Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of secant pile cylindrical foundation and bearing capacity detection method thereof
The invention relates to the technical field of wind power generation, in particular to a construction method of a secant pile cylindrical foundation and a bearing capacity detection method thereof. The construction method comprises the steps that: 1) qualification detection of the raw material is performed; 2) the qualified raw materials are used for construction of a test pile, and the test pile is designed in the mode of combining finite element calculation and an engineering algorithm; and 3) on the premise that the test pile is safe, construction of an engineering pile is performed. The construction method of the secant pile cylindrical foundation is easy to operate, preliminary test pile detection is conducted in the construction process, the test pile is designed through an engineering algorithm and finite element calculation, the safety of the test pile is improved, errors and inconvenience generated by direct complete construction can be reduced, and therefore, the construction safety is improved.
本发明涉及风电发电技术的领域，尤其涉及一种咬合桩筒形基础的施工方法及其承载力检测方法，其施工方法包括以下步骤：1)原料的合格检测；2)利用检测合格的原料进行试验桩的施工，所述试验桩采用有限元计算和工程算法结合的方式进行设计；3)在试验桩安全的前提下，进行工程桩的施工。本发明采用的咬合桩筒形基础的施工方法操作简单，在施工的过程中即已进行初步的试验桩检测，通过工程算法和有限元计算对试验桩进行设计，提升了试验桩的安全性，有助于减少直接完整施工产生的误差和不便，从而提升了施工的安全性。
Construction method of secant pile cylindrical foundation and bearing capacity detection method thereof
The invention relates to the technical field of wind power generation, in particular to a construction method of a secant pile cylindrical foundation and a bearing capacity detection method thereof. The construction method comprises the steps that: 1) qualification detection of the raw material is performed; 2) the qualified raw materials are used for construction of a test pile, and the test pile is designed in the mode of combining finite element calculation and an engineering algorithm; and 3) on the premise that the test pile is safe, construction of an engineering pile is performed. The construction method of the secant pile cylindrical foundation is easy to operate, preliminary test pile detection is conducted in the construction process, the test pile is designed through an engineering algorithm and finite element calculation, the safety of the test pile is improved, errors and inconvenience generated by direct complete construction can be reduced, and therefore, the construction safety is improved.
本发明涉及风电发电技术的领域，尤其涉及一种咬合桩筒形基础的施工方法及其承载力检测方法，其施工方法包括以下步骤：1)原料的合格检测；2)利用检测合格的原料进行试验桩的施工，所述试验桩采用有限元计算和工程算法结合的方式进行设计；3)在试验桩安全的前提下，进行工程桩的施工。本发明采用的咬合桩筒形基础的施工方法操作简单，在施工的过程中即已进行初步的试验桩检测，通过工程算法和有限元计算对试验桩进行设计，提升了试验桩的安全性，有助于减少直接完整施工产生的误差和不便，从而提升了施工的安全性。
Construction method of secant pile cylindrical foundation and bearing capacity detection method thereof
一种咬合桩筒形基础的施工方法及其承载力检测方法
DENG MINGJI (Autor:in) / ZHANG LIYING (Autor:in) / GAO JIANHUI (Autor:in)
25.02.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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