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1. 发明专利

JP2012026116A Method for treating excavated soil in rheological foam shield tunneling work 有权
标题翻译：用于处理流体动力学泡沫隧道工程中的开挖土壤的方法
公开(公告)号：JP2012026116A
公开(公告)日：2012-02-09
申请号：JP2010163862
申请日：2010-07-21
申请人： Keihin Soil Co Ltd , Ohbayashi Corp , 京浜ソイル株式会社 , 株式会社大林組
发明人： KIMURA TSUTOMU , TANAKA YOSHIHIRO , TSUJI TOSHINORI , NAGAI FUMIHIRO
IPC分类号： E21D9/12 , B01J20/04 , B01J20/06 , B01J20/12 , B01J20/14 , B01J20/18 , B01J20/26 , C02F11/00 , C09K17/02 , C09K17/06 , C09K17/08 , C09K17/22 , C09K103/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To efficiently break foams of excavated soil produced in rheological foam shield tunneling work, without imposing a load on an environment.SOLUTION: In a method for treating excavated soil in rheological foam shield tunneling work, firstly, the excavated soil is discharged from a chamber 6 of a shield machine 5 via a screw conveyor 1 connected to the chamber in the state of communicating with it (step 101), and subsequently sent into a line mixer 2 that is disposed on the discharge side of the screw conveyor. After that, a water absorbing material charged into the line mixer 2 is added to the excavated soil to turn it into treatment object soil (step 102), and the treatment object soil is agitated and mixed by the line mixer 2 to uniformly disperse the water absorbing material in the treatment object soil (step 103). Next, the soil after the completion of water absorbing treatment is carried out to the rear of the shield machine 5 by a belt conveyor 4 that is displaced on the downstream side of the line mixer 2 (step 104).
摘要翻译：要解决的问题：有效地破坏在流变泡沫屏蔽隧道工作中产生的挖掘土壤的泡沫，而不会对环境造成负担。解决方案：在流变泡沫屏蔽隧道工程中处理挖掘土的一种方法中，首先，挖掘的土壤通过连接到室的螺旋输送机1从屏蔽机5的室6排出，处于与（步骤101），并随后送入配置在螺旋输送机排出侧的管线混合器2。之后，将加入到线混合器2中的吸水材料添加到挖掘的土壤中，将其转化为处理对象土壤（步骤102），并且通过管线混合器2将处理对象土壤搅拌混合以均匀地分散水在处理对象土壤中吸收材料（步骤103）。接下来，通过在线路混合器2的下游侧移位的带式输送机4，在屏蔽机5的后方进行吸水处理完成后的土壤（步骤104）。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2012057354A Shield machine and attitude control method for the same 有权
标题翻译：屏蔽机及其相应的姿态控制方法
公开(公告)号：JP2012057354A
公开(公告)日：2012-03-22
申请号：JP2010201253
申请日：2010-09-08
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KIMURA TSUTOMU , TSUJI TOSHINORI
IPC分类号： E21D9/093 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To facilitate a pitching control of a shield machine at a reasonable cost.SOLUTION: A structure of a shield machine 10 has a cantilever beam 30. One end 31 of the cantilever beam 30 is fixed to the structure of the shield machine so that the cantilever beam 30 extends posterior to the shield machine 10 with a weight 40 at the other end 32 of the cantilever beam 30.
摘要翻译：要解决的问题：为了便于以合理的成本进行盾构机的俯仰控制。屏蔽机10的结构具有悬臂梁30.悬臂梁30的一端31固定在屏蔽机构的结构上，使得悬臂梁30在屏蔽机10的后方延伸一个重量40在悬臂梁30的另一端32。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2014185517A Shield machine and method for controlling posture of shield machine 有权
标题翻译：屏蔽机及其控制方法
公开(公告)号：JP2014185517A
公开(公告)日：2014-10-02
申请号：JP2014142981
申请日：2014-07-11
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KIMURA TSUTOMU , TSUJI TOSHINORI
IPC分类号： E21D9/093
摘要： PROBLEM TO BE SOLVED: To facilitate pitching control of a shield machine at an appropriate cost.SOLUTION: One end 31 of a cantilever beam 30 is fixed to a structure of a shield machine 10 so that the cantilever beam extends to a rear side of the shield machine, and a tank 60 is installed at the other end 32 of the cantilever beam 30. A plurality of tanks 60 are provided, and liquid is injected or retracted to/from each of the tanks 60. Alternatively, an inside of the tank 60 is divided into partitions in an extending direction of the cantilever beam 30, and the liquid moves between the partitions.
摘要翻译：要解决的问题：以适当的成本促进屏蔽机器的俯仰控制。解决方案：悬臂梁30的一端31被固定到屏蔽机10的结构，使得悬臂梁延伸到屏蔽机器，并且罐60安装在悬臂梁30的另一端32处。设置有多个罐60，并且液体从每个罐60注入或缩回。或者，罐的内部 60在悬臂梁30的延伸方向上被划分为隔板，并且液体在隔板之间移动。

