking; (5) optimizing the performance of the management platform and analyzing and detecting the log data of the management platform; according to the method, the number of the anchor rod can be automatically given, the length of the anchor rod can be finely determined under the condition that the bedrock surface of the complex karst area fluctuates greatly, the matching degree of the karst position and th |
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(2) designing anchor point positions to construct each group of anchor rod models; (3) performing cascade analysis on the matching degree of the karst position and the drilling model; (4) feeding back each group of generated data to the management platform for checking; (5) optimizing the performance of the management platform and analyzing and detecting the log data of the management platform; according to the method, the number of the anchor rod can be automatically given, the length of the anchor rod can be finely determined under the condition that the bedrock surface of the complex karst area fluctuates greatly, the matching degree of the karst position and th</description><subject>CALCULATING</subject><subject>COMPUTING</subject><subject>COUNTING</subject><subject>ELECTRIC DIGITAL DATA PROCESSING</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>IMAGE DATA PROCESSING OR GENERATION, IN GENERAL</subject><subject>PHYSICS</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjT0OgkAQhWksjHqHsdOCRNDQC9FIgZU9GWFWNu7OkN3FWHl20XgAq5f3k-9No1ch7IMbmqCFwVLopAVRgBx0rIxg0HwbXdOJAzd2mqER2xt6wh2dD9DSg4z0ljgAOkK4oqeRwZCXFazyQZv2wyhZibP4_amkJTOG63k0UWg8LX46i5bHw6U4xdRLTb7HhphCXZyTJNtm6WaX7rf_bN5Zvke9</recordid><startdate>20230630</startdate><enddate>20230630</enddate><creator>LU XIYING</creator><creator>LIU ZHIQIANG</creator><creator>DUAN SUXING</creator><creator>QIU JIANJUN</creator><creator>CHEN FEIHANG</creator><creator>YAO CHENGYU</creator><creator>YANG HUANG</creator><creator>XIANG YUANSHENG</creator><creator>ZENG WENTAO</creator><creator>XU XINGWEI</creator><creator>MENG CHENGXIANG</creator><creator>KANG WENBIN</creator><scope>EVB</scope></search><sort><creationdate>20230630</creationdate><title>Construction method of anti-floating anchor rod in complex karst development area based on BIM (Building Information Modeling)</title><author>LU XIYING ; 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(2) designing anchor point positions to construct each group of anchor rod models; (3) performing cascade analysis on the matching degree of the karst position and the drilling model; (4) feeding back each group of generated data to the management platform for checking; (5) optimizing the performance of the management platform and analyzing and detecting the log data of the management platform; according to the method, the number of the anchor rod can be automatically given, the length of the anchor rod can be finely determined under the condition that the bedrock surface of the complex karst area fluctuates greatly, the matching degree of the karst position and th</abstract><oa>free_for_read</oa></addata></record> |
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subjects | CALCULATING COMPUTING COUNTING ELECTRIC DIGITAL DATA PROCESSING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING IMAGE DATA PROCESSING OR GENERATION, IN GENERAL PHYSICS SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Construction method of anti-floating anchor rod in complex karst development area based on BIM (Building Information Modeling) |
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