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Stiff cement soil pile wall and row pile coupling construction method
The invention discloses a stiff cement soil pile wall and row pile coupling construction method. The method comprises the following steps that S1, soil layers and pile positions on site are surveyed, and information is collected; s2, establishing a three-dimensional model in the BIM building information model; s3, the collected row pile building data are input into the three-dimensional model to form a row pile building model; s4, simulating and optimizing a row pile construction process, and finally providing animation simulation disclosure of the construction method; and S5, the stiff cement soil pile wall and the row piles are constructed in a coupled mode for site construction. According to the stiff cement soil pile wall and row pile coupling construction method, through coupling of the stiff cement soil pile wall and the row piles, hole forming is free of diameter expansion, 13% of concrete can be saved, slurry is not used for protecting the wall, the pile forming quality is high, the pile forming speed is high, the hole collapse phenomenon is eradicated, and the influence of construction on the periphery is small; and the inter-pile soil loss in the enclosing structure of a row of cast-in-place piles and a row of water-soil piles is overcome.
本发明公开了一种劲性水泥土桩墙与排桩耦合建造方法，包括以下步骤：步骤S1：对现场的土层、桩位位置进行勘测，采集信息；步骤S2：在BIM建筑信息模型中建立三维模型；步骤S3：将采集到的排桩建造数据输入三维模型中形成排桩建筑模型；步骤S4：模拟排桩建造过程并进行优化，最后提供建造方法的动画模拟交底；步骤S5：劲性水泥土桩墙与排桩耦合建造进行现场施工。该劲性水泥土桩墙与排桩耦合建造方法，通过劲性水泥土桩墙与排桩的耦合，成孔无扩径，可节约13％混凝土，不使用泥浆护壁，成桩质量高，成桩速度快，杜绝塌孔现象，施工对周边影响小，克服了一排灌注桩与一排水泥土桩围护结构中的桩间土流失。
Stiff cement soil pile wall and row pile coupling construction method
The invention discloses a stiff cement soil pile wall and row pile coupling construction method. The method comprises the following steps that S1, soil layers and pile positions on site are surveyed, and information is collected; s2, establishing a three-dimensional model in the BIM building information model; s3, the collected row pile building data are input into the three-dimensional model to form a row pile building model; s4, simulating and optimizing a row pile construction process, and finally providing animation simulation disclosure of the construction method; and S5, the stiff cement soil pile wall and the row piles are constructed in a coupled mode for site construction. According to the stiff cement soil pile wall and row pile coupling construction method, through coupling of the stiff cement soil pile wall and the row piles, hole forming is free of diameter expansion, 13% of concrete can be saved, slurry is not used for protecting the wall, the pile forming quality is high, the pile forming speed is high, the hole collapse phenomenon is eradicated, and the influence of construction on the periphery is small; and the inter-pile soil loss in the enclosing structure of a row of cast-in-place piles and a row of water-soil piles is overcome.
本发明公开了一种劲性水泥土桩墙与排桩耦合建造方法，包括以下步骤：步骤S1：对现场的土层、桩位位置进行勘测，采集信息；步骤S2：在BIM建筑信息模型中建立三维模型；步骤S3：将采集到的排桩建造数据输入三维模型中形成排桩建筑模型；步骤S4：模拟排桩建造过程并进行优化，最后提供建造方法的动画模拟交底；步骤S5：劲性水泥土桩墙与排桩耦合建造进行现场施工。该劲性水泥土桩墙与排桩耦合建造方法，通过劲性水泥土桩墙与排桩的耦合，成孔无扩径，可节约13％混凝土，不使用泥浆护壁，成桩质量高，成桩速度快，杜绝塌孔现象，施工对周边影响小，克服了一排灌注桩与一排水泥土桩围护结构中的桩间土流失。
Stiff cement soil pile wall and row pile coupling construction method
一种劲性水泥土桩墙与排桩耦合建造方法
WANG HAO (author) / JIA DONGFENG (author) / ZHANG LICHENG (author)
2023-10-20
Patent
Electronic Resource
Chinese
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