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1. 发明专利

JP2001279661A HIGH PRESSURE INJECTION AGITATING MIXING DEVICE AND HIGH PRESSURE INJECTION AGITATING MIXING CONSTRUCTION METHOD USING THIS 失效
公开(公告)号：JP2001279661A
公开(公告)日：2001-10-10
申请号：JP2000096305
申请日：2000-03-31
申请人： NIPPON SOGO BOSUI KK
发明人： TOKORO TAKEHIKO , OTAKE SHUNJIRO , TAKAHASHI NORIO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To execute soil improvement on condition of being basically pulled up at a constant speed. SOLUTION: This high pressure injection agitating mixing device for cutting the ground by injection of high pressure water and creating a consolidated body by filling a hardening material in a cut area, is provided with high pressure water injection ports 4A and 4B different in injection pressure and an injection quantity, and can optionally switch these injection ports 4A and 4B.

2. 发明专利

JP2001254877A PIPE DEVICE FOR CIVIL ENGINEERING WORKS 失效
公开(公告)号：JP2001254877A
公开(公告)日：2001-09-21
申请号：JP2000065181
申请日：2000-03-09
申请人： TEKKEN CONSTR CO , NIPPON SOGO BOSUI KK
发明人： NAGAOKA TAKASHI , NAKANE ATSUSHI , IIJIMA MASAKAZU , TOKORO TAKEHIKO , TAKAHASHI NORIO , SUZUKI HIROSHI , MURATA MINEO
IPC分类号： E02D3/12 , F16L15/00
摘要： PROBLEM TO BE SOLVED: To provide a pipe device capable of joining and separating unit pipes speedily to reduce labor and costs. SOLUTION: Unit pipes Z composed by assembling an inner pipe 10 and an outer pipe 20 coaxially are sequentially connected in the longitudinal direction. In each unit pipe Z to be connected, the inner pipe 10 and the outer pipe 20 are connected so as to be immobile at a position in the peripheral direction, male screws having the same pitch are formed in end parts to be connected of the inner pipe 10 and the outer pipe 20 of the unit pipe Z on one side, respectively, and female screws having the same pitch as the above-mentioned pitch are formed in end parts to be connected of the inner pipe 10 and the outer pipe 20 of the unit pipe Z on the other side, respectively. When the unit pipe Z on one side and the unit pipe Z on the other side are connected, the male screw of the inner pipe 10 of the unit pipe Z on one side and the female screw of the inner pipe 10 of the unit pipe Z on the other side are mutually screw- fitted, and the male screw of the outer pipe 20 of the unit pipe Z on one side and the female screw of the outer pipe 20 of the unit pipe Z on the other side are mutually screw-fitted.

3. 发明专利

JP2000096594A WATER LEAKAGE REPAIR METHOD FOR STRUCTURE AND WATER LEAKAGE REPAIR MATERIAL INJECTING DEVICE 失效
公开(公告)号：JP2000096594A
公开(公告)日：2000-04-04
申请号：JP26716998
申请日：1998-09-22
申请人： NIPPON SOGO BOSUI KK , UCHIDA KOGYO KK
发明人： TOKORO TAKEHIKO , ONO MASAHIRO , TAKAHASHI NORIO , UCHIDA YOSHITAKA
IPC分类号： E02D31/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To contrive prevention of water leakage by surely forming an impermeable layer on the ground side of a structural wall in the water leakage part of an underground structure. SOLUTION: An injection pipe 10 having on the edge part an injection opening 1 substantially radially opened for an axial center is inserted from the inside of a structure 2, the injection opening 1 is substantially positioned on the boundary part of the rear face of a structural wall and a ground, and a repair material M is supplied through the injection pipe 10 under pressure of 3-20 MPa to be injected from the injection opening 1. An impermeable layer by the repair material M is formed on the boundary part.

