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91. 发明专利

JP2009249860A Method of manufacturing granular material for soil improvement 有权
标题翻译：用于土壤改良的制备颗粒材料的方法
公开(公告)号：JP2009249860A
公开(公告)日：2009-10-29
申请号：JP2008096523
申请日：2008-04-02
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI , NAGAO TOSHIMASA , ADACHI HIDEAKI , TAKAKURA KATSUHIKO , ONO TAKESHI , KAWAMATA MUTSUMI , YAMAMOTO YOSHIKI , OHARA TAKAHIKO
IPC分类号： E02D3/10 , C09K17/02 , C09K103/00
摘要： PROBLEM TO BE SOLVED: To provide a method of manufacturing a granular material for soil improvement using a construction waste soil.
SOLUTION: In this method of manufacturing a granular material for soil improvement using a construction waste soil produced at construction sites, the construction waste soil is dried under a decompression environment after freezing to generate a freeze-dried soil. The freeze-dried soil is used as the granular material for soil improvement. The freeze-dried soil may be mixed to a predetermined grain size distribution by crushing and sorting by grain size. The freeze-dried soil may be baked for use of the granular material for soil improvement.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种使用建筑废弃土壤制造用于土壤改良的颗粒材料的方法。解决方案：在使用施工现场生产的建筑废土制造用于土壤改良的颗粒材料的方法中，施工废弃土壤在冷冻后在减压环境下干燥以产生冷冻干燥的土壤。冻干土被用作土壤改良的颗粒材料。冷冻干燥的土壤可以通过粒度的粉碎和分选而混合到预定的粒度分布。可以将冷冻干燥的土壤烘烤以用于颗粒材料用于土壤改良。版权所有（C）2010，JPO＆INPIT

92. 发明专利

JP2009114786A Underground structure and water cutoff method 有权
标题翻译：地下结构和水切割方法
公开(公告)号：JP2009114786A
公开(公告)日：2009-05-28
申请号：JP2007291074
申请日：2007-11-08
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI , OKUBO HIDEYA , ADACHI HIDEAKI
IPC分类号： E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a underground structure and a water cutoff method, having high durability and obtaining a seal structure, facilitating construction.
SOLUTION: This underground structure 1 is constructed using a plurality of tunnel boxes 10, 10 juxtaposed by a jacking method. In the two adjacent tunnel boxes 10, 10, the outer surface 10a of at least one tunnel box opposite to the other tunnel box 10 is provided with an elastic seal member 20 formed of hard rubber having water swelling property, which is disposed along the propulsion direction.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有高耐久性和获得密封结构的地下结构和截水方法，便于施工。解决方案：该地下结构1使用多个通过顶起方法并置的隧道箱10,10来构造。在两个相邻的隧道箱10,10中，与另一个隧道箱10相对的至少一个隧道箱的外表面10a设置有由具有水膨胀性质的硬橡胶形成的弹性密封构件20，弹性密封构件20沿着推进方向。版权所有（C）2009，JPO＆INPIT

93. 发明专利

JP2008285922A Jacking method and jacking pipe 有权
标题翻译：包装方法和打包管
公开(公告)号：JP2008285922A
公开(公告)日：2008-11-27
申请号：JP2007132911
申请日：2007-05-18
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a jacking method improving construction accuracy in jacking construction, and a jacking pipe for use in the jacking method.
SOLUTION: The jacking pipe 1 comprises a pipe body 2 formed with a curve, and a plurality of rotation preventing members 3 protrusively provided on the outer peripheral surface of the pipe body 2 along the axial direction of the pipe body 2, wherein a pair of rotation preventing members 3 are formed in the mutually opposed positions on both sides of the pipe body 2. The jacking method is provided for constructing an underground structure by pressing the jacking pipe 1 into the ground.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种提高起重施工施工精度的顶升方法，以及用于起重方式的顶升管。解决方案：顶管1包括形成有曲线的管体2和沿管体2的轴向突出设置在管体2的外周面上的多个防旋转构件3，其中在管体2的两侧的相互相对的位置上形成有一对旋转防止构件3.该顶置方法用于通过将顶起管1压入地面来构造地下结构。版权所有（C）2009，JPO＆INPIT

