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Construction method of silty clay-based fluid solidified soil secant pile
The invention discloses a silty clay-based fluid solidified soil secant pile construction method, and relates to the technical field of building construction.The silty clay-based fluid solidified soil secant pile construction method comprises the steps that firstly, after soil sampling and soil texture detection are conducted, soil at a proper position is selected and fed into a soil screening and conveying mechanism; the obtained soil is screened, and the screened soil is fed into a solidified soil preparation mechanism; preparing slurry; mixing the soil with the slurry to obtain flow-state solidified soil, and conveying the flow-state solidified soil to a construction position; then the construction position is cleaned, and the flow-state solidified soil is fed into a bottom groove to complete layered pouring; and after pouring is completed, maintenance is conducted, and construction of the secant pile is completed. According to the construction method, local materials are used, excavation spoil is reduced, the construction efficiency is high, the maintenance cost is low, economic benefits are good, and the application range is wide. In-situ soil is fully utilized, mountain cutting, quarrying and sand digging are reduced, resources can be effectively saved, the environment is protected, and sustainable development is achieved.
本发明公开了一种粉质黏土基流态固化土咬合桩施工工法,涉及建筑施工技术领域,首先进行取土,进行土质检测后,选取合适位置的土壤送入土筛分输送机构;对取得的土壤进行筛分,将完成筛分的土壤送入固化土制备机构;制备浆液;将土壤与浆液拌合得到流态固化土,将流态固化土送出至施工位置;再对施工位置进行清理,将流态固化土送入底槽完成分层浇筑;浇筑完成后养护,完成对咬合桩的施工;本发明的施工方法就地取材,减少挖方弃土,施工效率高,维护成本低,经济效益好,适用范围广泛。充分利用原地土,减少开山采石挖沙,可有效节约资源保护环境,实现可持续发展。
Construction method of silty clay-based fluid solidified soil secant pile
The invention discloses a silty clay-based fluid solidified soil secant pile construction method, and relates to the technical field of building construction.The silty clay-based fluid solidified soil secant pile construction method comprises the steps that firstly, after soil sampling and soil texture detection are conducted, soil at a proper position is selected and fed into a soil screening and conveying mechanism; the obtained soil is screened, and the screened soil is fed into a solidified soil preparation mechanism; preparing slurry; mixing the soil with the slurry to obtain flow-state solidified soil, and conveying the flow-state solidified soil to a construction position; then the construction position is cleaned, and the flow-state solidified soil is fed into a bottom groove to complete layered pouring; and after pouring is completed, maintenance is conducted, and construction of the secant pile is completed. According to the construction method, local materials are used, excavation spoil is reduced, the construction efficiency is high, the maintenance cost is low, economic benefits are good, and the application range is wide. In-situ soil is fully utilized, mountain cutting, quarrying and sand digging are reduced, resources can be effectively saved, the environment is protected, and sustainable development is achieved.
本发明公开了一种粉质黏土基流态固化土咬合桩施工工法,涉及建筑施工技术领域,首先进行取土,进行土质检测后,选取合适位置的土壤送入土筛分输送机构;对取得的土壤进行筛分,将完成筛分的土壤送入固化土制备机构;制备浆液;将土壤与浆液拌合得到流态固化土,将流态固化土送出至施工位置;再对施工位置进行清理,将流态固化土送入底槽完成分层浇筑;浇筑完成后养护,完成对咬合桩的施工;本发明的施工方法就地取材,减少挖方弃土,施工效率高,维护成本低,经济效益好,适用范围广泛。充分利用原地土,减少开山采石挖沙,可有效节约资源保护环境,实现可持续发展。
Construction method of silty clay-based fluid solidified soil secant pile
一种粉质黏土基流态固化土咬合桩施工工法
GAO XINCHI (author) / CAO RUIXUE (author) / XU FANGLIN (author) / WANG JIULI (author) / YUE YANG (author) / DING HUYING (author) / XIE YI (author) / PEI RENJUN (author) / GAO YUAN (author) / CHANG KUN (author)
2024-04-02
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
/
B07B
Trennen fester Stoffe von festen Stoffen durch Sieben, Klassieren oder Sichten oder durch Verwendung von Gasströmungen
,
SEPARATING SOLIDS FROM SOLIDS BY SIEVING, SCREENING, OR SIFTING OR BY USING GAS CURRENTS
/
B28C
Tonaufbereitung
,
PREPARING CLAY
/
C04B
Kalk
,
LIME
Construction method of silty clay-based fluid solidified soil secant pile
European Patent Office | 2024
|European Patent Office | 2023
|European Patent Office | 2021
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