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1. 发明专利

JP2005023523A Joining part structure of steel shell 有权
标题翻译：钢壳接合部分结构
公开(公告)号：JP2005023523A
公开(公告)日：2005-01-27
申请号：JP2003186796
申请日：2003-06-30
申请人： Jfe Engineering Kk , Jfeエンジニアリング株式会社 , Metropolitan Expressway Public Corp , Taisei Corp , 大成建設株式会社 , 首都高速道路公団
发明人： KUBOTA KIYOKAZU , TANAKA MITSUO , MORI KENTARO , ABE YOSHIO , CHIYOU IKEN , HATTORI YOSHIFUMI , KAWABATA ATSUTAKA , ICHIKAWA KAZUOMI , NAGAYAMA HIDEAKI
IPC分类号： E21D11/04 , E21D11/14 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a joining part structure of a steel shell capable of surely and easily joining mutual steel shells, by absorbing a three-dimensional construction error, without requiring a special processing member. SOLUTION: This joining part structure of the steel shell joins the mutual steel shells, by placing concrete between steel bar materials, by extending the steel bar materials 15 between the steel shells 1 adjacent in a tunnel peripheral direction. The joing part structure has an inserting hole 11a arranged in an end plate 11 of the adjacent steel shells 1, the steel bar materials 15 having both end parts respectively three-dimensionally movably inserted into the inserting hole 11a, and a bearing pressure plate 19 fixed to an inserting side end part of the steel bar materials 15, and transmitting tensile force acting on the steel bar materials 15 to the end plate via the concrete. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢壳的接合部分结构，其能够通过吸收三维结构误差，而不需要特殊的处理部件，从而可靠地容易地连接相互联结的壳体。
解决方案：钢壳的接合部分结构通过将钢筋材料15在隧道周向方向上相邻的钢壳1之间延伸而在钢筋材料之间放置混凝土来连接相互联结的钢壳。接合部结构具有布置在相邻的钢壳1的端板11中的插入孔11a，具有分别三维可移动地插入到插入孔11a中的两个端部的钢筋材料15和固定的轴承压板19 到钢筋材料15的插入侧端部，并且通过混凝土将作用在钢筋材料15上的张力传递给端板。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2007026301A Stopping/low-speed vehicle detector and stopping/low-speed vehicle detection method 有权
标题翻译：停机/低速车辆检测器和停止/低速车辆检测方法
公开(公告)号：JP2007026301A
公开(公告)日：2007-02-01
申请号：JP2005210235
申请日：2005-07-20
申请人： Matsushita Electric Ind Co Ltd , Metropolitan Expressway Public Corp , Univ Of Tokyo , 国立大学法人東京大学 , 松下電器産業株式会社 , 首都高速道路公団
发明人： SAWAI SHINOBU , KAZUNO YOSHIHISA , TAZAWA SEIYA , HASEGAWA EIICHI , KAMIJO SHUNSUKE
IPC分类号： G08G1/00 , G06T1/00 , G08G1/01 , G08G1/04
摘要： PROBLEM TO BE SOLVED: To provide a stopping/low-speed vehicle detector and a stopping/low-speed vehicle detection method, capable of detecting only a traffic disturbance factor necessary for traffic control.
