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91. 发明专利

JP2004278102A Structure of underground passage and its construction method 有权
公开(公告)号：JP2004278102A
公开(公告)日：2004-10-07
申请号：JP2003070414
申请日：2003-03-14
申请人： Nippon Keemoo Koji Kk , Oriental Construction Co Ltd , Taisei Corp , オリエンタル建設株式会社 , 大成建設株式会社 , 日本ケーモー工事株式会社
发明人： YUGUCHI MASAKI , KANEKO KENICHI , KOYANAGI YOSHIRO , SAKAMOTO OSAMU , NAGATO HITOSHI , ITO KEISUKE , OSHIDA HIDEJI , SUZUKI TAKEJI , MARUYAMA YOSHIYUKI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a structure of an underground passage enabling construction of underground passages provided with a variety of vertical penetrating line shapes and its construction method.
SOLUTION: A starting shaft 61 and an arrival shaft 62 are formed so as to extend in the extension direction of an underground passage 1 at both ends of the passage 1 to be constructed and a plurality of bar-shaped bodies 2 for a roof are thrusted almost perpendicularly in the extension direction of the underground passage 1 to construct a wall 3 of the underground passage 1 in the shaft. After excavation of the underground passage 1, a floor slab 4 is constructed. Thereby, the underground passage 1 provided with vertical vertical penetrating line shape combined with upward slopes and downward slopes can be constructed.
COPYRIGHT: (C)2005,JPO&NCIPI

92. 发明专利

JP2004068370A Excavator 有权
公开(公告)号：JP2004068370A
公开(公告)日：2004-03-04
申请号：JP2002227858
申请日：2002-08-05
申请人： Taisei Corp , 大成建設株式会社
发明人： KANEKO KENICHI , TAKASE YOSHIYUKI , SUZUKI KURAO , FUJITANI TOSHIMI
IPC分类号： E02F5/02 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide an excavator capable of preferably excavating the ground even in a large depth. SOLUTION: In an excavator 1 having rotating shafts 3 and 21 with agitating blades 4 for agitating the ground and rotating-shaft driving devices 2 driving the rotating shafts 3 and 21 and supported to the ground in a freely vertically movable manner, cutters 7 excavating the ground, cutter driving devices 12 mounted near the cutters 7 and driving the cutters 7 and suspension means 5 for suspending the cutters 7 and the cutter driving devices 12 are suspended are set up at front ends of the rotating shafts 3 and 21. COPYRIGHT: (C)2004,JPO

93. 发明专利

JP2007056544A Propulsive box body, construction method of tunnel and construction method of the tunnel with large cross section 审中-公开
标题翻译：隧道主体，隧道施工方法及隧道施工方法
公开(公告)号：JP2007056544A
公开(公告)日：2007-03-08
申请号：JP2005243270
申请日：2005-08-24
申请人： Taisei Corp , 大成建設株式会社
发明人： KANEKO KENICHI , TAKAMIZAWA KAZUO , TAKEDA SHINJI
IPC分类号： E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a propulsive box body capable of simply constructing a tunnel including a curved line shape at a low cost, a construction method of a tunnel having the curved line shape making use of the propulsive box body and a construction method for the tunnel with a large cross section having the curved line shape making use of a plurality of tunnels arranged by the construction method of the tunnel.
SOLUTION: The propulsive box body 10 equipped with body sections 11 as cylindrical members each formed in a shape of a trapezoid having a length L2 on the inner side to the curvi-lineal of the curvi-linear section shorter than a length L1 on the outer side in a plan view and a fixed jig 13 placed at the cutting face side of the body section 11 in a linear section and maintaining the width L3 of a triangular space (notch 12) in a plan view between the adjoining other box bodies is continuously placed in the ground by a pipe jacking method.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够以简单的方式构造具有低成本的曲线形状的隧道的推进箱体，使用推进箱体的具有曲线形状的隧道的施工方法和具有利用隧道施工方法布置的多个隧道的具有曲线形状的大截面的隧道施工方法。解决方案：具有主体部分11的推进箱主体10，每个主体部分11都形成为梯形的梯形形状，该梯形的长度L2在线性部分的内侧上的长度L2短于长度L1的曲线在平面图的外侧和固定夹具13，其以直线部分放置在主体部分11的切割面侧，并且在相邻的另一个盒子之间的俯视图中保持三角形空间（凹口12）的宽度L3 身体通过管顶方法连续放置在地面上。版权所有（C）2007，JPO＆INPIT

