专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2008274555A Shield machine and method for managing assembly precision of segment ring 有权
标题翻译：用于管理分段环的组装精度的屏蔽机和方法
公开(公告)号：JP2008274555A
公开(公告)日：2008-11-13
申请号：JP2007115842
申请日：2007-04-25
申请人： Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , Ohbayashi Corp , 三菱重工地中建機株式会社 , 株式会社大林組
发明人： FUKUMOTO KATSUJI , MIKI KEIZO , MORIYA YOICHI , TAKEDA ATSUSHI , OTA MASASHI , UCHIHASHI SHUICHI , KOMATSUBARA KUNIO , MATSUURA DAISUKE , NAKANO SATOSHI , IGUCHI YASUO
IPC分类号： E21D11/40 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine provided with a measuring means capable of measuring roundness of a segment ring assembled by an erector with high precision. SOLUTION: This shield machine 2 is provided with the measuring means 40 for measuring roundness of the assembled segment ring 24 behind the erector 26 for assembling a plurality of segments 22 into a cylindrical shape by adding and joining them to/with the segment ring 24 in the forefront part constructed already in a cylindrical lined body. The measuring means 40 is provided with a measurement reference frame 401 like an annular ring having smaller diameter than that of the segment ring 24 and provided by letting its center agree with a shaft axis of the shield machine 2 and a plurality of non-contact type sensors 402 attached to the measurement reference frame to detect a clearance among an inner face of the segment ring 24 and the sensors vertically. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有测量装置的屏蔽机构，该测量装置能够高精度地测量由竖立器组装的分段环的圆度。
解决方案：该屏蔽机2设有测量装置40，用于测量装配的分段环24在竖立架26后面的圆度，用于通过将多个节段22与节段最前面的环24已经在一个圆柱形的衬里上。测量装置40设置有类似于环形圈的测量参考框架401，该环形环的直径小于段环24的直径，并且通过使其中心与屏蔽机器2的轴线一致并且具有多个非接触型传感器402附接到测量基准框架，以检测分段环24的内表面和传感器垂直之间的间隙。版权所有（C）2009，JPO＆INPIT

2. 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

3. 发明专利

JP2009203717A Concrete structure 有权
标题翻译：混凝土结构
公开(公告)号：JP2009203717A
公开(公告)日：2009-09-10
申请号：JP2008047629
申请日：2008-02-28
申请人： Ishikawajima Constr Materials Co Ltd , Kajima Corp , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社 , 鹿島建設株式会社
发明人： OZEKI MUNETAKA , HASHIMOTO HIROHIDE , ASANO HIROSUKE , HOSHI HIDENORI , MINEZAKI AKIHIRO , NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , TAMADA KOICHI , FURUICHI KOSUKE , ARAI TAKAHIRO , INOUE TADASHI , KANAI MAKOTO , FUKUMOTO KATSUJI , MIKI KEIZO , YOKOMIZO FUMIYUKI , TASAKA MIKIO , YOSHIDA KIMIHIRO , KAWAKAMI SUENOBU
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a concrete structure which is low in cost and high in strength, and can prevent concrete fracture.
