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Curing agent for shallow treatment of soft soil roadbed, construction method of curing agent and soft soil roadbed structure
The invention discloses a curing agent for shallow treatment of a soft soil roadbed, a construction method of the curing agent and a soft soil roadbed structure. The curing agent is in a slurry form formed by mixing water and solid raw materials, and is prepared from cement, fly ash and quick lime when being used for treating the shallow layer of the soft soil roadbed above the underground water level; when used below the underground water level, the solid raw material is added with water glass. According to the construction method, a curing agent with the mixing amount effectively controlled is used for conducting shallow-layer curing treatment on the soft soil roadbed, after a roadbed on the soft soil roadbed is pretreated, curing construction is conducted through forced mixing equipment, and the roadbed with the good strength is formed after a soft soil body is fully stirred and mixed. After the roadbed soil body is reinforced by adopting the curing agent and the construction method disclosed by the invention, the problems of more surface cracks, longer maintenance time, poorer roadbed bearing capacity and the like after general soil body solidification can be avoided.
本发明公开了一种软土路基浅层处理用固化剂、其施工方法及软土路基结构。所述固化剂为水和固体原料混合成的浆液形式,用于地下水位以上的软土路基浅层处理时,包括水泥、粉煤灰、生石灰;用于地下水位以下时,所述固态原料添加水玻璃。所述施工方法使用掺量有效控制的固化剂对软土路基进行浅层固化处理,在对软土路基上路床进行预处理后,通过强制式拌和设备进行固化施工,充分对软土土体进行搅拌、混合后形成具有较好强度的路基。通过采用本发明的固化剂及施工方法对路基土体进行加固后,可以避免一般固化土体时候完成后表面裂缝较多、养护时间较长、路基承载力较差等问题。
Curing agent for shallow treatment of soft soil roadbed, construction method of curing agent and soft soil roadbed structure
The invention discloses a curing agent for shallow treatment of a soft soil roadbed, a construction method of the curing agent and a soft soil roadbed structure. The curing agent is in a slurry form formed by mixing water and solid raw materials, and is prepared from cement, fly ash and quick lime when being used for treating the shallow layer of the soft soil roadbed above the underground water level; when used below the underground water level, the solid raw material is added with water glass. According to the construction method, a curing agent with the mixing amount effectively controlled is used for conducting shallow-layer curing treatment on the soft soil roadbed, after a roadbed on the soft soil roadbed is pretreated, curing construction is conducted through forced mixing equipment, and the roadbed with the good strength is formed after a soft soil body is fully stirred and mixed. After the roadbed soil body is reinforced by adopting the curing agent and the construction method disclosed by the invention, the problems of more surface cracks, longer maintenance time, poorer roadbed bearing capacity and the like after general soil body solidification can be avoided.
本发明公开了一种软土路基浅层处理用固化剂、其施工方法及软土路基结构。所述固化剂为水和固体原料混合成的浆液形式,用于地下水位以上的软土路基浅层处理时,包括水泥、粉煤灰、生石灰;用于地下水位以下时,所述固态原料添加水玻璃。所述施工方法使用掺量有效控制的固化剂对软土路基进行浅层固化处理,在对软土路基上路床进行预处理后,通过强制式拌和设备进行固化施工,充分对软土土体进行搅拌、混合后形成具有较好强度的路基。通过采用本发明的固化剂及施工方法对路基土体进行加固后,可以避免一般固化土体时候完成后表面裂缝较多、养护时间较长、路基承载力较差等问题。
Curing agent for shallow treatment of soft soil roadbed, construction method of curing agent and soft soil roadbed structure
软土路基浅层处理用固化剂、其施工方法及软土路基结构
ZHANG CHENYANG (author) / ZHOU CHENGWEI (author) / GU ZHIFENG (author)
2024-08-30
Patent
Electronic Resource
Chinese
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