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21. 发明专利

JP2007009566A Propulsion construction method for small soil cover section 审中-公开
标题翻译：小土壤覆盖部分的推进施工方法
公开(公告)号：JP2007009566A
公开(公告)日：2007-01-18
申请号：JP2005192722
申请日：2005-06-30
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MIKI KEIZO , IZAWA MASAYOSHI , SAKAMOTO MASAAKI , HAYASHI SEITAKU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a propulsion construction method for a small soil cover section, which construction method surely prevents ground subsidence upon constructing a tunnel in a small soil cover section passing under a road, etc., and employs a lubricant that does not react chemically on a backing material.
SOLUTION: A cutter head 8 of a main shield 6a located on the left of a shield machine 1 is rotated to excavate the ground, and a slide jack 10 is stretched to propel the main shield 6a from a front trunk 3. As a result, an overcut portion is formed between the main shield 6a and the soil. When the overcut portion is left as it is, the soil around the main shield 6a become loose, which may leads to ground subsidence. To prevent ground subsidence and reduce a frictional force produced between the main shield 6a and the soil, the main shield 6a is propelled as the lubricant delivered from an injection unit 14 is injected by pressure into the overcut portion via an injection hole 13.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种小型土壤覆盖部分的推进施工方法，该施工方法在通过道路等的小型土壤覆盖段内建造隧道时，确实防止地面沉降，并采用润滑剂这不会在背衬材料上发生化学反应。解决方案：位于屏蔽机1左侧的主屏蔽件6a的切割头8被旋转以挖掘地面，并且滑动插座10被拉伸以从主干3推进主屏蔽6a。作为结果，在主屏蔽6a和土壤之间形成过切割部分。当切割部分原样保留时，主屏蔽层6a周围的土壤变松，这可能导致地面沉降。为了防止地面沉降并且减小主屏蔽6a和土壤之间产生的摩擦力，当从注射单元14输送的润滑剂通过注射孔13被压入注入切口部分时，主屏蔽6a被推进。
版权所有（C）2007，JPO＆INPIT

22. 发明专利

JP2006046061A Pipe jacking method of shielding machine and shielding machine 有权
标题翻译：屏蔽机和屏蔽机的管道封堵方法
公开(公告)号：JP2006046061A
公开(公告)日：2006-02-16
申请号：JP2005187112
申请日：2005-06-27
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MIKI KEIZO , HAYASHI SEITAKU , YOKOMIZO FUMIYUKI , SAKAMOTO MASAAKI , HADATE SEIJI , YOSHIDA KIMIHIRO , INOUE SADAFUMI , IZAWA MASAYOSHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shielding machine and a pipe jacking method of the shielding machine, capable of advancing boring without causing a ground change in state, when constructing a tunnel for passing under a road.
SOLUTION: A plurality of main shields 6 and a plurality of large diameter shields 26 are combined, and a main shield 26 having a diameter larger than an upper stage is arranged in a lower stage, and the main shield 6 arranged in the upper stage is driven in the first place. While rotatingly driving a cutter head 28 of the two main shields 26 and 26 of the lower stage in a state of projecting the three main shields 6, 6 and 6 of the upper stage, a shielding machine 20 body composed of a front body 3 and a rear body 16 is advanced by extending a shielding jack in a state of storing the two large diameter main shields 26 and 26 of the lower stage in the front body 3, and the ground positioned in front of the large diameter main shields 26 and 26, is excavated by a cutter 29 of the cutter head 28. The three main shields 6, 6 and 6 of the upper stage are stored in the front body 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种屏蔽机的屏蔽机和顶管方法，能够在构造用于通过道路的隧道的情况下，在不引起地面变化的情况下进行镗孔。解决方案：多个主屏蔽6和多个大直径屏蔽26被组合，并且具有大于上层的直径的主屏蔽26布置在下层，并且主屏蔽6布置在上层是第一位。在突出上级的三个主屏蔽6,6和6的状态下旋转地驱动下级的两个主屏蔽26和26的刀头28，一个屏蔽机20主体由前体3和通过在前主体3中存储下级的两个大直径主屏蔽26和26的状态下延伸屏蔽插座并且位于大直径主屏蔽26和26前面的地面来延伸后体16 由刀头28的切割器29挖出。上层的三个主屏蔽6,6和6被存储在前身体3中。（C）2006，JPO＆NCIPI

