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1. 发明专利

JP2007023545A Entrance for start of jacking pipe, structure of entrance for start, and water cut-off construction method for entrance for start 有权
标题翻译：开始起动的入口，入口结构和启动的水切断构造方法
公开(公告)号：JP2007023545A
公开(公告)日：2007-02-01
申请号：JP2005204533
申请日：2005-07-13
申请人： Kajima Corp , Komatsu Underground Machinery Ltd , Taisei Corp , Tekken Constr Co Ltd , コマツ地下建機株式会社 , 大成建設株式会社 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： SHIRAI SHUNSUKE , KAMIO MASAHIRO , YOSHIKAWA TADASHI , HAYASHI NOBORU , IWASHITA ZENICHIRO , MIMURO KEIJI , ANDO TETSUTO , OGAWA FUSHI , MATSUI KENJI , EBARA HIROSHI , YAMAMOTO YOSHIHISA , SAITO HIROYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an entrance for start of a jacking pipe, a structure of the entrance for start, and a water cut-off construction method for the entrance for start for blocking a clearance among a start pit mouth, a drilling machine, and the jacking pipe securely to cut off water in the start pit mouth.
SOLUTION: The drilling machine 5 drills previously and a plurality of jacking pipes 6 drill from the start pit mouth 2 of the jacking pipe 6 after the drilling machine 5 by connecting them sequentially to construct an underground pipeline. This structure of the entrance for start is composed of an entrance pipe 3 in which the drilling machine 5 and the jacking pipe 6 can be inserted and a sealing member 4 composed of a plurality of wire brushes 4a attached to the inner periphery of the entrance pipe 3 like a ring. The sealing member 4 is attached so as to block a clearance a among the entrance pipe 3, the drilling machine 5, and the jacking pipe 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供起动管道的入口，起动入口的结构以及用于阻止起始坑口内的间隙的开始入口的停水施工方法，钻机和顶起管道可靠地切断起始坑口中的水。解决方案：钻孔机5先前进行钻孔，并且多个顶起管6在钻机5之后通过连接它们从顶起管6的起始坑口2钻出以构造地下管道。起动入口的这种结构由可以插入钻孔机5和起升管6的入口管3和由安装在入口管的内周上的多个线刷4a组成的密封构件4 3喜欢一个戒指密封构件4被安装成阻塞入口管3，钻孔机5和顶起管6之间的间隙a。（C）2007，JPO＆INPIT

2. 发明专利

JP2007023546A Entrance for arrival of jacking pipe, structure of entrance for arrival, and water cut-off construction method for entrance for arrival 有权
标题翻译：入口入境，入境结构和入境退休施工方法入境
公开(公告)号：JP2007023546A
公开(公告)日：2007-02-01
申请号：JP2005204534
申请日：2005-07-13
申请人： Kajima Corp , Komatsu Underground Machinery Ltd , Taisei Corp , Tekken Constr Co Ltd , コマツ地下建機株式会社 , 大成建設株式会社 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： SHIRAI SHUNSUKE , KAMIO MASAHIRO , YOSHIKAWA TADASHI , HAYASHI NOBORU , IWASHITA ZENICHIRO , MIMURO KEIJI , ANDO TETSUTO , OGAWA FUSHI , MATSUI KENJI , EBARA HIROSHI , YAMAMOTO YOSHIHISA , SAITO HIROYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To securely perform water cut-off handling in an arrival pit mouth of a jacking pipe and recover a drilling machine very safely.
SOLUTION: The entrance for arrival composed of an entrance pipe 3 formed to have bore for storing the drilling machine 6 and the jacking pipe 7, a stuffing member 4 attached to a mouth of the entrance pipe 3, and a filling pipe 5 buried in the direction of diameter of the entrance pipe in the stuffing member 4 is attached to the arrival pit mouth 2 of the jacking pipe 7. After the drilling machine 6 and the jacking pipe 7 cut the stuffing member 4 and the filling pipe 5 and arrive in the entrance pipe 3, a grouting material 8 for water cut-off is poured between the entrance pipe 3 and the jacking pipe 7 from the filling pipe 5.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了安全地在起重管道的到达坑口进行截水处理，并且非常安全地回收钻床。解决方案：由入口管3形成的入口入口构成为具有用于存储钻孔机6和顶起管7的孔，安装在入口管3的口部的填充构件4和填充管5 在填塞构件4的入口管的直径方向上埋设在顶起管7的到达坑口2处。在钻孔机6和顶起管7切割填充构件4和填充管5之后，到达入口管3时，从入口管3和入口管7之间，从灌装管5中注入一个用于截水的灌浆材料8.（C）2007，JPO＆INPIT

