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1. 发明专利

JP2005139863A Ground improving body forming method and apparatus 有权
标题翻译：改善身体形成方法和装置的接地
公开(公告)号：JP2005139863A
公开(公告)日：2005-06-02
申请号：JP2003380394
申请日：2003-11-10
申请人： Esutekku:Kk , Furoo Techno Kk , Shigehito Kaji , Nit:Kk , Toko Corp , フローテクノ株式会社 , 東興建設株式会社 , 株式会社エステック , 株式会社エヌ・アイ・ティ , 茂仁鍜治
发明人： KAJI SHIGEHITO , KASHIMA TORU , NAKANISHI YASUHARU , SAKUMA TAKAO , KAWADA MITSURU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improving body forming method the construction period of which is shortened by simultaneously executing insertion of a steel pipe and formation of a ground improving body and which is excellent in economical effect, and a ground improving body forming apparatus.
SOLUTION: The ground improving body forming method comprises the steps of simultaneously advancing a pipe 6 having a pipe bit 5 provided at the tip end and a hardening material jetting rod 4 piercing the pipe 6, moving only the rod 4 backward by a specified distance after completion of boring to align hardening material jetting holes and sludge suction holes of both the pipe 6 and the rod 4 to one another, moving the pipe 6 and the rod 4 backward with jetting the hardening material into the ground and discharging the sludge for the primary formation, then advancing only the pipe 6 to align the holes of the rod 4 and other hardening material jetting holes of the pipe with the sludge suction hole for the secondary formation and repeating the above described primary formation and secondary formation to form the ground improving body with the pipe inserted. The ground improving body forming apparatus is also disclosed.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过同时执行钢管的插入和地面改进体的形成来缩短施工周期并且经济效果优异的地面改良体形成方法，以及地面改良身体成型装置。解决方案：地面改进体形成方法包括以下步骤：同时推进具有设置在尖端处的管5的管6和刺穿管6的硬化材料喷射棒4，仅使杆4向后移动一在镗孔完成之后的指定距离将管6和杆4的硬化材料喷射孔和污泥吸入孔彼此对准，使管6和杆4向后移动，将硬化材料喷射到地下并排出污泥对于初级形成，然后仅使管6前进，使杆4的孔和管的其它硬化材料喷射孔与用于二次生成的污泥吸入孔对准，并重复上述初级形成和二次形成地面改善体与管插入。还公开了地面改善体形成装置。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2004100288A Method for measuring direction of horizontal drillhole 有权
公开(公告)号：JP2004100288A
公开(公告)日：2004-04-02
申请号：JP2002263954
申请日：2002-09-10
申请人： Esutekku:Kk , Furoo Techno Kk , Hazama Corp , Kajima Corp , Kashiyama Kogyo Kk , Maeda Corp , Nit:Kk , Ohbayashi Corp , Okumura Corp , Sumitomo Mitsui Construction Co Ltd , Toko Corp , フローテクノ株式会社 , 三井住友建設株式会社 , 前田建設工業株式会社 , 東興建設株式会社 , 柏山工業株式会社 , 株式会社エステック , 株式会社エヌ・アイ・ティ , 株式会社大林組 , 株式会社奥村組 , 株式会社間組 , 鹿島建設株式会社
发明人： NAKAKUGI TOSHIHIRO , KAJI SHIGEHITO , KASHIMA TORU , NAKANISHI YASUHARU , NAKAMA SHOJI , ODA KEINOSUKE , MURAKAMI TOSHIFUMI , NAKAJIMA KOHEI , KUWABARA HIDEKI , FUJITA SEIICHI , SAKUMA TAKAO , NAKAJIMA HIROSHI , KAWADA MITSURU , MIZUKAWA MASAYUKI , KAWAAI AKIRA
IPC分类号： E02D3/12 , G01C15/00
摘要： PROBLEM TO BE SOLVED: To provide a method for measuring the drilling direction of a horizontal drillhole in the ground.
SOLUTION: The method for measuring the drilling direction for the horizontal drillhole in the ground includes providing a drill rod having a rod body and a direction sensor; setting the length of the hole for one process which is obtained by dividing the overall length of the horizontal drillhole into a plurality of lengths; drilling the hole by the hole length of the one process while driving the drill rod back and forth; stopping the drill rod; subsequently moving the drill rod back by the hole length of the one process or more; and measuring deviation from a straight direction with the direction sensor while moving the rod forward again up to the tip of the drillhole.
COPYRIGHT: (C)2004,JPO

