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1. 发明专利

JP2006307491A Open shield construction method 有权
标题翻译：开放式施工方法
公开(公告)号：JP2006307491A
公开(公告)日：2006-11-09
申请号：JP2005129618
申请日：2005-04-27
申请人： Toko Corp , Uemura Giken Kogyo Kk , 東興建設株式会社 , 植村技研工業株式会社
发明人： UEMURA MAKOTO , TAKEGAWA HIROAKI , FUKAMI KENICHI , SAKUMA TAKAO
IPC分类号： E21D9/06 , E02D3/12 , E02D17/08
摘要： PROBLEM TO BE SOLVED: To provide an open shield construction method capable of preventing tail voids from being collapsed due to the looseness of the earth until a secondary backfilling into the tail voids (equivalent to the wall thickness of a shield machine) produced by the driving of an open shield machine is completed to prevent effects on the surroundings from occurring and, when a considerable self-standing property can be expected for the earth, efficiently preventing the earth from being loosened in consideration of the self-standing property.
SOLUTION: In this open shield construction method for burying concrete boxes in order in a vertical row, a temporary and partial ground improvement is applied to a side part earth by medicinal liquid infusion or high-pressure injection and stirring method so that the tail voids are not collapsed due to the looseness of the earth until the backfilling is completed in a step for filling a backfill material into the tail voids.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种开放式屏蔽结构方法，其能够防止尾部空隙由于地球松动而直到第二次回填到尾部空隙中（相当于屏蔽机器的壁厚）产生完成开放式盾构机的驾驶以防止对周围环境的影响，并且当对地球有相当大的自立性能时，考虑到自立性能有效地防止地球松动。
解决方案：在这种以垂直排列方式埋设混凝土箱的开式盾构施工方法中，通过药液输注或高压注射搅拌方法对侧面土进行临时和部分地面的改进，尾部空隙不会由于地球的松动而倒塌，直到在用于将填充材料填充到尾部空隙中的步骤中完成回填之后。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2005213799A Method for constructing water channel 有权
标题翻译：构建水道的方法
公开(公告)号：JP2005213799A
公开(公告)日：2005-08-11
申请号：JP2004019570
申请日：2004-01-28
申请人： Udk:Kk , Uemura Giken Kogyo Kk , 株式会社ユーディケー , 植村技研工業株式会社
发明人： UEMURA MAKOTO , TAKEGAWA HIROAKI , UEMURA KENJIRO , SEKINE HIROSHI , TAKAHASHI ATSUO , OKAMOTO MITSUO
IPC分类号： E02B5/02 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To obtain a method for constructing a water channel by which the water channel can safely and easily be constructed by arranging L-shaped water channel blocks, and also an open shield construction method can effectively be utilized.
SOLUTION: The method for constructing the water channel properly repeats a process for digging/removing front soil and sand of an open shield machine 1 by vertically opposing L-shaped blocks 9a and 9b combined in the form of a box culvert, a process for advancing the open shield machine 1 by using a box culvert-like block body 9 as a reaction force, and a process for setting a new box culvert-like block body 9 in the tail of the open shield machine 1 to successively arrange the box culvert-like block body 9 along both sides of the constructing water channel in a vertical row. The method forms both side walls of the water channel and a bottom continued thereto by the L-shaped block 9a positioned at a lower side by removing the L-shaped block 9b positioned at an upper side, digs the remaining soil of an intermediate part 17 between both-side L-shaped blocks 9a, places cast-in-place concrete 18 on the dug bottom part ground, and constructs the water channel by the cast-in-place concrete 18 of the intermediate position and both-side L-shaped blocks 9a.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了获得一种用于构造水道的方法，通过布置L形水通道块可以安全和容易地构建水通道，并且还可以有效地利用开放式盾构施工方法。解决方案：用于构造水通道的方法适当地重复开放式屏蔽机1的前部土壤和沙子的垂直相对的L形块9a和9b的叠加方法，该组合形式为箱涵，通过使用作为反作用力的箱涵形块体9推进开口盾构机1的过程，以及在开放式盾构机1的尾部中设置新的箱形夹块体9的过程，以连续地布置沿垂直排的建筑水道两侧的箱涵涵体体9。该方法通过移除位于上侧的L形块9b，由位于下侧的L形块9a连续地形成水通道的两个侧壁和与其相连的底部，挖掘中间部分17的剩余土壤在两侧L形块9a之间，将现浇混凝土18放置在挖掘的底部地面上，并通过中间位置的现浇混凝土18构造水通道，并将两侧的L形框9a。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2005213798A Method for constructing retaining wall 有权