23. 发明专利

JP2005194809A Method of connecting branch pipe with underground main pipe 审中-公开
标题翻译：分支管与地下主管连接的方法
公开(公告)号：JP2005194809A
公开(公告)日：2005-07-21
申请号：JP2004003744
申请日：2004-01-09
申请人： Geostr Corp , Komatsu Ltd , Kumagai Gumi Co Ltd , Ohbayashi Corp , Sato Kogyo Co Ltd , ジオスター株式会社 , 佐藤工業株式会社 , 株式会社大林組 , 株式会社小松製作所 , 株式会社熊谷組
发明人： TAKEDA KUNIO , MORIYA YOICHI , IZAWA MASAYOSHI , KATSUNUMA KIYOSHI , KIDO YOSHIKAZU , TANAKA HIDEKI , HAYAKAWA JUNICHI
IPC分类号： E21D9/06 , F16L1/024
摘要： PROBLEM TO BE SOLVED: To greatly reduce danger in work under an inferior environment or work in oxygen deficiency. SOLUTION: The method of connecting a branch pipe 12 with a main pipe 10 for sewerage during use through an opening 14 formed on a side wall of the main pipe 10 comprises a step of forming an outer pipe 16 covering an outer periphery of the opening 14 forming part by advancing and excavating of a jacking machine, a step of leaving the outer pipe 16 and recovering the jacking machine after a top end of the outer pipe 16 reaches an outer peripheral surface of the main pipe 10 and then forming an annular reinforcing part 40 on the outer periphery of the opening 14 forming part in the outer pipe 16, and a step of installing the branch pipe 12 after forming the opening 14 by removing the side wall of the main pipe 10. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：大大降低恶劣环境下的工作危险或缺氧。解决方案：通过形成在主管10的侧壁上的开口14，将分支管12与用于污水的主管10连接的方法包括形成覆盖主管10的外周的外管16的步骤开口部14通过推进挖掘上升机构成部分，在外管16的顶端到达主管10的外周面之后离开外管16并回收上升机的步骤，然后形成在外管16中形成部分的开口14的外周上的环形加强部40，以及通过去除主管10的侧壁而在形成开口14之后安装分支管12.步骤：（C）2005，JPO＆NCIPI

24. 发明专利

JP2010281207A Segment shape holding device and segment shape holding method by use of the segment shape holding device 审中-公开
标题翻译：分段形状保持装置和分段形状使用分段形状保持装置的保持方法
公开(公告)号：JP2010281207A
公开(公告)日：2010-12-16
申请号：JP2010219960
申请日：2010-09-29
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , IZAWA MASAYOSHI , HAYASHI SEITAKU , SAKAMOTO MASAAKI , KOGA HIROSHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment shape holding device capable of improving workability of tunnel construction work and holding a shape of the latest segment while maintaining effect of shape holding of the segment assembled immediately before the construction work and to provide a segment shape holding method by use of this segment shape holding device.
SOLUTION: This segment shape holding device 31 includes a support frame 35 having one end connected with a vertical beam 33 provided in a tail part 5 of a shield machine 1 and having the other end protruding behind the shield machine 1, a pair of right and left vertically extending and contracting means 37 attached to the support frame 35 and being vertically extensible and contractible, a bracket 39 connected with upper end parts of the vertically extending and contracting means 37 by pins to swing forward, backward, and freely in the direction of advance of the shield machine 1, two sliding parts 43 each having a sliding body 41 connected with an upper part of the bracket 39, abutted on an inner face of the segment 13, and being slidable along the inner face, and two sliding parts 43 connected with lower end parts of the vertically extending and contracting means 37.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：解决问题的方案为了提供能够提高隧道施工作业的作业性和保持最新段的形状的段形保持装置，同时保持在施工作业之前装配的段的形状保持的作用，并提供一种使用该段形状保持装置的片段形状保持方法。解决方案：该段形状保持装置31包括支撑框架35，其一端与设置在屏蔽机1的尾部5中的垂直梁33连接，另一端突出在屏蔽机1后面，一对附接到支撑框架35并且可垂直延伸和收缩的右和左垂直延伸和收缩装置37，通过销向上，向后和自由地摆动地与竖直延伸和收缩装置37的上端部分连接的托架39 屏蔽机1的前进方向，具有与支架39的上部连接的滑动体41的两个滑动部43抵接在节段13的内表面上，并且能够沿着内表面滑动，并且两个滑动部件43与垂直延伸和收缩装置37的下端部分相连。版权所有：（C）2011，JPO＆INPIT