SOLUTION: A stopping/low-speed vehicle recognition part 2 recognizes, based on a photographic image of vehicles on a road, a stopping/low-speed vehicle which is in stopping state or low-speed state. A congested flow determination part 4 compares a traffic state quantity measured by a traffic state quantity measuring part 3 with a congestion determination threshold to determine whether the traffic flow state is a congested flow or not. A traffic flow abnormality determination part 3 releases, upon recognition of stopping/low-speed vehicle by the recognition part 2, the recognition of stopping/low-speed vehicle when the determination by the congested flow determination means shows the congested flow, and determines abnormality in traffic flow when the determination by the congested flow determination means shows no congested flow. A traffic flow abnormality detection part 6 detects traffic flow abnormality with the recognized stopping/low-speed vehicle as a sudden event when the abnormality in traffic flow is determined.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种停止/低速车辆检测器和停止/低速车辆检测方法，其能够仅检测交通控制所需的交通干扰因素。解决方案：停车/低速车辆识别部分2基于道路上的车辆的摄影图像识别处于停止状态或低速状态的停车/低速车辆。拥塞流决定部4将由交通状态量测量部3测量的交通状态量与拥堵判定阈值进行比较，以确定交通流量状态是否为拥挤流。交通流量异常判定部3在通过识别部2识别到停车/低速车辆时，当拥堵流量判定单元的判定显示拥堵流量时，解除停车/低速车辆的识别，并且确定异常当拥堵流量确定装置的确定显示没有拥塞的流量时，在交通流量中。交通流量异常检测部6，在确定了交通流量异常的情况下，将识别出的停车/低速车辆的交通流量异常作为突发事件进行检测。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2007026300A Traffic flow abnormality detector and traffic flow abnormality detection method 审中-公开
标题翻译：交通流量异常检测器和交通流量异常检测方法
公开(公告)号：JP2007026300A
公开(公告)日：2007-02-01
申请号：JP2005210234
申请日：2005-07-20
申请人： Matsushita Electric Ind Co Ltd , Metropolitan Expressway Public Corp , Univ Of Tokyo , 国立大学法人東京大学 , 松下電器産業株式会社 , 首都高速道路公団
发明人： SAWAI SHINOBU , KAZUNO YOSHIHISA , TAZAWA SEIYA , HASEGAWA EIICHI , KAMIJO SHUNSUKE
IPC分类号： G08G1/00 , G06T1/00 , G08G1/01 , G08G1/04
摘要： PROBLEM TO BE SOLVED: To provide a traffic flow abnormality detector and a traffic flow abnormality detection method, capable of rapidly and accurately detecting abnormality of traffic flow even out of a measuring range of traffic flow.
SOLUTION: A traffic state quantity measuring part 11 measures, based on a signal SC inputted from a plurality of vehicle detectors monitoring different areas, the traffic state quantity in each of the measuring areas. A traffic flow state determination part 2 determines, based on the measured traffic state quantity, whether the traffic flow in each of the monitoring areas is congested or free. A traffic flow abnormality determination part 3 includes a traffic flaw abnormal state determination part 3a and a traffic flaw abnormal state continuation determination part 3b, and determines, based on combinations of the monitoring areas of the vehicle detectors with the traffic flow states determined by the determination part, whether the traffic flows are in abnormal state or not. A traffic flow abnormality detection part 4 detects abnormality of the traffic flows based on output from the determination part 3.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种即使在交通流量的测量范围内也能够快速准确地检测交通流量异常的交通流量异常检测器和交通流量异常检测方法。解决方案：交通状态量测量部分11基于从监控不同区域的多个车辆检测器输入的信号SC，测量每个测量区域中的交通状态量。交通流量状态判定部2基于测量的交通状态量确定每个监控区域中的交通流量是否拥塞或空闲。交通流异常判定部3包括交通瑕疵异常状态判定部3a和交通瑕疵异常状态继续判定部3b，并且基于车辆检测器的监视区域与由判定确定的交通流状态的组合，部分，交通流量是否处于异常状态。交通流异常检测部4基于来自判定部3的输出来检测交通流量的异常。（C）2007，JPO＆INPIT

4. 发明专利

JP2006097317A Structure and method for joining steel shell and rc member together 有权
标题翻译：钢结构和方法用于接合钢壳和RC构件
公开(公告)号：JP2006097317A
公开(公告)日：2006-04-13
申请号：JP2004284216
申请日：2004-09-29
申请人： Konoike Constr Ltd , Metropolitan Expressway Public Corp , Shimizu Corp , Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , 株式会社鴻池組 , 清水建設株式会社 , 首都高速道路公団
发明人： IIJIMA HIROHIDE , DOBASHI HIROSHI , TSUNODA HIROSHI , MORI KENTARO , MAE KOICHI , HISATOMI FUMIAKI , TANAKA YAE
IPC分类号： E21D11/10 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To simply and surely join a steel shell and an RC member together.