标题翻译：构造保持墙的方法
公开(公告)号：JP2005213798A
公开(公告)日：2005-08-11
申请号：JP2004019569
申请日：2004-01-28
申请人： Udk:Kk , Uemura Giken Kogyo Kk , 株式会社ユーディケー , 植村技研工業株式会社
发明人： UEMURA MAKOTO , TAKEGAWA HIROAKI , UEMURA KENJIRO , SEKINE HIROSHI , TAKAHASHI ATSUO , OKAMOTO MITSUO
IPC分类号： E02D29/02 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To obtain a method for constructing a retaining wall by which the retaining wall can safely and easily be constructed by arranging L-shaped retaining wall blocks, and also an open shield construction method can effectively be utilized. SOLUTION: The method for constructing the retaining wall properly repeats a process for digging/removing front soil and sand from the front or upper face opening of an open shield machine 1 by vertically opposing L-shaped blocks 9a and 9b combined in the form of a box culvert, a process for advancing the open shield machine 1 by extending a pipe jacking jack by using a box culvert-like block body 9 as a reaction force, and a process for setting a new box culvert-like block body 9 rearward of the pipe jacking jack compressed in the tail of the open shield machine 1 to successively arrange the box culvert-like block body 9 in a vertical row so as to construct the retaining wall of the L-shaped block 9a positioned at a lower side by removing the L-shaped block 9b positioned at an upper side. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了获得一种用于构造挡土墙的方法，借助于该挡土墙可以通过布置L形挡土墙来安全地和容易地构造，并且还可以有效地利用开放的盾构构造方法。解决方案：用于构造挡土墙的方法适当地重复从开放式盾构机1的前开口或上表面开口挖掘/除去前砂和砂的过程，通过垂直相对的L形块9a和9b组合在箱形箱的形式，通过使用作为反作用力的箱涵状块体9来延伸开启式盾构机1的过程，以及用于设置新的箱形夹块体9的工序在打开的盾构机1的尾部压缩的顶管顶端的后方，将箱形夹块体9依次排列成垂直排，构成位于下侧的L字块9a的挡土墙通过移除位于上侧的L形块9b。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2002242582A TUNNEL CONSTRUCTING METHOD 失效
公开(公告)号：JP2002242582A
公开(公告)日：2002-08-28
申请号：JP2001045035
申请日：2001-02-21
申请人： HIGASHI NIPPON RYOKAKU TETSUDO , TAISEI CORP , UEMURA GIKEN KOGYO KK
发明人： FURUYAMA SHOICHI , ODAGIRI SEIICHI , FUNAKOSHI KENJI , KATO HISAO , YUGUCHI MASAKI , SUGIYAMA KAZUYA , HIROSE TETSUYA , MARUTA SHINICHI
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a tunnel constructing method which can be executed easily in a short construction period, and therefore is economical. SOLUTION: According to the tunnel constructing method, pipe members 31 are propelled in a tunnel excavating direction at a location above tunnel constructing ground 1 to construct an upper protective pipe roof 3, and pipe members 41 are propelled below the pipe members located at both ends of the upper protective pipe roof to construct side wall protective pipe roofs 4, followed by excavating a guide drift 6 at a location below the tunnel constructing ground in the tunnel excavating direction. Then, outside a starting shaft of the tunnel constructing ground, a frame member 8 is attached to a rear end of an external structure in a manner upward protruding from the external structure, and the frame member and fixed points 91, 92 on the side of an arrival shaft are connected together by tendons 71, 72 inserted into the upper protective pipe roof and the guide drift, respectively, followed by operating jacks 73 attached to ends of the tendons, to thereby tow the external structure to the tunnel constructing ground.