3. 发明专利

JP2006265894A Underground structure construction method and underground structure 审中-公开
标题翻译：地下结构施工方法和地下结构
公开(公告)号：JP2006265894A
公开(公告)日：2006-10-05
申请号：JP2005083689
申请日：2005-03-23
申请人： Taisei Corp , 大成建設株式会社
发明人： WATABE SHOICHI , MORITA TAIJI , OGAWA FUSHI , NISHIKAWA MITSURU , TOKIDA KAZUYA
IPC分类号： E21D9/04 , E02D29/045 , E21D9/01 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an underground structure construction method easily constructing an underground structure for revealing sufficient resistance force to external force, and also to provide an underground structure constructed by this construction method. SOLUTION: This underground structure construction method is characterized by including processes of: constructing a pair of headings 10 and 10 at a predetermined interval; forming a plurality of small cross-sectional tunnels 20, 20, etc. horizontally arranged in an arch shape in one heading 10 and the other heading 10 above and below the pair of headings 10 and 10 in a mutually close contact state in the longitudinal sectional direction of the heading 10; and excavating an area surrounded by the pair of headings 10 and 10 and the upper-lower small cross-sectional tunnels 20, 20, etc. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种容易构造地下结构的地下结构施工方法，用于露出对外力的足够的抵抗力，并且还提供通过该施工方法构造的地下结构。解决方案：该地下结构施工方法的特征在于包括以下步骤：以预定间隔构造一对标题10和10; 在纵向截面中以相互紧密接触的状态在一个行程10中形成水平布置成拱形的多个小横截面通道20,20等，并且一对标题10和10的上下方向标题10的方向; 并且挖掘由一对标题10和10以及上下小横截面隧道20,20等围绕的区域。（C）2007，JPO＆INPIT

