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1. 发明专利

JP2006045928A Soil pressure wall 审中-公开
标题翻译：土压力墙
公开(公告)号：JP2006045928A
公开(公告)日：2006-02-16
申请号：JP2004228992
申请日：2004-08-05
申请人： Fujita Corp , Suiken:Kk , Taisei Corp , 大成建設株式会社 , 株式会社フジタ , 株式会社推研
发明人： SASAYA TERUMASA , HIRANO KATSUSATO , WAKE TERUYUKI , FUJIMOTO NAOAKI , KISHI KOICHI , MORITA TAIJI , TOKIDA KAZUYA , KOYANAGI YOSHIRO , UEDA KENRO , HONMA RYOJI
IPC分类号： E21D13/00 , E02D5/20 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a soil pressure wall capable of being constructed by using a plurality of elements with a single diameter, preparing no boring machine with different diameters and being constructed without increasing the amount of excavated soils.
SOLUTION: The element 18A located in a corner section intersecting both right and left side walls 1204 and a bottom wall 1202 passes through the center in the direction of the thickness of each of the side walls 1204, and it is so placed that the center thereof makes displacement to the inside of the soil pressure wall 12 rather than a place intersecting the center line extended in the vertical direction and the center line extended in the horizontal direction passing through the center in the direction of the thickness of the bottom wall 1202. The element 18B located in a corner section intersecting both right and left side walls 1204 and an upper wall 1206 is so placed that the center thereof makes displacement to the inside of the soil pressure wall 12 rather than a place intersecting the center line extended in the vertical direction passing through the center in the direction of the thickness of each of the side walls 1204 and the center line extended in the horizontal direction passing through the center in the direction of the thickness of the upper wall 1206.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够通过使用具有单个直径的多个元件来构造的土壤压力壁，不需要不增加挖掘土壤的量来构造不同直径的镗床并且被构造。解决方案：位于与左右侧壁1204和底壁1202相交的角部中的元件18A沿着每个侧壁1204的厚度方向穿过中心，并且它被放置成使得其中心位于土压力壁12的内部，而不是在垂直方向上延伸的中心线与沿着垂直方向延伸的中心线相交的位置，并且沿水平方向延伸的中心线沿着底壁厚度方向穿过中心位于与左右侧壁1204和上壁1206相交的角部中的元件18B被放置成使其中心向土压力壁12的内部移动，而不是与延伸的中心线相交的位置在沿着每个侧壁1204的厚度方向穿过中心的垂直方向和在水平方向上延伸的中心线 n在上壁1206的厚度方向上穿过中心。（C）版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2005054465A Cut-off joint for element, and construction method therefor 有权
标题翻译：元件切割接头及其构造方法
公开(公告)号：JP2005054465A
公开(公告)日：2005-03-03
申请号：JP2003286857
申请日：2003-08-05
申请人： Fujita Corp , Suiken:Kk , Taisei Corp , 大成建設株式会社 , 株式会社フジタ , 株式会社推研
发明人： YUGUCHI MASAKI , KANEKO KENICHI , OHATA YUTAKA , KOYANAGI YOSHIRO , UEDA KENRO , WAKE TERUYUKI , FUJIMOTO NAOAKI , SUMIKAWA KAORU , KISHI KOICHI , HONMA RYOJI
IPC分类号： E02D5/14 , E21D11/04 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To provide a cut-off joint for an element, which can cope with a construction error and which does cause a problem such as rolling in excavation using the element, and a construction method for the cut-off joint.
SOLUTION: A joint structure of the element is used for constructing an underground structure by inserting a plurality of elements into natural ground by juxtaposing them, while a male joint 32 and a female joint 31, provided in the axial direction of each of the elements, are fitted together between the adjacent elements 21 and 22. In a joint part 30, a fixed gap 40 is made between an inner surface of the female joint 31 and the male joint 32 in a fitted state, and a cut-off material 50 composed of a flexible material is arranged in the gap 40, so as to prevent leakage of water from between the adjacent elements 21 and 22.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够应对施工误差的元件的切断接头，并且导致使用该元件的挖掘中的滚动等问题，以及用于切断的构造方法联合。解决方案：该元件的接头结构用于通过将多个元件并入其中而将多个元件插入自然地面来构造地下结构，同时在每个的轴向设置的阳接头32和阴接头31 这些元件被安装在相邻元件21和22之间。在接头部分30中，固定间隙40在嵌合状态下形成在阴接头31的内表面和阳接头32之间，并且截止由柔性材料构成的材料50布置在间隙40中，以防止水从相邻元件21和22之间泄漏。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2006104784A Concrete sheet pile joint structure 审中-公开
标题翻译：混凝土桩联合结构
公开(公告)号：JP2006104784A
公开(公告)日：2006-04-20
申请号：JP2004293568
申请日：2004-10-06
申请人： Geostr Corp , Seiwa Renewal Works Co Ltd , Taisei Corp , ジオスター株式会社 , 大成建設株式会社 , 成和リニューアルワークス株式会社
发明人： MORITA TAIJI , TOKIDA KAZUYA , KOYANAGI YOSHIRO , SHIMOMURA TAIZO , ITO YUICHI , KONO SADAMU , TORII YOSHIYUKI , YONEDA TOKIHIKO , ENDO KENICHI
IPC分类号： E02D5/12
摘要： PROBLEM TO BE SOLVED: To provide a concrete sheet pile joint structure which can easily and positively bring mutually adjacent concrete sheet piles into intimate contact with each other, and positively prevent the concrete sheet piles from separating from each other.
SOLUTION: According to the concrete sheet pile joint structure, the concrete sheet piles 1, 1' are each formed of precast concrete having a side surface serving as a wall surface of a wall body. One of the concrete sheet piles 1 has an engaging groove 10 formed in an external side surface 4 along a joint surface 7a thereof, and the other concrete sheet pile 1' has an engaging member 20 mounted on an internal side surface 5 thereof, for engaging with the engaging groove 10, whereby the one concrete sheet pile 1 is joined to the other concrete sheet pile 1' when the engaging member 20 is engaged with the engaging groove 10.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种混凝土板桩接头结构，其可以容易且正确地使彼此相邻的混凝土板桩彼此紧密接触，并且可靠地防止混凝土板桩彼此分离。解决方案：根据混凝土板桩接头结构，混凝土板桩1,1'分别由具有侧壁作为壁体壁面的预制混凝土形成。其中一个混凝土板桩1具有沿着其接合表面7a形成在外侧表面4中的接合槽10，另一个混凝土板桩1'具有安装在其内侧表面5上的接合构件20，与接合槽10接合，由此当接合构件20与接合槽10接合时，一个混凝土板桩1接合到另一个混凝土板桩1上。（C）2006年，JPO＆NCIPI