SOLUTION: In this structure for joining the RC member and the steel shell as a skeleton of a structure to each other, a reinforcement 12 forming the RC member is connected to a reinforcement joint 11 which is attached to a hollow section of the steel shell; the RC member is formed by placing concrete; and concrete is integrally infilled into the hollow section of the steel shell, so that the RC member can be formed in a state of being integrally joined to the outside of the steel shell. The structure is applied when the RC member as a floor slab 5 for a widened section is joined to the outside of a segment 6 of a shield tunnel by using the segment 6 as the steel shell. A channel-section steel segment with a skin plate is adopted on the outer peripheral side of a web, and the hollow section is secured by removing the skin plate and mounting a form 17 on an inner peripheral side.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：简单可靠地将钢壳和RC构件连接在一起。解决方案：在用于将RC构件和钢壳作为结构的骨架连接的结构中，形成RC构件的加强件12连接到加强接头11，该加强接头11附接到钢壳; RC构件通过放置混凝土形成; 混凝土整体地填充到钢壳的中空部分中，使得RC构件可以形成为与钢壳的外部一体地接合的状态。当通过使用段6作为钢壳将作为加宽部分的地板5的RC构件连接到盾构通道的段6的外部时，结构被应用。在腹板的外周侧采用具有皮肤板的通道截面钢部分，并且通过去除皮肤板并在内周侧上安装形式17来固定中空部分。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2008249665A Filling degree inspection device and method 有权
标题翻译：填充度检查装置及方法
公开(公告)号：JP2008249665A
公开(公告)日：2008-10-16
申请号：JP2007094844
申请日：2007-03-30
申请人： Airec Engineering Corp , Metropolitan Expressway Public Corp , Shiyuto Kosoku Doro Gijutsu Center , アイレック技建株式会社 , 財団法人首都高速道路技術センター , 首都高速道路公団
发明人： SASAKI KAZUYA , UEKI HIROSHI , HIRABAYASHI NOZOMI , NAGASHIMA YUJI , TSUTSUMI YUKINOBU , MORI MASAKI
IPC分类号： G01N29/12
CPC分类号： G01N29/045 , G01N29/46 , G01N2291/0232 , G01N2291/0258
摘要： PROBLEM TO BE SOLVED: To provide a filling degree inspection device for a grout in a sheath tube, capable of inspecting a filling degree of the grout in the sheath tube without separating concrete.
SOLUTION: The device includes a hammering tool 10 joined onto a concrete 101 surface corresponding to an end central part of the sheath tube 90, an impact applying device 20 provided to apply an impact to the hammering tool 10, a trigger waveform receiving sensor 30 provided in the vicinity of the hammering tool 10, a propagation waveform receiving sensor 40 provided on the concrete 101 surface in the central part of a sheath tube 90 end in the other side of a sheath tube 90 end part side installed with the hammering tool 10, and a detector 50 connected to the trigger waveform receiving sensor 30 and the propagation waveform receiving sensor 40.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于鞘管中的灌浆度的灌浆度检查装置，其能够在不分离混凝土的情况下检查鞘管中的灌浆的填充度。解决方案：该装置包括接合到对应于护套管90的端部中心部分的混凝土101表面上的锤击工具10，设置成对锤击工具10施加冲击的冲击施加装置20，接收设置在锤击工具10附近的传感器30，设置在护套管90的中心部分的混凝土101表面上的传播波形接收传感器40，在护套管90的另一侧端部安装有锤击工具10和连接到触发波形接收传感器30和传播波形接收传感器40的检测器50.版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2006097316A Tunnel widening construction method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2006097316A
公开(公告)日：2006-04-13
申请号：JP2004284215
申请日：2004-09-29
申请人： Konoike Constr Ltd , Metropolitan Expressway Public Corp , Shimizu Corp , Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , 株式会社鴻池組 , 清水建設株式会社 , 首都高速道路公団
