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1. 发明专利

JP2005133521A Construction method of underground structure and its device 有权
标题翻译：地下结构及其装置的施工方法
公开(公告)号：JP2005133521A
公开(公告)日：2005-05-26
申请号：JP2003403783
申请日：2003-10-28
申请人： East Japan Railway Co , Nippon Keemoo Koji Kk , 日本ケーモー工事株式会社 , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , SHIMIZU MITSURU , WATANABE AKIYUKI , NISHIJIMA KAZUO , KURISU MOTOAKI , SUZUKI TAKEJI , SHU SHINJI
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an underground structure capable of aiming at work comparatively shortening a width of a railway track (or a road), reducing a construction period of time and accomplishing the work even if an arrival shaft can't be installed. SOLUTION: The front end of a propulsion member for preventing the deformation damage of an element is connected to an edge, the element is inserted in the propulsion member from the outside to connect the front end of the element to the edge, an auger is inserted into the inside of the propulsion member, the rear end of a shaft of the auger is connected to a power source, at the same time, the rear end of the propulsion member is also connected to the power source to drive the propulsion member toward the arrival shaft from a starting shaft, and after the element has arrived at the arrival shaft, the auger and the propulsion member are pulled out from the element, the same procedure is repeated to construct an upper floor slab, and then, the construction method of the underground structure constituted of the construction of a side wall section by repeating the same procedure and a device executing the construction method are provided. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地下结构的施工方法，其能够相对缩短铁路轨道（或道路）的宽度，减少施工时间并完成工作，即使到达轴无法安装。解决方案：用于防止元件的变形损坏的推进构件的前端连接到边缘，元件从外部插入到推进构件中，以将元件的前端连接到边缘，螺旋推入部件插入到推进件的内部，螺旋钻的轴的后端连接到动力源，同时推进件的后端也连接到动力源以驱动推进构件从启动轴朝向到达轴，并且在元件到达到达轴之后，将螺旋推运器和推进构件从元件中拉出，重复相同的过程以构造上层楼板，然后，提供了通过重复相同程序构建侧壁部分的地下结构的施工方法和执行施工方法的装置。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JPH01239294A CUTTING EDGE UNIT FOR BURYING RECTANGULAR BEAM 失效
公开(公告)号：JPH01239294A
公开(公告)日：1989-09-25
申请号：JP21417787
申请日：1987-08-29
申请人： NIPPON KEEMOO KOJI KK
发明人： MATSUBARA KAZUNARI
IPC分类号： E21D9/06 , E21D9/08 , E21D9/087
摘要： PURPOSE:To contrive the reduction of a term of works by providing screw cutters, which scrape excavated earth and sand to the center, to be linked in a box-shaped body, opening its front and rear, crossing at a right angle with a screw auger and rotating the screw cutters so as to excavate the earth and sand in the front. CONSTITUTION:A gear box 2 is arranged crossing at a right angle with the axial line of a screw auger 13 in the inside front half of a cutting edge unit 1, and it provides screw cutters 3, 3', 4, 4' to be vertically arranged in two steps between both side walls of the box 2 and both side walls of the cutting edge unit 1. While the cutters 3, 3' and the cutters 4, 4' form right and left helical blades respectively in a different helical direction. Rotating the auger 13 while the cutters 3, 4, front surface earth and sand are excavated, raked to the central part and focused to a central opening 11a, and a concrete beam 15 is forced to be placed in the ground while discharging the excavated earth and sand from the auger 13 into a starting vertical shaft. Accordingly, working period can be reduced.

3. 发明专利

JPH06307183A SUBBASE COURSE TRANSVERSE CONSTRUCTION 失效
公开(公告)号：JPH06307183A
公开(公告)日：1994-11-01
申请号：JP12212893
申请日：1993-04-27
申请人： HIGASHI NIPPON RYOKAKU TETSUDO , J R HIGASHI NIPPON CONSULTANTS , ORIENTAL KENSETSU KK , NIPPON KEEMOO KOJI KK
发明人： ISHIBASHI TADAYOSHI , KURIHARA HIROYUKI , TAKATO HIROSHI , TEZUKA MASAMICHI , IMAI AKIFUMI
IPC分类号： E21D9/04
摘要： PURPOSE:To reinforce strength of a joint section between PC roof girders of the ceiling section and PC roof girders of the side wall section in a subbase course transverse construction with a simple means. CONSTITUTION:A hollow and upper steel box girder 3 is placed to a cross section between a plurality of PC roof girders 1 of the ceiling section and a plurality of PC roof girders 2 of the side wall section, and reinforcing bars 14 arranged to the inside of the upper steel box girder 3 are connected to an upper interlocking metal fixture 5 joined to an upper horizontally clamped PC steel material 7 and an outside interlocking metal fixture 10 joined to an outside horizontally clamped PC steel material 12 in a horizontally clamped subbase course transverse construction. An elapsed hardening material 15 is filled in the upper steel box girder 3.

