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1. 发明专利

JPH06288179A EXPANSION SHIELD DEVICE 失效
公开(公告)号：JPH06288179A
公开(公告)日：1994-10-11
申请号：JP9711493
申请日：1993-03-31
申请人： OHBAYASHI CORP , KAJIMA CORP , KUMAGAI GUMI CO LTD , KOMATSU MFG CO LTD , SHIMIZU CONSTRUCTION CO LTD , TAISEI CORP , TOBISHIMA CONSTRUCT CO LTD , NISHIMATSU CONSTR CO LTD , HAZAMA GUMI , MITSUI CONSTR
发明人： TAKEDA KUNIO , NAKAO TSUTOMU , YAMAMOTO MASAHIKO , KATSUNUMA KIYOSHI , HAGIWARA HIDEKI , HIRACHI MASANORI , SHIMIZU YOSHIOMI , WATANABE TORU , TAKENOUCHI YASUAKI , HONDA MASATO
IPC分类号： E02D3/12 , E21D9/06 , E21D11/10 , E21F15/00
摘要： PURPOSE:To provide an open type expansion shield device capable of being smoothly advanced without loosening the ground regardless of the ground feature and capable of selecting an optional cross sectional shape. CONSTITUTION:A pipe roof 12 connected with multiple pipes 13 is provided along the inner peripheral face of an outer shell 5 formed with an open section 5s having the diameter D1 larger than the diameter D2 of the existing lining 3a to be removed on the front face, and a ground improving device 16 serving as a ground improving drilling/injecting means is inserted via a section 15 between the adjacent pipes 13, 13. A bore hole 2s is drilled via a boring machine 17 in the ground 2 on the front side prior to the shield advance, a ground improving chemical 22 is injected from a chemical feed device 23, and the ground 2 around the lining 3a to be removed is improved and reinforced.

2. 发明专利

JPH06288180A EXPANSION SHIELD DEVICE 失效
公开(公告)号：JPH06288180A
公开(公告)日：1994-10-11
申请号：JP9711593
申请日：1993-03-31
申请人： OHBAYASHI CORP , KAJIMA CORP , KUMAGAI GUMI CO LTD , KOMATSU MFG CO LTD , SHIMIZU CONSTRUCTION CO LTD , TAISEI CORP , TOBISHIMA CONSTRUCT CO LTD , NISHIMATSU CONSTR CO LTD , HAZAMA GUMI , MITSUI CONSTR
发明人： TAKEDA KUNIO , NAKAO TSUTOMU , YAMAMOTO MASAHIKO , KATSUNUMA KIYOSHI , HAGIWARA HIDEKI , HIRACHI MASANORI , SHIMIZU YOSHIOMI , WATANABE TORU , TAKENOUCHI YASUAKI , HONDA MASATO
IPC分类号： E21D9/06 , E21D11/10 , E21F15/00 , F16L1/024
摘要： PURPOSE:To provide an open type expansion shield device capable of being easily advanced and selecting an optional cross sectional shape in expansively re-laying an existing pipe. CONSTITUTION:Multiple augers 19 provided with cutter bits 19a at their tips are provided along the inner peripheral face of an outer shell 5 formed with an open section 5s having the diameter D1 larger than the diameter D2 of the existing lining 3a to be removed on the front face so that the ground 2 can be excavated into the analogous shape with the front end edge of the outer shell 5. At the time of shield advance, only the portion of the ground 2 where the outer shell 5 is to be advanced is rubbed by the augers 19 having the prescribed drill diameter L3, bored into the snap ring groove shape with the width L3, and limitedly loosened. The propelling force of a propelling jack 11 is added to it, and an expansion shield device can be smoothly advanced while the ground is not loosened regardless of the ground feature.