94. 发明专利

JP2007016506A Lining method of tunnel 审中-公开
标题翻译：隧道线路方法
公开(公告)号：JP2007016506A
公开(公告)日：2007-01-25
申请号：JP2005199901
申请日：2005-07-08
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： TAKAMIZAWA KAZUO , KANEKO KENICHI , ADACHI HIDEAKI , HIROTOMI SATOSHI , YOSHIDA YUZURU , NAKANE TAKASHI , OZAKI MASAYA
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a lining method of a tunnel capable of inexpensively constructing the tunnel having a large diameter.
SOLUTION: This lining method of the tunnel 3 constructs the tunnel 3 by assembling a segment 2 while advancing boring by a shield machine 1. After assembling the segment 2 in a shield frame 4, an earth load applied to the tunnel 3 is received by installing a horizontal girder 5 and a truss 6 to the segment 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够廉价地构造具有大直径的隧道的隧道的衬里方法。解决方案：隧道3的这种衬里方法通过组装段2构建隧道3，同时通过屏蔽机1进行镗孔。将组件2组装在屏蔽框架4中之后，施加到隧道3的接地负载为通过在段2上安装水平梁5和桁架6来接收。版权所有（C）2007，JPO＆INPIT

95. 发明专利

JP2007002603A Construction method of underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007002603A
公开(公告)日：2007-01-11
申请号：JP2005186605
申请日：2005-06-27
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIDA YASUO , KANEKO KENICHI , HIROHASHI SHIGERU , TAKAMIZAWA KAZUO , NISHIDA YOSHINORI , SHIRAISHI SHUNEI
IPC分类号： E21D13/02 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an underground structure for easily integrating tunnels, while securing yield strength (resistance force) to earth pressure, in the underground structure constructed by using a plurality of juxtaposed tunnels.
SOLUTION: This construction method of the underground structure forms an inner peripheral part 3 along the inner periphery of an outer peripheral part 2 by forming the outer peripheral part 2 by leaving a lining 11 facing the peripheral ground G of these tunnels 1, 1 and 1 by juxtaposing the tunnels 1 in a plurality of rows and a plurality of stages. A removal section and a timbering section are alternately set in the tunnel axis direction, and the lining 11 becoming a hindrance when constructing the inner peripheral part 3 in the removal section is removed while using at least a part of the lining 11 except for the lining 11 being the outer peripheral part 2 in the timbering section as timbering, and after closing the inner peripheral part 3 in the removal section, the inner peripheral part 3 is closed in the timbering section after removing the lining 11 used as the timbering in the timbering section.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地下结构的施工方法，用于在通过使用多个并置的隧道构造的地下结构中确保在隧道中容易集成的地下结构中的屈服强度（阻力）。解决方案：这种地下结构的施工方法通过使面向这些隧道1的周边G的衬里11形成外周部2而形成沿着外周部2的内周的内周部3，隧道1以多个行和多个级并置，如图1和图1所示。在隧道轴线方向上交替设置除去部和木材部，在除去除去部内部的内周部3之后成为阻碍的衬垫11，除了衬里之外，还使用至少一部分衬里11 11是作为木材的木材部分中的外周部分2，并且在关闭除去部分中的内周部分3之后，在除去用作木材中的木材的衬里11之后，在木材部分中封闭内周部分3 部分。版权所有（C）2007，JPO＆INPIT

