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1. 发明专利

JP2009002055A Ground reinforcement method, ground reinforcement structure, reinforcement, construction method of underground pipe, and underground pipe constructed by the method 有权
标题翻译：地基加固方法，地基加固结构，加固，地下管道施工方法，以及地下管线施工方法
公开(公告)号：JP2009002055A
公开(公告)日：2009-01-08
申请号：JP2007164026
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 , YAMAMURO HODAKA , KOYANAGI KOJI , SASAKI HIROTAKA
IPC分类号： E21D9/06 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground reinforcement method and a reinforcement structure, capable of reinforcing the looseness of ground while flexibly adjusting the degree of hardening of a reinforcement, and a reinforcement used therefor.
SOLUTION: The reinforcement 11 is injected to a clearance 9 caused in the ground 13 around a drive pipe 17 by looseness of the ground 13 by penetration of a propelling machine 1. As the reinforcement 11, lauryl alcohol of higher alcohol is used. Since the lauryl alcohol is in a solid state at about 20 that is a general temperature in the ground 13 and has a uniaxial compressive strength of the same degree as the ground 13, the reinforcement 11 in the solid data reinforces the ground 13.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够增强地面松动的地面加固方法和加强结构，同时灵活地调节加强件的硬化程度和用于其的加固件。解决方案：通过推进机1的穿透，将加强件11注入到通过地面13的松动而在驱动管17周围的地面13中引起的间隙9中。作为增强件11，使用高级醇的月桂醇。由于月桂醇在约20℃处于固体状态，即在地面13中的一般温度，并且具有与地面13相同程度的单轴抗压强度，所以固体数据中的增强材料11加强了地面13.
版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2008255614A Support structure of natural ground and support method of natural ground 有权
标题翻译：自然地基的支撑结构和自然地基的支撑方法
公开(公告)号：JP2008255614A
公开(公告)日：2008-10-23
申请号：JP2007097671
申请日：2007-04-03
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , UEDA JUN
IPC分类号： E21D9/04 , E21D9/01 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a support structure and a support method of the natural ground, capable of supporting an excavation expected part even under the ground of the deep depth. SOLUTION: This support structure 1 supports the periphery of the excavation expected part 10 in advance when excavating the natural ground 8 between two shield tunnels 2 and 4, and has a circular arc-shaped bent pipe 16, a reinforcing steel material 26 arranged in this bent pipe 16, a solidifying material 30 filled in the bent pipe 16, the improved ground 8A of improving the ground around the bent pipe 16, and a support material 6 arranged in the natural ground 8 above and below the excavation expected part 10. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供自然地面的支撑结构和支撑方法，即使在深层的基础上也能支撑挖掘预期部分。解决方案：当在两个盾构通道2和4之间挖掘天然地面8时，该支撑结构1预先支撑挖掘期望部分10的周边，并且具有圆弧形弯曲管16，加强钢材26 布置在该弯曲管16中，填充在弯曲管16中的固化材料30，改进的弯曲管16周围的地面的改进的地面8A和布置在挖掘期望部分的上方和下方的自然地面8中的支撑材料6 10.版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2014206029A 位置検出用アンテナ防護構造审中-公开
标题翻译：用于位置检测的天线保护结构
公开(公告)号：JP2014206029A
公开(公告)日：2014-10-30
申请号：JP2013085623
申请日：2013-04-16
申请人：株式会社大林組 , Ohbayashi Corp
发明人： MIKI KEIZO , YAMAMOTO HIROAKI , UEDA JUN , SAKAMOTO MASAAKI , TERASONO HIROTAKE , MATSUURA AKIRA
IPC分类号： E21D9/06 , G01V3/00 , G01V15/00
摘要：【課題】シールドマシンの位置検出用アンテナにおける機能を良好に維持しつつ、掘削中の破損を防止可能とする。【解決手段】互いに対向した切羽を形成する2台の掘削機の相対位置を検知すべく、一方の掘削機に備わる無線ICタグの読み取りを行う、他方の掘削機11に備わるタグリーダーのアンテナ12〜14を防護する構造100において、他方の掘削機11における金属製の殻体33の内側に設けられ、掘削機外周面34に形成されたスリット状の開口35と当該開口35と連続した掘削機先端面36の開口37とを備えた筒状部38〜40に対し、当該筒状部38〜40の内壁41から離間し、かつスリット状の開口35から筒状部中心43に向けて離間した位置にてアンテナ12〜14を固定する。【選択図】図2
摘要翻译：要解决的问题：为了防止挖掘过程中的破坏，同时保持屏蔽机器的位置检测的天线的功能处于优良状态。解决方案：在保护标签读取器的天线12-14的结构100中，用于检测相关位置形成工作面的两台挖掘机彼此面对，读取设置在一台挖掘机中的无线IC标签，并设置在另一台挖掘机11中，每个天线12-14固定在每个安装在金属外壳内的圆筒部38-40中在另一个挖掘机11中的主体33设置有形成在挖掘机外周面34中的狭缝状开口35和挖掘机前端表面36的开口37，该开口35连续到开口35，与从内壁41 每个圆柱形部分38-40并且与狭缝形开口35分离成圆柱形部分中心43。

