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Push type self-retaining wall pore-forming cast-in-place pile drill bit and drilling method
The invention relates to the technical field of constructional engineering, in particular to a push-press type self-retaining wall pore-forming cast-in-place pile drill bit and a drilling method. Comprising a dado outer cylinder with an open lower end, a spindle is arranged at the upper end of the dado outer cylinder, and the lower end is connected with a shaft sleeve through a shaft rod; the shaft sleeve is sleeved with a main drill bit capable of sliding up and down; a blade seat capable of axially sliding is arranged on the shaft rod; blades are arranged on the blade seat; through holes matched with the corresponding blades are formed in the side wall of the protective wall outer cylinder; a movable rod is hinged between the main drill bit and the blade seat; auxiliary drill bits are distributed on the side wall of the movable rod; the blade is provided with a grout outlet hole used for outputting concrete grout and a liquid outlet hole used for outputting an accelerator. According to the invention, the self-protection wall of the cement-mixed soil can be realized, and the cement-mixed soil protection wall can be rapidly formed by injecting cement paste and an accelerator into the protection wall layer during hole forming.
本发明涉及建筑工程技术领域,具体为推压式自护壁成孔灌注桩钻头及钻孔方法。包括下端敞口的护壁外筒,所述护壁外筒上端设置主轴,下端通过轴杆连接轴套;所述轴套上套接有可上下滑动的主钻头;所述轴杆上设置有可轴向滑动的叶片座;所述叶片座上设置有叶片;所述护壁外筒侧壁上设置有与对应叶片配合的穿孔;所述主钻头与叶片座之间铰接有活动杆;所述活动杆侧壁分布有副钻头;所述叶片上设置有用于输出混凝土浆的出浆孔和用于输出速凝剂的出液孔。本发明能够实现水泥搅拌土自护壁,成孔的同时可实现在护壁层注入水泥浆和速凝剂搅拌快速形成水泥搅拌土护壁。
Push type self-retaining wall pore-forming cast-in-place pile drill bit and drilling method
The invention relates to the technical field of constructional engineering, in particular to a push-press type self-retaining wall pore-forming cast-in-place pile drill bit and a drilling method. Comprising a dado outer cylinder with an open lower end, a spindle is arranged at the upper end of the dado outer cylinder, and the lower end is connected with a shaft sleeve through a shaft rod; the shaft sleeve is sleeved with a main drill bit capable of sliding up and down; a blade seat capable of axially sliding is arranged on the shaft rod; blades are arranged on the blade seat; through holes matched with the corresponding blades are formed in the side wall of the protective wall outer cylinder; a movable rod is hinged between the main drill bit and the blade seat; auxiliary drill bits are distributed on the side wall of the movable rod; the blade is provided with a grout outlet hole used for outputting concrete grout and a liquid outlet hole used for outputting an accelerator. According to the invention, the self-protection wall of the cement-mixed soil can be realized, and the cement-mixed soil protection wall can be rapidly formed by injecting cement paste and an accelerator into the protection wall layer during hole forming.
本发明涉及建筑工程技术领域,具体为推压式自护壁成孔灌注桩钻头及钻孔方法。包括下端敞口的护壁外筒,所述护壁外筒上端设置主轴,下端通过轴杆连接轴套;所述轴套上套接有可上下滑动的主钻头;所述轴杆上设置有可轴向滑动的叶片座;所述叶片座上设置有叶片;所述护壁外筒侧壁上设置有与对应叶片配合的穿孔;所述主钻头与叶片座之间铰接有活动杆;所述活动杆侧壁分布有副钻头;所述叶片上设置有用于输出混凝土浆的出浆孔和用于输出速凝剂的出液孔。本发明能够实现水泥搅拌土自护壁,成孔的同时可实现在护壁层注入水泥浆和速凝剂搅拌快速形成水泥搅拌土护壁。
Push type self-retaining wall pore-forming cast-in-place pile drill bit and drilling method
推压式自护壁成孔灌注桩钻头及钻孔方法
ZENG YONGLI (author)
2022-06-28
Patent
Electronic Resource
Chinese
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