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Its equipment and construction methods of soil-cement composite pile

机译:水泥土复合桩的设备及施工方法

摘要

PURPOSE:To easily and exactly attain construction work by using an auger head provided to the tip of an auger rod, consisting of an excavation blade whose outside diameter is smaller than the inside diameter of a hollow tube, a jet port for a hardener, and a reversely turning excavation blade to be coupled with the lower end of the hollow tube. CONSTITUTION:An auger rod 2 is inserted into a hollow tube 1 under a condition that an auger head 20 is precedently set, and the upper ends of the rod 2 and the tube 1 are coupled to each operating machine. The rod 2 and the tube 1 are turned mutually to opposite directions, the reversely turning excavation blade 5 is opened and turned with the rotation of the tube 1, and a hardener is discharged from a jet port 10. The ground is excavated to a given depth while being stirred. The hardener is then switched to a hardener having a greater compressive strength to form the foot-protected portion 15a of the pit bottom. The tube 1 is fixed, and the rod 2 is pulled up. The blade 5 is closed to remove it to the ground's surface, and the tube 1 is penetrated into the portion 15a to make up a soil cement composite pile 17, The construction work can thus be easily attained by uniform mixing without co-rotation of these parts.
机译:目的:通过使用安装在钻杆顶端的钻头来轻松,准确地进行施工,钻头由外径小于中空管内径的挖掘铲刀,硬化剂的喷射口和反向转动的挖掘刀片,与中空管的下端连接。组成:将螺旋钻杆2插入空心管1中,前提是先设置螺旋钻头20,然后将钻杆2和管1的上端连接到每台操作机上。杆2和管1彼此朝相反的方向旋转,反向旋转的挖掘刀片5随着管1的旋转而打开和旋转,并且硬化剂从喷射口10排出。将地面挖掘到给定的位置。搅拌时的深度。然后将硬化剂切换为具有更高抗压强度的硬化剂,以形成凹坑底部的足部保护部分15a。管1被固定,并且杆2被向上拉。闭合刀片5以将其移到地面上,并且将管1刺入部分15a中以构成土壤水泥复合材料桩17,因此可以通过均匀地混合而无需它们的共同旋转而容易地完成施工工作。部分。

著录项

  • 公开/公告号JP2887702B2

    专利类型

  • 公开/公告日1999-04-26

    原文格式PDF

  • 申请/专利权人 TENOTSUKUSU KK;

    申请/专利号JP19910076718

  • 发明设计人 YOSHIDA SHIGERU;HIBINO SHINICHI;

    申请日1991-03-16

  • 分类号E02D7/00;E02D3/12;E02D5/46;E21B10/32;

  • 国家 JP

  • 入库时间 2022-08-22 02:29:17

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