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Construction method for pouring concrete in karst cave

机译:岩溶洞穴浇筑混凝土的施工方法

摘要

The present application discloses a construction method for pouring concrete in a karst cave. Concrete streaming is pumped into a hollow passage of a drill stem, then opens the one-way openable sealing cover with a pre-tensioned spring on a reaming drill bit and enters the karst cave to complete pouring of the concrete. When the karst cave is relatively low, low-slump plain concrete mixed with quick-setting agents is injected through a drilling rig and the hollow drill stem to form a concrete pier; when the karst cave is relatively high, the hollow drill stem is sleeved into a thin-walled steel shell, and the thin-walled steel shell is synchronously sunk into the drilled hole while drilling, enters the karst cave and is socketed into a stable rock stratum, then concrete is pumped into the thin-walled steel shell from the bottom of the pile, and finally, a reinforcement cage is inserted to form a cast-in-place pile. Compared with the existing karst cave treatment methods, the construction method according to the present application can greatly reduce the consumption of materials, improve the mechanization of construction, simplify the construction process, shorten the construction period and reduce the engineering cost, and the cast-in-place pile with thin-walled steel shell, formed when the karst cave is relatively high, can further improve the bearing capacity of the foundation.
机译:本申请公开了一种在岩溶洞中浇筑混凝土的构造方法。混凝土流被泵入钻杆的中空通道中,然后在铰钻钻头上用预张紧的弹簧打开单向可打开的密封盖,并进入喀斯特洞穴以完成混凝土的浇注。当岩溶洞穴相对较低时,通过钻机和空心钻杆注入与快速设定代理混合的低坍落度普通混凝土,以形成混凝土码头;当岩溶洞穴相对较高时,空心钻杆套在薄壁钢壳中,薄壁钢壳同时沉入钻孔孔,同时钻孔,进入岩溶洞穴,进入稳定的岩石层,然后将混凝土从桩的底部泵入薄壁钢壳中,最后,插入加强件以形成铸造堆。与现有的岩溶洞穴处理方法相比,根据本申请的施工方法可以大大降低材料的消耗,提高施工机械化,简化施工过程,缩短施工期,降低工程成本,以及铸造 - 采用薄壁钢壳的原油桩,当岩溶洞穴相对较高时形成,可以进一步提高基础的承载力。

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