25. 发明专利

JP2010281206A Segment shape holding device and segment shape holding method by use of the segment shape holding device 有权
标题翻译：分段形状保持装置和分段形状使用分段形状保持装置的保持方法
公开(公告)号：JP2010281206A
公开(公告)日：2010-12-16
申请号：JP2010219959
申请日：2010-09-29
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , IZAWA MASAYOSHI , HAYASHI SEITAKU , SAKAMOTO MASAAKI , KOGA HIROSHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment shape holding device capable of improving workability of tunnel construction work and holding a shape of the latest segment while maintaining satisfactory effect of shape holding of the segment assembled immediately before the construction work.
SOLUTION: This segment shape holding device 60 includes a support frame 35, a pair of right and left extending and contracting means 67 being attached to both of end parts of the support frame 35 and being extensible and contractible in the right and left directions, respectively, brackets 39 connected with outward sides of the right and left extending and contracting means 67 to swing freely in the direction of tunnel, and two sliding parts 43 connected with outward sections of each bracket 39.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够提高隧道施工作业的加工性和保持最新段的形状的段形保持装置，同时保持在施工作业之前组装的段的形状保持的良好效果。解决方案：该段形状保持装置60包括支撑框架35，一对右和左伸缩装置67，其附接到支撑框架35的两个端部并且在左右可伸缩方向分别是与右，左伸缩装置67的外侧连接的支架39，以便沿隧道方向自由摆动;以及两个滑动部分43，其与每个托架39的外部部分相连。）2011，JPO＆INPIT

26. 发明专利

JP2010126997A Method and structure for preventing subsidence of shield machine 有权
标题翻译：防止屏蔽机械依赖的方法和结构
公开(公告)号：JP2010126997A
公开(公告)日：2010-06-10
申请号：JP2008303010
申请日：2008-11-27
申请人： Ohbayashi Corp , 株式会社大林組
发明人： IZAWA MASAYOSHI , MIKI KEIZO , YOKOMIZO FUMIYUKI , KIMURA TSUTOMU , YOSHIDA KIMIHIRO
IPC分类号： E21D9/06 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for preventing subsidence of a shield machine, which can prevent the subsidence of the shield machine when the shield machine is propelled. SOLUTION: A tunnel 4, which is to be bored by the shield machine 3 starting from the ground and reaching the ground, includes a down approach section 7 which has a down-grade for reaching a predetermined depth from a ground starting section 5, a tunnel section 8 which is constructed at the predetermined depth, and an up-approach section 9 which has an up-grade for reaching a ground arrival section 6 from a terminal end of the tunnel section 8. Improved bodies 1 undergoing soil improvement are provided in the lower sections and peripheries of excavation-planned areas 10, which are to be excavated by the shield machine 3, of both the approach sections 7 and 9, respectively. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于防止屏蔽机器沉降的方法和结构，其可以防止当屏蔽机器被推进时屏蔽机器的下沉。解决方案：从地面开始并到达地面的要被屏蔽机3钻孔的隧道4包括一个向下接近部分7，该下部接近部分7具有从地面开始部分达到预定深度的低档 5，以规定深度构造的隧道部8，以及从隧道部8的终端到达地面到达部6的上坡的上部接近部9。经过土壤改良的改良体1 分别设置在两个接近部分7和9中的由屏蔽机器3挖掘的挖掘规划区域10的下部和外围。版权所有（C）2010，JPO＆INPIT

