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1. 发明专利

JP2003064982A Shield machine starting method 审中-公开
标题翻译：屏蔽机起动方法
公开(公告)号：JP2003064982A
公开(公告)日：2003-03-05
申请号：JP2001260132
申请日：2001-08-29
申请人： Geostr Corp , Komatsu Ltd , Kumagai Gumi Co Ltd , Ohbayashi Corp , Sato Kogyo Co Ltd , Tokyoto Gesuido Service Kk , ジオスター株式会社 , 佐藤工業株式会社 , 東京都下水道サービス株式会社 , 株式会社大林組 , 株式会社小松製作所 , 株式会社熊谷組
发明人： KOMATSUBARA OSAYOSHI , YAKITA SHINJI , TANAKA HIROKAZU , MORIYA YOICHI , KANEZAKI NOBUO , TANAKA HIDEKI , KATSUNUMA KIYOSHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine starting method which can correctly start a shield machine in a predetermined direction under conditions where the shield machine is divided into a plurality of trunk portions and they are sequentially input in a shaft to be started.
SOLUTION: When the shield machine is divided into a front trunk portion, an intermediate trunk portion, and a rear trunk portion, and the trunk portions are sequentially input in the shaft to be assembled and started, propelling jacks 3 are set such that bottoms 3a thereof are set on the side of the front trunk 11 or a divided shield 14. Then, a reaction wall 42 is pressed directly or via a strut 5 by rods 3b of the propelling jacks 3, to thereby propel the front trunk portion 11 or the divided shield 14.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种屏蔽机启动方法，该屏蔽机启动方法能够在屏蔽机被分成多个主干部分并且顺序地输入到待启动的轴的条件下沿预定方向正确启动屏蔽机。解决方案：当屏蔽机被分为前主干部分，中间主干部分和后主干部分，并且主干部分依次输入到待组装和启动的轴中时，推进千斤顶3设置成底部3a 设置在前行李箱11的一侧或分隔的防护罩14上。然后，反作用壁42直接地通过支柱5被推进推杆3的杆3b推压，从而推进前主干部分11或分屏14。

2. 发明专利

JP2005194809A Method of connecting branch pipe with underground main pipe 审中-公开
标题翻译：分支管与地下主管连接的方法
公开(公告)号：JP2005194809A
公开(公告)日：2005-07-21
申请号：JP2004003744
申请日：2004-01-09
申请人： Geostr Corp , Komatsu Ltd , Kumagai Gumi Co Ltd , Ohbayashi Corp , Sato Kogyo Co Ltd , ジオスター株式会社 , 佐藤工業株式会社 , 株式会社大林組 , 株式会社小松製作所 , 株式会社熊谷組
发明人： TAKEDA KUNIO , MORIYA YOICHI , IZAWA MASAYOSHI , KATSUNUMA KIYOSHI , KIDO YOSHIKAZU , TANAKA HIDEKI , HAYAKAWA JUNICHI
IPC分类号： E21D9/06 , F16L1/024
摘要： PROBLEM TO BE SOLVED: To greatly reduce danger in work under an inferior environment or work in oxygen deficiency. SOLUTION: The method of connecting a branch pipe 12 with a main pipe 10 for sewerage during use through an opening 14 formed on a side wall of the main pipe 10 comprises a step of forming an outer pipe 16 covering an outer periphery of the opening 14 forming part by advancing and excavating of a jacking machine, a step of leaving the outer pipe 16 and recovering the jacking machine after a top end of the outer pipe 16 reaches an outer peripheral surface of the main pipe 10 and then forming an annular reinforcing part 40 on the outer periphery of the opening 14 forming part in the outer pipe 16, and a step of installing the branch pipe 12 after forming the opening 14 by removing the side wall of the main pipe 10. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：大大降低恶劣环境下的工作危险或缺氧。解决方案：通过形成在主管10的侧壁上的开口14，将分支管12与用于污水的主管10连接的方法包括形成覆盖主管10的外周的外管16的步骤开口部14通过推进挖掘上升机构成部分，在外管16的顶端到达主管10的外周面之后离开外管16并回收上升机的步骤，然后形成在外管16中形成部分的开口14的外周上的环形加强部40，以及通过去除主管10的侧壁而在形成开口14之后安装分支管12.步骤：（C）2005，JPO＆NCIPI