94. 发明专利

JP2008274577A Water cutoff member, water cutoff structure, concrete sheet pile connection structure, and steel pipe sheet pile connection structure 审中-公开
标题翻译：水切割部件，水切割结构，混凝土板连接结构和钢管板连接结构
公开(公告)号：JP2008274577A
公开(公告)日：2008-11-13
申请号：JP2007116493
申请日：2007-04-26
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI
IPC分类号： E02D5/14
摘要： PROBLEM TO BE SOLVED: To provide a water cutoff structure which can quickly and positively cut off water.
SOLUTION: The water cutoff structure P is interposed between connection portions of structures 1, 2. The structures 1, 2 have a pair of recesses 15, 25 formed along mutually opposed connection surfaces of the structures 1, 2, and when they are connected together, the pairing recesses 15, 25 are abutted on each other to form an insertion hole 16 into which a water cutoff member 3 formed of a rod-like core 31, and water-swelling materials 32, 32, etc. radially protruding from an external surface of the core 31, is inserted.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以快速，积极地切断水的截水结构。解决方案：隔水结构P插入在结构1,2的连接部分之间。结构1,2具有沿着结构1,2的相互相对的连接表面形成的一对凹部15,25，并且当它们连接在一起，配对凹部15,25彼此抵接以形成插入孔16，由杆状芯31形成的截水构件3和水膨胀材料32,32等径向突出从芯31的外表面插入。版权所有（C）2009，JPO＆INPIT

95. 发明专利

JP2007224521A Joint member for joining tunnels together, and large-section tunnel 有权
标题翻译：加油隧道联合会员及大型隧道
公开(公告)号：JP2007224521A
公开(公告)日：2007-09-06
申请号：JP2006044138
申请日：2006-02-21
申请人： Taisei Corp , 大成建設株式会社
发明人： TAKAKURA KATSUHIKO , MORITA TAIJI , WATABE SHOICHI , TOKIDA KAZUYA
IPC分类号： E21D11/04 , E21D13/00 , F16B21/00 , F16C11/06
摘要： PROBLEM TO BE SOLVED: To provide a joint member for joining tunnels to one another which enables the tunnels to be firmly joined to one another while following meandering even if the tunnels adjacent to each other meander, and a large-section tunnel.
SOLUTION: This joint member 10 comprises: a first tension member 4 which straddles a section between the first and second tunnels adjacent to each other; a second tension member 5 straddles a section between the second and third tunnels adjacent to each other; and a variable connector 3 which is connected to the end of each of the first and second tension members 4 and 5. The variable connecter 3 comprises: a first connecting member 1 which is composed of a female screw member 1b screwed to the end of the first tension member 4, and a hollow sphere 1a rotatably attached to the female screw member 1b and partially having an opening 1a2; a female member 2b which is screwed to the end of the second tension member 5; and a second connecting member 2 which is composed of a female screw member 2b screwed to the end of the second tension member 5, and a fitting member 2a attached to the female screw member 2b fitted into the opening 1a2 and capable of being freely moved in the hollow sphere 1a.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于将隧道彼此连接的接头构件，其使得隧道彼此牢固地连接，同时跟踪曲折，即使相邻的隧道弯曲，以及大型隧道。解决方案：该接头构件10包括：第一张紧构件4，其横跨彼此相邻的第一和第二隧道之间的部分; 第二张力构件5跨越彼此相邻的第二和第三隧道之间的部分; 以及可变连接器3，其连接到第一和第二张力构件4和5中的每一个的端部。可变连接器3包括：第一连接构件1，其由螺纹连接到端部的内螺纹构件1b 第一张力构件4和可旋转地安装到阴螺纹构件1b上并且部分地具有开口1a2的中空球1a; 阴构件2b，其被拧到第二张力构件5的端部; 以及第二连接构件2，其由螺纹连接到第二张紧构件5的端部的内螺纹构件2b和安装在插入开口1a2中的能够自由移动的内螺纹构件2b的嵌合构件2a 中空球1a。版权所有（C）2007，JPO＆INPIT