4. 发明专利

JP2006070443A Element pipe and construction method for underground structure 有权
标题翻译：元素管道和地下结构施工方法
公开(公告)号：JP2006070443A
公开(公告)日：2006-03-16
申请号：JP2004251523
申请日：2004-08-31
申请人： Fujita Corp , Taisei Corp , 大成建設株式会社 , 株式会社フジタ
发明人： TOKIDA KAZUYA , MORITA TAIJI , UEDA KENRO , NISHIKAWA MITSURU , OGAWA FUSHI , WAKE TERUYUKI , FUJIMOTO NAOAKI , KISHI KOICHI
IPC分类号： E21D13/02 , E21D9/04 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To provide an element pipe which can easily adapt to a curved section, a construction error, etc. and which can suppress rolling, and a construction method for an underground structure using the element pipe.
SOLUTION: When a peripheral wall is formed in the ground 1, the element pipe 9 as a tubular body is arranged in each excavated hole 1a excavated by an excavator 6 along a position of the peripheral wall, and the adjacent element pipes 9 are connected to each other so as to form the peripheral wall of an annular body. The tubular body is the element pipe 9 which is brought into contact with the inside of the excavated hole 1a, where a groove part 90 with a concave cross section, opened to the outside, is formed in a first side surface, and where a pair of engaging brackets 9f and 9f is formed on a second side surface at an interval, almost equal to the width of the groove 90, in the state of protruding to the outside. The underground structure is constructed by using the plurality of element pipes 9 etc.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种容易适应弯曲部分，施工误差等并且可以抑制轧制的元件管，以及使用元件管的地下结构的施工方法。解决方案：当在地面1中形成周壁时，作为管状体的元件管9布置在沿着周壁的位置由挖掘机6挖掘的每个挖掘孔1a中，并且相邻的元件管9 彼此连接以形成环形体的周壁。管状体是与挖掘孔1a的内侧接触的元件管9，在第一侧面形成有向外侧开口的具有凹状截面的槽部90，接合支架9f和9f以在突出到外部的状态下以几乎等于凹槽90的宽度的间隔形成在第二侧表面上。地下结构通过使用多个元件管9等构成。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2006112065A Element pipe, bulkhead, and construction method for bulkhead 有权
标题翻译：元件管，大理石和大理石的施工方法
公开(公告)号：JP2006112065A
公开(公告)日：2006-04-27
申请号：JP2004298396
申请日：2004-10-13
申请人： Taisei Corp , 大成建設株式会社
发明人： TOKIDA KAZUYA , MORITA TAIJI , OGAWA FUSHI , NISHIKAWA MITSURU
IPC分类号： E21D13/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an element pipe which reduces structural waste, and which enables a bent section of a bulkhead to be easily formed.
SOLUTION: The element pipe 6 as a tubular body is arranged in each hole excavated along a position of the bulkhead by an excavator in the formation of the bulkhead 10 in the ground, and the bulkhead 10 is formed by connecting the adjacent element pipes 6 to each other. The tubular body is formed in such a shape as to have an almost trapezoidal cross section with opposed sides equipped with first and second inclined planes; an outward opened groove part 6 with a recess-shaped cross section is formed in the first inclined plane; and a pair of engaging brackets 6c and 6c is formed on the second inclined plane in an outward protruding shape at an interval almost equal in dimension to the width of the groove part 6a.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供减少结构废料的元件管，并且能够容易地形成隔板的弯曲部分。解决方案：作为管状体的元件管6被布置在通过挖掘机在隔板的位置处挖掘的每个孔中，以在地面中形成隔板10，并且隔壁10通过将相邻元件管道6彼此。管状体形成为具有几乎梯形的横截面，相对侧配备有第一和第二倾斜平面; 在第一倾斜面中形成具有凹状截面的向外开口的槽部6; 并且一对接合支架6c和6c以与槽部6a的宽度大致相等的间隔形成在第二倾斜平面上的向外突出形状。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2006336228A Construction method of underground space 审中-公开
标题翻译：地下空间构造方法
公开(公告)号：JP2006336228A
公开(公告)日：2006-12-14
申请号：JP2005159570
申请日：2005-05-31
申请人： Taisei Corp , 大成建設株式会社
发明人： OGAWA FUSHI , MORITA TAIJI , IWANO MASAHIRO , SHIMADA TOMOHIRO , SONOMURA SHUNICHI , WATABE SHOICHI
IPC分类号： E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an underground space capable of efficiently constructing the underground space of various scales and shapes, by applying a non-open-cut method.
SOLUTION: This construction method is composed of a first process of constructing an upper heading 1 extending in the horizontal direction in the ground and a lower heading 2 positioned under its heading and extending in the horizontal direction, a second process of constructing an intermediate heading 3 for communicating the upper heading 1 with the lower heading 2 and preparing water cut-off ground improvement bodies 4a, b and c on the outer periphery of the construction-expected underground space 10, a third process of preparing an upper cut-expanded part 5 around the upper heading while repeatedly carrying out excavation earth from the lower heading 2 via the intermediate heading 3 by excavating the ground around the upper heading from the inside of the upper heading 1, and a fourth process of constructing the underground space 10 composed of the upper cut-expanded part and a lower cut-expanded part by preparing the lower cut-expanded part 6 by excavating the lower ground from the upper cut-expanded part 5.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过应用非开放式方法来有效地构建各种尺度和形状的地下空间的地下空间的施工方法。解决方案：该施工方法由构造在地面上沿水平方向延伸的上标题1和位于其标题下方并沿水平方向延伸的下标题2的第一处理构成，第二处理构成用于将上标题1与下标题2通信的中间标题3，并且在施工预期的地下空间10的外周上制备截水地面改进体4a，b和c，扩展部分5围绕上部标题，同时通过中间标题3从下标题2重复地进行挖掘土，通过从上标题1的内部围绕上方挖掘地面，以及构建地下空间10的第四处理由上切割部分和下切割部分构成，通过从t挖掘下部地面来制备下切割扩展部分6 他上半部分扩大了第5部分。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006214141A Tunnel excavator 审中-公开
标题翻译：隧道挖掘机
公开(公告)号：JP2006214141A
公开(公告)日：2006-08-17
申请号：JP2005027311
申请日：2005-02-03
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： NAKANE TAKASHI , TOMIMATSU HIROAKI , TAKAMIZAWA KAZUO , SONOMURA SHUNICHI , OGAWA FUSHI
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a tunnel excavator capable of rotating a cutter at a high speed by suppressing heat generation of a sealing member for preventing the incursion of earth and sand or muddy water to the inside from the outside in the tunnel excavator excavating a tunnel by driving the cutter. SOLUTION: The tunnel excavator includes the body section 5, a rotary member 15 rotating around the predetermined rotational center shaft CLI for driving the cutter and, at the same time, having the circular ring-shaped surface on a predetermined radius with the rotational center shaft CLI as the rotational center and the circular ring-shaped surface opposed to the circular ring-shaped surface of the rotational member 15, the center of the circular ring-shaped surface is provided so as to locate on the rotational center shaft CLI, an intermediate member 31 rotating at a rotational angle speed slower than the rotational member 15 in the same direction as the rotational member 15 around the rotational center shaft CLI and the sealing member 41 sealing between the rotational member 15 and the intermediate member 31 are included. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过抑制密封构件的发热而能够高速旋转切割器的隧道式挖掘机，以防止从隧道外部侵入地砂砂或泥水到内部挖掘机通过驱动切割机挖掘隧道。解决方案：隧道挖掘机包括主体部分5，围绕用于驱动切割器的预定旋转中心轴CLI旋转的旋转构件15，同时具有预定半径的圆形环形表面作为旋转中心的旋转中心轴CLI和与旋转构件15的圆形环状表面相对的圆形环形表面，圆形环形表面的中心设置成位于旋转中心轴CLI上包括围绕旋转中心轴CLI以与旋转构件15相同的方向以比旋转构件15慢的旋转角度的旋转角度的中间构件31和在旋转构件15和中间构件31之间密封的密封构件41 。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2006177010A Fixing structure of flexible reinforcement 审中-公开
标题翻译：柔性加固的固定结构
公开(公告)号：JP2006177010A
公开(公告)日：2006-07-06
申请号：JP2004370464
申请日：2004-12-22
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI , WATABE SHOICHI , OGAWA FUSHI , NISHIKAWA MITSURU , TOKIDA KAZUYA
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a firmly integrable fixing structure of a flexible reinforcement by easily forming a sticking part in the middle of the flexible reinforcement.
SOLUTION: This fixing structure of the flexible reinforcement 1 is formed by arranging a plurality of sticking parts 5, etc. projecting in the substantially axially orthogonal direction at an interval in the shaft direction on an outer peripheral surface of the flexible reinforcement 1 formed by intertwisting a plurality of stranded wires 1a. This sticking part 5 has a pair of bearing plates 6a and 6b for forming a through-hole 6e for penetrating the flexible reinforcement 1, joining plates 7a and 7a, and bolts 7b, etc. for joining its mutual bearing plates 6a and 6b.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过在柔性增强件的中间容易地形成粘着部分来提供柔性增强件的牢固地集成的固定结构。解决方案：柔性加强件1的这种固定结构通过在柔性加强件1的外周面上沿轴向间隔地沿大致轴向正交的方向布置多个粘着部件5而形成通过缠绕多条绞线1a形成。该粘贴部5具有一对用于形成穿透柔性加强件1的通孔6e，连接板7a和7a以及用于连接其相互支承板6a和6b的螺栓7b等的支承板6a和6b。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2006322222A CONSTRUCTION METHOD OF LARGE-SECTIONAL TUNNEL 审中-公开
公开(公告)号：JP2006322222A
公开(公告)日：2006-11-30
申请号：JP2005146670
申请日：2005-05-19
申请人： METROPOLITAN EXPRESSWAY PUBLIC , TAISEI CORP , KAJIMA CORP , TEKKEN CONSTR CO
发明人： DOBASHI HIROSHI , KAWADA SHIGEHIKO , FUKUDA TAKAMASA , OGAWA FUSHI , KAWAKITA JUN , AIZAWA JUN , TAKAMURA KEIICHI
IPC分类号： E21D13/02 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a large-sectional tunnel capable of improving construction safety, and reducing construction cost. SOLUTION: This construction method is composed of a process of constructing a shaft 1, a process of constructing two or more of tunnels 2 and 2 juxtaposed at an interval from the shaft 1, a process of extending a pipe roof 3 between the juxtaposed tunnels 2 and 2 while constructing the pipe roof 3 extending in the drawing direction of the tunnel 2 from the shaft 1 in the ground, a process of supporting the pipe roof 3 by constructing a truss frame body 5 straddling the tunnels 2 and 2 juxtaposed in a space 4 by forming the space 4 by excavating under the pipe roof 3, and a process of constructing a permanent tunnel 6 by by making it penetrate the tunnels by excavating the ground between the juxtaposed tunnels 2 and 2 under the truss frame body 5. COPYRIGHT: (C)2007,JPO&INPIT