3. 发明专利

JP2004183419A Construction device for shield tunnel 有权
公开(公告)号：JP2004183419A
公开(公告)日：2004-07-02
申请号：JP2002354688
申请日：2002-12-06
申请人： Geostr Corp , Komatsu Ltd , Kumagai Gumi Co Ltd , Ohbayashi Corp , Sato Kogyo Co Ltd , ジオスター株式会社 , 佐藤工業株式会社 , 株式会社大林組 , 株式会社小松製作所 , 株式会社熊谷組
发明人： MURAYAMA KENYA , KIMURA HIROTAKA , TAKEDA KUNIO , MORIYA YOICHI , OTA MASASHI , KATSUNUMA KIYOSHI , SEKIYAMA NAOKI , SHINTAKU AKIJI , KIDO YOSHIKAZU , MASUZAWA SHINJI , HAYAKAWA JUNICHI , TANAKA HIDEKI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To improve construction cycles, and use the size of a economically advantageous segment piece.
SOLUTION: A construction device comprises a shield machine 10 arranged on the edge, subsequent trucks 24a-24e mounting various subsequent facilities, an erector 23 circularly assembling a curved plate segment piece 22, and a segment conveying device 30. The conveying device 30 comprises a segment supply part 31 installed between the subsequent truck 24a and the shield machine 10 and supplying the piece 22 to the erector 23, and a roller conveyor unit 32 installed on the upper side of the subsequent trucks 24a-24e installing the subsequent facilities on the lower side respectively. The piece 22 is conveyed with the conveying device 30 in the state that an inter-ring joint face 22a is directed in the excavation direction of the shield machine 10.
COPYRIGHT: (C)2004,JPO&NCIPI

4. 发明专利

JP2002004800A CARRYING SYSTEM IN TUNNEL 失效
公开(公告)号：JP2002004800A
公开(公告)日：2002-01-09
申请号：JP2000189984
申请日：2000-06-23
申请人： KOMATSU MFG CO LTD , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , OHBAYASHI CORP , SATO KOGYO , GEOSTR CORP
发明人： TAKAHASHI YOSHIFUMI , YAMAMOTO MASAHIKO , TAKEDA KUNIO , KIRITANI YOSHIHARU , SASAKI NORIYUKI , TANAKA HIDEKI , KATSUNUMA KIYOSHI , KIKUCHI YUKIO , KUBO HIROSHI
IPC分类号： E21D11/40 , E21F13/02
摘要： PROBLEM TO BE SOLVED: To provide a carrying system in tunnel, which permits to run car, bodies easily and smoothly by mechanically and automatically controlling the direction of the car bodies with a simple construction when running on a curved floor in the tunnel. SOLUTION: This carrying system runs using a gutter portion (4) formed on a running floor surface (3) of running wheels (23) inside the tunnel (1), and this carrying system (20) inside the tunnel (1) carries materials, excavated soils and others; and guide rollers (25) more than two rotate along the side wall surface of the gutter portion (4) and are installed to an axle shaft portion (22) installed in a freely rotatable manner around a vertical axis through supporting members (24) in a deviated manner at least to either one in front or rear of the carrying direction. When the carrying system (20) runs on a gutter portion (4) bent to a curved shape, the direction of the wheels (23) is automatically corrected so as to align with the running direction of the guide roller (25), and the guide roller (25) and the wheel (23) rotate in the same direction each other. Following the movement of the guide roller (25), the wheel (23) is automatically steered in the carrying direction along the gutter portion (4).

5. 发明专利

JP2002004764A SHIELD MACHINE AND ITS TEMPORARY PIPE JACKING METHOD 失效
公开(公告)号：JP2002004764A
公开(公告)日：2002-01-09
申请号：JP2000189571
申请日：2000-06-23
申请人： KOMATSU MFG CO LTD , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , OHBAYASHI CORP , SATO KOGYO , GEOSTR CORP
发明人： TAKAHASHI YOSHIFUMI , YAMAMOTO MASAHIKO , TAKEDA KUNIO , KIRITANI YOSHIHARU , SASAKI NORIYUKI , TANAKA HIDEKI , KATSUNUMA KIYOSHI , KIKUCHI YUKIO
IPC分类号： E21D9/06 , F16L1/024
摘要： PROBLEM TO BE SOLVED: To provide a shield machine, by which a starting shaft can be contracted by removing an ancillary facility such as a main pushing jack and a machine body is compacted, while providing the temporary pipe jacking method of the shield machine, by which the curved execution of works can be facilitated and smoothed. SOLUTION: Various equipments 13, 14 or the like installed into each split drum section 52-54 are unitized and shield-machine length is shortened and the shield machine can be bent in small curvature. When the split drum sections 52-54 are pipe-jacked from the shaft 22 to a ground, the preceding split drum section 52 carried into the shaft is penetrated into soil by the thrust of a jack 55 for temporary pipe jacking for the split drum section 52, the next split drum section 53 is carried in and connected at the rear end of the split drum section 52 and pipe-jacked by the jack 55 for the temporary pipe jacking for the split drum section 53, and the process is repeated successively. Construction cost by the construction of the shaft can be reduced while the whole term of works can be shortened.

