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1. 发明专利

JP2004324347A Joint for segment with form, mounting structure of joint and segment with joint 有权
公开(公告)号：JP2004324347A
公开(公告)日：2004-11-18
申请号：JP2003123718
申请日：2003-04-28
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Nishimatsu Constr Co Ltd , Sato Kogyosho:Kk , Tokyo Metro Co Ltd , 東京地下鉄株式会社 , 株式会社佐藤工業所 , 西松建設株式会社
发明人： YAHAGI SHUICHI , FUJIKI IKUO , TAKAHASHI SATOSHI , OISHI TAKASHI , OE IKUO , MITO KENJI , KOBAYASHI MASANORI , WATANABE TORU , HOSOKAWA KATSUMI , MATSUMOTO MASAHIRO , NAGAOKA SHOGO
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a segment joint, in which a female member and a male member are installed to all segments under uniform conditions by adopting a structure, in which the female member and the male member are supported to forms, and the interchangeability of the joints is obtained easily, the mounting structure of the segment joint and the segment with the joint. SOLUTION: The female member 1 for the joint for the segment is constituted so that an engaging groove 4 is formed to a body 3 installed onto the internal surface of the forms 7 in an up-grade, in which the interior side is made higher than the opening side, a push plate 9 with a female screw 8 is housed detachably in the groove 4 and a member 17 forming a recess 16 in the segment is abutted against the opening side of the groove 4. The male member 2 is constituted so that a supporting plate 24 with the female screw 25 is housed in a hollow body 23 supported at a place slightly separated from the internal surface of the forms 29 by a cylindrical receiving body 30 and an elastic plate 41 is interposed between the plate 24 and the base wall 23a of the body 23. COPYRIGHT: (C)2005,JPO&NCIPI

2. 发明专利

JP2004285575A Joint for segment connection and segment 有权
公开(公告)号：JP2004285575A
公开(公告)日：2004-10-14
申请号：JP2003075608
申请日：2003-03-19
申请人： Atsushi Koizumi , Metro Kaihatsu Kk , Nishimatsu Constr Co Ltd , Tokyo Metro Co Ltd , メトロ開発株式会社 , 淳小泉 , 東京地下鉄株式会社 , 西松建設株式会社
发明人： YAHAGI SHUICHI , FUJIKI IKUO , TAKAHASHI SATOSHI , INOSE JIRO , KOIZUMI ATSUSHI , OE IKUO , MITO KENJI , KOBAYASHI MASANORI , WATANABE TORU , HOSOKAWA KATSUMI
IPC分类号： E21D11/04 , E21D11/08 , F16B5/10
摘要： PROBLEM TO BE SOLVED: To provide a joint for segments and a segment, easily connecting segments and securing designated fastening force.
SOLUTION: The segment connecting joint includes: a male member 3 including two or more projecting parts 12 projected from a segment end part 8a, two or more connecting parts 12a adjacent to the respective projecting parts 12, a support member 14 provided with two or more opening parts 13 for movably holding the connecting parts 12a, two or more fixing members 15 connected to the respective connecting parts 12a, and an elastic member 16 disposed between the support member 14 and two or more fixing members 15; and a female member 4 storing the respective, provided with two or more storing grooves 18 extended in the axial direction of a tunnel and including two or more locking parts 19 having a slot allowing the respective connecting parts 12a to movably pass in the axial direction of the tunnel. The storing groove 18 side of the locking part 19 is provided with a projecting part 20 having elasticity along the slot.
COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2002174096A JOINT STRUCTURE, JOINT FOR SEGMENT USING THE SAME, SEGMENT, AND SHIELD TUNNEL 失效
公开(公告)号：JP2002174096A
公开(公告)日：2002-06-21
申请号：JP2000371769
申请日：2000-12-06
申请人： NISHIMATSU CONSTR CO LTD
发明人： NOMOTO MASAAKI , WATANABE TORU , KOBAYASHI MASANORI , ISO HARUO , ARAI NORIYUKI , HOSOKAWA KATSUMI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a joint structure capable of easily and speedily connecting adjacent members to each other, a low-cost joint for segments with significantly improved executability capable of connecting segment rings to each other only by inserting the joint structures in the direction of a tunnel, segments using the joint for segments, and a shield tunnel using the segments. SOLUTION: The joint structure 6 is constituted of a male metal fixture 5 and a female metal fixture, and the male metal fixture 5 is provided with a protruded member 6 provided with an enlarged tip part 6a, a root part 6b provided with an opening 6b, and a shaft part 6c for connecting the tip part 6a to the root part 6b, a housing member 7 which rotatably houses the root part 6b and is provided with a through hole 10, an elastic member 8 with one end connected to the protruded member and the other end connected to the housing member to generate a repulsive force by the rotation of the protruded member, and a rod member 9 which fixes the protruded member and is separable from its intermediate part.