4. 发明专利

JP2002021487A ANCHORING METHOD FOR SEGMENT JOINT PORTION 失效
公开(公告)号：JP2002021487A
公开(公告)日：2002-01-23
申请号：JP2000200482
申请日：2000-07-03
申请人： OHBAYASHI CORP
发明人： KANAI MAKOTO , FUKUMOTO KATSUJI , KITAOKA TAKASHI , TSUJI TOSHINORI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To give a lighter weight to a segment piece. SOLUTION: A plurality of segment pieces 10 are adjacently arranged along the tunnel excavating surface, and joint portions 12 are mutually jointed and assembled to a cylindrical shape. The piece 10 is made of a reinforced concrete in which the main reinforcement 14 arranged along the peripheral direction of the tunnel inside is embedded in the segment main body 16 consisting of a hardened concrete body and is formed from a cylinder to plural divided curved shapes along the peripheral direction. The joint portion 12 has both the ends of the main reinforcement 14 with both the ends of the main reinforcement 14 jointed together and is set in this state inside the form, and concrete is set in the form and the concrete is poured inside the form and the segment piece 10 is produced. By the adhesive bonding between concrete and the main reinforcement 14, the anchoring force at the joint portion 12 can be secured.

5. 发明专利

JP2001262982A LINING METHOD FOR TUNNEL 失效
公开(公告)号：JP2001262982A
公开(公告)日：2001-09-26
申请号：JP2000077039
申请日：2000-03-17
申请人： OHBAYASHI CORP , ISHIKAWAJIMA KENZAI KOGYO KK
发明人： TSUJI TOSHINORI , SOMEYA HIROKI , OKAYAMA SUSUMU
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To construct a tunnel by use of a shield machine propelled by obtaining a reaction from a lining body consisting of a segment without cracking the segment. SOLUTION: A protective plate 12 consisting of a metallic plate of stainless steel or the like or a high strength fiber board of carbon fiber, glass fiber, steel fiber or the like is preliminarily installed to a bonding end surface 11B on the excavation side of the segment 11. When the shield machine is propelled by pressing the bonding end surface 11b of the segment 11 by a jack, the transfer of a tensile force generated between jacks is surely prevented by the protective plate 12 to prevent the cracking in the bonding end surface 11B of the segment by the tensile force generated between the jacks, and a lining body never causing a leakage by the crack is constructed.

6. 发明专利

JP2000154698A JOINT EXECUTION METHOD OF SEGMENT, ON WHICH THERMOPLASTIC PLASTIC SHEET WITH BURIED PROJECTION IS DISPOSED 失效
公开(公告)号：JP2000154698A
公开(公告)日：2000-06-06
申请号：JP32915298
申请日：1998-11-19
申请人： OHBAYASHI CORP , TAKIRON CO
发明人： TAKEDA KUNIO , TATEKAWA KOSEI , TSUJI TOSHINORI , SUSHI MASAO , YAMANAKA HARUAKI
IPC分类号： E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide the joint execution method of segments, by which the joints of thermoplastic plastic sheets in the segment, on which the adjacent thermoplastic plastic sheets with the buried projections are disposed, can be joined and unified easily and surely in a type that the joints are difficult to be damaged and on which the plastic sheets with the buried projections are arranged. SOLUTION: A beltlike joint treating member body 21 comprising thermoplastic plastics is disposed among the segment bodies 11 of adjacent segments 1 and the thermoplastic plastic sheets 12, to which the buried projections 12a are formed, so as to hold the edges of the sheets 12 along the joints of both segments 1. Conductive heating elements 22, in which surfaces are coated with thermoplastic plastics, are juxtaposed in the longitudinal direction of the joint treating member body 21 among the thermoplastic plastic sheets 12 and the joint treating member body 21. The thermoplastic plastic sheets 12 and the joint treating member 21 are fused by conducting electricity through the conductive heating elements 22 at that time.

7. 发明专利

JP2000213290A JOINT PIECE 失效
公开(公告)号：JP2000213290A
公开(公告)日：2000-08-02
申请号：JP1767899
申请日：1999-01-26
申请人： OHBAYASHI CORP , ISHIKAWAJIMA KENZAI KOGYO KK , KOBAYASHI IND
发明人： TAKEDA KUNIO , KITAOKA TAKASHI , TSUJI TOSHINORI , OZEKI MUNETAKA , SOMEYA HIROKI , MOCHIZUKI TOSHIO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a joint piece capable of easily joining members such as segments with each other at a low cost. SOLUTION: A large diameter engagement part 7 is formed on a tip part of a joining bar 4 of a male joint piece 1. A joint body of a male joint piece 2 comprises a housing 14, a plurality of locking members 16 stored in a large diameter part 21 of the housing 14, an urging member 23 to urge the locking members 16 in the inner circumferential direction, and a locking member holder 31 which holds the locking members 16 in a condition arranged to the outer circumferential side against the urging force of the urging member 23, and maintains the inside diameter of the locking members 16 to be larger than that of an engagement part 7 of the joining bar 4. The locking member holder 31 is pressed into a small diameter part 22 of the housing 14 by the joining bar 4, the holding of the locking members 16 by the locking member holder 31 is released, the locking members 16 are inwardly pressed by the urging force of the urging member 23, and turned around a rear end side of the engagement part 7 of the joining bar 4 to join the joining bar 4 with the female joint piece 2.

