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1. 发明专利

JP2008223361A Banking permeable layer 审中-公开
标题翻译：银行渗透层
公开(公告)号：JP2008223361A
公开(公告)日：2008-09-25
申请号：JP2007064073
申请日：2007-03-13
申请人： Bridgestone Corp , Expressway Technology Center , Shimizu Corp , 株式会社ブリヂストン , 清水建設株式会社 , 財団法人高速道路技術センター
发明人： ASHOKA KUMAR KARMOKAR , TAKEICHI HIDEO , FUKUTAKE TAKEYOSHI , KAWAIDA MINORU
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a banking permeable layer, having excellent workability and excellent permeability, and efficiently collecting and draining water flowing along a slope part and spring water in a slope.
SOLUTION: In this banking permeable layer 1, a new banking 11 is made along an existing slope 10 of a hillside or using banking material having a high moisture content, and a permeating means is constructed in the new banking 11. As the permeating means, blanket-like permeable layers 3, 4, 5 formed like a flat surface by crushed rubber pieces and ground layers 6 are alternately constructed in multi-layer.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有优异的可加工性和优异渗透性的银行渗透层，并且有效地收集和排出沿斜坡部分流动的水和斜坡中的泉水。
解决方案：在银行业可渗透层1中，沿着山坡的现有斜坡10或使用具有高水分含量的银行材料制造新的银行业11，并且在新银行11中构建渗透装置。作为渗透装置，通过破碎的橡胶片和研磨层6形成的平坦表面的毯状透过层3,4,5交替地构成多层。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2008025232A Ground structure 审中-公开
标题翻译：接地结构
公开(公告)号：JP2008025232A
公开(公告)日：2008-02-07
申请号：JP2006199577
申请日：2006-07-21
申请人： Bridgestone Corp , Expressway Technology Center , Shimizu Corp , 株式会社ブリヂストン , 清水建設株式会社 , 財団法人高速道路技術センター
发明人： ASHOKA KUMAR KARMOKAR , TAKEICHI HIDEO , FUKUTAKE TAKEYOSHI , KAWAIDA MINORU
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a ground structure, without requiring a large-scale facility and high cost, by maintaining sufficient strength even to a load from an upper part, while shortening filling work of earth and sand in a cavity part of old tires.
SOLUTION: The ground structure is formed by packing a granular body 12 in the ring-shaped cavity part 3 of the laminated old tires 2. The granular body 12 is filled in a plurality of slender sandbags 11. A plurality of formed bag bodies 10 are packed in the ring-shaped cavity part 3.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种地面结构，而不需要大规模设备和高成本，通过保持足够的强度即使对于来自上部的负载，同时缩短空腔部分中的砂土的填充工作的旧轮胎解决方案：通过将颗粒体12包装在层叠的旧轮胎2的环形空腔部分3中来形成地面结构。颗粒体12填充有多个细长的沙袋11.多个成形袋主体10被包装在环形空腔部分3中。版权所有：（C）2008，JPO＆INPIT

