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Complex geological karst hole pile foundation construction process
The invention discloses a complex geological karst hole pile foundation construction process. The complex geological karst hole pile foundation construction process comprises the steps that a concrete backfilling karst cave pile foundation construction method or a double-steel-casing all-casing follow-up pile foundation construction method is adopted to perform hole pile foundation construction; when the karst cave where the karst cave pile foundation is located is a small karst cave, hole pile foundation construction is carried out through a concrete backfilling karst cave pile foundation construction method; and when the karst cave where the karst cave pile foundation is located is a large karst cave or a communicating type bead string karst cave group, hole pile foundation construction is carried out through the double-steel-casing all-casing follow-up pile foundation construction method. The conditions of mud loss, wall protection instability and the like of a traditional construction method can be effectively avoided, the construction safety can be effectively guaranteed, the construction period is guaranteed, and meanwhile, the construction cost can be reduced.
本发明公开了复杂地质岩溶孔桩基础施工工艺,采用混凝土回填溶洞桩基施工方法、或者采用双钢护筒全套管跟进桩基础施工方法进行孔桩基础施工;当溶洞桩基所在溶洞为小型溶洞时,采用混凝土回填溶洞桩基施工方法进行孔桩基础施工;当溶洞桩基所在溶洞为大型溶洞、或者连通型珠串溶洞群时,采用双钢护筒全套管跟进桩基础施工方法进行孔桩基础施工。本发明可有效避免传统施工方法出现泥浆流失护壁失稳等状况,可有效保障施工安全,保证施工工期,同时还能降低施工成本。
Complex geological karst hole pile foundation construction process
The invention discloses a complex geological karst hole pile foundation construction process. The complex geological karst hole pile foundation construction process comprises the steps that a concrete backfilling karst cave pile foundation construction method or a double-steel-casing all-casing follow-up pile foundation construction method is adopted to perform hole pile foundation construction; when the karst cave where the karst cave pile foundation is located is a small karst cave, hole pile foundation construction is carried out through a concrete backfilling karst cave pile foundation construction method; and when the karst cave where the karst cave pile foundation is located is a large karst cave or a communicating type bead string karst cave group, hole pile foundation construction is carried out through the double-steel-casing all-casing follow-up pile foundation construction method. The conditions of mud loss, wall protection instability and the like of a traditional construction method can be effectively avoided, the construction safety can be effectively guaranteed, the construction period is guaranteed, and meanwhile, the construction cost can be reduced.
本发明公开了复杂地质岩溶孔桩基础施工工艺,采用混凝土回填溶洞桩基施工方法、或者采用双钢护筒全套管跟进桩基础施工方法进行孔桩基础施工;当溶洞桩基所在溶洞为小型溶洞时,采用混凝土回填溶洞桩基施工方法进行孔桩基础施工;当溶洞桩基所在溶洞为大型溶洞、或者连通型珠串溶洞群时,采用双钢护筒全套管跟进桩基础施工方法进行孔桩基础施工。本发明可有效避免传统施工方法出现泥浆流失护壁失稳等状况,可有效保障施工安全,保证施工工期,同时还能降低施工成本。
Complex geological karst hole pile foundation construction process
复杂地质岩溶孔桩基础施工工艺
LIU JIAYIN (Autor:in) / WANG ZHIYONG (Autor:in) / ZHAO ZHI (Autor:in) / PENG JIANWEI (Autor:in) / TANG JIANHE (Autor:in) / WANG JIE (Autor:in) / DENG CUNJUN (Autor:in) / TIAN BO (Autor:in) / XI LIPING (Autor:in) / GONG SIKUN (Autor:in)
28.09.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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