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Karst foundation grouting reinforcement construction method based on BIM technology
The invention discloses a karst foundation grouting reinforcement construction method based on a BIM technology and relates to the technical field of foundation reinforcement. The karst foundation grouting reinforcement construction method based on the BIM technology is characterized by comprising the following steps of 1, establishing a three-dimensional visualization BIM model, and adopting a BIM software to establish a site BIM model; and 2, carrying out grouting reinforcement hole arrangement on the basis of the site BIM model, optimizing positions and number of preliminarily arranged holes in a construction scheme to obtain a finally arranged BIM model. According to the karst foundation grouting reinforcement construction method based on the BIM technology, the BIM model is established by the BIM software; and on the basis of this BIM model, three-dimensional simulation animation is made by using technical software such as Navisworks and 3Dmax to carry out three-dimensional visualization technology disclosure and provide guidance for site operation. More and more complicated construction schemes of the karst foundation grouting reinforcement procedure can be visually expressed, the errors can be avoided, and the construction efficiency can be enhanced.
本发明公开了一种基于BIM技术的岩溶地基注浆加固施工方法，涉及地基加固技术领域。该基于BIM技术的岩溶地基注浆加固施工方法，其特征在于：包括以下步骤：步骤1、三维可视化BIM模型的建立，采用BIM软件建立场地BIM模型；步骤2、在场地BIM模型的基础上，进行注浆加固孔洞排布，对施工方案中初步设置的孔洞位置、数量进行优化，得到最终排布的BIM模型。该基于BIM技术的岩溶地基注浆加固施工方法，利用BIM软件建立BIM模型，在此基础上，利用Navisworks、3Dmax等技术软件出具三维模拟动画，进行三维可视化技术交底，指导现场施工。能够直观表达岩溶地基注浆加固这一工序较多、较复杂的施工方案，避免错误，提高施工效率。
Karst foundation grouting reinforcement construction method based on BIM technology
The invention discloses a karst foundation grouting reinforcement construction method based on a BIM technology and relates to the technical field of foundation reinforcement. The karst foundation grouting reinforcement construction method based on the BIM technology is characterized by comprising the following steps of 1, establishing a three-dimensional visualization BIM model, and adopting a BIM software to establish a site BIM model; and 2, carrying out grouting reinforcement hole arrangement on the basis of the site BIM model, optimizing positions and number of preliminarily arranged holes in a construction scheme to obtain a finally arranged BIM model. According to the karst foundation grouting reinforcement construction method based on the BIM technology, the BIM model is established by the BIM software; and on the basis of this BIM model, three-dimensional simulation animation is made by using technical software such as Navisworks and 3Dmax to carry out three-dimensional visualization technology disclosure and provide guidance for site operation. More and more complicated construction schemes of the karst foundation grouting reinforcement procedure can be visually expressed, the errors can be avoided, and the construction efficiency can be enhanced.
本发明公开了一种基于BIM技术的岩溶地基注浆加固施工方法，涉及地基加固技术领域。该基于BIM技术的岩溶地基注浆加固施工方法，其特征在于：包括以下步骤：步骤1、三维可视化BIM模型的建立，采用BIM软件建立场地BIM模型；步骤2、在场地BIM模型的基础上，进行注浆加固孔洞排布，对施工方案中初步设置的孔洞位置、数量进行优化，得到最终排布的BIM模型。该基于BIM技术的岩溶地基注浆加固施工方法，利用BIM软件建立BIM模型，在此基础上，利用Navisworks、3Dmax等技术软件出具三维模拟动画，进行三维可视化技术交底，指导现场施工。能够直观表达岩溶地基注浆加固这一工序较多、较复杂的施工方案，避免错误，提高施工效率。
Karst foundation grouting reinforcement construction method based on BIM technology
一种基于BIM技术的岩溶地基注浆加固施工方法
LIU QIQI (author) / LU XIXIN (author) / CUI NAN (author) / ZHANG JUNTAO (author) / SUN HAO (author)
2020-07-28
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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