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1. 发明专利

JP4489934B2 Junction structure of the structure 有权
公开(公告)号：JP4489934B2
公开(公告)日：2010-06-23
申请号：JP2000369019
申请日：2000-12-04
申请人：淳小泉 , 石川島建材工業株式会社
发明人：宗孝大関 , 淳小泉
IPC分类号： E21D11/04 , E04B1/61 , F16B2/06 , F16B5/10

2. 发明专利

JP2007046311A Sealing structure for shaft connection portion 审中-公开
标题翻译：轴连接部分的密封结构
公开(公告)号：JP2007046311A
公开(公告)日：2007-02-22
申请号：JP2005231032
申请日：2005-08-09
申请人： Atsushi Koizumi , Ntt Infranet Co Ltd , エヌ・ティ・ティ・インフラネット株式会社 , 淳小泉
发明人： KOIZUMI ATSUSHI , HONDA FUMIO , FUJIHASHI KAZUHIKO
IPC分类号： E21D11/38 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a sealing structure for a shaft connection portion, which is simple, and ensures stable and positive sealing state over a long period of time in a manner being proof against vibrations of an earthquake.
SOLUTION: According to the sealing structure, a cylindrical mounting sleeve 13 enclosing an external periphery of a tunnel end area 3a of a shield tunnel 3 is arranged on a shaft wall 7 of a shaft 1 to which the tunnel end area 3a is connected, and an annular sealing member 15 having a bag-shaped cross section, containing therein liquid 17, and elastically making contact with the external periphery of the tunnel end area 3a, is arranged inside the mounting sleeve 13. The liquid 17 contained in the sealing member 15 is always set to a predetermined inflating pressure by applying a water pressure thereto by an inflating pressure control means 31, and therefore the sealing member 15 flexibly withstands vibrations, which leads to the stable sealing state.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种简单的轴连接部分的密封结构，并且以防止地震振动的方式在长时间内确保稳定和正的密封状态。解决方案：根据密封结构，包围屏蔽通道3的隧道端部区域3a的外周的圆柱形安装套筒13布置在轴1的轴壁7上，隧道端部区域3a为并且具有袋状截面的环状密封构件15布置在安装套筒13的内侧，该环形密封构件15容纳有液体17并且与隧道端部区域3a的外周弹性接触。密封构件15通过由充气压力控制装置31施加水压而始终设定为预定的膨胀压力，因此密封构件15能够灵活地承受振动，这导致稳定的密封状态。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP3777483B2 segment 失效
公开(公告)号：JP3777483B2
公开(公告)日：2006-05-24
申请号：JP15860596
申请日：1996-06-19
申请人： Jfe建材株式会社 , 淳小泉 , 東急建設株式会社
发明人：久雄伊藤 , 克人大口 , 淳小泉 , 浩戸井田 , 裕司浅上 , 和博藤原 , 康功鈴木 , 伸行高松
IPC分类号： E21D11/08