27. 发明专利

JP2010126996A Method for preventing lining body from floating up 有权
标题翻译：防止浮起身体的方法
公开(公告)号：JP2010126996A
公开(公告)日：2010-06-10
申请号：JP2008303009
申请日：2008-11-27
申请人： Ohbayashi Corp , 株式会社大林組
发明人： IZAWA MASAYOSHI , MIKI KEIZO , YOKOMIZO FUMIYUKI , KIMURA TSUTOMU , YOSHIDA KIMIHIRO
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a method for preventing a lining body from floating up, which can surely prevent the lining body from floating up by buoyancy of groundwater, when a shield machine is propelled.
SOLUTION: A drainage device 40 is mounted in the mouth of a grout hole 38 of an invert portion of a U-shaped lining body 35 or an annular lining one 36. The drainage device 40 includes: a first on-off valve 41 which is connected to the grout hole 38; a cross joint 42 which is connected to the first on-off valve 41 and which enables a channel to branch off in three directions; and a preventer 43, a drain hose 44 and a hose 45 for injecting a back-filling material, which are each connected to the cross joint 42.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止衬里体浮起的方法，当屏蔽机器被推进时，这可以确保防止衬里体浮起地下水浮力。解决方案：排水装置40安装在U形衬里主体35或环形衬里一个36的反转部分的灌浆孔38的口部中。排水装置40包括：第一开关阀 41连接到灌浆孔38; 十字接头42，其连接到第一开关阀41，并且能够使通道在三个方向上分支; 以及防止件43，排水软管44和用于注射填充材料的软管45，每个连接到十字接头42.版权所有（C）2010，JPO＆INPIT

28. 发明专利

JP2009243221A Shield machine, and starting method and arrival method therefor 有权
标题翻译：屏蔽机，起动方法及其方法
公开(公告)号：JP2009243221A
公开(公告)日：2009-10-22
申请号：JP2008093221
申请日：2008-03-31
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , TSUCHIYA KOSABURO , YOKOMIZO FUMIYUKI , FUKUMOTO KATSUJI , OTA MASASHI , NOMURA KAZUNARI , IZAWA MASAYOSHI , HINO YOSHIJI
IPC分类号： E21D9/087 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine which facilitates linear control in tunnel excavation and which does not damage natural ground at its start, and a starting method therefor. SOLUTION: The shield machine 1 advances into the natural ground 13, while a slope 19 is excavated by cutter heads 10 of upper and lower cutter portions 2 and 3. Earth covering thickness in the advance of the shield machine 1 into the natural ground 13 is set 0.3 times as large in dimension as the height H of the shield machine 1. Thus, since the self-weight of an earthfill section is greater in magnitude than a frictional force which is generated between the natural ground 13 and the shield machine 1 along with the advance of the shield machine 1 into the natural ground 13, the earthfill section is prevented from swelling by being pulled in the penetration direction of the shield machine 1. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种便于隧道掘进中的线性控制并且在其起始时不会损坏自然地面的盾构机及其起动方法。解决方案：屏蔽机1前进到自然地13，而斜面19由上下刀具部分2和3的切割头10挖掘。屏蔽机1前进的覆盖层厚度为自然地面13的尺寸设定为屏蔽机1的高度H的0.3倍。因此，由于埋地区的自重大于在自然地面13和屏蔽层之间产生的摩擦力的大小机器1随着屏蔽机1进入天然地面13，通过在屏蔽机1的穿透方向上被拉动，防止了填埋部分膨胀。版权所有（C）2010，JPO＆INPIT