4. 发明专利

JPH0433960B2 失效
公开(公告)号：JPH0433960B2
公开(公告)日：1992-06-04
申请号：JP21417787
申请日：1987-08-29
申请人： NIPPON KEEMOO KOJI KK
发明人： MATSUBARA KAZUNARI
IPC分类号： E21D9/06 , E21D9/08 , E21D9/087

5. 发明专利

JPS5932639B2 JPS5932639B2 - 失效
公开(公告)号：JPS5932639B2
公开(公告)日：1984-08-09
申请号：JP17517580
申请日：1980-12-11
申请人： Nippon Keemoo Koji Kk , Orientaru Konkuriito Kk
发明人： OZAKA YOSHIO , YAMAZAKI AKIO , SUZUKI TAKEJI , MINE YOSHITAKE , SUZUKI MOTOHIKO
IPC分类号： E02D7/26 , E21D9/04 , E21D9/08

6. 发明专利

JP2007247327A Replacement member for construction of underground structure, underground structure, and its construction method 审中-公开
标题翻译：地下结构，地下结构及其施工方法的更换会员
公开(公告)号：JP2007247327A
公开(公告)日：2007-09-27
申请号：JP2006074583
申请日：2006-03-17
申请人： Nippon Keemoo Koji Kk , Oriental Construction Co Ltd , オリエンタル建設株式会社 , 日本ケーモー工事株式会社
发明人： KIYOHARA KATSUJI
IPC分类号： E21D9/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a supporting member for replacement which makes a lining element itself rationally thinner, and an underground structure using the supporting member.
SOLUTION: This replacement member for the construction of the underground structure which is used in the construction of the hollow underground structure is arranged in such a manner as to be connected to the rear part of an approximately rectangular leading pipe for holding an excavator and substituted for the leading pipe. The replacement member 23 is characterized by comprising the low-profile lining element 3, and a temporary support member 14 for supporting the lining element 3 so as to be approximately identical with the cross-sectional outside shape of the approximately rectangular leading pipe. In a construction method for the underground structure, the replacement member 23 is used and jacked into the ground so as to be substituted for the approximately rectangular leading pipe. The lining element 3 for the replacement member 23 for the construction of the underground structure is used in the underground structure.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种使衬垫元件本身更薄的更换用支撑构件，以及使用该支撑构件的地下结构。
解决方案：用于构造中空地下结构的地下结构的构造的替换构件被布置成连接到用于保持挖掘机的近似矩形的前导管的后部并代替前导管。替换构件23的特征在于包括低轮廓衬里元件3和用于支撑衬里元件3的临时支撑构件14，以与大致矩形的前导管的横截面外形大致相同。在地下结构的施工方法中，替换构件23被使用并且被覆盖到地面中，以代替近似矩形的前导管。在地下结构中使用用于构造地下结构的更换构件23的内衬元件3。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2007247285A Underground structure using wide lining element, and its construction method 审中-公开
标题翻译：使用宽内衬元件的地下结构及其施工方法
公开(公告)号：JP2007247285A
公开(公告)日：2007-09-27
申请号：JP2006073061
申请日：2006-03-16
申请人： Nippon Keemoo Koji Kk , Oriental Construction Co Ltd , オリエンタル建設株式会社 , 日本ケーモー工事株式会社
发明人： KIYOHARA KATSUJI
IPC分类号： E21D9/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide an underground structure using a wide lining element, and its construction method.
SOLUTION: In this underground structure in which the lining element is horizontally arranged between standard pipes 2, one sheet of the wide lining element 3 thinner than the outer shape of the standard pipe 2 is jacked and installed between the standard pipes 2 which are provided at an interval at corners. The construction method for the underground structure in which the lining element is arranged between the standard pipes is characterized in that one sheet of the wide lining element 3 thinner than the outer shape of the standard pipe is installed in such a manner as to be jacked between the standard pipes which are provided at the interval at the corners.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供使用宽衬里元件的地下结构及其施工方法。解决方案：在衬套元件水平布置在标准管2之间的这种地下结构中，比标准管2的外形更薄的一片宽衬里元件3被套叠并安装在标准管2之间在角落间隔设置。衬套元件布置在标准管之间的地下结构的施工方法的特征在于，比标准管的外形更薄的一片宽衬里元件3以这样的方式安装在在角落间隔设置的标准管道。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JPH07178571A PRESSURE WELDING DEVICE FOR LARGE-DIAMETER STEEL PIPE 失效
公开(公告)号：JPH07178571A
公开(公告)日：1995-07-18
申请号：JP32388693
申请日：1993-12-22
申请人： RAILWAY TECHNICAL RES INST , KYUSHU TETSUDO KIKI MFG , NIPPON KEEMOO KOJI KK
发明人： OISHIBASHI KOJI , KAMIYAMA KATSUYOSHI , TATSUMI MITSUMASA , AICHI TAKEO , MATSUI AKIRA , TAKAHASHI TSUTOMU
IPC分类号： B21D28/00 , B23K20/00 , B23K31/00 , B23K37/053
摘要： PURPOSE:To perform the connection of a large-diameter steel pipe with high efficiency and in a short time. CONSTITUTION:A fixed clamping table 3 is arranged by clamping at the outer periphery of the large-diameter steel pipe 1 on one side. A heating burner 7 which heats the terminal part to be press-welded of both large-diameter steel pipes 1, 2 is supported with the fixed clamping table 3. A movable clamping table 11 is arranged by clamping at the outer periphery of the large-diameter steel pipe 2 on the other side. A blade supporting frame 13 is arranged side by side on one side of the movable clamping table 11, and a cylinder supporting frame 15 is arranged side by side on an opposite side. A punching blade 14 which cuts the burr of the outer periphery of the parts to be press-welded of both large diameter steel pipes 1, 2 is supported with the blade supporting frame 13. Plural connection guide shafts 17 are pierced through the fixed clamping table 3, the blade supporting frame 13, the movable clamping table 11, and the cylinder supporting frame 15, and extraction preventing supporting bodies 18 are provided at both terminals of each connection guide shaft 17. A cylinder 16 for pressurization which varies a gap between the movable clamping table 11 and the cylinder supporting frame 15 is provided.