4. 发明专利

JP2006057452A Shape retainer of segment 有权
标题翻译：形状保持部分
公开(公告)号：JP2006057452A
公开(公告)日：2006-03-02
申请号：JP2005324867
申请日：2005-11-09
申请人： Atsushi Koizumi , Mutsubishi Rubber Co Ltd , Sato Kogyo Co Ltd , Tokyo Metro Co Ltd , 佐藤工業株式会社 , 六菱ゴム株式会社 , 淳小泉 , 東京地下鉄株式会社
发明人： KOIZUMI ATSUSHI , MURAMOTO TOSHIYUKI , KUROMATSU KATSURO , ICHINO MICHIAKI , SHIMIZU YUKINORI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To secure a sufficient space inside a segment, and to retain the segment immediately after assembling the segment.
SOLUTION: Segment retaining bodies 12, 13 for freely advancing-retreating or freely expanding-contracting toward the tunnel central side are arranged in a plurality at a proper interval in the circumferential direction in a rear side position on the inside surface side of a skin plate 8 being an outer shell of a shielding machine 1. The segment retaining bodies 12, 13 are made to be a relative positional relation wherein a rear side segment retaining train 15 is located in a position close to a cutting side of the following train, when the segment retaining group arranged in the peripheral direction is made to be one train and two trains are vertically arranged in the direction of the tunnel, and the front side segment retaining body train 14 is located at a substantially center position of the front-most train segment. The segment retaining bodies 12, 13 are composed of an expandable mat 12 or a hydraulic jack 13 freely expandable-contractible by fluid such as liquid, gas, oil or the like.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了确保段内的足够的空间，并且在组装段之后立即保持段。解决方案：用于向隧道中心侧自由前进或自由伸缩的段保持体12,13在周向上以适当的间隔在内侧表面侧的后侧位置处布置作为屏蔽机1的外壳的表皮板8构成为保持片12,13的相对位置关系，其中后侧片段保持装置15位于接近切割侧的位置当沿周向方向布置的段保持组被制成一列，并且两个列在隧道的方向上垂直布置时，并且前侧段保持体列14位于前侧的大致中心位置最火车段。节段保持体12,13由可膨胀垫12或液压千斤顶13构成，液压千斤顶13可通过诸如液体，气体，油等的流体自由地膨胀。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2005068805A Tunnel segment 审中-公开
标题翻译：隧道部分
公开(公告)号：JP2005068805A
公开(公告)日：2005-03-17
申请号：JP2003299926
申请日：2003-08-25
申请人： Atsushi Koizumi , Kubota Corp , Metro Kaihatsu Kk , Tokyo Metro Co Ltd , メトロ開発株式会社 , 淳小泉 , 東京地下鉄株式会社 , 株式会社クボタ
发明人： KOIZUMI ATSUSHI , YAHAGI SHUICHI , FUJIKI IKUO , OISHI TAKASHI , INOSE JIRO , KONNO TSUTOMU , AOKI TOSHIYUKI , HAMADA KANAME
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a tunnel segment which has a strength for securing sufficient propulsive reaction while suppressing increase in the weight of the entire body and a hike in cost. SOLUTION: In formation of a tunnel wall, a number of the tunnel segments are arranged in a tunnel circumferential direction and a tunnel axial direction, and then connected to each other. Each of the tunnel segments is integrally formed of a metallic material so as to have a pair of outer main girders 1, 2 forming both tunnel axial end faces, a pair of joint plates forming both tunnel circumferential end faces, and a peripheral plate portion 5 extending between both the main girders and both the joint plates in the tunnel circumferential direction. Herein the mounting location of the peripheral plate portion on each outer main girder is set to the center of the outer main girder in a segment thickness direction or on one side of the center closer to an inner edge of the outer main girder in the segment thickness direction. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种隧道段，其具有确保足够的推进反应的强度，同时抑制全身重量的增加和成本上涨。解决方案：在隧道壁的形成中，多个隧道段沿隧道圆周方向和隧道轴向布置，然后彼此连接。每个隧道段由金属材料整体形成，以便具有形成两个隧道轴向端面的一对外主梁1,2，形成两个隧道周向端面的一对接头板和一个周边板部分5 在主梁和隧道周向的两个接头板之间延伸。这里，周边板部分在每个外主梁上的安装位置被设置在外主梁的中心部分的厚度方向上，或者在中心的一侧更靠近外主梁的内边缘的段厚度方向。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2005068804A Tunnel segment 审中-公开
标题翻译：隧道部分
公开(公告)号：JP2005068804A
公开(公告)日：2005-03-17
申请号：JP2003299925
申请日：2003-08-25
申请人： Atsushi Koizumi , Kubota Corp , Metro Kaihatsu Kk , Tokyo Metro Co Ltd , メトロ開発株式会社 , 淳小泉 , 東京地下鉄株式会社 , 株式会社クボタ
发明人： KOIZUMI ATSUSHI , YAHAGI SHUICHI , FUJIKI IKUO , OISHI TAKASHI , INOSE JIRO , KONNO TSUTOMU , AOKI TOSHIYUKI , HAMADA KANAME
IPC分类号： E21D11/04 , E21D11/08 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a tunnel segment which is resistant to formation of puddles in bolt box portions thereof when arranged on a side portion of a shield tunnel.