4. 发明专利

JP2002161698A JOINT STRUCTURE OF SEGMENT 失效
公开(公告)号：JP2002161698A
公开(公告)日：2002-06-04
申请号：JP2000357560
申请日：2000-11-24
申请人： NISHIMATSU CONSTR CO LTD , NIPPON KOKAN LIGHT STEEL KK , NIPPON KOKAN PIPE FITTING MFG
发明人： KOBAYASHI MASANORI , WATANABE TORU , MITO KENJI , ARAI NORIYUKI , OE IKUO , NOMOTO MASAAKI , NAGAOKA SHOGO , HASEGAWA HOZUMI , SAKATA KAZUYA , NAKAJIMA MASAMI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of segments capable of being inserted even if the axial centers of male and female type joint members are slightly slipped each other and eliminating ricketiness after the insertion. SOLUTION: The male type joint member 2 embedded in an entrance side of the segment 1B to be built up integrally projects a connecting axis body 4 having a plurality of grooves 5 on the circumference of the front end of an entrance side to a male joint body 3. The female type joint member 14 embedded in a face side of the segment 1A built up in advance bores a receiving hole 18 for receiving the connecting axis body 4 in a female joint body 15, and a taper section 20 narrowed outward is formed inside of the receiving hole 18. An inner race 13 formed in the shape of a conic cylinder having the same gradient as that of the taper section is fitted into the inside of the taper section 20 in a slidable manner in the direction of the axis and, at the same time, the expansible diameter formable lock ring 16 fitted into the grooves 5 of the connecting axis body 4 and the elastic formable backup ring 17 pushing the lock ring 16 against the inner race 13 are stored in the inner part deeper than the taper section.

5. 发明专利

JP2002106292A JOINT MEMBER 失效
公开(公告)号：JP2002106292A
公开(公告)日：2002-04-10
申请号：JP2000303706
申请日：2000-10-03
申请人： NISHIMATSU CONSTR CO LTD
发明人： NOMOTO MASAAKI , WATANABE TORU , KOBAYASHI MASANORI , ISO HARUO , ARAI NORIYUKI , HOSOKAWA KATSUMI
IPC分类号： E21D11/04 , E04B1/48 , E04B1/61
摘要： PROBLEM TO BE SOLVED: To provide a joint member that is improved in workability and is reduced in cost for interconnecting structures and segment rings used as a tunnel lining material. SOLUTION: The joint member 10 comprises a male joint 20 partly protruded from one segment 1 and a female joint 30 arranged in the other segment. The male joint has a head portion 21 tapering toward the tip. The female joint comprises elastically deformable plate elements 32 and hooking portions 32a protruding inward from the tips of the plate elements so as to hook on the bottom of the male joint when the head portion of the male joint is inserted therein. The male joint and the female joint have relatively simple structures to hold the manufacturing cost of the joint member small. An insertion of the male joint in the female joint finishes a join of structures to facilitate construction work.