4. 发明专利

JP2647445B2 失效
公开(公告)号：JP2647445B2
公开(公告)日：1997-08-27
申请号：JP19031088
申请日：1988-07-29
申请人： NIPPON SOGO BOSUI KK
发明人： TOKORO TAKEHIKO , TAKAHASHI NORIO , CHUMA TADASHI
IPC分类号： E21D11/38 , E04G23/02

5. 发明专利

JPS6338493B2 失效
公开(公告)号：JPS6338493B2
公开(公告)日：1988-08-01
申请号：JP17710582
申请日：1982-10-08
申请人： NIPPON SOGO BOSUI KK
发明人： MATSUEDA MAKOTO , TAKAHASHI NORIO , TOKORO TAKEHIKO
IPC分类号： E02D3/12

6. 发明专利

JPH10330751A CEMENTAL GROUT FOR GROUND STABILIZATION 失效
公开(公告)号：JPH10330751A
公开(公告)日：1998-12-15
申请号：JP13976597
申请日：1997-05-29
申请人： NIPPON SOGO BOSUI KK
发明人： TOKORO TAKEHIKO , TAKAHASHI NORIO , SUZUKI HIROSHI
IPC分类号： C04B28/02 , C04B103/44 , C09K17/42 , C09K17/48 , C09K103/00
摘要： PROBLEM TO BE SOLVED: To obtain a cemental grout showing an elongated distance of penetration when used in a grouting work and can give a solidified product not problematic in a dispersion of its properties with an increasing distance from the grouting inlet. SOLUTION: This grout is an aqueous cement suspension containing 0.05-3 wt.%, based on the cement, thickener, a water/cement ratio of 100-1,500%, a viscosity of 19.5-35 sec as measured with a funnel viscometer and having a viscosity 1.02-1.3 times as high as that of a thickener-free aqueous suspension. It may further contain a setting accelerator.

7. 发明专利

JPH06235214A MANUFACTURING DEVICE OF SOIL PARTICLE MADE SAMPLE AND DEPOSITING METHOD OF SOIL PARTICLE 失效
公开(公告)号：JPH06235214A
公开(公告)日：1994-08-23
申请号：JP15260193
申请日：1993-06-01
申请人： NIPPON SOGO BOSUI KK , ONODA KK
发明人： TOKORO TAKEHIKO , TAKAHASHI NORIO , MATSUI SATORU , KAMIBAYASHI MASAYUKI
IPC分类号： E02D3/00
摘要： PURPOSE:To provide a sample capable of depositing all in a deposition layer with a specified density and the method of depositing by maintaining constant the distance between the uppermost face of deposited particles and a discharge port at the time of carrying out banking. CONSTITUTION:A hopper type container 2 of which upper part is open and lower part has a nozzle-like discharge port 1 is suspended resiliently by means of a coil spring 3, and a mold 4 is arranged below it. Sand is charged into the container 2 and suspended by means of coil spring 3 at a specified height from the bottom of the mold 4. The sand is dropped from the port 1 to measure the density of deposited sand. By the use of this sample, i.e., sand, the permeability of grout into earth or compression strength of consolidated body is compared comparatively. Upon civil work or building construction, when soil is supplied to specified ground or building body, the distance between the uppermost surface of soil particles and discharge port is maintained constant, and the distance between a hopper and the deposited surface. It is thus possible to provide a deposited layer with constant density.

8. 发明专利

JPS5968424A Grout injection method 失效
标题翻译： GROUT注入方法
公开(公告)号：JPS5968424A
公开(公告)日：1984-04-18
申请号：JP17710582
申请日：1982-10-08
申请人： Nippon Sogo Bosui Kk
发明人： MATSUEDA MAKOTO , TAKAHASHI NORIO , TOKORO TAKEHIKO
IPC分类号： E02D3/12
CPC分类号： E02D3/12
摘要： PURPOSE:To raise the exactness of the injection of a grout into fine interstices under a low pressure by a method in which a grout is put into a pressure pot for grout injection, and pneumatic pressure is applied to the upper part of the pressure pot to inject the grout through an injection pipe inserted into the injection port into the fine interstices. CONSTITUTION:A ballast base concrete 2 and a ballast concrete 3 are provided on an invert concrete 1, injection holes 6 are drilled at a given interval in the concretes 2 and 3, and a packer nozzle 7 is inserted into the injection holes 6. An air blow prevention sphere 8 is put in a pressure pot A, its lower part is connected to the nozzle 7, and an upper grout charging port 9 is also provided. Compressed air of a pressure slightly higher than the atmospheric pressure is sent through a distribution valve 10, a pressure regulator valve 11, and an air hose 12 to slowly and exactly inject a small amount of grout in the pressure pot A into the fine interstices below the concretes 2 and 3.
摘要翻译：目的：通过将灌浆液置于压浆罐中以进行灌浆注射的方法，提高在低压下将灌浆液注入细间隙的准确性，并将气压施加到压力锅的上部，通过插入注射口的注入管注入浆料成细小的间隙。构成：在反相混凝土1上设置压载基础混凝土2和压载混凝土3，在混凝土2和3中以给定的间隔钻出喷射孔6，并且将封隔器喷嘴7插入到喷射孔6中。防风球8放在压力罐A中，其下部连接到喷嘴7，并且还设置有上部灌浆填充口9。压力略高于大气压的压缩空气通过分配阀10，压力调节阀11和空气软管12被送入缓慢精确地将压力罐A中的少量灌浆注入到下面的细小空隙中混凝土2和3。

