Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for reinforcing soft soil foundation through friction type high-pressure jet grouting piles
The invention provides a friction type high-pressure jet grouting pile soft soil foundation reinforcement construction method, and relates to the technical field of soft soil foundation reinforcement, and the method comprises the following steps: S1, obtaining related construction site information, looking up literature data, and collecting and analyzing the literature data; s2, organizing related data, collecting related calculation formulas, and organizing and analyzing the related data; and S3, organizing related data and related calculation formulas, and analyzing the related calculation formulas, the related data and related construction site information. According to the method, the stress performance and the settlement deformation rule of the friction type high-pressure jet grouting pile composite foundation can be determined through analysis and research, meanwhile, the research of the high-pressure jet grouting method can be further improved, the engineering application field of the high-pressure jet grouting method is expanded, and reference suggestions are provided for later similar engineering. The construction method is advanced in technological level, safe, environment-friendly and efficient in construction, a complete set of technical research is developed, and the technology has reliability and high efficiency.
本发明提供摩擦式高压旋喷桩加固软土地基施工方法，涉及加固软土地基技术领域，包括以下步骤：S1、获取相关施工场地信息，查阅文献资料，收集与分析文献资料；S2、整理相关资料，收集相关计算公式，并整理和分析；S3、整理相关资料和相关计算公式，分析相关计算公式和相关资料与相关施工场地信息分析。本发明，通过分析研究不仅可以明确摩擦型高压旋喷桩复合地基的受力性能和沉降变形规律，同时可进一步完善高压旋喷注浆法的研究，并拓展其工程应用领域，为以后类似的工程提供参考建议。所采取施工方法工艺水平的先进性，对安全环保、施工高效性，开发出成套技术研究，该技术具有可靠性、高效性。
Construction method for reinforcing soft soil foundation through friction type high-pressure jet grouting piles
The invention provides a friction type high-pressure jet grouting pile soft soil foundation reinforcement construction method, and relates to the technical field of soft soil foundation reinforcement, and the method comprises the following steps: S1, obtaining related construction site information, looking up literature data, and collecting and analyzing the literature data; s2, organizing related data, collecting related calculation formulas, and organizing and analyzing the related data; and S3, organizing related data and related calculation formulas, and analyzing the related calculation formulas, the related data and related construction site information. According to the method, the stress performance and the settlement deformation rule of the friction type high-pressure jet grouting pile composite foundation can be determined through analysis and research, meanwhile, the research of the high-pressure jet grouting method can be further improved, the engineering application field of the high-pressure jet grouting method is expanded, and reference suggestions are provided for later similar engineering. The construction method is advanced in technological level, safe, environment-friendly and efficient in construction, a complete set of technical research is developed, and the technology has reliability and high efficiency.
本发明提供摩擦式高压旋喷桩加固软土地基施工方法，涉及加固软土地基技术领域，包括以下步骤：S1、获取相关施工场地信息，查阅文献资料，收集与分析文献资料；S2、整理相关资料，收集相关计算公式，并整理和分析；S3、整理相关资料和相关计算公式，分析相关计算公式和相关资料与相关施工场地信息分析。本发明，通过分析研究不仅可以明确摩擦型高压旋喷桩复合地基的受力性能和沉降变形规律，同时可进一步完善高压旋喷注浆法的研究，并拓展其工程应用领域，为以后类似的工程提供参考建议。所采取施工方法工艺水平的先进性，对安全环保、施工高效性，开发出成套技术研究，该技术具有可靠性、高效性。
Construction method for reinforcing soft soil foundation through friction type high-pressure jet grouting piles
摩擦式高压旋喷桩加固软土地基施工方法
JIN XIN (Autor:in) / JIANG WEI (Autor:in) / YANG YI (Autor:in) / CHEN FENGMING (Autor:in) / YANG ZHAO (Autor:in) / DONG WEI (Autor:in) / HUANG CHENG (Autor:in) / DING HAO (Autor:in) / SHEN GUANGBING (Autor:in)
15.03.2024
Patent
Elektronische Ressource
Chinesisch
Method for reinforcing soft soil foundation structure through bamboo grouting piles
| Europäisches Patentamt | 2020
Method for reinforcing soft soil foundation through cement mixing piles
| Europäisches Patentamt | 2024
Construction method for reinforcing complex stratum through grouting steel pipe piles
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2016
Method for reinforcing deep backfill foundation through deep grouting and steel pipe piles
| Europäisches Patentamt | 2023