6. 发明专利

JP2002004796A CARRYING SYSTEM IN TUNNEL AND LOAD CARRY OUT AND CARRY IN METHOD 失效
公开(公告)号：JP2002004796A
公开(公告)日：2002-01-09
申请号：JP2000189572
申请日：2000-06-23
申请人： KOMATSU MFG CO LTD , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , OHBAYASHI CORP , SATO KOGYO , GEOSTR CORP
发明人： TAKAHASHI YOSHIFUMI , YAMAMOTO MASAHIKO , TAKEDA KUNIO , KIRITANI YOSHIHARU , SASAKI NORIYUKI , TANAKA HIDEKI , KATSUNUMA KIYOSHI , KIKUCHI YUKIO , KUBO HIROSHI
IPC分类号： E21D9/12 , E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a load carry out and carry in method by decreasing waiting spaces or carry out and carry in regions for various carriages for loads, permitting to reduce the opening of starting vertical shaft and realizing the smooth and efficient execution of loading and carrying out and in for various kinds of carriages. SOLUTION: This is a carrying system in a tunnel by using a carrying system in the tunnel by a carrying and moving with round trip on a single running way laid in the tunnel between a single run way and a starting vertical shaft, a tow car is located between a plurality of segment carriages 70 connected in one row in a detachable manner at the facing side, a plurality of muck carry out carriages 80 are connected together in one row in a detachable manner at the portal side in the train configuration, the vertical shaft has an opening capable of carrying out and in the tow car, segment carriage and muck carry out carriage for each car, and the opening has at least a backspace region of the tow car and a segment loading region for one segment carriage of the last rail connected to the front surface of the tow car in a state where all muck carrying carriages have been carried out from the vertical shaft.

7. 发明专利

JP2002295197A SEGMENT GAP ADJUSTING DEVICE OF SHIELD MACHINE 失效
公开(公告)号：JP2002295197A
公开(公告)日：2002-10-09
申请号：JP2001103714
申请日：2001-04-02
申请人： KOMATSU MFG CO LTD , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , OHBAYASHI CORP , SATO KOGYO , GEOSTR CORP
发明人： HOSODA KAZUKI , TOMIYAMA YASUSHIGE , KATSUNUMA KIYOSHI , KIKUCHI YUKIO , HATTORI KOICHI , YAKITA SHINJI , MORIYA YOICHI , UEDA HISATERU , KANEZAKI NOBUO , TANAKA HIDEKI , YOKOTA MASAKAZU
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a structurally simple segment gap adjusting device of a shield machine, which enables assembly of a segment to be easily and efficiently carried out by preventing mutual interference between the existing segment and the segment built into a last part of a segment ring. SOLUTION: A front end of a cylindrical casing is pivoted on one end of a segment end expanding/contracting cylinder 21 which expands/contracts in a radial direction of a tunnel, and a back end of the cylindrical casing is supported on a shield body 1 so as to be freely swingable over a prescribed distance in the radial direction of the tunnel via a trunnion coupling part. A segment end holding cylinder 23 inside the cylindrical casing 22 is extended to make free ends of the opposed segments S held from above and below by a holding member 24. Consequently, an end of an upper segment, which falls for contraction in an inside direction of the tunnel due to self-weight, can be expanded in the radial direction of the tunnel, and an end of the other upper segment, which falls in an outside direction of the tunnel due to self-weight, can be made smaller in diameter in the radial direction of the tunnel.

8. 发明专利

JP2002295196A SEGMENT ERECTOR DEVICE 失效
公开(公告)号：JP2002295196A
公开(公告)日：2002-10-09
申请号：JP2001103713
申请日：2001-04-02
申请人： KOMATSU MFG CO LTD , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , OHBAYASHI CORP , SATO KOGYO , GEOSTR CORP
发明人： HOSODA KAZUKI , TOMIYAMA YASUSHIGE , KATSUNUMA KIYOSHI , KIKUCHI YUKIO , HATTORI KOICHI , YAMAMORI NORIYASU , MORIYA YOICHI , UEDA HISATERU , SEKIMOTO NOBORU , TANAKA HIDEKI , YOKOTA MASAKAZU
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment erector device which allows operations for conveying and assembling various types of segments to be smoothly and efficiently conducted without reference to the shape and height of a tunnel pit or the shape and number of division of the segment not only by bringing about simplification and downsizing of a structure but also by enabling miniaturization of the device. SOLUTION: An operating means (9) provided in a revolving superstructure (3a) is composed of a composite operating mechanism constituted by combining a link driving cylinder (12), a parallel link mechanism (13) which is coupled to the cylinder (12) and can move up and down, and an ascent/descent cylinder (11) which is coupled to the mechanism (13) and can move up and down independently of the mechanism (13). A central axis (1) of revolution of the revolving superstructure (3a) can be disposed in such a manner as to be deflected upward with respect to a central axis (1') of a tunnel, so as to enable securement of a lower space of the revolving superstructure (3a), which has the largest space required during the holding and assembly of the segment, and enable securement of a segment holding space, which is the smallest space required for the assembly of the segment, above the revolving superstructure (3a).