4. 发明专利

JP2006118212A Tunnel, large cross-sectional tunnel and construction method of tunnel 审中-公开
标题翻译：隧道，大跨隧道及隧道施工方法
公开(公告)号：JP2006118212A
公开(公告)日：2006-05-11
申请号：JP2004307181
申请日：2004-10-21
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 , KOYANAGI YOSHIRO , NISHIKAWA MITSURU , KADOTA KATSUMI , SUGIMORI MAKOTO , OZAKI MASAYA
IPC分类号： E21D13/02
摘要： PROBLEM TO BE SOLVED: To propose a tunnel, a large cross-sectional tunnel, and a construction method of the tunnel, capable of economically coping with a free linear shape. SOLUTION: This large cross-sectional tunnel 1 is constructed by using a plurality of tunnels T having a first section SA for constructing the predetermined extension starting from a pit mouth by a pipe jacking method and a residual second section SB including a curved part constructed by a shield construction method. Clearance s2 of the mutual respective tunnels T in the second section SB is formed larger than clearance s1 of the mutual respective tunnels T in the first section SA. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提出隧道，大截面隧道和隧道施工方法，能够经济地应对自由线性形状。解决方案：这种大的横截面通道1是通过使用具有第一部分SA的多个隧道T构成的，该第一部分SA用于通过管顶方法从坑口开始构造预定的延伸，并且残余的第二部分SB包括弯曲部分由盾构施工方法构成。第二部分SB中的相互对应的隧道T的间隙s2形成为大于第一部分SA中的相互相应的隧道T的间隙s1。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2005344334A Underground excavator 审中-公开
标题翻译：地下挖掘机
公开(公告)号：JP2005344334A
公开(公告)日：2005-12-15
申请号：JP2004163485
申请日：2004-06-01
申请人： Taisei Corp , 大成建設株式会社
发明人： OHATA YUTAKA , MORITA TAIJI , TODO NORIYUKI , KOYANAGI YOSHIRO , MOCHIZUKI OSAMU , WATANABE MASAYOSHI
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide an underground excavator wherein various implements have elongated lives, and which can increase the degree of freedom of a cross-sectional shape in excavation using the underground excavator. SOLUTION: This underground excavator 1 comprises an excavator body 10, and a cutter head 20 which is arranged on the front surface of the excavator body 10 so as to cut the natural ground by its rotation. The cutter head 20 has a moving part 23 which is rotated integrally with the cutter head 20. A fixing part 13 which is arranged at least on the outer periphery or inner periphery of the moving part 23 at a predetermined interval between the fixing part 13 and the moving part 23 is fixed to the excavator body 10, and an electric wire 14 through which an electric current flow, is arranged in either the moving part 23 or the fixing part 13. The moving part 23 is rotated along the fixing part 13 by a magnetic force which is generated accompanied by the passage of the electric current through the electric wire 14 so that the natural ground can be cut by the cutter head 20. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地下挖掘机，其中各种工具具有延长的寿命，并且可以增加使用地下挖掘机的挖掘中的横截面形状的自由度。解决方案：这种地下挖掘机1包括挖掘机主体10和设置在挖掘机主体10的前表面上的切割头20，以便通过其旋转来切割自然地面。刀头20具有与切割刀头20一体旋转的移动部件23.固定部件13至少在移动部件23的外周或内周之间以预定的间隔布置在固定部件13和移动部件23固定在挖掘机主体10上，并且电动机流动的电线14被布置在移动部件23或固定部件13中。移动部件23沿着固定部件13旋转伴随着电流通过电线14而产生的磁力使得自然地面能够被切割头20切割。（C）2006年，JPO和NCIPI