3. 发明专利

JPH0853951A ACCESS STRUCTURE IN VERTICAL DIRECTION 失效
公开(公告)号：JPH0853951A
公开(公告)日：1996-02-27
申请号：JP18946194
申请日：1994-08-11
申请人： NIPPON SHIELD ENG KK , KOMATSU MFG CO LTD , MITSUI CONSTR , YAMAHA KAKO TOKYO KK , YOKOHAMA ELEVATOR CO LTD
发明人： SHIMAMURA TSUGUYOSHI , OCHIAI KOICHI , HOKIYAMA JUN , HONDA MASATO , YAMAGISHI HIDEAKI , OSHIRO ISAMU
IPC分类号： E02D29/045 , B66B9/00 , E04H6/14 , E21D13/00
摘要： PURPOSE:To take in and out arrival goods between an aboveground part and an underground part with a minimum occupying area by raising and lowering gondolas in a shaft and above it, and arranging cages in synchronism with the gondolas at necessary places. CONSTITUTION:Gondolas 14... are arranged so as to be raised and lowered in a shaft 13 to communicate a road tunnel 10 or the like with an aboveground part and above it, and are raised and lowered by a gondola lift 16. Lifters 17... to be raised and lowered in synchronism with a movement of the gondola lift 16 are arranged at plural places in the shaft 13 and above it, and cages 15... are provided in the lifters 17. The gondolas 14 and the cages 15 are raised and lowered at the same speed in the bottom part vicinity and the aboveground vicinity of the shaft 13, and when both synchronize with each other, a laterally moving conveyor is driven, and arrival goods are transferred between both. Therefore, an access structure can be constructed with only an occupying area of a shaft 13 area.

4. 发明专利

JPH10110600A BACK FILLING EXCAVATOR AND BACK FILLING CONSTRUCTION METHOD USING IT 失效
公开(公告)号：JPH10110600A
公开(公告)日：1998-04-28
申请号：JP26619696
申请日：1996-10-07
申请人： MITSUI CONSTR , KOMATSU MFG CO LTD
发明人： HONDA MASATO , ISHIDA KIKUO , KAWAHARA KEIICHI , BANDO EIGO
IPC分类号： E21D9/06 , E21F15/00
摘要： PROBLEM TO BE SOLVED: To eliminate the need of a buckling checking mechanism and reduce cycle time of back filling by separately forming a partition wall for longitudinally cutting off the internal space of a skin plate on an inner partition wall and an outer partition, and providing inner and outer turning jacks corresponding to the respective partition walls. SOLUTION: With an outer partition wall 14 pressed to an existing back filling material 19, an outer turning jack 16 is elongated to take reaction force in the existing back filling material 19, and an excavator main body 1 is advanced. Simultaneously while an inner partition wall 13 is pulled back by contraction of an inner turning jack 15, back filling material is injected between the inner partition wall 13 and the back filling material 19 through a back filling injection pipe 17. Accordingly, the advance of the excavator main body and injection of back filling material to the rear space of the partition wall are performed concurrently, so that the cycle time per one span can be reduced. Furthermore, as turning can be performed with the reaction force taken in the existing back filling material, it is not necessary to provide a buckling checking mechanism in the front of the partition wall.

5. 发明专利

JPH06288178A RE-LAYING METHOD FOR EXISTING PIPELINE 失效
公开(公告)号：JPH06288178A
公开(公告)日：1994-10-11
申请号：JP9711393
申请日：1993-03-31
申请人： OHBAYASHI CORP , KAJIMA CORP , KUMAGAI GUMI CO LTD , KOMATSU MFG CO LTD , SHIMIZU CONSTRUCTION CO LTD , TAISEI CORP , TOBISHIMA CONSTRUCT CO LTD , NISHIMATSU CONSTR CO LTD , HAZAMA GUMI , MITSUI CONSTR
发明人： TAKEDA KUNIO , NAKAO TSUTOMU , YAMAMOTO MASAHIKO , KATSUNUMA KIYOSHI , HAGIWARA HIDEKI , HIRACHI MASANORI , SHIMIZU YOSHIOMI , WATANABE TORU , TAKENOUCHI YASUAKI , HONDA MASATO
IPC分类号： E21D9/06 , F16L1/024
摘要： PURPOSE:To properly re-lay an existing pipeline. CONSTITUTION:The outer shell 5 of an expansion shield machine 3 is coaxially provided at the end section of an existing pipe 2, the end section of the existing pipe 2 is circularly cut by a moving cutter 30, and a circular arc-shaped notch is formed at the bottom section of a cut ring 2a. Multiple crushing wedges 9 provided on the inner peripheral face of the outer shell 5 are inserted into a circular gap between the outer shell 5 and the existing pipe 2, the cut ring 2a is shrunk to the size to be conveyed and removed through the inside of the expansion shield machine 3 while the diameter of the cut ring 2a is reduced in the direction of the axis CT, and the cut ring 2a is removed.