3. 发明专利

JP2007056477A High-pressure jetting type grouting method 审中-公开
标题翻译：高压喷射式灌浆方法
公开(公告)号：JP2007056477A
公开(公告)日：2007-03-08
申请号：JP2005240564
申请日：2005-08-23
申请人： Estec:Kk , Furoo Techno Kk , Nit:Kk , Toko Corp , フローテクノ株式会社 , 東興建設株式会社 , 株式会社エステック , 株式会社エヌ・アイ・ティ
发明人： ODA KEINOSUKE , SAKUMA TAKAO , NAKANISHI YASUHARU , KASHIMA TORU , KAWADA MITSURU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To solve the following problem that, conventionally when a hardener is diagonally or horizontally injected, a pump of standard performance cannot exert sufficient injection pressure and a discharge amount, resulting in insufficient injection, and in order to enhance the injection pressure and the discharge amount during the injection of the hardener into the target ground, a special high-performance pump at a cost equal to three times or more the cost of a standard pump is required.
SOLUTION: There is provided a multi-injection nozzle 3 composed of a core nozzle and circumferential nozzles enclosing the same, and the nozzles are connected to injection material feeding channels 2a, 2b, etc. , respectively, which then have respective high-pressure pumps arranged therein. Upon the simultaneous pressurization of the pumps, the injection materials are injected in a multi-overlapping manner, and therefore injection pressure of each injection material becomes synergistic, to thereby enhance the injection energy of high-pressure jet of the injection material in the target ground.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：解决以下问题：为了解决以往的问题，通常当硬化剂对角线或水平注射时，标准性能的泵不能施加足够的注射压力和排出量，导致注射不足，并且为了增强在将硬化剂注入目标地面期间的注射压力和排出量，需要成本等于标准泵的成本的三倍或更多的特殊的高性能泵。解决方案：提供一个由芯喷嘴和包围其的圆周喷嘴组成的多喷嘴3，并且喷嘴分别连接到注射材料供给通道2a，2b等，然后其分别具有高的其中布置有压力泵。在同时对泵进行加压时，以多重重叠的方式喷射注射材料，因此每种注射材料的注射压力变得协调，从而增强注射材料在目标地面中的高压射流的注入能量。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2006045836A Slime sucking and hardening material injecting method and device 有权
标题翻译： SLIME SUCKING AND HARDENING MATERIAL INJECTING METHOD AND DEVICE
公开(公告)号：JP2006045836A
公开(公告)日：2006-02-16
申请号：JP2004226353
申请日：2004-08-03
申请人： Estec:Kk , Nit:Kk , Takku:Kk , Toko Corp , 有限会社タック , 東興建設株式会社 , 株式会社エステック , 株式会社エヌ・アイ・ティ
发明人： SAWABE ASAO , TANAKA HIROYUKI , KASHIMA TORU , NAKANISHI YASUHARU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To solve the problems of producing waste that a specially injected hardening material is discharged as slime, and thinning a built-up hardening material layer, since excessive suction may be caused, when ground internal pressure of the object ground exceeds a predetermined value, though conventionally an arrival distance of a hardening material jet is extended and the ground internal pressure is adjusted by sucking the generating slime when injecting a ground hardening material. SOLUTION: An adjustably opening-closing shutter 55 is attached to a slime suction hole 5. A ground internal pressure measuring sensor 54 is arranged in a rod tip part. Slime suction corresponding to an internal pressure variation in the object ground by injection pressure of the hardening material, is performed by adjusting opening and closing of the shutter, and the excessive suction is prevented, and proper slime suction force is held. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题为了解决专门注入的硬化材料作为粘液排出的废弃物的生产问题，并且使积聚的硬化材料层变薄，由于可能引起过度的吸入，所以当物体的接地内部压力接地超过预定值，但是通常当硬化材料射流的到达距离延长并且通过在注入研磨硬化材料时吸附发生粘泥来调节接地内部压力。解决方案：可调节的开闭闸门55附接到粘液吸入孔5.接地内压测量传感器54布置在杆尖部分中。通过调节活门的打开和关闭来进行对应于对象地面的内部压力变化的泥浆吸力，并且防止过大的吸力，并且保持适当的粘液吸力。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JPH11152741A METHOD AND DEVICE FOR REUTILIZING DISCHARGED MUDDY WATER 失效
公开(公告)号：JPH11152741A
公开(公告)日：1999-06-08
申请号：JP33651397
申请日：1997-11-20
申请人： KAJIMA CORP , S TEC KK , OHBAYASHI CORP , OKUMURA CORP , KASHIYAMA KOGYO KK , SUMITOMO CONST , TOKYO SOKKI KENKYUSHO CO LTD , TOKO CORP , TOKIWA KENSETSU KK , HAZAMA GUMI , FUROO TECHNO KK , MAEDA CONSTRUCTION , MITSUI CONSTR , NIPPON BUNRI KK
发明人： NAKAKUGI TOSHIHIRO , KAJI SHIGEHITO , KASHIMA TORU , FUJII TAKESHI , ODA KEINOSUKE , MURAKAMI TOSHIFUMI , TAKAHASHI HIROSHI , FUJITA SEIICHI , SHINODA YUKIO , SAKUMA TAKAO , NAKAJIMA KOHEI , INOUE KENICHI , KAWADA MITSURU , KANEKAWA KUNIHISA , KAWAAI AKIRA , AOYAMA HIDEKAZU
IPC分类号： E02D3/12 , C02F11/00
摘要： PROBLEM TO BE SOLVED: To provide a method and device to reutilize discharged muddy water in a ground modifying method. SOLUTION: Water generated through high pressure injection in a ground modification method and discharged muddy water containing unhardened solidifying material particles, and earth particles are stored 35 on a ground surface. Particles with a grain size of 70 μm or over are removed by a first particle- removing device 18, and a particles with a grain size of 30 μm or less are removed by a second particle-removing device 27. Discharge liquid 23 containing particles with grain size of 70-10 μm obtained by removing particle with a grain size of 10 μm or less by a third particle-removing device 30 from the removed particle with a grain size of 30 μm or less is reutilized to preparation 25 of a solidifying material. Discharge liquid 38 containing particles with a grain size of 5 μm or less obtained by removing particles with a grain size of 5 μm or more by a fourth particle-removing device 31 from the discharge liquid containing particles with a grain size of 10 μm removed by a third particle removing device 30 is reutilized as water for high pressure injection 29.