96. 发明专利

JP2007191944A Subterranean hollow element for anti-soil pressure wall 有权
标题翻译：用于土壤压力墙的地下室中空元素
公开(公告)号：JP2007191944A
公开(公告)日：2007-08-02
申请号：JP2006011958
申请日：2006-01-20
申请人： Fujita Corp , Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Taisei Corp , 大成建設株式会社 , 株式会社フジタ
发明人： FUJIMOTO NAOAKI , MISAWA MAKOTO , ISOZAKI TOMOHITO , MORITA TAIJI , WATABE SHOICHI , TAKAKURA KATSUHIKO , TOKIDA KAZUYA , MATSUOKA KAORU
IPC分类号： E21D11/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a subterranean hollow elements for anti-soil pressure wall capable of surely and easily connecting both hollow elements with each other even if there are mutual inclinations of both adjoining hollow elements or three dimensional placement errors.
SOLUTION: The subterranean hollow elements for anti-soil pressure wall is equipped with hollow element bodies 1, the end plates 2 and 3 located inside of opening sections 1a and 1b of them to be respectively fixed, the first sticks 4 inserting both ends arranged inside of the hollow element bodies 1 in the end plates 2 and 3, the second sticks 5 arranged across over the adjoining hollow element bodies 1 and 1, at the same time, inserting one end in the end plate 2 in one of the hollow element bodies 1 and inserting the other end in the other end plate 3 in the other of the hollow element bodies 1 and elastic supports 6 and 7 intervening among both ends of each of the first sticks 4 and each of the second sticks 5 and the end plates 2 and 3 to make proper compression. The end plates 2 and 3 are used as load carrying plates receiving tensile force of the first stick 4 and the second stick 5 and, at the same time, these sticks 4 and 5 are held in the process of execution. The tensile force of the first stick 4 and the tensile force of the second stick 5 act so that it can balance with the end plates 2 and 3 through the elastic supports 6 and 7.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：即使存在相邻的中空元件的相互倾斜或三维放置误差，也可以提供一种用于防土压力壁的地下中空元件，其能够可靠且容易地将两个中空元件彼此连接。解决方案：用于防土压力墙的地下中空元件装有中空元件体1，位于其开口部分1a和1b内部的端板2和3分别固定，第一棒4插入两个在端板2和3中布置在中空元件主体1内部的端部，跨越相邻的中空元件体1和1布置的第二棒5，同时将一端插入端板2中的一个中中空元件体1并将另一端插入到另一个中空元件体1中的另一端和在第一棒4和每个第二棒5的两端之间插入的弹性支撑件6,7，以及端板2和3以进行适当的压缩。端板2和3用作承受第一棒4和第二棒5的张力的承载板，并且同时保持这些棒4和5的执行过程。第一棒4的张力和第二棒5的张力作用，使得其可以通过弹性支撑件6和7与端板2和3平衡。版权所有：（C）2007，JPO＆INPIT

97. 发明专利

JP2007126899A Connection structure of tunnel and its connection method 审中-公开
标题翻译：隧道连接结构及其连接方法
公开(公告)号：JP2007126899A
公开(公告)日：2007-05-24
申请号：JP2005321203
申请日：2005-11-04
申请人： Taisei Corp , 大成建設株式会社
发明人： TAKAKURA KATSUHIKO , MORITA TAIJI , WATABE SHOICHI , TOKIDA KAZUYA
IPC分类号： E21D13/04 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a connection structure of a tunnel capable of absorbing meanders in the connection structure between a reinforcing member to be precedently placed and a reinforcing member to be backwardly placed and its connection method.
SOLUTION: The connection structure of the tunnel is constituted of a connection steel material which is made to pass through between a plurality of tunnels and a plaster plate to be placed between the end section of the connection steel material to be precedently placed and the end section of the connection steel material to be backwardly placed. A share key is provided to the end section of each of the connection steel materials and the plaster plate. A joint bolt is placed between the end section of each of the connection steel materials and the plaster plate. The share key and the circumference of the joint bolt are filled with grout. After the grout has been solidified, the joint bolt is fastened.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够吸收先前放置的加强构件与要向后放置的加强构件之间的连接结构中的蜿蜒的隧道的连接结构及其连接方法。
解决方案：隧道的连接结构由连接钢材构成，该连接钢材通过多个隧道与石膏板之间通过，放置在先前放置的连接钢材的端部之间，连接钢材的端部将被向后放置。在每个连接钢材和石膏板的端部提供共享钥匙。在每个连接钢材的端部和石膏板之间放置一个关节螺栓。共用钥匙和连接螺栓的圆周填充有灌浆。水泥浆凝固后，关节螺栓被固定。版权所有（C）2007，JPO＆INPIT

98. 发明专利

JP2007092441A Device for constructing tunnel 审中-公开
标题翻译：隧道施工设备
公开(公告)号：JP2007092441A
公开(公告)日：2007-04-12
申请号：JP2005284963
申请日：2005-09-29
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI
IPC分类号： E21D9/08 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To continuously and efficiently improve the ground between tunnels by continuously forming an improved part simultaneously with an advance of a device for constructing the tunnels.
SOLUTION: In this device for constructing the tunnels such as a shield machine 1 used for a shield tunneling method or a guiding machine used for a pipe jacking method, a cutting auger 2 for cutting sediment and a mixing auger 3 for mixing the cut sediment are installed on the side surface of its machine body. The rotational axis of each auger is arranged in parallel to the boring advancing direction.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过与用于构造隧道的装置的前进同时连续地形成改进的部分来连续有效地改善隧道之间的地面。解决方案：在这种用于构造隧道的装置中，例如用于屏蔽隧道方法的屏蔽机1或用于顶管方法的引导机，用于切割沉积物的切割螺旋钻2和用于混合切屑沉积物安装在机体的侧面。每个螺旋推运器的旋转轴线平行于钻孔前进方向布置。版权所有（C）2007，JPO＆INPIT