SOLUTION: The tunnel segment has the bolt box portion B1 formed therein, for connecting between segment main bodies S1 which are adjacent to each other in a tunnel axial direction, by means of bolts. The bolt box portion is opened toward an inner peripheral side of the tunnel. According to the structure of the tunnel segment, mutually facing inner peripheral surfaces m1, m2 of the bolt box portion B1, are formed so as to be separate from each other or divergent at a location closer to the tunnel center in a segment thickness direction.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种隧道段，当设置在屏蔽隧道的侧部时，能够在其螺栓箱部分中形成防水坑。解决方案：隧道段具有形成在其中的螺栓箱部分B1，用于通过螺栓在隧道轴向方向上彼此相邻的段主体S1之间连接。螺栓箱部朝向隧道的内周侧开口。根据隧道段的结构，螺栓箱部分B1的相互面对的内周面m1，m2形成为在分段厚度方向上更靠近隧道中心的位置彼此分离或发散。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004150151A Calculation method for trans-reception load in underpinning and leveling method for existing structure 有权
公开(公告)号：JP2004150151A
公开(公告)日：2004-05-27
申请号：JP2002317331
申请日：2002-10-31
申请人： Atsushi Koizumi , Pacific Consultants Co Ltd , Sato Kogyo Co Ltd , Teito Rapid Transit Authority , パシフィックコンサルタンツ株式会社 , 佐藤工業株式会社 , 淳小泉 , 帝都高速度交通営団
发明人： ICHINO MICHIAKI , SHIMIZU YUKINORI , KOIZUMI ATSUSHI
IPC分类号： E02D27/48 , E02D27/34 , E02D35/00
摘要： PROBLEM TO BE SOLVED: To put an existing structure in a leveling state in a state of performing backfilling and restoration by completing trans-reception by a trans-reception structure in underpinning.
SOLUTION: Before the backfilling, respective point displacements by a load increase by the backfilling are determined so that a building after the backfilling becomes the leveling state; an inverse sign value of these respective point settlement quantities is set as displacement of the existing structure before the backfilling; a trans-reception load for applying the displacement is calculated by a multiple regression formula with measured values of the displacement of respective points of a building, the trans-reception load and an atmospheric temperature as a variable; and after adjusting the trans-reception load of the existing structure based on this calculated trans-reception load, unequal displacement is prevented from remaining in the building after completing underpinning work by performing the backfilling.
COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2003342949A Construction method of underground wall 审中-公开
标题翻译：地下墙施工方法
公开(公告)号：JP2003342949A
公开(公告)日：2003-12-03
申请号：JP2002155693
申请日：2002-05-29
申请人： Atsushi Koizumi , Kumagai Gumi Co Ltd , 淳小泉 , 株式会社熊谷組
发明人： KOIZUMI ATSUSHI , WATANABE NORIO , IWANAMI MOTOI , KANEDA NORIO
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To solve the problem that strength of placed concrete is lowered because a ground stabilizing liquid and concrete are substituted by placing concrete in muddy water according to a construction method of conventional underground walls. SOLUTION: Upper and lower open pipe-like units 4 are successively piled upward of a bottom unit 3, and water sealing coupling is performed between these unit. The units 3, 4, 4, etc., are settled in a trench by placing concrete in the pipe-like unit 4 while floating these units on the muddy water 2 (ground stabilizing liquid) filled in the trench 1 for underground wall construction, and preceding elements 5 are constructed. Prescribed intervals are spaced laterally of the preceding element, the next preceding element is constructed and so forth. Subsequent elements are constructed between the preceding elements in the same procedure as the construction procedure of the preceding element. The water sealing coupling is performed between the subsequent element and each preceding element. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：解决由于通过根据传统地下墙的施工方法将混凝土置于泥水中来代替地面稳定液体和混凝土来解决放置混凝土的强度降低的问题。解决方案：上部和下部开放的管状单元4连续地堆叠在底部单元3的上方，并且在这些单元之间执行水封耦合。单元3,4,4等通过将混凝土放置在管状单元4中而将其放置在填充在用于地下墙结构的沟槽1中的泥浆水2（地面稳定液体）上而沉降在沟槽中，并构造前面的元件5。规定的间隔在前一个元件的横向间隔开，下一个前一个元件被构造等等。后续元素以与前一元素的构造过程相同的过程在前述元素之间构建。在后续元件和每个前一元件之间执行水封耦合。版权所有（C）2004，JPO

9. 发明专利

JP4762868B2 Segment of the shape-retaining device 有权
公开(公告)号：JP4762868B2
公开(公告)日：2011-08-31
申请号：JP2006327989
申请日：2006-12-05
申请人：佐藤工業株式会社 , 淳小泉 , 東京地下鉄株式会社
发明人：敬司大石 , 淳小泉 , 淳一早川 , 利行村本 , 秀一矢萩
IPC分类号： E21D11/40

10. 发明专利

JP4750568B2 Construction methods and tunnel joining portion structure of the tunnel joining portion 有权
公开(公告)号：JP4750568B2
公开(公告)日：2011-08-17
申请号：JP2006020113
申请日：2006-01-30
申请人：佐藤工業株式会社 , 淳小泉
发明人：寿男吉成 , 俊嗣大橋 , 淳小泉 , 正和広田 , 淳一早川 , 利行村本 , 康成進邦
IPC分类号： E21D9/06 , E21D9/04 , E21D11/10 , E21D13/02

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