4. 发明专利

JP2012062731A Jacking method for shield machine, construction method for tunnel entrance section, and tunnel entrance section constructed by the method 有权
标题翻译：屏蔽机的打包方法，隧道入口部分的施工方法和隧道入口部分
公开(公告)号：JP2012062731A
公开(公告)日：2012-03-29
申请号：JP2010209688
申请日：2010-09-17
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KIMURA TSUTOMU , UEDA JUN , KAWAKAMI TOSHINOBU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine starting method which dispenses with structure construction work after completion of shield construction, and a construction method for a tunnel entrance section.SOLUTION: A shield machine 4 is installed between a predetermined position of a starting pit mouth 1 and a permanent structure 2 installed near the predetermined position. Subsequently, a permanent segment 7 is installed between the shield machine 4 and the permanent structure 2. The operation of jacking the shield machine 4 by extending a shield jack 5 while taking reaction force of jacking force of the shield machine 4 by the permanent structure 2 via the permanent segment 7 is repeatedly performed.
摘要翻译：要解决的问题：提供一种在屏蔽结构完成之后不需要结构施工工作的屏蔽机启动方法，以及用于隧道入口部分的施工方法。解决方案：屏蔽机4安装在起始坑口1的预定位置和安装在预定位置附近的永久结构2之间。随后，在屏蔽机4和永久结构2之间安装有永久段7.通过永久性结构2同时施加屏蔽机4的顶起力的反作用力来延伸屏蔽插座5来顶起屏蔽机4的操作经由永久段7重复执行。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2010138677A Steel segment, and construction method for shield tunnel 有权
标题翻译：钢筋分段及施工方法
公开(公告)号：JP2010138677A
公开(公告)日：2010-06-24
申请号：JP2008318744
申请日：2008-12-15
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , UEDA JUN , INA HIROSUKE , MATSUOKA KAORU , SHIMODA TOSHIO
IPC分类号： E21D11/14 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To restrain a reinforcement member from being bending-deformed when earth and water pressure acts thereon, in a steel segment.
SOLUTION: This steel segment 100 includes a skin plate 10, a pair of main girders 11 erected toward the inside of a tunnel along longitudinal-directional along both side edge parts of the skin plate 10, and the detachably attachable reinforcing member 20 for connecting a space between the main girders 11. Both edge parts are separated from the skin plate 10, and the central part is formed into an arch shape to be adjacent to the skin plate 10, in the reinforcing member 20. The earth and water pressure acting on the skin plate 10 is transmitted, as a load toward the tunnel center, to the central part of the reinforcing member 20, but the reinforcing member 20 resists against the load by an axis-directional compression yield strength.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：在钢段中，当施加水压力时，限制加强构件的弯曲变形。解决方案：该钢段100包括表皮板10，沿着纵向方向沿着皮肤板10的两个侧边缘部分竖立成隧道内侧的一对主梁11和可拆卸地附接的加强构件20 用于连接主梁11之间的空间。两个边缘部分与皮肤板10分离，并且中心部分在加强部件20中形成为与皮肤板10相邻的拱形。地球和水作用在皮肤板10上的压力作为向隧道中心的载荷传递到加强构件20的中心部分，但是加强构件20通过轴向压缩屈服强度抵抗负载。版权所有（C）2010，JPO＆INPIT