5. 发明专利

JP2761516B2 失效
公开(公告)号：JP2761516B2
公开(公告)日：1998-06-04
申请号：JP21697389
申请日：1989-08-23
申请人： MAEDA KENSETSU KOGYO KK , UEMURA GIKEN KOGYO KK
发明人： KAMOSHITA MASAO , ARAI HITOSHI , KUBOTA ISOKAZU
IPC分类号： E21D9/06

6. 发明专利

JPH06158991A CONSTRUCTION MANAGEMENT METHOD FOR CAISSON-BODY PROPULSIVE CONSTRUCTION METHOD 失效
公开(公告)号：JPH06158991A
公开(公告)日：1994-06-07
申请号：JP33507092
申请日：1992-11-19
申请人： UEMURA GIKEN KOGYO KK , KAJIMA CORP
发明人： MARUTA SHINICHI , FUNASAKO TOSHIO , IKEDA TORU , ANDO SUSUMU , FUJIMOTO KAZUHIKO
IPC分类号： E21D9/06 , E21D9/093
摘要： PURPOSE:To eliminate the need for dependence on conventional surveying operation and the decision of an operator completely, to control the propulsive state of caisson- body propulsion simply, rapidly and accurately and to save the labor of operation and improve the accuracy of execution in a method of caisson-body propulsive construction, in which a large number of concrete caisson bodies are arranged, propulsive jacks are disposed among each caisson body and the caisson bodies are propelled successively. CONSTITUTION:Displacement converters 8 are installed to propulsive jacks 2, and pressure transmitters 14 are mounted on the power units 13 of the propulsive jacks 2 and limit switches 15 on the piston heads of the propulsive jacks 2. Outputs from the displacement converters 8 and hydraulic data by the pressure transmitters 14 and the limit switches 15 and the number of the jacks used are introduced to a computer 11, and analyzed and the travels and attitudes of each caisson and the relation of the balance of hydraulic pressure and the working method of thrust and the attitudes of each caisson are detected. A hydraulic operating method, in which attitudes at the time of the movement of the caissons closest to a design are kept, is displayed on the display 17 of the computer 11, and reflected in the next cycle.

7. 发明专利

JP2010112037A Method for removing and restoring underground installation 审中-公开
标题翻译：拆除和恢复地下安装的方法
公开(公告)号：JP2010112037A
公开(公告)日：2010-05-20
申请号：JP2008284400
申请日：2008-11-05
申请人： Penta Ocean Construction Co Ltd , Uemura Giken Kogyo Kk , 五洋建設株式会社 , 植村技研工業株式会社
发明人： MARUTA SHINICHI , ABE FUMITADA , ONODA KOJI , YOKOYAMA HIROMI
IPC分类号： E21D9/06 , E02B3/10
摘要： PROBLEM TO BE SOLVED: To improve constructibility by preventing a traffic hindrance from being caused by the interruption of an upper road and by dispensing with carrying-in/carrying-out and temporary placement of a large amount of sediment in removing an underground installation while a construction range is reduced without requiring construction of large-scale cofferdam revetment in embankment work.
SOLUTION: The underground installation 2 is enclosed with a cylindrical body 8 having a cross section including the underground installation 2. The demolition of the underground installation 2 and the excavation and removal of the sediment are performed in the cylindrical body 8, while the cylindrical body 8 is advanced underground from a starting shaft 9. After the cylindrical body 8 reaches an arrival shaft 10, a void after the movement of the cylindrical body 8 is backfilled while the cylindrical body 8 is returned to the side of the starting shaft 9.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过防止交通阻碍由于上部道路的中断而导致交通阻塞，并通过分配携带/携带和临时放置大量沉积物来移除地下室来提高建筑性施工范围缩短，而不需要在堤防工程中建设大型围堰护岸。
解决方案：地下装置2由具有包括地下装置2的横截面的圆筒体8封闭。地下装置2的拆除和沉积物的挖掘和移除在圆柱体8中进行，同时圆柱体8从起始轴9向地下进入。在圆柱体8到达轴10之后，圆筒体8移动后的空隙被回填，而圆柱体8返回到起始轴的一侧 9.版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2008223397A Construction method for underground structure 审中-公开
标题翻译：地下结构施工方法
公开(公告)号：JP2008223397A
公开(公告)日：2008-09-25
申请号：JP2007065945
申请日：2007-03-15
申请人： Kajima Corp , Uemura Giken Kogyo Kk , 植村技研工業株式会社 , 鹿島建設株式会社
发明人： MARUTA SHINICHI , KOBAYASHI KENJI , UCHIDA HARUO , KIMOTO KIYOTOSHI , MAGARA TAKUMI , SAKAGUCHI TAKUSHI , UEMOTO KATSUHIRO
IPC分类号： E21D9/06 , E21D9/04 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure for providing and extending a rectangular caisson body sequentially in a starting pit to excavate the ground and enabling the construction of the caisson body having large cross section in even a narrow vertical shaft by using divided segments and preventing the segment itself from being damaged even when receiving impulsive force of a jack.
SOLUTION: In this construction method, a rectangular segment ring is formed by combining segment pieces being like a flat plate, having a flat plate L shape, and being a rectangular highly rigid type composite segment constituted by filling the inside blocked by a natural ground side skin plate, a hollow inside side skin plate, and a side plate with concrete, and the rectangular segment rings are sequentially connected in the direction of length to form the rectangular caisson body 19.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于地下结构的施工方法，用于依次在起始坑中提供和延伸矩形沉箱，以挖掘地面，并使得能够构造具有大截面的沉箱体甚至窄垂直轴通过使用分割段并且防止片段本身即使在接收千斤顶的冲击力时也被损坏。解决方案：在这种施工方法中，通过将具有平板L形状的平板状的片段组合成长方形高刚性型复合片而形成矩形片状环，该片段通过填充由自然地面皮肤板，中空内侧皮肤板和具有混凝土的侧板，并且矩形节段沿长度方向依次连接以形成矩形沉箱体19.版权所有（C）2008 ，JPO＆INPIT