发明人： IIJIMA HIROHIDE , DOBASHI HIROSHI , TSUNODA HIROSHI , MORI KENTARO , MAE KOICHI , HISATOMI FUMIAKI , TANAKA YAE
IPC分类号： E21D9/06 , E21D9/01
摘要： PROBLEM TO BE SOLVED: To provide a tunnel widening construction method for efficiently widening a shield tunnel. SOLUTION: The shield tunnels 1 (1a and 1b) are constructed; an underground wall 2 is provided at an interval in the lateral direction of the shield tunnels 1; floor slabs 5 (5a, 5b and 5c) are provided by excavating a section between the shield tunnel and the underground wall, so that widened sections 7a and 7b are provided in the lateral direction of the shield tunnels; and a segment 6 of the shield tunnel, which faces a widened section, is demolished and removed. A steel segment is adopted as the segment, and a skeleton of reinforced concrete construction is adopted as a floor slab for the widened section, so that the floor slab of reinforced concrete construction can be integrally joined to the outside of the steel segment. A form is mounted on an inner peripheral side by removing a skin plate of the segment. The plurality of shield tunnels are constructed at vertical intervals, and the widened section is provided between each shield tunnel and the underground wall. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于有效地加宽盾构通道的隧道加宽施工方法。
解决方案：构造盾构通道1（1a和1b）在屏蔽隧道1的横向上以间隔设置地下壁2; 通过在屏蔽隧道和地下壁之间挖掘一段区域来提供地板5（5a，5b和5c），从而在屏蔽隧道的横向上设置加宽部分7a和7b; 并且屏蔽隧道的面向加宽部分的段6被拆除和移除。采用钢段作为段，采用钢筋混凝土结构骨架作为加宽部分的地板，钢筋混凝土结构的地板可以与钢结构的外部整体接合。通过去除该片段的表皮板，将一种形式安装在内周侧。多个屏蔽隧道以垂直间隔构造，并且加宽部分设置在每个屏蔽隧道和地下墙之间。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2004108988A Road surface diagnostic method and its device 有权
公开(公告)号：JP2004108988A
公开(公告)日：2004-04-08
申请号：JP2002273165
申请日：2002-09-19
申请人： Yozo Fujino , Metropolitan Expressway Public Corp , Shiyuto Kosoku Doro Gijutsu Center , 藤野陽三 , 財団法人首都高速道路技術センター , 首都高速道路公団
发明人： FUJINO YOZO , ABE MASAHITO , KONO HITOSHI , UEKI HIROSHI , HIRABAYASHI NOZOMI , SAITO TAKESHI
IPC分类号： E01C23/01 , G01C7/04 , G01P15/00
摘要： PROBLEM TO BE SOLVED: To diagnose the road surface state daily and quantitatively at low cost by actually driving a vehicle without using a special specification car. SOLUTION: Vibration in the vertical direction on a vehicle body floor part of the vehicle running on a road is measured in time series. Vibration data in the vertical direction on the vehicle body floor part measured in time series are converted into road surface displacement data of the road. The road surface irregularity state of the road is diagnosed based on the acquired road surface displacement data. COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2003003784A Moving device of shield excavator and its moving method 有权
标题翻译：盾构挖掘机移动装置及其移动方法
公开(公告)号：JP2003003784A
公开(公告)日：2003-01-08
申请号：JP2001191764
申请日：2001-06-25
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Metropolitan Expressway Public Corp , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社 , 首都高速道路公団
发明人： KAWASE OSAMU , NISHIOKA IWAO , YONEMURA MITSUFUMI , NAKAGAWA TAKESHI , TANIGUCHI ATSUSHI , YASUI TAKESHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a moving device of a shield excavator and its moving method capable of rotating and moving the heavy and large-sized shield excavator in a narrow space.