96. 发明专利

JP2006328653A Converging connection method for tunnel and converging connection device used therefor 审中-公开
标题翻译：用于隧道及其连接装置的整合连接方法
公开(公告)号：JP2006328653A
公开(公告)日：2006-12-07
申请号：JP2005149760
申请日：2005-05-23
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： TAKAMIZAWA KAZUO , KANEKO KENICHI , ADACHI HIDEAKI , HIROTOMI SATOSHI , YOSHIDA YUZURU , NAKANE TAKASHI , OZAKI MASAYA
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide converging connection method for a tunnel capable of inproving the excavating resistance and the cutter load of a following shield machine when a following tunnel constructed by the following shiled machine is connected to a preceding tunnel contructed by a preceding shield machine so that these tunnels are converged to each other.
SOLUTION: The preceding tunnel 3 in which outer segments 6 axially connectable to predetermined parts in the circumferential direction for excavation are disposed is constructed by the preceding shield machine. Inner segments 10 are assembled in the preceding tunnel 3 so as to surround the outer segments 6 through a space 9 and a filler 12 allowed to excavate is charged in the space 9. The following shield machine 4 is moved near the preceding tunnel 3 to cut out the outer segments 6 and the filler 12 and excavate so that it does not touch the inner segments 10 to construct the following tunnel 5 overlappingly with the preceding tunnel 3. Then, the tunnels 3 and 5 at the overlapped portions are allowed to communicate with each other.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种隧道的会聚连接方法，该隧道能够提高以下屏蔽机械的挖掘阻力和切割负荷，当将由下列屏蔽机构构成的后续隧道连接到由先前的屏蔽机器，使得这些隧道彼此会聚。解决方案：通过前面的屏蔽机构构成在前述的通道3中，其中沿着圆周方向轴向连接到预定部分的外部段6用于挖掘。内部段10组装在先前的通道3中，以便通过空间9围绕外部段6，并且允许挖掘的填料12被填充在空间9中。以下屏蔽机构4在前一个隧道3附近移动以切割将外部段6和填料12排出并挖掘，使其不接触内部段10，以构成与先前的通道3重叠的以下通道5。然后，允许在重叠部分处的隧道3和5与彼此。版权所有（C）2007，JPO＆INPIT

97. 发明专利

JP2006118213A Backfilling material and construction method of underground structure using the same 审中-公开
标题翻译：使用它的地下结构的回填材料和构造方法
公开(公告)号：JP2006118213A
公开(公告)日：2006-05-11
申请号：JP2004307201
申请日：2004-10-21
申请人： Taisei Corp , Tokai Rubber Ind Ltd , 大成建設株式会社 , 東海ゴム工業株式会社
发明人： KANEKO KENICHI , RYOKE KUNIYASU , SHIMAYA SUSUMU
IPC分类号： E21D11/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an economical backfilling material and a construction method of an underground structure using this backfilling material, superior in work efficiency, and capable of constructing a tunnel of a stable quality.
SOLUTION: This construction method of the underground structure includes a jacking box arranging process of pressing a jacking box 10 in the ground by thrust of a jacking jack S while cutting the natural ground G by an excavator K and a filling process of filling the backfilling material 20 formed by mixing a univalent or bivalent metallic salt aqueous solution of an acrylic acid, an aqueous solution of aluminum water soluble salt and a bisulfite aqueous solution in a void 21 formed around the jacking box in response to the jacking box arranging process.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种经济的回填材料和使用该回填材料的地下结构的施工方法，工作效率高，能够构建质量稳定的隧道。解决方案：这种地下结构的施工方法包括：顶起箱安排过程，其通过推土机顶杆S的推力将起落架10按压在地面上，同时用挖掘机K切割天然地面G，回填材料20是通过将一次性或二价金属盐的丙烯酸水溶液，铝水溶性盐的水溶液和亚硫酸氢盐水溶液混合在形成在起重箱上的空隙21中，。版权所有（C）2006，JPO＆NCIPI