9. 发明专利

JP2004360204A Pipe device for civil engineering and ground improvement construction method 审中-公开
标题翻译：民用工程管道设备及地基改造施工方法
公开(公告)号：JP2004360204A
公开(公告)日：2004-12-24
申请号：JP2003156470
申请日：2003-06-02
申请人： Nippon Sogo Bosui Kk , Tekken Constr Co Ltd , 日本綜合防水株式会社 , 鉄建建設株式会社
发明人： NAGAOKA TAKASHI , NAKANE ATSUSHI , NUMATA YOSHIHISA , TOKORO TAKEHIKO , TAKAHASHI NORIO , SUZUKI HIROSHI , MURATA MINEO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a compact pipe device for civil engineering, requiring no large driving force, and having no fear of reducing working efficiency.
SOLUTION: This pipe device has a pipe body 12 for forming a communicating port 11 in a peripheral wall, and an opening-closing means 13 for the communicating port 11. A pipe body inside part 12A and the outside 14 are communicated, when opening the communicating port 11. The opening-closing means 13 is provided with a piston member 15 capable of blocking up the communicating port 11 arranged in the pipe body inside part 12A, and at least two flow passages 16 and 17 fillable with fluid S1 and S2. The piston member 15 moves to the base end side by the fluid S1 pressure in one flow passage 16, and the piston member 15 moves to the tip side by the fluid S2 pressure in the other flow passage 17.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于土木工程的紧凑型管道装置，不需要大的驱动力，并且不用担心降低工作效率。解决方案：该管道装置具有用于在周壁形成连通口11的管体12和用于连通口11的打开 - 关闭装置13.管道体12A和外部14连通，打开连通口11.打开 - 关闭装置13设置有活塞部件15，该活塞部件15能够堵塞配置在管体内部的连通口11，并且能够容纳至少两个流体通道16和17，和S2。活塞构件15通过一个流路16中的流体S1压力而移动到基端侧，并且活塞构件15通过另一流路17中的流体S2压力而移动到末端侧。）2005年，日本特许厅和NCIPI

10. 发明专利

JP2004339795A Civil engineering pipe device and ground improvement method 审中-公开
公开(公告)号：JP2004339795A
公开(公告)日：2004-12-02
申请号：JP2003137723
申请日：2003-05-15
申请人： Nippon Sogo Bosui Kk , Tekken Constr Co Ltd , 日本綜合防水株式会社 , 鉄建建設株式会社
发明人： NAGAOKA TAKASHI , NAKANE ATSUSHI , NUMATA YOSHIHISA , TOKORO TAKEHIKO , TAKAHASHI NORIO , SUZUKI HIROSHI , MURATA MINEO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a civil engineering pipe device capable of smoothly circulating fluid between a pipe body and an inner pipe and facilitating the connection of unit pipes.
SOLUTION: In the vicinity of an interior wall of the pipe body 13, the inner pipe 12 is so mounted that both end sections thereof are respectively connected to communication holes 21A and 21B formed in both end sections of the pipe body 13. When the unit pipes 11 are connected, an exterior wall of the pipe body 13 of one unit pipe 11 is abutted on the interior wall of the pipe body 13 of the other unit pipe 11, a gap 23 extended around the circumference is formed in the abutting section, and the communication holes 21B and 21A are connected to each other through the gap 23.
COPYRIGHT: (C)2005,JPO&NCIPI

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