10. 发明专利

JP2006348488A CONNECTION STRUCTURE, SHIELD TUNNEL, AND SHIELD TUNNEL CONSTRUCTION METHOD 审中-公开
公开(公告)号：JP2006348488A
公开(公告)日：2006-12-28
申请号：JP2005172754
申请日：2005-06-13
申请人： TAISEI CORP
发明人： OGAWA FUSHI , MOCHIZUKI OSAMU
IPC分类号： E21D11/04 , F16B5/08 , F16B19/12
摘要： PROBLEM TO BE SOLVED: To provide a connection structure which is high in earthquake resistance against application of positive-negative alternate load at earthquake, and can easily adjust the position of members or take countermeasures against erroneous installation of the members when the members are connected together, by setting the connection structure so as to function as both a temporary fixture section and a fixture section exerting a desired connection strength, and to provide a shield tunnel, and a shield tunnel connection method. SOLUTION: According to the connection structure the first member (segment 1a) has female members 2 embedded therein such that an aperture with which each female member communicates opens in a connection surface 1a1 of the first member, and the second member (segment 1b) has male members 3 protruded from a connection surface 1b1 thereof, so as to be inserted into the respective female members 2. Each of the male member 3 and the female member 2 has a first fixing member for temporarily fixing both the segments together when the male member 3 is inserted into the female member 2 and a second fixing means for connecting both the segments together at a predetermined connection strength. COPYRIGHT: (C)2007,JPO&INPIT

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