6. 发明专利

JP2005325556A Concrete sheet pile 有权
标题翻译：混凝土桩
公开(公告)号：JP2005325556A
公开(公告)日：2005-11-24
申请号：JP2004143137
申请日：2004-05-13
申请人： Geostr Corp , Taisei Corp , ジオスター株式会社 , 大成建設株式会社
发明人： UEDA KENRO , YUGUCHI MASAKI , OHATA YUTAKA , KOYANAGI YOSHIRO , KONO SADAMU , TORII YOSHIYUKI , YONEDA TOKIHIKO
IPC分类号： E02D29/045 , E02D5/10 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a lightweight high-strength concrete sheet pile which can be used as a wall body of a structure, and which enables the floor body of the structure to be simply, surely and rigidly joined.
SOLUTION: In the construction of the structure, the concrete sheet pile 10 is used as the wall body of the structure, after being used as an earth retaining wall. Characteristically, the concrete sheet pile 10 is composed of precast concrete wherein a joint section 20, subject to the jointing of the floor body of the structure, and a recessed groove 21, vertically extended from the joint section 20, are formed; and a base end of a mounting fitting 30 with a leading end 33 capable of being attached to the floor body is embedded in the joint section 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以用作结构的壁体的轻质高强度混凝土板桩，并且能够简单地，牢固地并且刚性地结合该结构的地板本体。解决方案：在结构的构造中，将混凝土板桩10用作结构的壁体，用作挡土墙。特征地，混凝土板桩10由预制混凝土构成，其中形成有接合部20，其接合结构的地板本体与从接合部20垂直延伸的凹槽21; 并且具有能够附接到地板本体的前端33的安装配件30的基端嵌入在接合部20中。（C）版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2005240362A Divided caisson and method of constructing great-section tunnel 有权
标题翻译：分开的CAISSON和构造大型隧道的方法
公开(公告)号：JP2005240362A
公开(公告)日：2005-09-08
申请号：JP2004049790
申请日：2004-02-25
申请人： Ishikawajima Constr Materials Co Ltd , Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島建材工業株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , YUGUCHI MASAKI , OHATA YUTAKA , KOYANAGI YOSHIRO , HATTORI YOSHIFUMI , KADOTA KATSUMI , SUGIMORI MAKOTO , OZAKI MASAYA , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI
IPC分类号： E21D9/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a divided caisson for requiring a less number of divided caisson structural members to be removed when constructing a lining body consisting of the divided caissons, and to provide a method of constructing a great-section tunnel.
SOLUTION: Four faces constituting the outer peripheral face of the divided caisson 1 in a hollow rectangular or square cross section intersect one another into a reticular pattern in the state that a plurality of plate beam members 2 have thin faces directed to the outer peripheral face. The used divided caisson 1 has four faces at least one of which is covered with a plate face member 3. The plurality of divided caissons 1 each having four faces all covered with the plate face members 3 are installed in the direction of a tunnel to construct a preceding divided caisson train. On the outer peripheral face of the preceding divided caisson train, a following divided caisson train consisting of the divided caissons 1 having no plate face members 3 are constructed in parallel to the preceding divided caisson train. The following divided caisson trains are sequentially provided in parallel to the previously constructed divided caisson train to construct a lining body 10 consisting of the divided caisson trains and then to construct the great-section tunnel 7.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种分割的沉箱，用于在构造由分开的沉箱构成的衬里体时需要较少数量的分解的沉箱结构构件，并且提供构造大截面隧道的方法。解决方案：在中空的矩形或正方形横截面中构成分开的沉箱1的外周面的四个面在多个板梁构件2具有指向外部的薄面的状态下彼此相交成网状图案外围脸。所使用的分开的沉箱1具有四个面，其中至少一个被板面构件3覆盖。具有四个面都被板面构件3覆盖的多个分开的沉箱1安装在隧道的方向上以构成前一条分开的沉箱火车。在前述分配的沉箱列车的外周面上，由具有不具有板面构件3的分开的沉箱1组成的以下分开的沉箱列车与前述分配的沉箱列车平行地构成。以下划分的沉箱列车与先前构造的分开的沉箱列车相平行地构成由构成分段的沉箱列车构成的衬里体10，然后构成大截面的隧道7.版权所有（C）2005， JPO＆NCIPI