29. 发明专利

JP2008002156A Rolling correcting structure of segment unit, and rolling correcting segment unit 有权
标题翻译：滚动校正单元的校正结构，滚动校正单元
公开(公告)号：JP2008002156A
公开(公告)日：2008-01-10
申请号：JP2006172623
申请日：2006-06-22
申请人： Ishikawajima Constr Materials Co Ltd , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社
发明人： TSUJI TADAHIKO , YOSHIDA KIMIHIRO , IZAWA MASAYOSHI , KOGA HIROSHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , MINEZAKI AKIHIRO
IPC分类号： E21D11/08 , E02D29/05
摘要： PROBLEM TO BE SOLVED: To correct the rolling of a segment ring, and to prevent a step from being formed in an upper section by the correction of rolling. SOLUTION: When the rectangular segment ring 1A on an inclined section causes the rolling, the rolling is eliminated by laying a rolling-correcting approximately U-shaped segment 15 with an approximately U-shaped cross section, adjacently to the rolled segment ring 1A laid at the end of a tunnel 2B. In the segment 15, an inter-ring joint 13 of a first jointing surface 7a to be joined to the rolled segment ring 1A is set in a position shifted by a rolling angle θ from an inter-ring joint 3 of a second jointing surface 7b. In an approach section 2A, the rolling is eliminated by joining the segment 15 to the rolled segment ring 1A. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了校正分段环的滚动，并且通过滚动校正来防止在上部形成台阶。解决方案：当倾斜部分上的矩形环形环1A导致轧制时，通过铺设具有大致U形横截面的轧制校正大致U形段15，相邻于轧制段环 1A放置在隧道2B的尽头。在节段15中，要连接到轧制段环1A的第一接合表面7a的环形间接头13被设置在从第二接合表面7b的环形间接头3偏移了滚动角θ的位置。在接近部分2A中，通过将段15连接到轧制段环1A来消除轧制。版权所有（C）2008，JPO＆INPIT

30. 发明专利

JP2007217926A Propulsion control system for sealed type shield machine, and propulsion control method using the propulsion control system 审中-公开
标题翻译：密封型防护罩机械的推进控制系统及使用推进控制系统的推进控制方法
公开(公告)号：JP2007217926A
公开(公告)日：2007-08-30
申请号：JP2006038549
申请日：2006-02-15
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , IZAWA MASAYOSHI , HAYASHI SEITAKU , SAKAMOTO MASAAKI , KOGA HIROSHI , IWASHITA MASATAKE
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a propulsion control system for a sealed type shield machine, which can easily acquire a pressure state of the overall working face, allows the operator to instantaneously and easily check the location and the degree of abnormality with the eyes when pressure abnormality occurs, and is provided with a means for immediately taking countermeasures against the abnormality, and to provide a propulsion control method using the propulsion control system.
SOLUTION: The propulsion control system is formed of: a pressure measuring means 16 for measuring the pressure in a chamber 4; a display means 17 for displaying a result of measurement measured by the pressure measuring means 16 in a 3D graphics; a removed earth control means 18 for adjusting an earth removing speed for removing excavated earth in the chamber 4; and a propulsion control means 19 for adjusting propelling speeds of main shields 6, and an earth pressure balanced shield machine 1 main body, respectively.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种可以容易地获得整个工作面的压力状态的密封式屏蔽机的推进控制系统，允许操作者即时并且容易地检查位置和异常程度当发生压力异常时的眼睛，并且设置有用于立即采取对抗异常的对策的装置，并且提供使用该推进控制系统的推进控制方法。解决方案：推进控制系统由用于测量腔室4内的压力的压力测量装置16形成; 显示装置17，用于以3D图形显示由压力测量装置16测量的测量结果; 用于调节用于移除腔室4中的挖掘的土的排土速度的移除的土方控制装置18; 以及用于分别调整主屏蔽件6和地压平衡屏蔽机1主体的推进速度的推进控制装置19。版权所有（C）2007，JPO＆INPIT

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