9. 发明专利

JP2001288992A SEGMENT RING FOR SHIELD CONSTRUCTION WORK, SEGMENT AND INTER-RING JOINT 失效
公开(公告)号：JP2001288992A
公开(公告)日：2001-10-19
申请号：JP2001016046
申请日：2001-01-24
申请人： GEOSTR CORP , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , OHBAYASHI CORP , SATO KOGYO , KOMATSU MFG CO LTD
发明人： TAKAHASHI YOSHIFUMI , YAMAMOTO MASAHIKO , TAKEDA KUNIO , KIRITANI YOSHIHARU , KATSUNUMA KIYOSHI , SASAKI NORIYUKI , TANAKA HIDEKI
IPC分类号： E21D11/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To decrease the fill of a back-filling material by reducing a clearance with a ground in the case of setting, to apply a segment for shield construction works even to a shield tunnel having a large diameter and to omit the laying and removal works of a rail for a truck for transportation and the mounting and removal works of an air duct or the like in the segment. SOLUTION: The ring for lining is divided into four divisions or five divisions or more in the circumferential direction, one segment is used as a key segment 5, the segment 5 and an adjacent segment 4 are abutted on mutual slopes 11 inclined in the tunnel axial direction and joined rigidly by connecting fittings 12, these segments are joined by hinge structures 10, a 3 hinge structure is formed, and the key segment 5 can be inserted and installed to the preset segments 2-4 from the tunnel axial direction. A space 33 utilized for a traveling guide groove 31 for the truck for transportation and the air duct or the like is formed to an invert segment 2 in a bottom section.

10. 发明专利

JP2007120200A Concrete sound absorbing structure 审中-公开
标题翻译：混凝土吸声结构
公开(公告)号：JP2007120200A
公开(公告)日：2007-05-17
申请号：JP2005315512
申请日：2005-10-29
申请人： Gaeart Tk:Kk , Geostr Corp , Kumagai Gumi Co Ltd , ジオスター株式会社 , 株式会社ガイアートT・K , 株式会社熊谷組
发明人： WAKAYAMA HIROYASU , ITO AKIHIKO , GOTO HIROYUKI , OWAKI MASANAO , KONDO SEIICHI , TANAKA HIDEKI , HOSHINA NORIKO , NAKATANI IKUO
IPC分类号： E01F8/00 , C04B18/14 , C04B28/02 , G10K11/16
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a concrete sound absorbing structure at a low cost, which exhibits a high sound absorption coefficient, excellently absorbs noise having a frequency that falls in the range of a main frequency band of traffic noise, and facilitates mounting work thereof. SOLUTION: According to the concrete sound absorbing structure, a porous concrete panel 30 is mounted on a concrete wall body 20. The porous concrete panel 30 has a plurality of mounting fittings 31 embedded therein such that their distal ends protrude to a rear surface of the porous concrete, while the wall body 20 has insertion holes 21 formed therein at locations corresponding to the mounting fittings 31 embedded in the porous concrete panel 30, such that the mounting fittings 31 are loosely insertable in the insertion holes 21. Further the wall body 20 has a recess 22 in which the porous concrete panel 30 is embedded, such that a front surface of the porous concrete panel 30 is almost flush with a front surface of the wall body 20 when the porous concrete panel 30 is bonded to the wall body 20 by means of an adhesive. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了以低成本提供具有高吸声系数的混凝土吸声结构，能够良好地吸收具有落在交通噪声的主频带范围内的频率的噪声，并且便于安装工作。解决方案：根据具体的吸音结构，将多孔混凝土面板30安装在混凝土墙体20上。多孔混凝土面板30具有嵌入其中的多个安装配件31，使得其远端突出到后部多孔混凝土的表面，而壁体20在其中形成有插入孔21中的位置，该位置对应于嵌入多孔混凝土面板30中的安装配件31，使得安装配件31可松动地插入到插入孔21中。此外，壁体20具有嵌入多孔混凝土面板30的凹部22，使多孔混凝土面板30的前表面与多孔混凝土面板30的前表面几乎与壁体20的前表面平齐时，壁体20通过粘合剂。版权所有（C）2007，JPO＆INPIT

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