6. 发明专利

JPH06288182A EXPANSION SHIELD DEVICE 失效
公开(公告)号：JPH06288182A
公开(公告)日：1994-10-11
申请号：JP9711793
申请日：1993-03-31
申请人： OHBAYASHI CORP , KAJIMA CORP , KUMAGAI GUMI CO LTD , KOMATSU MFG CO LTD , SHIMIZU CONSTRUCTION CO LTD , TAISEI CORP , TOBISHIMA CONSTRUCT CO LTD , NISHIMATSU CONSTR CO LTD , HAZAMA GUMI , MITSUI CONSTR
发明人： TAKEDA KUNIO , NAKAO TSUTOMU , YAMAMOTO MASAHIKO , KATSUNUMA KIYOSHI , HAGIWARA HIDEKI , HIRACHI MASANORI , SHIMIZU YOSHIOMI , WATANABE TORU , TAKENOUCHI YASUAKI , HONDA MASATO
IPC分类号： E21D9/06 , F16L1/024
摘要： PURPOSE:To remove an existing pipe without applying vibration and impact to it by providing an actuator on the inner peripheral face of the outer shell of an expansion shield device, providing a ram movably in the direction parallel with the center line of the outer shell, and providing crush wedges on the ram. CONSTITUTION:An open section 5a having the diameter larger than the diameter of an existing pipe 2 to be removed is formed on the front side in the advance direction of the shell body 5 of an expansion shield device 3 provided with the shell body 5 propellable in the ground. One or more crushing members 9, 19 are provided on the inner peripheral face 5b on the open section 5a side of the shell body 5 reciprocatably in the advance direction of the shell body 5. Crush sections 9b, 19a are provided on the crushing members 9, 19 into contact with the outer periphery section 2e of the existing pipe 2 to approach the center line CL of the shell body 5 toward the rear of the shell body 5. The crushing members 9, 19 are reciprocated in the advance direction of the shell body 5, the end section 2c of the existing pipe 2 is crushed by the crush sections 9b, 19a of the crushing members 9, 19 in the direction toward the center line CL of the shell body 5 from the outer periphery section 2e of the existing pipe 2, and the existing pipe 2 is removed.

7. 发明专利

JPH06288176A EXPANSION SHIELD DEVICE 失效
公开(公告)号：JPH06288176A
公开(公告)日：1994-10-11
申请号：JP9711193
申请日：1993-03-31
申请人： OHBAYASHI CORP , KAJIMA CORP , KUMAGAI GUMI CO LTD , KOMATSU MFG CO LTD , SHIMIZU CONSTRUCTION CO LTD , TAISEI CORP , TOBISHIMA CONSTRUCT CO LTD , NISHIMATSU CONSTR CO LTD , HAZAMA GUMI , MITSUI CONSTR
发明人： TAKEDA KUNIO , SHIRAISHI MINORU , YAMAMOTO MASAHIKO , KATSUNUMA KIYOSHI , HAGIWARA HIDEKI , HIRACHI MASANORI , SHIMIZU YOSHIOMI , WATANABE TORU , TAKENOUCHI YASUAKI , HONDA MASATO
IPC分类号： E21D9/06 , F16L1/024
摘要： PURPOSE:To properly remove an existing pipe. CONSTITUTION:A cylindrical seal tube 19 is provided concentrically with an outer shell 5 on the inner peripheral face of the cylindrical outer shell 5 via multiple support plates 17. A cylindrical rear inner tube 15 is inserted into the inner periphery of the seal tube 19 concentrically with the seal tube 19 and rotatably around the center line CL of the outer shell 5, and tooth flanks 15a are circularly provided around the center line CL on the outer peripheral face of the rear inner tube 15. Multiple rotary drive devices 21 are provided on the outer peripheral face of the seal tube 19 to rotatively drive the rear inner tube 15 around the center line CL via the tooth flanks 15a, and a water jet cutting device 16 is provided to spout water jets toward the center line CL from the inner peripheral face of the rear inner tube 15.