SOLUTION: A segment 1 or the concrete structure is formed like an almost arcuate plate consisting of steel members 2 and concrete 3. The plurality of segments constitute a cylindrical wall body by being connected to each other in a circumferential and axial directions. The steel member 2 includes main steel members 10, 11, 12 almost arcuately curved and arranged along the tunnel circumferential direction, and both longitudinal edges of each of the main steel members 10, 11, 12 are exposed to contact surfaces 4 for connecting the segments together in the tunnel circumferential direction. Thus, when the contact surfaces 4 are connected together, both the edges of each of the main steel members 10, 11, 12 are connected together.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种成本低，强度高的混凝土结构，可以防止混凝土断裂。解决方案：段1或混凝土结构形成为由钢构件2和混凝土3组成的几乎弧形的板。多个段通过在周向和轴向彼此连接而构成圆柱形壁体。钢构件2包括沿着隧道圆周方向几乎弧形弯曲并且布置的主钢构件10,11,12，并且每个主钢构件10,11,12的两个纵向边缘暴露于接触表面4，用于连接段一起在隧道圆周方向。因此，当接触表面4连接在一起时，每个主钢构件10,11,12的两个边缘连接在一起。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2008202284A Segment joint 有权
标题翻译：分部接合
公开(公告)号：JP2008202284A
公开(公告)日：2008-09-04
申请号：JP2007038406
申请日：2007-02-19
申请人： I L C:Kk , Ishikawajima Constr Materials Co Ltd , Ohbayashi Corp , 株式会社アイ・エル・シー , 株式会社大林組 , 石川島建材工業株式会社
发明人： FUKUMOTO KATSUJI , UEDA JUN , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , KUNITO TAKASHI , OTSUKA ISAMU , SHIMODA KAZUMI
IPC分类号： E21D11/04 , F16B7/04 , F16B7/20 , F16B7/22 , F16B19/10
摘要： PROBLEM TO BE SOLVED: To prevent the easy coming-off of a male joint from a female joint by regulating displacement in a coming-off direction.
SOLUTION: The male joint 10 comprises a fitting rod 11, the hollow hole 11c of which is provided at a leading end side, and a pin 12, the pin base end 12a of which is housed and held in the hollow hole 11c and the swelling portion 12c of which is provided on a leading end side. The female joint 20 comprises: a fitting cylinder 21 which allows the insertion of the male joint 10, and which has a bored portion 21b positioned on a back side with respect to a body portion 21a and having a diameter larger than an inner diameter of the body portion 21a; and a bottom portion 22 which is positioned in the back portion of the fitting hole of the fitting cylinder 21. A male-side step portion 13a is formed at the rod leading end 11a of the fitting rod 11, and a female-side step portion 23 is provided on a boundary between the body portion 21a of the fitting cylinder 21 and the bored portion 21b. When the male joint 10 is inserted into the female joint 20, the male-side and female-side step portions 13a and 23 are put into the state of being capable of being engaged with each other by being hooked on each other.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过调节在离开方向上的位移来防止阳接头从阴接头容易地脱落。解决方案：阳接头10包括装配杆11，其中空孔11c设置在前端侧，销12，其基座端12a容纳并保持在中空孔11c中其隆起部12c设置在前端侧。阴接头20包括：嵌合筒21，其允许插入阳接头10，并且具有相对于主体部分21a位于背侧的具有大于内径的直径的钻孔部分21b 主体部分21a; 以及位于配合筒21的嵌合孔的后部的底部22.阳侧台阶部13a形成在装配杆11的杆前端11a，阴侧台阶部 23设置在嵌合筒21的主体部分21a和钻孔部分21b之间的边界上。当阳接头10插入阴接头20中时，阳侧和阴侧台阶部分13a和23通过彼此钩住而处于能够彼此接合的状态。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2006214101A Hole-curvature measuring apparatus and chemical-agent injection method using it 有权
标题翻译：孔弯曲测量装置和化学注射方法
公开(公告)号：JP2006214101A
公开(公告)日：2006-08-17
申请号：JP2005025640
申请日：2005-02-01
申请人： Ohbayashi Corp , 株式会社大林組