9. 发明专利

JPS5736298A Nikuatsukantainochikanshikiatsunyukoho 失效
公开(公告)号：JPS5736298A
公开(公告)日：1982-02-27
申请号：JP11106580
申请日：1980-08-14
申请人： Nippon Keemoo Koji Kk
发明人： YAMAZAKI AKIO
IPC分类号： E21D9/06 , E21D9/08

10. 发明专利

JP2006233683A Prestressed concrete roof girder, its press-fitting method, and structure crossing under base course using prestressed concrete roof girder 有权
标题翻译：预制混凝土屋顶扶手，其配套方法和结构使用预制混凝土屋顶基地在基础课程下的交叉
公开(公告)号：JP2006233683A
公开(公告)日：2006-09-07
申请号：JP2005052971
申请日：2005-02-28
申请人： Nippon Keemoo Koji Kk , Oriental Construction Co Ltd , オリエンタル建設株式会社 , 日本ケーモー工事株式会社
发明人： KIYOHARA KATSUJI , ITO KEISUKE
IPC分类号： E21D11/08 , E21D9/04 , E21D9/06 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide a rational structure and a rational construction method in the case of providing a structure crossing under a base course, with intermediate walls.
SOLUTION: This prestressed concrete roof girder has a pair of joint hardware at both side parts of a prestressed concrete roof girder body, and hollow parts communicating in the member longitudinal direction of the prestressed concrete roof girder body. A plurality of hollow parts 16 communicating in the member longitudinal direction are provided in parallel at spaces, and a partition wall part between the adjacent hollow parts 16 is a structural built-in girder 20.
COPYRIGHT: (C)2006,JPO&NCIPI

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