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1. 发明专利

JPH05222897A STABILITY CONTROL METHOD OF TUNNEL FACING OF EARTH-PRESSURE TYPE SHIELD METHOD 失效
公开(公告)号：JPH05222897A
公开(公告)日：1993-08-31
申请号：JP2816592
申请日：1992-02-14
申请人： SATO KOGYO , TOYO KOGYO CO , YAMAMOTO MINORU
发明人： YAMAMOTO MINORU , KIRITANI YOSHIHARU , SASAKI JUN , NAOI TAMOTSU , IIZAWA YUKIO
IPC分类号： E21D9/12
摘要： PURPOSE:To stabilize a facing in a tunnel from measured value of an earth- moving amount by a facing earth-pressure gauge in an earth-pressure type shield method. CONSTITUTION:An electromagnetic flow meter 2 and a specific gamma ray density meter are mounted to a pipe on a discharge side of a primary pressure- feed pump B provided to an earth-moving port of a screw conveyer of an earth- pressure type shield, an earth moving amount discharged from the shield and earth-moving density are continuously measured, and an earth-moving variation obtained from a difference between the earth-moving amount and theoretical earth-moving weight are continuously calculated. It is compared with earth- moving variation setting set from the measured value by a facing earth-pressure gauge 13, controlled variable of an excavated earth discharge amount is set, the controlled variable is fed back to an excavated earth-moving amount control circuit to hold the earth-moving variation in certain conditions and, at the same time, facing earth-pressure is held in certain conditions.

2. 发明专利

JPH05222898A STABILITY CONTROL METHOD OF TUNNEL FACING BY EXCAVATED EARTH AMOUNT CONTROL 失效
公开(公告)号：JPH05222898A
公开(公告)日：1993-08-31
申请号：JP2821992
申请日：1992-02-14
申请人： SATO KOGYO , TOYO KOGYO CO , YAMAMOTO MINORU
发明人： YAMAMOTO MINORU , KIRITANI YOSHIHARU , SASAKI JUN , NAOI TAMOTSU , IIZAWA YUKIO
IPC分类号： E21D9/12
摘要： PURPOSE:To stabilize a facing in a tunnel by controlling an earth-moving am ount in an earth-pressure type shield method. CONSTITUTION:An electromagnetic flow meter 2 and a specific gamma ray density meter 3 are mounted to a pipe on a discharge side of a primary pressure-feed pump B provided to an earth moving port of a screw conveyer Q of an earth-pressure type shield, and an earth-moving amount discharged from the shield and earth-moving density are continuously measured. An earth- moving variation obtained from a difference between the measured value and a theoretical earth-moving weight calculated from a driving speed of a driving jack of the shield is continuously calculated, and controlled variable is fed back to an excavated earth moving amount control circuit to hold an earth- moving variation in certain conditions.

3. 发明专利

DE3763771D1 未知
公开(公告)号：DE3763771D1
公开(公告)日：1990-08-23
申请号：DE3763771
申请日：1987-01-30
申请人： YAMAMOTO MINORU , SATO KOGYO
发明人： YAMAMOTO MINORU , KIRITANI YOSHIHARU
IPC分类号： E21D9/06 , E21D9/08 , E21D9/087 , E21D11/10
摘要： The known method for constructing a tunnel of the type that a shield tunnelling machine is shoved by means of a concrete lining jack and a shield jack equipped to the shield tunnelling machine with reaction forces received by concrete for lining placed in a space delimited by an inner form assembled within a tunnel bore successively digged by the shield tunnelling machine, a shield tail and an already placed concrete lining, as well as by the inner form, is improved in order to construct a tunnel main body as a reinforced concrete structure. The improvements exist in that a reinforcing steel cage (13) is mounted to a combined spreader and end form (8a) of the concrete lining jack (8) via, the placed concrete for lining is compressed while the reinforcing steel cage is moved, and thereby the reinforcing steel cage is disposed at a predetermined position within the concrete for lining.