6. 发明专利

JP2000096976A VERTICAL SHAFT CONSTRUCTING METHOD 失效
公开(公告)号：JP2000096976A
公开(公告)日：2000-04-04
申请号：JP27185498
申请日：1998-09-25
申请人： NISHIMATSU CONSTR CO LTD
发明人： NISHI TAMOTSU , ITO TADAHIKO , HIRANO SHUNICHI , DOBASHI YOSHITERU , KOBAYASHI MASANORI
IPC分类号： E21D5/01 , E21D5/04
摘要： PROBLEM TO BE SOLVED: To provide a vertical shaft constructing method that can reduce cost and term of works for construction while preventing troubles such as boiling of sand or heaving of ground even though the depth of embedment is set short. SOLUTION: The vertical shaft excavating method is such that a ditch 2 is constructed with the inside of an earth retaining wall 1 provided under the ground excavated by underwater excavation to a specified depth and after that, a bottom board 41 for a vertical shaft is provided at the bottom of the ditch 2 and a side wall for the vertical shaft is provided at the inner circumference of the earth retaining wall 1 respectively by underwater work. After the ditch 2 is constructed, a plurality of cylindrical precast segment rings are connected with one another in the vertical direction and at least a part of the inner circumferential part 32 of the side wall is constructed under water before discharging water collecting in the ditch 2. Then, at least a part of the outer circumferential part 35 of the side wall is constructed under water with concrete placed into a gap between the earth retaining wall 1 and at least a part of the inner circumferential part 32, and thereby at least a part of the side wall is constructed under water. After that, the bottom board 41 is constructed under water and water inside the side wall is discharged.

7. 发明专利

JPH11350736A ANCHORAGE METHOD OF TENDON IN POST-TENSION METHOD, TENDON ANCHORAGE TOOL USED FOR THE POST-TENSION METHOD AND SPACER FOR TENDON ANCHORAGE TOOL 失效
公开(公告)号：JPH11350736A
公开(公告)日：1999-12-21
申请号：JP16245198
申请日：1998-06-10
申请人： NISHIMATSU CONSTR CO LTD , ABEKOGYOSHO CO LTD , UBE NITTO KASEI CO
发明人： NISHI TAMOTSU , KOBAYASHI MASANORI , ITO TADAHIKO , MINATO YASUHIRO
IPC分类号： E04G21/12 , B28B23/04
摘要： PROBLEM TO BE SOLVED: To provide the anchorage method of a tendon in a post-tension method, a tendon anchorage tool used for the post-tension method and a spacer for the tendon anchorage tool enabling cost reduction and improvement of workability. SOLUTION: A sheath 1 for inserting a tendon 5 is disposed in the inside of concrete 4, and concrete 4 is placed so that at least one end of the sheath 1 is disposed on the end of the concrete 4. After one end of the tendon 5 is fixed on the other end of the inside of the sheath 1 after concrete hardening, the tendon 5 is fixed in the inside of the sheath 1 by a anchorage material 14 in a state where tightening force is given to the tendon 5. An anchorage material 34 is injected and hardened on a tendon anchorage tool 21 in a state where tendons 31,... are inserted in a tendon anchorage tool 21 after hardening of concrete 25 by means of the tendon anchorage tool 21 formed in the form of a cylinder having a taper, the tendons 31,... are fixed on the tendon anchorage tool 21.

8. 发明专利

JP2003336480A Construction of branch tunnel 审中-公开
标题翻译：分支隧道施工
公开(公告)号：JP2003336480A
公开(公告)日：2003-11-28
申请号：JP2002144793
申请日：2002-05-20
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： YAMANE ATSUSHI , TAKASUKA YOICHI , WATANABE TORU , ISO HARUO , KOBAYASHI MASANORI , ARAI NORIYUKI , HOSOKAWA KATSUMI , NOMOTO MASAAKI , MITO KENJI , SOGA SEII , YAMAUCHI SATORU , OE IKUO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a branch tunnel easily dividing and cutting a concrete part by a shield machine and suppressing the generation of vibration and sound. SOLUTION: A plurality of sheath tubes 9a, etc., and 9b, etc., are provided along the circumferential and axial directions of a main tunnel 1 in its inside, and a branch segment part 2 provided with a plain concrete part 7 with prestressed steel products 10, etc., inserted in the circumferential sheath tubes 9a, etc., respectively is assembled as a part of the main tunnel 1. Then, the steel products 10, etc., are pulled out from the circumferential sheath tubes 9a, etc., static crush agent is filled with the circumferential and the axial sheath tubes 9a, etc., and 9b, etc., and crack is introduced in the plain concrete part 7 by the swelling pressure of the static crush agent. Then, the branch tunnel is constructed by cutting it by the shield machine 3 using the plain concrete part 7 as a starting shaft. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种分支隧道的施工方法，其通过屏蔽机械容易地分割和切割混凝土部件，并抑制振动和声音的产生。解决方案：沿着主通道1的内部的周向和轴向设置有多个护套管9a等和9b等，以及分支段部分2，其设置有普通混凝土部件如图7所示，分别插入在周向鞘管9a等中的预应力钢制品10等作为主通道1的一部分组装。然后，将钢制品10等从周向护套管9a等，静电粉碎剂填充有圆周和轴向鞘管9a等和9b等，并且裂纹通过静电粉碎剂的溶胀压力引入普通混凝土部分7中。然后，通过使用平面混凝土部件7作为起动轴的屏蔽机3切割分支通道。版权所有（C）2004，JPO

