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    • 5. 发明专利
    • Steel pipe pile and foot protection method therefor
    • 钢管及其保护方法
    • JP2007032101A
    • 2007-02-08
    • JP2005217163
    • 2005-07-27
    • East Japan Railway CoTekken Constr Co Ltd東日本旅客鉄道株式会社鉄建建設株式会社
    • TAKASAKI HIDEAKISUZUKI HIROYUKITANIGUCHI YOSHINORISAITO TAKASHISAITO MASAHARUCHIJIIWA MITSUOMORIMOTO TAKEOMASUDA NOBUHIROTAKEDA SHIGETSUGU
    • E02D5/28E02D5/72E02D7/00
    • PROBLEM TO BE SOLVED: To provide a steel pipe pile which can obtain a predetermined bearing capacity by surely agitating/mixing excavated sediment and a solidification material, taken into the steel pipe pile.
      SOLUTION: A cutting bit 2 is fixed to the leading end of the steel pipe pile 1. An internally arranged feed pipe 7 for an excavation fluid and the solidification material is connected to the cutting bit in such a manner as to communicate with an injection port 5 which is provided in the cutting bit 2. The steel pipe pile 1 is rotatively pressed into the ground. This steel pipe pile 1 is equipped with an injection pipe 9 for the solidification material, which is arranged inside the steel pipe pile in such a manner as to be elongated downward along the inner periphery of the steel pipe pile, and the leading end of which is opened on the inner periphery of the lower end of the steel pipe pile 1. A spiral edge 11 is provided on the inner periphery of the lower end of the steel pipe pile 1, and a leading end of the injection pipe 9 is opened in such a manner as to be circumferentially directed on the spiral edge.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种能够通过可靠地搅拌/混合挖掘的沉淀物和凝固材料获得预定的承载能力的钢管桩,该钢管桩被带入钢管桩中。 解决方案:切割钻头2固定在钢管桩1的前端。用于挖掘流体和凝固材料的内部布置的进料管7以与 设置在切削刀头2中的喷射口5.钢管桩1被旋转地压入地面。 该钢管桩1配备有用于固化材料的注入管9,该注入管9布置在钢管桩的内侧,沿着钢管桩的内周向下延伸,其前端 在钢管桩1的下端的内周开口。在钢管桩1的下端的内周设有螺旋形边缘11,喷射管9的前端开口 这种方式被周向地指向螺旋形边缘。 版权所有(C)2007,JPO&INPIT
    • 7. 发明专利
    • Borehole water level stabilization system for cast-in-place pile
    • 井下水位稳定系统
    • JP2013060707A
    • 2013-04-04
    • JP2011198035
    • 2011-09-12
    • East Japan Railway Co東日本旅客鉄道株式会社Tekken Constr Co Ltd鉄建建設株式会社
    • ISHIBASHI TADAYOSHITANIGUCHI YOSHINORIIKEMOTO HIROFUMIWADA AKIHIROIWASE TAKASHISAITO MASAHARUTAKEDA SHIGETSUGUYAMAMURA YASUOKURISU MOTOAKITAKASHIMA HIROYUKIMACHINAGA TOSHIHIROFURUSAWA SHINJI
    • E02D5/34
    • PROBLEM TO BE SOLVED: To provide a borehole water level stabilization system for a cast-in-place pile, capable of stabilizing a water level of a stabilizer inside a pile hole even on a site where a groundwater level is high or a site where a position to drill the pile hole and an installation position of a tank are separated.SOLUTION: In a borehole water level stabilization system 1 for the cast-in-place pile including supply means 4 for supplying the stabilizer to a drilling hole H, discharge means 5 for discharging slurry from the drilling hole H together with drilled sediment, water level detection means 6 for detecting the water level of the stabilizer supplied into the pile hole H, and control means 7 for controlling them, the supply means 4 includes a stabilizer tank 40 for storing the stabilizer, a feed pump 42 for sending out the stabilizer from the stabilizer tank into the pile hole, and a supply route 44 from the stabilizer tank 40 to the inside of the pile hole H. A check valve 44b is provided near a proximal end to be a feed pump side of the supply route 44, a motor valve 44a is provided near a distal end to be the side of the pile hole H, and the stabilizer is made storable inside the supply route 44 between both valves.
    • 要解决的问题:为了提供现浇桩的钻孔水位稳定系统,即使在地下水位高的地方也能稳定桩孔内的稳定器的水位,或者 钻孔位置和罐的安装位置分开。 解决方案:在用于现浇桩的井眼水位稳定系统1中,包括用于将稳定器供应到钻孔H的供给装置4,用于从钻孔H排出浆料的排出装置5以及钻井沉积物 用于检测供给到桩孔H的稳定器的水位的水位检测单元6以及控制装置7的控制单元7,供给单元4包括用于收纳稳定器的稳定器箱40, 稳定器从稳定罐进入桩孔,以及从稳定罐40到桩孔H的内部的供给路径44.止回阀44b设置在近端附近作为供给路径的供给泵侧 如图44所示,在作为桩孔H侧的前端附近设置有马达阀44a,并且稳定器能够在两个阀之间的供给路径44的内部存储。 版权所有(C)2013,JPO&INPIT