8. 发明专利

JP2002213192A TUNNEL LINING METHOD AND SEGMENT CONNECTING METHOD 失效
公开(公告)号：JP2002213192A
公开(公告)日：2002-07-31
申请号：JP2001012819
申请日：2001-01-22
申请人： MITSUI CONSTR
发明人： HONDA MASATO , SUZUKI AKIHIKO
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a tunnel lining method and a segment connecting method which save time and labor required for producing segments, employ segments manufactured at a low cost, and do not produce yield at a web, etc., of a metal fitting. SOLUTION: According to the tunnel lining method and the segment connecting method, a wedge member 10 having a tunnel circumferential width tapering in a tunnel axial direction is set between a T-shaped metal fitting 21 and a C-shaped metal fitting 22 in a manner engaging with both engaging surfaces 21c, 22c of the respective metal fittings. Thus, the wedge member 10 functions to generate a clamping force between the segments 20A and 20B at a location between the T-shaped metal fitting 21 and the C-shaped metal fitting 22.

9. 发明专利

JP2001262980A CUSHIONING MATERIAL-INSERTED JOINT 失效
公开(公告)号：JP2001262980A
公开(公告)日：2001-09-26
申请号：JP2000081373
申请日：2000-03-23
申请人： MITSUI CONSTR , NIPPON KOKAN LIGHT STEEL KK , HAYAKAWA RUBBER
发明人： HONDA MASATO , TOIDA HIROSHI , FUJII MASAYUKI , FUJII KOZO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To absorb the design error or mounting error of a joint in a joint used for fastening of, for example, a shield segment, in which a T-shaped male joint 11 fits to a female joint 13 having a T-shaped groove and makes contact therewith according to the fitting to provide a wedge effect. SOLUTION: A cushioning material 25 is provided on the T-shaped flange part 19 or 21 of the male joint 11 or female joint 13 making contact each other by the wedge effect. The cushioning material is formed of a steel pipe 27 buried in a rubber material 29. Accordingly, this cushioning material has the property capable of keeping elasticity harder than the rubber material 29 and more flexibly than steel material, so that it absorbs the error and is sufficiently resistant to tension.

10. 发明专利

JPH11287083A CONNECTION STRUCTURE OF ADIT STRUCTURE AND SHAFT STRUCTURE 失效
公开(公告)号：JPH11287083A
公开(公告)日：1999-10-19
申请号：JP10701898
申请日：1998-04-02
申请人： MITSUI CONSTR
发明人： AIHARA ATSUO , HONDA MASATO
IPC分类号： E21D1/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To prevent breakage of the connection part of an adit structure and a shaft structure by forming an adit structure housing part on a socket member provided on an adit excavation start part, annularly forming, inserting and fitting an adit structure in a stress distribution transmission space between the inner peripheral face of the housing part and the outer peripheral face of the structure, and filling the space with buffering material. SOLUTION: A socket 6 is fixed by being projected and extended on a shield start/ arrival part 12 formed on the side wall part 2b of an adit structure in the direction of tunnel construction, and the rear end of an hollow cylindrical sleeve part 6b is fixed and formed on the shield start/arrival part 12 on the socket 6. The connection part 9 of a shield tunnel covering body 3 is inserted and fitted to a sleeve part 6b, and a clearance space formed between the outer peripheral face of the shield tunnel lining body 3 and the inner peripheral face of the sleeve part 6b is filled with a buffering material 20. Relative displacement is produced between the shield tunnel lining body 3 and the adit structure 3 by vibration of an earthquake, since stress applied on the connection part is acted through the buffering material 20 from the sleeve part 6b, the stress is dispersed, and breakage of the lining body 3 can be prevented to the utmost.

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