9. 发明专利

JP2003247391A PROPELLING MACHINE AND PIPE JACKING METHOD 审中-公开
公开(公告)号：JP2003247391A
公开(公告)日：2003-09-05
申请号：JP2002049690
申请日：2002-02-26
申请人： NISHIMATSU CONSTR CO LTD , KIDOH CONSTRUCTION CO LTD
发明人： NOMOTO MASAAKI , WATANABE TORU , ISO HARUO , KOBAYASHI MASANORI , ARAI NORIYUKI , HOSOKAWA KATSUMI , NAKANO MASAAKI
IPC分类号： E21D9/06 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide a propelling machine which facilitates excavation work in a starting shaft and recovery of the machine per se, and is prevented from application of a large load thereon in a direction opposite to a propelling direction, and to provide a pipe jacking method using the propelling machine. SOLUTION: The propelling machine 10 is formed of an excavating section 1, an inner barrel 2, an outer barrel 3, a propelling jack 4, and a connecting member 5. The excavating section 1 can excavate a range outside a cross section of the outer barrel 3. When the excavating section 1 together with the inner barrel 2 is drawn toward an embedded pipe P, it is located inside the embedded pipe P. COPYRIGHT: (C)2003,JPO

10. 发明专利

JP2003064997A Pipe jacking method 审中-公开
标题翻译：管道封堵方法
公开(公告)号：JP2003064997A
公开(公告)日：2003-03-05
申请号：JP2001253075
申请日：2001-08-23
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： WATANABE TORU , ISO HARUO , KOBAYASHI MASANORI , ARAI NORIYUKI , HOSOKAWA KATSUMI , NOMOTO MASAAKI
IPC分类号： E21D9/06 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To economically reduce burden on working without need of connection of a membrane material storing pipe by supplying a membrane through the inside of the pipe and facilitating connection working of the membrane in a pipe jacking method.
SOLUTION: A shield machine 1 excavating a hole in ground 13 is provided with an annular membrane material storing part 6 on a rear end, and a membrane roll 10A winding a sheet-like membrane 10 in the form of a roll is stored in the membrane material storing part along a peripheral direction. The membrane 10 has a width of the substantially same length as the outside diameter of a buried pipe 20, and a fastener is formed on both sides along the longitudinal direction. One end of the membrane 10 is fixed on an excavation start end 16 of the ground 13. The membrane 10 is put along the circumference of the pipe 20 while it is pulled from the membrane storing part 6 by advance of the shield machine 1 by pushing of the pipe 20 to the hole, and at the same time, a chuck 11b is drawn with a string 12 by the shield machine 1 to close the fastener so as to close both side parts of the membrane 10.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了经济地减轻工作负担，而不需要通过从管道内部供应膜并且便于以顶管方式连接膜的方式连接膜材料储存管。解决方案：在地面13上挖孔的屏蔽机1在后端设置有环状膜材料收纳部6，将卷绕有薄片状薄膜10卷绕成卷状的膜卷10A储存在膜材料存储部分沿着周向方向。膜10具有与埋管20的外径大致相同长度的宽度，并且紧固件沿纵向方向形成在两侧。膜10的一端固定在地面13的挖掘开始端16上。膜10沿着管20的周边放置，同时通过推动屏蔽机1的前进从膜存储部6拉出并且同时用屏蔽机1用串12拉出卡盘11b，以闭合紧固件，从而封闭隔膜10的两侧部分。

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