9. 发明专利

JP2007154448A Construction method for underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007154448A
公开(公告)日：2007-06-21
申请号：JP2005347760
申请日：2005-12-01
申请人： Kyokuto Kogen Concrete Shinko Kk , Okumura Corp , Uemura Giken Kogyo Kk , 株式会社奥村組 , 植村技研工業株式会社 , 極東鋼弦コンクリート振興株式会社
发明人： UEMURA MAKOTO , UEMURA KENJIRO , MARUTA SHINICHI , TANAKA HIROSHI
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure, which enables a reduction in cost and the shortening of a construction period by dispensing with separate work for excavating a working face section, because sediment in the working face section is pushed out with a box-shaped roof along with the propulsion of a concrete caisson when the concrete caisson is propelled after the box-shaped roof is pressed in, which can enhance safety by saving risky excavation work for the working face section, and which dispenses with large-scale equipment by decentralizing reaction resistance for propelling the caisson.
SOLUTION: The box-shaped roof 6 is assembled and arranged in such a manner as to correspond to the outer shape of the concrete caisson 9 to be propelled, and pressed into the ground from a starting pit 3. After that, a leading end of the concrete caisson 9 is arranged at the end of the box-shaped roof 6, so that the sediment in the working face section can be pushed out with the box-shaped roof 6 while the concrete caisson 9 is propelled and towed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种地下结构的施工方法，其能够通过分配用于挖掘工作面部的分开的工作来降低成本和缩短施工周期，因为工作面部分中的沉积物在盒式屋顶被压入后，当混凝土沉箱被推进时，被推出一个箱形屋顶以及具体沉箱的推进，这可以通过节省工作面部分的危险挖掘工作来提高安全性，其中通过分散用于推动沉箱的反作用力来分配大型设备。解决方案：箱形屋顶6以对应于要推进的混凝土沉箱9的外形的方式组装和布置，并从起始坑3压入地面。之后，混凝土沉箱9的前端设置在箱形屋顶6的端部，使得工作面部分中的沉积物可以在混凝土沉箱9被推进和牵引的同时用箱形屋顶6推出。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2006291649A Construction method for underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2006291649A
公开(公告)日：2006-10-26
申请号：JP2005116922
申请日：2005-04-14
申请人： Kyokuto Kogen Concrete Shinko Kk , Okumura Corp , Uemura Giken Kogyo Kk , 株式会社奥村組 , 植村技研工業株式会社 , 極東鋼弦コンクリート振興株式会社
发明人： UEMURA MAKOTO , UEMURA KENJIRO , MARUTA SHINICHI , TANAKA HIROSHI
IPC分类号： E21D9/06 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure eliminating necessity of work for excavating a working face part separately when pulling a concrete case body after press-fitting a box-type roof to reduce cost and shorten construction term and dispensing with excavation work in the working face part accompanying danger to improve safety.
SOLUTION: The box-type roof 6 is assembled and arranged by corresponding to an outer shape of the concrete case body 9 to be pulled and is press-fitted into the ground from a start pit 3, and a tip part of the concrete case body 9 is arranged in an end part of the box-type roof 6 to push out sediment in the working face part together with the box-type roof 6 simultaneously with traction of the concrete case body 9.
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，在压配合箱型屋顶之后拉动混凝土壳体时，省略了对工作面部分进行挖掘的工作的必要性，以降低成本并缩短施工期并在工作面部分配备挖掘工作，伴随着危险，提高安全性。解决方案：盒型屋顶6通过对应于被拉动的混凝土壳体9的外形而组装和布置，并从起始坑3压配合到地面中，并且其顶端部分混凝土壳体9布置在箱型屋顶6的端部中，以同时与混凝土壳体9的牵引力一起推出工作面部分中的沉积物。盒式主体9 C）2007，JPO＆INPIT

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