发明人： FUKUMOTO KATSUJI , UEDA AKIO , MATSUMOTO SHIN , MURATA YOSHIO , OHINATA MASAAKI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a small-diameter and high-precision hole-curvature measuring apparatus which can be used by being inserted into an injection outer pipe, an upward borehole or the like, and a chemical-agent injection method using the apparatus. SOLUTION: In the hole-curvature measuring apparatus, a triaxial magnetic sensor 11, a triaxial acceleration sensor 13, a signal processing circuit part 12, a power supply circuit and a signal transmission circuit part 14 are internally provided in a cylindrical container 10 of a nonmagnetic material. In the structure of each magnetic sensor of the triaxial magnetic sensor, a rod-shaped core material, around which a coil is wound, is fixed by means of a silicon material, and further fixed in the state of being put into a holder so as to prevent a deviation in shaft arrangement from being caused by vibrations. In the chemical-agent injection method, a casing 1 is pulled out by erecting the injection outer pipe 2 after casing drilling; after that, hole curvature is measured by inserting the hole-curvature measuring apparatus 5 into the injection outer pipe 2; and subsequently, a chemical agent is injected by erecting an injection inner pipe with a packer into the injection outer pipe 2. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以通过插入注射外管，向上钻孔等中使用的小直径和高精度的孔曲率测量装置，以及化学剂注入方法使用该设备。解决方案：在孔曲率测量装置中，三轴磁传感器11，三轴加速度传感器13，信号处理电路部分12，电源电路和信号传输电路部分14内部设置在圆筒形容器 10的非磁性材料。在三轴磁传感器的每个磁传感器的结构中，通过硅材料固定线圈缠绕在其上的棒状芯材，并进一步固定在保持器的状态，以便以防止轴的布置偏离由振动引起。在化学剂注入方法中，通过在套管钻井后架设注射外管2，将套管1拉出; 之后，通过将孔曲率测量装置5插入注射外管2中来测量孔弯曲度; 然后通过将具有封隔器的注射内管竖立到注射外管2中来注入化学试剂。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2009215771A Concrete member and its manufacturing method, and composite segment and its manufacturing method 有权
标题翻译：混凝土构件及其制造方法及其复合材料及其制造方法
公开(公告)号：JP2009215771A
公开(公告)日：2009-09-24
申请号：JP2008060093
申请日：2008-03-10
申请人： Ishikawajima Constr Materials Co Ltd , Kajima Corp , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社 , 鹿島建設株式会社
发明人： OZEKI MUNETAKA , HASHIMOTO HIROHIDE , ASANO HIROSUKE , HOSHI HIDENORI , MINEZAKI AKIHIRO , NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , TAMADA KOICHI , FURUICHI KOSUKE , ARAI TAKAHIRO , INOUE TADASHI , KANAI MAKOTO , FUKUMOTO KATSUJI , MIKI KEIZO , YOKOMIZO FUMIYUKI , TASAKA MIKIO , YOSHIDA KIMIHIRO , KAWAKAMI SUENOBU
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To attain thinning and cost reduction while securing high strength. SOLUTION: A first main steel member 12 is disposed between main seal parts 17a, 17b having seal grooves 16 provided at a pair of opposed joint surfaces 6a, 6b of a composite segment 1. Two first wedge members 18 are press-fitted in reverse directions between one end of the first main steel member 12 and the main seal part 17b so as to be in close contact with each other. A second main steel member 13 is disposed between second compression transmission members 20a, 20b provided at the pair of joint surfaces 6a, 6b. Two second wedge members 21 are press-fitted in reverse directions between one end of the second main steel member 13 and the second compression transmission member 20b so as to be in close contact with each other. Three sets of the first main steel members 12 and the second main steel members 13 placed facing and connected by bundle members are arranged along the joint surfaces at predetermined spaces and covered with concrete. The first main steel members 12 are exposed to the outer peripheral surface, and a skin plate 3 is welded thereto. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在确保高强度的同时实现减薄和降低成本。解决方案：第一主钢构件12设置在具有设置在复合段1的一对相对的接合表面6a，6b处的密封槽16的主密封部分17a，17b之间。两个第一楔形构件18被压配合在第一主钢构件12的一端和主密封部17b之间的相反方向上彼此紧密接触。第二主钢构件13设置在设置在一对接合表面6a，6b处的第二压缩传动构件20a，20b之间。两个第二楔形构件21在第二主钢构件13的一端和第二压缩传动构件20b之间相反地压配合以彼此紧密接触。沿着接合表面以预定的间隔布置三个面对并由束构件连接的第一主钢构件12和第二主钢构件13，并被混凝土覆盖。第一主要钢构件12暴露于外周表面，并且将外壳板3焊接在其上。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2009138442A Segment, shield tunnel construction method, and shield tunnel 有权