4. 发明专利

JP2761992B2 失效
公开(公告)号：JP2761992B2
公开(公告)日：1998-06-04
申请号：JP2816592
申请日：1992-02-14
申请人： SATO KOGYO KK , TOYO KOGYO KK , YAMAMOTO MINORU
发明人： YAMAMOTO MINORU , KIRITANI YOSHIHARU , SASAKI JUN , NAOI TAMOTSU , IIZAWA YUKIO
IPC分类号： E21D9/12

5. 发明专利

JPH08232584A SEGMENT HAVING HOOK JOINT 失效
公开(公告)号：JPH08232584A
公开(公告)日：1996-09-10
申请号：JP4058395
申请日：1995-02-28
申请人： YAMAMOTO MINORU , SATO KOGYO
发明人： YAMAMOTO MINORU , ICHINO MICHIAKI , KIRITANI YOSHIHARU , YOSHINARI TOSHIO
IPC分类号： E21D11/08
摘要： PURPOSE: To connect segments easily and in a short time without using a bolt by installing a male metal fitting on one side and a female metal fitting on the other side in a recessed part of a joint surface in parallel to a tunnel axis for tunnel lining cement and fitting with a wedge. CONSTITUTION: A recessed part 3 is installed to a joint surface in parallel to a tunnel axis of a tunnel lining segment while a female metal fitting 1 having a slanted fitting part, whose head is gradually slanted toward a cutting face, is installed to a recessed part 3 of one joint surface. A male metal fitting 2, which wedges in the female metal fitting 1, is installed to the recessed part 3 on the other side. A total space of the recessed part of the joint required to fit both male and female metal fittings 1 and 2 is found from an equation where D>=(Bm -tm )sinθ+tf +tm , wherein Bm and tm stands for the outside length and thickness of the fitting part of the male metal fitting 2 while tf for the thickness of the female metal fitting 1, and θ stands for a slanted angle of the fitting part. The slanted surface of the male metal fitting 2 of a segment A' is fitted in and wedged with a slanted fitting part of the female metal fitting 2 of a segment A so that they may be connected. A succeeding segment joint is fitted in a preassembled ring segment and aligned and fixed with a through bolt.

6. 发明专利

JPH05332080A WATER STOP TREATMENT DEVICE FOR PIPE-ROOF AND METHOD THEREOF 失效
公开(公告)号：JPH05332080A
公开(公告)日：1993-12-14
申请号：JP14292092
申请日：1992-06-03
申请人： YAMAMOTO MINORU , TOYODA TOSHINORI , S T K KK , HAZAMA GUMI , SATO KOGYO , FUJITA CORP , OKUMURA CORP , CHIZAKI KOGYO KK , MORIMOTOGUMI KK
发明人： YAMAMOTO MINORU , TOYODA TOSHINORI , OI TAKASHI , KAGAWA KAZUO , WAKE TERUYUKI
IPC分类号： E02D3/12 , E21D9/04
摘要： PURPOSE:To securely carry out the water stop treatment of a pipe roof by providing guide pipes to the respective outside walls of embedded pipes, and by injecting solidifying material or the like into the ground through injection pipes for treating the earth and sand situated in the gap between pipes. CONSTITUTION:Along the overall length of a main pipe 1 of a pipe roof that has been laid by a propulsive method, slits 2a opened to the inscribed line between a guide pipe 2 and the pipe 1 are formed. In this case, an injection pipe 3 is inserted into the inside of the guide pipe 2, and a plurality of injection nozzles 4 are lengthwise provided on the outside wall of the injection pipe 3 so as to be perpendicular to the slits 2a. Then, solidifying material such as cement milk is injected through the injection nozzles 4, and solidified membrane 6 that connects adjacent main pipes 1 in the earth and sand in a solidified state is formed. Thereby, the seal between the pipes 1 that have been irregularly joined by the respective solidified membranes 6 is carried out, and various work under the pipe roof can be easily performed.

7. 发明专利

JPH05187031A CONSTRUCTING METHOD OF UNDERGROUND STRUCTURE 失效
公开(公告)号：JPH05187031A
公开(公告)日：1993-07-27
申请号：JP490492
申请日：1992-01-14
申请人： S T K KK , YAMAMOTO MINORU , FUJITA CORP , TOYODA TOSHINORI , CHIZAKI KOGYO KK , OKUMURA CORP , HAZAMA GUMI , MORIMOTOGUMI KK , SATO KOGYO
发明人： YAMAMOTO MINORU , TOYODA TOSHINORI , WAKE TERUYUKI , OI TAKASHI
IPC分类号： E02D5/18 , E02D29/045 , E21D13/00
摘要： PURPOSE:To form an occupying area on a ground while avoiding existing facilities such as a road, an underground piping, etc., to reduce the quantity of soil excavated, the quantity of soil filled back, etc., simultaneously and to conduct economical execution. CONSTITUTION:Underground walls 12, 13 juxtaposed as holding a predetermined underground structure 10 are constructed while an underground wall 14 for installing a shaft 15 is further built on the outside of at least one of these underground walls. Column bodies such as pipes 24, 25, 27 made of steel are constructed extending over the oppositely faced underground wall 13 from the shaft 15 while excavating the inside of the shaft 15 and covering the predetermined underground structure 10. A ground covered with the column bodies 24, 25, 27 is excavated, and the underground structure 10 is built in a space generated.