SOLUTION: The moving device 1 used for at least either movement or rotation of the shield excavator is constituted of a supporting surface 2, a frame body 3 having a plurality of circular holes 31 and a spherical body 4 inserted in the circular hole of the frame body, the frame body is set on the supporting surface, and at least either movement or rotation of the shield excavator can be executed on the spherical body. A receiving holder 5 can be laid between the spherical body and the shield excavator.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种能够在狭窄的空间内使重型和大型盾构式挖掘机旋转移动的盾构式挖掘机的移动装置及其移动方法。解决方案：用于屏蔽挖掘机的至少任一移动或旋转的移动装置1由支撑表面2，具有多个圆形孔31的框架体3和插入框架的圆形孔中的球体4构成框架体设置在支撑面上，并且可以在球体上执行盾构式挖掘机的移动或旋转的至少一种。接收保持器5可以放置在球体和盾构挖掘机之间。

9. 发明专利

JPH11343744A REINFORCING METHOD AND REINFORCING MEMBER FOR CONCRETE COLUMNAR BODY 失效
公开(公告)号：JPH11343744A
公开(公告)日：1999-12-14
申请号：JP15294698
申请日：1998-06-02
申请人： METROPOLITAN EXPRESSWAY PUBLIC , SATA CONSTRUCTION CO LTD , FUAIBEKKUSU KK
发明人： UEKI HIROSHI , KOBAYASHI SHIGERU , INO KATSUHIKO , YAMAKAWA TOMOHISA , TAMURA TOMIO
IPC分类号： E04C3/34 , E04C5/07 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing member suited to a reinforcing method and the execution of this method which is able to complete a reinforcing work by winding a reinforcing fiber sheet in multi-layer to a concrete columnar body at a narrow place in a short time. SOLUTION: A column is reinforced by adhering a reinforcing fiber sheet 1 (1a, 1b, 1c, 1d) impregnated with a resin to the peripheral surface of a concrete columnar body 5. In this case, a plurality of the reinforcing fiber sheets 1 are adhered in multiple layers and, in the intermediate portion, a crust sheet 1c consisting of a plate-shaped portion 1b with a resin impregnated and hardened and a remaining non-impregnated portion 1a is formed, the plate-shaped portion of the crust sheet is contacted to the peripheral surface of the column through a spacer 4, the resin is impregnated to each non-impregnated portion and these portions are overlapped each other and adhered to the peripheral surface of the column. Then, a filler 9 such as resin mortar or the like is injected to a gap 8 between the plate-shaped portion and the peripheral surface formed by the spacer.

10. 发明专利

JP2003187280A AUTOMATIC CHARGE COLLECTION SYSTEM OF TOLL ROAD FOR REALIZING TOLL PREPAYMENT AND ITS METHOD 审中-公开
公开(公告)号：JP2003187280A
公开(公告)日：2003-07-04
申请号：JP2001385976
申请日：2001-12-19
申请人： JAPAN HIGHWAY PUBLIC CORP , METROPOLITAN EXPRESSWAY PUBLIC , HANSHIN EXPRESSWAY PUBLIC CORP , HONSHU SHIKOKU BRIDGE AUTHORIT
发明人： MURAYAMA KAZUO , SONODA HIROSHI , ONISHI HIDEFUMI , FUJIKAWA HIDEYUKI , TAKASHIMA TAKESHI , MOMOSAWA MUNEO , FUJIMURA TETSUHIKO
IPC分类号： G06Q20/00 , G06Q20/28 , G07B15/00 , G08G1/09 , G06F17/60
摘要： PROBLEM TO BE SOLVED: To introduce a prepayment system in an ETC system which does not require stopping of a vehicle at a toll gate and lengthening of an island of the toll gate. SOLUTION: The prepayment system is provided with: a storage part 15 for storing a credit card number to be used for settlement of a toll of a toll road; a prepaid balance/use history storage part 17 for storing the prepaid balance information of the toll associated with the credit card number; a toll calculation part of an automatic charging system 1 for receiving vehicle family information and the credit card number from a vehicle 2 and calculating the toll for the vehicle; and a toll settlement processing part of a prepayment management part 12 for settling the toll by subtracting the toll from the prepaid balance. The toll settlement processing part settles the shortfall or the entire amount of the toll by using a credit card when the prepaid balance is smaller than the toll or no prepaid balance is left. COPYRIGHT: (C)2003,JPO

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