8. 发明专利

JP2005248512A Interposition pipe-jacking machine and split caisson-body interposition jacking method 有权
标题翻译：插管式封口机和分体式CAISSON-BODY INTERPOSITION JACKING METHOD
公开(公告)号：JP2005248512A
公开(公告)日：2005-09-15
申请号：JP2004058932
申请日：2004-03-03
申请人： Ishikawajima Constr Materials Co Ltd , Ishikawajima Harima Heavy Ind Co Ltd , Kidoh Construction Co Ltd , Taisei Corp , 大成建設株式会社 , 機動建設工業株式会社 , 石川島建材工業株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , YUGUCHI MASAKI , OHATA YUTAKA , KOYANAGI YOSHIRO , HATTORI YOSHIFUMI , KADOTA KATSUMI , SUGIMORI MAKOTO , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI , NAKANO MASAAKI , ARAKI DAISUKE
IPC分类号： E21D9/06 , E21D13/02 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To provide an interposition jacking apparatus capable of installing a split caisson-body with an excellent accuracy with securing cutoff properties when the split caisson bodies are juxtaposed by an interposition jacking method in construction of a tunnel of a large section, and a split caisson-body interposition jacking method.
SOLUTION: An interposition pipe-jacking machine 1 is composed of an external cylinder 2, an internal cylinder 3, in which a part can be slid in the external cylinder 2, an interposition jack 4 in the external cylinder 2 and a reaction-receiving cylindrical body 5 being mounted in the internal cylinder 3 and transmitting a reaction by an jack 4 to the split caisson bodies 8 at rears. The interposition pipe-jacking machine 1 is further composed of a rectangular or square-shaped outercoat 6 mounted on the outer periphery of the external cylinder 2. In the interposition pipe-jacking machine 1, a sealant 7 is arranged in an opening between the external cylinder 2 and the internal cylinder 3, a groove 61 extended in the tunnel extending-direction is formed to the outer peripheral surface of the outercoat 6 and the external shapes of the external cylinder 2 and the internal cylinder 3 are molded in similar figures respectively in a rectangle, in which a circular or corner section is curvature-molded, or a square, in which the corner section is curvature-molded. The split caisson bodies 8 are installed by the interposition jacking method by such an interposition pipe-jacking machine 1.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种插入式起重装置，其能够以极高的精度来安装分体式沉箱体，并且当分体式沉箱主体在大型隧道施工中由插入式起重方式并列时，确保切断性能剖面，以及一个拆分沉箱间插入方法。解决方案：插入式顶管机1由外筒2，内筒3，外筒2内部可滑动的内筒2，外筒2内插入插入件4和反应接收圆筒体5安装在内筒3中，并且通过千斤顶4将反作用力传送到分开的沉箱体8。插入式管顶机1还由安装在外筒2的外周上的矩形或方形外涂层6构成。在插入管顶起机1中，密封剂7布置在外部气缸2和内筒3，在外涂层6的外周面上形成有向隧道延伸方向延伸的槽61，外筒2和内筒3的外形分别以其中圆形或角部分是曲率模制的矩形或方形，其中拐角部分被弯曲成型。分体式沉箱体8通过插入式顶起装置1通过插入顶压方法安装。版权所有：（C）2005，JPO＆NCIPI

9. 发明专利

JP2004324301A Construction method of underground passage 审中-公开
公开(公告)号：JP2004324301A
公开(公告)日：2004-11-18
申请号：JP2003122537
申请日：2003-04-25
申请人： Taisei Corp , 大成建設株式会社
发明人： KANEKO KENICHI , YUGUCHI MASAKI , OHATA YUTAKA , KOYANAGI YOSHIRO
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method for easily constructing an underground passage under a ground line at a low cost.
SOLUTION: The preceding construction of a pilot tunnel 3 in the ground under the ground line 2 is constructed, and one end of a traction member 4 inserted through the pilot tunnel 3 is connected to an earth retaining member 5 (or an earth retaining member group 51) temporarily placed on one side of a crossing part, while the other end of the traction member 4 is connected to a traction member towing implement 41 provided on the other side of the crossing part. The earth retaining member 5 (or the earth retaining member group 51) is then installed under the ground line 2 while towing the traction member 4 by the traction member towing implement 41. A plurality of earth retaining member 5 (or the earth retaining member group 51) are connected in the pilot tunnel 3 to construct an earth retaining wall 52, and then the underground passage 1 is constructed.
COPYRIGHT: (C)2005,JPO&NCIPI

10. 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

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