标题翻译：分段，盾构隧道施工方法和盾构隧道
公开(公告)号：JP2009138442A
公开(公告)日：2009-06-25
申请号：JP2007316404
申请日：2007-12-06
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ISHIDA TOMOKO , KANAI MAKOTO , FUKUMOTO KATSUJI , MIKI KEIZO , NOMURA KAZUNARI , MATSUMOTO SHIN , UEDA JUN , FUJII AKI
IPC分类号： E21D11/04 , E21D9/06 , E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment which enables construction of a shield tunnel without using a back-filling material and without interrupting an underground stream, and to provide a shield tunnel construction method using the segments, and the shield tunnel. SOLUTION: The segment is formed of a segment main body 110, a bag body 120 which is arranged on a rear surface of the segment main body 110, and inflated when a filler is filled; and a water permeable portion 130 which is arranged on a rear surface of the bag body 120, and having water permeability imparted thereto. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在不使用回填材料的情况下构建屏蔽隧道并且不中断地下水流的段，并且提供使用这些段和屏蔽隧道的屏蔽隧道施工方法。解决方案：该段由段主体110，布置在段主体110的后表面上的袋体120形成，并且在填充填料时膨胀; 以及设置在袋体120的后表面上并具有赋予水透过性的透水部130。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2008169683A Natural ground stabilizing method, natural ground stabilizing structure, filler, method for forming space in natural ground, tunnel construction method using jacking method, tunnel constructed by this method, tunnel construction method by shield machine, tunnel constructed by this method, drain well construction method for draining confined ground water and drain well for draining confined ground water 有权
标题翻译：自然地基稳定方法，自然地基稳定结构，填充物，自然地基中的空间形成方法，采用打桩方法的隧道施工方法，本方法构造的隧道，由本方法构造的隧道隧道施工方法，排水井施工方法用于排水限制地下水和排水井用于排放限定地下水
公开(公告)号：JP2008169683A
公开(公告)日：2008-07-24
申请号：JP2007164027
申请日：2007-06-21
申请人： Ohbayashi Corp , 株式会社大林組
发明人： FUKUMOTO KATSUJI , MIKI KEIZO , UEDA JUN , MATSUMOTO SHIN , YAMAMURO HODAKA , KOYANAGI KOJI , SASAKI HIROTAKA
IPC分类号： E21D11/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a natural ground stabilizing method, a stabilizing structure and a filler used therefor, capable of holding and stabilizing the natural ground when forming a space or a void in the natural ground. SOLUTION: This filler 11 being a solid state at the ordinary temperature in the natural ground 13 and becoming a fluid state when becoming the predetermined temperature higher than the ordinary temperature, is filled in the fluid state in a void part 9 formed in the natural ground 13 by a drilled hole of a hole by a hole drilling machine such as a shield machine 1 and a pipe jacking machine 2. The filler is cooled, and becomes the solid state, and holds the natural ground 13, and prevents collapse of the natural ground 13. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供天然地面稳定方法，稳定结构和用于其的填料，能够在天然地面中形成空间或空隙时保持和稳定天然地面。解决方案：当在天然地面13中的常温下为固态并且在成为高于常温的预定温度时成为流体状态的填料11在形成于空气中的空隙部分9中被填充在流体状态天然地面13由钻孔机的钻孔通过诸如屏蔽机1和顶管机2之类的钻孔机进行。填料被冷却并成为固体状态，并保持天然地面13，并防止塌陷的自然景观13.版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2008121356A Boring machine and boring device using the same 有权
标题翻译：镗孔机和钻孔装置
公开(公告)号：JP2008121356A
公开(公告)日：2008-05-29