8. 发明专利

JPS6421199A METHOD OF TUNNEL BACK-FILLING INJECTION CONSTRUCTION 失效
公开(公告)号：JPS6421199A
公开(公告)日：1989-01-24
申请号：JP17475587
申请日：1987-07-15
申请人： SATO KOGYO , YAMAMOTO MINORU
发明人： KUBOTA SEIZO , YOSHITOKU ICHIRO , YAMAMOTO MINORU
IPC分类号： E21D11/00
摘要： PURPOSE: To improve reliability, to simplify the control of a forcible feed amount and to improve durability without lowering strength for a long period of time by mixing the two liquids of respectively specified constitution near a ground mountain by two flow passages and backfill-grouting them. CONSTITUTION: The liquid A composed of 100 pts.wt. of alumina cement, 20-200 pts.wt. of slag powder and water and sand or clay slurry is constituted. Also, the liquid B composed of 0-300 pts.wt. of normal Portland cement to 100 pts.wt. of the alumina cement in the liquid A, 30-200 pts.wt. of gypsum, 5-60 pts.wt. of calcium hydroxide, 20-200 pts.wt. of the slag powder and the water and the sand or the clay slurry is constituted. Then, 50% pts.wt. of the liquid A is supplied to the flow passage A, 50% pts.wt. of the liquid B is supplied to the flow passage B and both liquids A and B are merged and mixed near an ejection port and backfill-grouted to the tunnel ground. Thus, a mixture is not diluted, materials are hardly separated and the reliability is improved.

9. 发明专利

JPS63247500A METHOD OF CONSTRUCTING TUNNEL 失效
公开(公告)号：JPS63247500A
公开(公告)日：1988-10-14
申请号：JP7644487
申请日：1987-03-31
申请人： SATO KOGYO , YAMAMOTO MINORU
发明人： YAMAMOTO MINORU , TAKIZAWA MASAMI , KIRITANI YOSHIHARU , SASAKI JUN , TSUDA MASAHIDE , ONO KAZUAKI
IPC分类号： E21D11/10

10. 发明专利

JP2000204879A SOIL IMPROVEMENT METHOD FOR OUTSIDE OF SEPARATION PART OF FRONT AND REAR UNIT TUNNELS 失效
公开(公告)号：JP2000204879A
公开(公告)日：2000-07-25
申请号：JP532599
申请日：1999-01-12
申请人： OKUMURA CORP , YAMAMOTO MINORU , TOYODA TOSHINORI , SATO KOGYO , HAZAMA GUMI , MORIMOTOGUMI KK , MAEDA CONSTRUCTION , FUJITA CORP , CHIZAKI KOGYO CO LTD , KOMATSU MFG CO LTD , KUBOTA KK , S T K KK
发明人： KOYAMA NAOYUKI , YAMAMOTO MINORU , TOYODA TOSHINORI , KIRITANI YOSHIYA , TAKENOUCHI YASUAKI , AOKI KENICHI , YAMADA YUKIO , FUJIMOTO NAOAKI , MIYASATO HAJIME
IPC分类号： E02D3/12 , E21D9/04 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To provide a soil improvement method for outside of a separation part of front and rear unit tunnels allowing safe execution of a tunnel connecting operation by ssurely and fixedly soil-improving a separated outer part of unit tunnels adjacent to each other. SOLUTION: A high-pressure jet injection type soil improvement system is mounted on a post-moving shield machine 10, a rod-shaped nozzle 20A of the system is stored in a case body 22A provided on the rear upper and lower part recessed arc sides of a post-moving shield 11, and the nozzle 20A is fixed to the post-moving shield machine 10 so that a tip part having an injection port is projected to the outer rear side of the case body 22A. A soil-improving material is injected from the nozzle injection port to a distant outside opposed part 4" on the covering surface of a preceding unit tunnel 1 while the post- moving shield machine 10 is excavating so as to form an improved body 4'. Next, after a jack is extended, back-filling is performed on the rear side of the improved body 4', and then, after the jack is retracted and a new forwardmost segment is assembled, the above step is repeated.

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