99. 发明专利

JP2007077677A 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：JP2007077677A
公开(公告)日：2007-03-29
申请号：JP2005266995
申请日：2005-09-14
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI , NISHIKAWA MITSURU , TOKIDA KAZUYA
IPC分类号： E21D13/02 , E21D9/04 , E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To propose a construction method for an underground structure, capable of easily and promptly constructing the underground structure superior in water cut-off performance, constructed by using a plurality of juxtaposed tunnels. SOLUTION: This method constructs the underground structure by using the plurality of tunnels, and includes a process of constructing a preceding tunnel 1A by arranging a jacking box body 10 in the rear of a jacking machine 2 together with excavation of the natural ground by the jacking machine 2 and a process of constructing a succeeding tunnel 1B by being juxtaposed with the preceding tunnel 1A by arranging the jacking box body 10 in the rear of the jacking machine 2 together with the excavation of the natural ground by the jacking machine 2. An outbreak part 30 is formed in a corner part on the succeeding tunnel 1B side of the preceding tunnel 1A in the process of constructing the preceding tunnel 1A, and the corner part of the succeeding tunnel 1B is arranged in the outbreak part 30 in the process of constructing the succeeding tunnel 1B. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提出一种地下结构的施工方法，能够通过使用多个并置的隧道来构建能够容易且及时地构造出水截止性能优异的地下结构。解决方案：该方法通过使用多个隧道构建地下结构，并且包括通过在起重机2的后部布置顶起箱体10以及自然地面的挖掘来构造先前的隧道1A的过程通过顶起机2和通过与前一个隧道1A并列构造后续通道1B的过程，通过将顶起机2的后部与起重机2的自然地面的挖掘一起布置在起重机体2的后部在构造前方隧道1A的过程中，在前一隧道1A的后方隧道1B侧的角部形成有爆发部30，并且后续隧道1B的角部设置在爆发部30中构建后续隧道1B的过程。版权所有（C）2007，JPO＆INPIT

100. 发明专利

JP2007070827A Shield machine, and method of measuring tail clearance and/or dimension of internal space of segment tunnel 有权
标题翻译：屏蔽机和测量分段隧道内部空间的尾部间隙和/或尺寸的方法
公开(公告)号：JP2007070827A
公开(公告)日：2007-03-22
申请号：JP2005256492
申请日：2005-09-05
申请人： Taisei Corp , 大成建設株式会社
发明人： ADACHI HIDEAKI , MORITA TAIJI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine which can simultaneously perform excavation by an excavator and the measurement of a tail clearance etc. and which can automatically measure the dimensions of an internal space of an arbitrary segment ring in the rear of a machine tail, and a method of measuring the tail clearance and/or the dimensions of an internal space of a segment tunnel.
SOLUTION: The shield machine 1 comprises: a shifter 6 which can be rotated around piping 4 for a passage, elongated in the direction of the elongation of the shield machine 1, inside a skin plate 2 constituting the shield machine 1, and which can be moved in the direction of the elongation; telescopic devices 71 and 71 which are mounted on the shifter 6; and a distance sensor 81 which is mounted at the leading end of the telescopic device 71. The distance sensor 81 measures a distance to an inner surface of the skin plate 2, and a distance to a segment, so that the tail clearance, depending on the rotation of the shifter 6 around the piping 4 and the shift of the piping 4 in the direction of the elongation, so that the tail clearance, the circularity of the segment ring, etc. can be automatically measured.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够同时进行挖掘机的挖掘和尾部间隙等的测量的盾构机，其能够自动地测量后方的任意分段环的内部空间的尺寸机尾，以及测量段隧道的内部空间的尾隙和/或尺寸的方法。屏蔽机1包括：移位器6，其能够绕构成屏蔽机1的皮肤板2内的围绕屏蔽机1伸长方向延伸的通道的管道4旋转;以及其可以在伸长的方向上移动; 安装在变速器6上的伸缩装置71和71; 以及距离传感器81，其安装在伸缩装置71的前端。距离传感器81测量到皮肤板2的内表面的距离以及与片段的距离，使得尾部间隙取决于变速器6绕管道4的旋转和管道4沿伸长方向的移动，从而可以自动测量尾间隙，环形环的圆度等。版权所有（C）2007，JPO＆INPIT

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