6. 发明专利

JP2003247387A METHOD FOR CONTROLLING DIRECTION IN HORIZONTAL DRILLING, AND DRILL ROD FOR USE THEREIN 有权
公开(公告)号：JP2003247387A
公开(公告)日：2003-09-05
申请号：JP2002049446
申请日：2002-02-26
申请人： KAJIMA CORP , ESUTEKKU KK , NIT KK , OHBAYASHI CORP , OKUMURA CORP , KASHIYAMA KOGYO KK , SUMITOMO CONST , TOKO CORP , HAZAMA GUMI , FUROO TECHNO KK , MAEDA CONSTRUCTION , SUMITOMO MITSUI CONSTR CO LTD
发明人： NAKAKUGI TOSHIHIRO , KAJI SHIGEHITO , KASHIMA TORU , NAKANISHI YASUHARU , NAKAMA SHOJI , ODA KEINOSUKE , MURAKAMI TOSHIFUMI , NAKAJIMA KOHEI , KUWABARA HIDEKI , FUJITA SEIICHI , SAKUMA TAKAO , NAKAJIMA HIROSHI , KAWADA MITSURU , MIZUKAWA MASAYUKI , KAWAAI AKIRA
IPC分类号： E21B7/04 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a method for controlling a direction in horizontal drilling which is available in a soil improving method depending on high-pressure injection. SOLUTION: In implementing the method for controlling the direction in horizontal drilling, there is provided a drill rod which is comprised of a cylindrical rod main body having a wedge-like tip, and an overcut bit attached to a peripheral surface of the rod main body in the vicinity of an apex of the tip portion. When no deviation from a straight forward direction is sensed, the rod main body is oscillated in a range of a first oscillating angle with respect to a predetermined orientation as a center of the first oscillating angle while being drilled forward, to thereby advance the rod main body in a straight forward direction. On the other hand, when deviation is sensed, the rod main body is oscillated in a range of a second oscillating angle with respect to an orientation opposite to a deviating direction as a center of a second oscillating angle, while being drilled forward. In this manner, the drilling direction of the drill rod can be corrected. COPYRIGHT: (C)2003,JPO

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