98. 发明专利

JP2006104708A Shield machine 有权
标题翻译：屏蔽机
公开(公告)号：JP2006104708A
公开(公告)日：2006-04-20
申请号：JP2004290343
申请日：2004-10-01
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： TAKAMIZAWA KAZUO , KANEKO KENICHI , ADACHI HIDEAKI , HIROTOMI SATOSHI , YOSHIDA YUZURU , NAKANE TAKASHI , OZAKI MASAYA
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a shield machine, the length of which can be made relatively shorter, and which is equipped with an inexpensive, simple and reliable widened cutter. SOLUTION: In the shield machine 1 wherein the widened cutter 8 for performing radial excavation is provided in a main line shield 3, the widened cutter 8 is formed of a plurality of small cutters 14, 15 and 16, and the small cutters 14, 15 and 16 are circumferentially arranged in a multiple manner and provided in such a manner as to freely protrude/recede in a radial direction. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种屏蔽机器，其长度可以相对较短，并且配备有廉价，简单且可靠的加宽刀具。解决方案：在其中用于进行径向挖掘的加宽的切割器8设置在主线屏蔽3中的屏蔽机1中，加宽的切割器8由多个小切割器14,15和16形成，小切割器 14,15和16以多个方式周向地布置并且设置成在径向方向上自由地突出/后退。版权所有（C）2006，JPO＆NCIPI

99. 发明专利

JP2006057383A Segment, extension segment, pressing device and construction method of tunnel 有权
标题翻译：分段，延伸段，压力装置及隧道施工方法
公开(公告)号：JP2006057383A
公开(公告)日：2006-03-02
申请号：JP2004242247
申请日：2004-08-23
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： KANEKO KENICHI , ADACHI HIDEAKI , HIROTOMI SATOSHI , YOSHIDA YUZURU , NAKANE TAKASHI , OZAKI MASAYA
IPC分类号： E21D11/08 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a segment, a pressing device and a construction method of a tunnel for preventing a positional deviation of the tunnel under construction.
SOLUTION: In the segment 15 lined inside an excavated tunnel hole 5 for constructing the tunnel 11, a segment body 57 has an anchor member 47 to hold the segment body 57 with the natural ground of the tunnel hole 5.
COPYRIGHT: (C)2006,JPO&NCIPI

100. 发明专利

JP2005273397A Tunnel excavating method and shield machine used therefor 有权
标题翻译：隧道掘进方法及其使用的盾构机
公开(公告)号：JP2005273397A
公开(公告)日：2005-10-06
申请号：JP2004091787
申请日：2004-03-26
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： TAKAMIZAWA KAZUO , KANEKO KENICHI , OHATA YUTAKA , ITO KEN , TODO NORIYUKI , SHIMADA TETSUJI , ADACHI HIDEAKI , HIROTOMI SATOSHI , YOSHIDA YUZURU , NAKANE TAKASHI , TOMIMATSU HIROAKI , SUGIMORI MAKOTO , OZAKI MASAYA
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To excavate and construct a new tunnel, without performing large-scale open-cut work between a first tunnel and a second tunnel. SOLUTION: This shield machine 1 has a cutter face plate 3 having a substantially circular cross-sectional shape in a boring advancing directional front part, and a shield frame 16 having a substantially circular cross-sectional shape in it rear, and is started form an aboveground part, to construct the new tunnel by excavating the natural ground 25. After making the tunnels 2a and 2b approach each other, the cutter face plate 3 of the shield machine 1 and the side of the shield frame 16 are separated, and are remodeled into the shield machine 1 having the cutter face plate 3 of a deformed cross-sectional shape and the shield frame 16. The mutual tunnels 2a and 2b are excavated by the remodeled shield machine 1, to construct a connecting part 31 of the new tunnel 26 of the deformed cross-sectional shape by joining the first tunnel 2a and the second tunnels 2b to each other. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：挖掘和建设新的隧道，而不必在第一隧道和第二隧道之间进行大规模的开采。解决方案：该屏蔽机1具有在钻进前进方向前部具有基本圆形横截面形状的切割面板3，其后部具有大致圆形横截面形状的屏蔽框架16，并且是开始形成地上部分，通过挖掘自然地面25构筑新隧道。使隧道2a和2b相互接近后，屏蔽机1的切割面板3和屏蔽框架16的侧面分离，并被改造成具有变形横截面形状的切割面板3的屏蔽机1和屏蔽框架16.相互的隧道2a和2b由改型的屏蔽机1挖掘，以构成相互连接的部分31 通过将第一隧道2a和第二隧道2b彼此连接而变形的横截面形状的新隧道26。版权所有（C）2006，JPO＆NCIPI

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