申请号：JP2006308480
申请日：2006-11-14
申请人： Alpha Civil Engineering:Kk , Ohbayashi Corp , 株式会社アルファシビルエンジニアリング , 株式会社大林組
发明人： FUKUMOTO KATSUJI , MATSUMOTO SHIN , IZAWA MASAYOSHI , SAKAI EIJI , TOKIEDA NAOTO , SAKAKIBARA MASATAKA , MATSUMOTO FUMIHIKO
IPC分类号： E21D9/08 , E21D9/06 , E21D9/087 , E21D9/13
摘要： PROBLEM TO BE SOLVED: To provide a boring machine capable of drilling an underground hole having a rectangular section, and a boring device capable of minimizing bad effects on a tunnel shielding material with a relatively small required space within a tunnel. SOLUTION: The boring device 20 forms a circular underground beam 12 in a natural ground 11 by propelling a rectangular sectional circular short pipe including a thrust transmission pipe provided with the boring machine at the tip from a start mouth 94 opened in a wall surface 10 located near the bottom of a tunnel T. A start frame 30 disposed in a position facing the start mouth 94 within the tunnel T includes a base pushing jack 22 for propelling the thrust transmission pipe from the start mouth 94 toward the natural ground 11, a guide rail and a guide roller for propelling the thrust transmission pipe toward the natural ground 11 along a preset curvature radius, and a retaining means for retaining the circular short pipe in a fixed attitude relative to the thrust transmission pipe. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够钻探具有矩形截面的地下孔的钻孔机，以及能够最小化对隧道内具有相对小的所需空间的隧道屏蔽材料的不良影响的钻孔装置。解决方案：钻孔装置20在自然地面11中形成圆形的地下梁12，该方法通过在从墙壁上开口的起始口94推动包括设置有钻孔机的推力传递管的矩形截面圆形短管表面10位于隧道T的底部附近。设置在隧道T内面向起始嘴94的位置的起始框架30包括用于将推力传递管从起始口94向自然地面11推动的基座推动孔22 ，用于沿着预设的曲率半径将推力传递管推向自然地面11的导轨和导辊，以及用于将圆形短管相对于推力传递管保持在固定姿态的保持装置。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2009127318A Cutoff method for construction joint of continuous underground wall 审中-公开
标题翻译：连续地下墙建筑接头切割方法
公开(公告)号：JP2009127318A
公开(公告)日：2009-06-11
申请号：JP2007304300
申请日：2007-11-26
申请人： Denki Kagaku Kogyo Kk , Ohbayashi Corp , 株式会社大林組 , 電気化学工業株式会社
发明人： FUKUMOTO KATSUJI , INA HIROSUKE , INAZUMI AKIO , HIRAO JUNICHI , ASHIDA KIMINOBU , YAMAMOTO KENJI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a method for cutting off a water leakage at a construction joint of a continuous underground wall after internal excavation.
SOLUTION: A consolidating material such as concrete cement is placed in a ditch hole excavated from the ground surface to sequentially surround a desired area in annular shape to form the continuous underground wall 1 by jointing of successive pours, and after excavating the inside, a construction joint 4 part is cut off. At this time, when forming the continuous underground wall 1 by jointing of successive pours, an electrode member 3 is installed in advance along the construction joint 4 part on the outside, and an electrode member 5 is installed at a water leakage part of the construction joint 4 part on the inside exposed after internal excavation. The positive and negative electric potential of a direct current is applied between a pair of electrode members 3, 5. An electrolyte dissolved in underground water is thereby deposited at the water leakage part of the construction joint 4 to cut off water.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种在内部挖掘之后切断连续地下墙的施工接头处的漏水的方法。解决方案：将固结材料如混凝土水泥放置在从地表挖掘出的沟孔中，以顺序地围绕环形的所需区域，通过连续浇注连接形成连续的地下墙1，并在挖掘内，一个施工接头4部分被切断。此时，通过连续浇注连接形成连续的地下壁1时，电极构件3预先沿着外部的结构接头4部分安装，电极构件5安装在构造的漏水部内部开挖后露出的内侧接头4部分。在一对电极构件3,5之间施加直流电流的正电位和负电位。因此，溶解在地下水中的电解质沉积在施工接头4的漏水部分以切断水。版权所有（C）2009，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式