6. 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

7. 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

8. 发明专利

JP2012097516A Installation method of precast member connecting hardware 有权
标题翻译：预制成员连接硬件的安装方法
公开(公告)号：JP2012097516A
公开(公告)日：2012-05-24
申请号：JP2010247678
申请日：2010-11-04
申请人： I L C:Kk , Ohbayashi Corp , 株式会社アイ・エル・シー , 株式会社大林組
发明人： NAKAMURA TOSHIAKI , MORIYA YOICHI , YOSHIDA KIMIHIRO , KAGAWA ATSUSHI , UEDA JUN , NISHIMORI AKIHIRO , SHIMODA TOSHIO
IPC分类号： E21D11/04 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide an installation method of connecting hardware for realizing connection between precast members at a low cost.SOLUTION: The installation method includes: a step of arranging a first mold form 100 inside an outer mold form to be the almost same surface as an opening surface of the outer mold form 7; a step of integrating an interpolation body 200 and a second mold form 300 by temporarily fixing them; a step of inserting the interpolation body 200 to the inner space of cylindrical connecting hardware 20, integrating it and arranging it at the position of a prescribed depth inside the outer mold form; a step of placing concrete inside the outer mold form and curing it for a prescribed period; a step of pulling out and removing the first mold form 100 in the opening surface direction of the outer mold form 7; a step of releasing the temporary fixation of the integrated interpolation body 200 and second mold form 300 and pulling out and removing the second mold form 300 in the opening surface direction of the outer mold form 7; and a step of attaching a holding material 210 to the interpolation body 200 left in the inner space of the cylindrical connecting hardware 20, sliding the holding material 210 from a second space to a first space, thereby leading the interpolation body 200 together with the holding material from the inner space of the cylindrical connecting hardware to the first space and pulling it out in the opening surface direction of the outer mold form 7.
摘要翻译：要解决的问题：提供一种以低成本连接用于实现预制构件之间的连接的硬件的安装方法。解决方案：安装方法包括：将第一模具模具100设置在外模具形式内以与外模具7的开口表面几乎相同的表面的步骤; 通过临时固定内插体200和第二模具300来整合插入体200的步骤; 将内插体200插入圆筒形连接硬件20的内部空间的步骤，将其整合并将其布置在外部模具形式内的规定深度的位置; 将混凝土置于外模中并固化一段规定时间的步骤; 在外模7的开口表面方向上拉出和移除第一模具100的步骤; 释放一体化内插体200和第二模具形式300的临时固定的步骤，并且在外模具7的开口表面方向上拉出和移除第二模具300; 以及将保持材料210附接到留在圆筒形连接硬件20的内部空间中的内插体200的步骤，将保持材料210从第二空间滑动到第一空间，从而使内插体200与保持材料从圆筒形连接件的内部空间到第一个空间，并沿外模7的开口表面方向拉出。（C）2012年，JPO和INPIT

9. 发明专利

JP2010047920A Method for making tunnel boring machine arrive at arrival shaft 有权
标题翻译：制造隧道掘进机的方法
公开(公告)号：JP2010047920A
公开(公告)日：2010-03-04
申请号：JP2008211114
申请日：2008-08-19
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MORIYA YOICHI , UEDA JUN , MORI MICHIHITO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a method for making a tunnel boring machine arrive at an arrival shaft, which facilitates the removal of a filler, and which enables the presence or absence of confined ground water and its confined condition to be detected before the removal of the filler.
SOLUTION: A partition wall 7 is installed at a predetermined spacing inward from an inner peripheral surface 6 of an arrival pit mouth 5 in the arrival shaft 1. A steel frame 8 is installed in such a manner as to surround an outer periphery between the inner peripheral surface 6 and the partition wall 7. The filler 9, which is in a solid state at a normal temperature in the arrival shaft 1 and which is put into a fluid state when the temperature reaches a predetermined temperature higher than the normal one, is infilled into the steel frame 8 between the inner peripheral surface 6 and the partition wall 7.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种使隧道掘进机到达到达轴的方法，这有助于去除填料，并且能够检测是否存在密闭的地下水及其限制条件在去除填料之前。解决方案：分隔壁7以到达轴1中的到达凹坑5的内周面6向内的预定间隔安装。钢框架8以围绕外周的方式安装在内周面6与分隔壁7之间。填料9，其在到达轴1的常温下处于固态，当温度达到比正常温度高的预定温度时处于流体状态一个，填充到内周表面6和分隔壁7之间的钢框架8中。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2009102945A Water conduction structure preventing flow inhibition of groundwater and method and back-filling material preventing flow inhibition of groundwater 审中-公开
标题翻译：防止地下水流阻抑制的水导管结构及方法及后填充材料防止地下水的流动阻碍
公开(公告)号：JP2009102945A
公开(公告)日：2009-05-14
申请号：JP2007277945
申请日：2007-10-25
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , FUKUMOTO KATSUJI , MIKI KEIZO , MATSUMOTO SHIN , UEDA JUN , FUJII AKI , ISHIDA TOMOKO
IPC分类号： E21D11/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a water conduction structure and a back-filling material preventing the flow inhibition of groundwater capable of holding a natural ground while ensuring a water permeability.
SOLUTION: In the water conduction structure 1 preventing the flow inhibition of groundwater, a section between the inner periphery of a tunnel 3 and the outer periphery of a segment 5 is filled with only aggregate 11 consisting of sand, gravel, slag or the like so as to be mutually brought into contact. The water conduction structure 1 has a function for making flow groundwater upstream from the tunnel 3 and flow groundwater downstream from the tunnel 3.
COPYRIGHT: (C)2009,JPO&INPIT

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