8. 发明专利

JP2000213289A JOINING STRUCTURE 失效
公开(公告)号：JP2000213289A
公开(公告)日：2000-08-02
申请号：JP1767799
申请日：1999-01-26
申请人： OHBAYASHI CORP , ISHIKAWAJIMA KENZAI KOGYO KK
发明人： TAKEDA KUNIO , KITAOKA TAKASHI , TSUJI TOSHINORI , SOMEYA HIROKI , ASANO HIROSUKE
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To improve the resistance against the shearing force of a joined part composed by joining members with each other by engaging a joining bar with a joining piece without increasing the cost. SOLUTION: A joining piece 11 is provided on one segment S, and a joining bar 12 is provided on the other segment S. The joining piece 11 comprises a tapered sleeve 13, a plurality of wedges 14 arranged in an annular with inserting and fixing holes H of the joining bars 12, and fitted in the sleeve 13, and an elastic member 15 to urge the wedges 14 to the tip side of small diameter of the sleeve 13 so that the inserting and fixing holes H are shrunk. A female shear reinforcement member 21 having a fitting ring 24 with a fitting hole 30 therein is fixed to a tip part of the joining piece 11. A cylindrical male shear reinforcement member 27 is fitted to the joining bar 12. When the joining bar 12 is inserted in the joining piece 11, the male shear reinforcement member 27 is fitted to the fitting hole 30 in the fitting ring 24 of the female shear reinforcement member 21 to improve the resistance against the shearing force of a joined part.

9. 发明专利

JPH10227197A WATERPROOF SEGMENT FOR SHIELD TUNNEL AND EXECUTION THEREOF 失效
公开(公告)号：JPH10227197A
公开(公告)日：1998-08-25
申请号：JP4840497
申请日：1997-02-17
申请人： OHBAYASHI CORP
发明人： TAKEDA KUNIO , NAKANO AKIHIKO , TSUJI TOSHINORI
IPC分类号： E21D11/04 , E21D11/08 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To shorten a construction period while sufficient waterproofness is secured by attaching a waterproof sheet on the inner face of a segment body so that the edge part of the sheet is protruded in a notch formed in the inner face side edge part of the segment body. SOLUTION: A notch 3 is formed along the peripheral edge of a reinforced concrete-made segment body 2, and a waterproof sheet 4 formed by a fiber reinforced sheet is attached on the inner face of the segment 2 so that it is protruded in the notch 3 to constitute a waterproof segment for a shield tunnel 1. The waterproof segments 1, 1 are adjacently disposed at a prescribed position of the inside of tunnel ground. When the notch 3 is filled with a filler, which is hardened in the state where the edge part of the waterproof sheet 4 is pushed in the notch 3, the waterproof sheets 4, 4 attached to the two adjacent segment bodies 2, 2 are integrally jointed through the filler in the notch 3 to block a gap between the segment bodies 2, 2. Thus, secondary lining is unnecessitated, waterproof lining of high watertightness is executed on the inner face of the segment 1, and a construction period can be significantly shortened.

10. 发明专利

JP2001262983A SEGMENT 失效
公开(公告)号：JP2001262983A
公开(公告)日：2001-09-26
申请号：JP2000077040
申请日：2000-03-17
申请人： OHBAYASHI CORP , ISHIKAWAJIMA KENZAI KOGYO KK
发明人： TSUJI TOSHINORI , SOMEYA HIROKI , OKAYAMA SUSUMU
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To prevent the cracking in a bonding end surface in the construction of a lining body within an excavated hole by shield construction method to eliminate a leakage in the lining body to be constructed. SOLUTION: A protective sheet with excellent tensile resistance consisting of a woven fabric or non-woven fabric of a high strength fiber such as carbon fiber, glass fiber, steel fiber or the like is adhered to the bonding end surface 11B of a segment through an acrylic layer consisting of an acrylic resin to form a protective layer 21. Since the bonding end surface 11B of the segment 11 is protected by the protective layer 21 in the propulsion of a shield machine by pressing the bonding end surface 11B of the segment 11 by a jack, the cracking in the bonding end surface 11b by the tensile force generated between jacks is prevented to construct a lining body never causing a leakage by the crack.

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