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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Hauptverfasser: LU XIYING, LIU ZHIQIANG, DUAN SUXING, QIU JIANJUN, CHEN FEIHANG, YAO CHENGYU, YANG HUANG, XIANG YUANSHENG, ZENG WENTAO, XU XINGWEI, MENG CHENGXIANG, KANG WENBIN
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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</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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