3. 发明专利

JP2006274714A Ground construction method 审中-公开
标题翻译：地基施工方法
公开(公告)号：JP2006274714A
公开(公告)日：2006-10-12
申请号：JP2005097648
申请日：2005-03-30
申请人： Bridgestone Corp , Expressway Technology Center , Shimizu Corp , 株式会社ブリヂストン , 清水建設株式会社 , 財団法人高速道路技術センター
发明人： FUKUTAKE TAKEYOSHI , HORIUCHI SUMIO , KAWASAKI HIROTAKA , TAKEICHI HIDEO , ASHOKA KUMAR KARMOKAR , KAWAIDA MINORU
IPC分类号： E02D17/18 , B09B1/00 , E02D3/026
摘要： PROBLEM TO BE SOLVED: To provide a ground construction method reducing a construction cost and shortening a construction period by easily filling a granular material in hollow parts inside waste tires.
SOLUTION: In the ground construction method, the ground is constructed by arranging the tires 1 with axes placed in a vertical direction, and then spreading the granular material all over from the upper face part of the tires 1. In this case, an opening 2 is formed at the upper face part of the tire before spreading the granular material all over.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过在废轮胎内部容易地将颗粒材料填充在中空部件中来降低施工成本并缩短施工周期的地面施工方法。解决方案：在地面施工方法中，通过将轮胎1布置成沿垂直方向放置的轴，然后将颗粒材料全部从轮胎1的上表面部分扩展而构成地面。在这种情况下，在将颗粒材料全部扩散之前，在轮胎的上表面部分处形成开口2。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2008002205A Manufacturing method for ground structure 审中-公开
标题翻译：地基结构的制造方法
公开(公告)号：JP2008002205A
公开(公告)日：2008-01-10
申请号：JP2006174187
申请日：2006-06-23
申请人： Bridgestone Corp , Expressway Technology Center , Shimizu Corp , 株式会社ブリヂストン , 清水建設株式会社 , 財団法人高速道路技術センター
发明人： ASHOKA KUMAR KARMOKAR , TAKEICHI HIDEO , FUKUTAKE TAKEYOSHI , KAWAIDA MINORU
IPC分类号： E02D3/00 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method for a ground structure which can maintain sufficient strength against a load from above by enabling the shortening of the operation of infilling a granular material into the void of a used tire and enabling the granular material to be spread in all parts of the ring-shaped void, when the granular material of sediment and tire chips is introduced into the ring-shaped void of the used tire.
SOLUTION: In this manufacturing method for the ground structure 1 in which the ring-shaped void 6 of the used tire 3 is filled with the granular material A, the used tire 3 is rotated in a state of being placed on a rotating platform 10, so that the granular material A can be spread in all the parts of the ring-shaped void 6 by a centrifugal force, and compacted.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够通过使将颗粒材料填充到废旧轮胎的空隙中的操作缩短而能够保持足够的抗压强度的地面结构的制造方法，并且能够使颗粒状当将沉淀物和轮胎碎屑的颗粒材料引入轮胎的环形空隙中时，将在环状空隙的所有部分中扩散的材料。解决方案：在轮胎3的环状空隙6填充有粒状材料A的地面结构体1的制造方法中，废轮胎3在旋转状态下旋转平台10，使得颗粒状材料A可以通过离心力在环状空隙6的全部部分中扩散并压实。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007270542A Road bridge foundation design method 审中-公开
标题翻译：道路桥基础设计方法
公开(公告)号：JP2007270542A
公开(公告)日：2007-10-18
申请号：JP2006098589
申请日：2006-03-31
申请人： Central Nippon Expressway Co Ltd , Doyu Daichi Co Ltd , East Nippon Expressway Co Ltd , Expressway Technology Center , West Nippon Expressway Co Ltd , 中日本高速道路株式会社 , 東日本高速道路株式会社 , 株式会社ドーユー大地 , 西日本高速道路株式会社 , 財団法人高速道路技術センター
发明人： MAEDA YOSHITO , SUZUKI YUGO , HAYASE MASABUMI , HIROSE TAKESHI , FUKUNAGA YASUO , SAKATE MICHIAKI
IPC分类号： E02D27/32 , E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a road bridge foundation design method that uses measured values that are concrete to an extent that they are practicable from an original position shear friction test (SBIFT).
SOLUTION: First, the shear stress-vertical stress curve and the water supply volume-vertical stress curve are calculated for each layer of the ground to which this road bridge foundation design applies. Then the circumferential frictional force of each ground layer is calculated using an adhesive force and an inner friction angle obtained from the shear stress-vertical stress curve, and the side pressure value obtained from the water supply volume-vertical stress curve. Further a deformation coefficient is obtained from the water supply volume-vertical stress curve. An ordinary correction coefficient is set up at 2 and an earthquake correction coefficient is at 4 for use in the estimation of a subgrade reaction coefficient. The circumferential friction force of each ground layer is calculated using the adhesive force and the inner friction angle obtained from the shear stress-vertical stress straight line and the side pressure value obtained from the water supply volume-vertical stress curve if the layer is a clay layer, and may be estimated from the value N if the layer is a sand and gravel layer.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种道路桥基础设计方法，该方法使用具体的测量值，该测量值从原始位置剪切摩擦试验（SBIFT）可行。解决方案：首先，对该道路桥梁基础设计所应用的地面层进行剪切应力 - 垂直应力曲线和供水量 - 垂直应力曲线。然后使用从剪切应力 - 垂直应力曲线获得的粘合力和内摩擦角以及从供水体积 - 垂直应力曲线获得的侧压值来计算每个接地层的周向摩擦力。此外，从供水体积 - 垂直应力曲线获得变形系数。普通校正系数设定为2，地震校正系数为4，用于路基反应系数的估计。使用粘合力和从剪切应力 - 垂直应力直线获得的内摩擦角和从供水体积 - 垂直应力曲线获得的侧压值来计算每个接地层的周向摩擦力，如果该层是粘土层，并且如果层是砂和砾石层，则可以从值N估计。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2006274713A Tire stacked structure 审中-公开
标题翻译：轮胎堆积结构
公开(公告)号：JP2006274713A
公开(公告)日：2006-10-12
申请号：JP2005097647
申请日：2005-03-30
申请人： Bridgestone Corp , Expressway Technology Center , Shimizu Corp , 株式会社ブリヂストン , 清水建設株式会社 , 財団法人高速道路技術センター
发明人： FUKUTAKE TAKEYOSHI , HORIUCHI SUMIO , KAWASAKI HIROTAKA , TAKEICHI HIDEO , ASHOKA KUMAR KARMOKAR , KAWAIDA MINORU
IPC分类号： E02D17/18 , B09B5/00 , E01D19/02 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a tire stacked structure capable of obtaining high rigidity by eliminating clearances in cavity parts of tires.
SOLUTION: Preload is applied in the stacked direction of waste tires 2 in the tire stacked structure formed by stuffing the cylindrical interior of the stacked waste tires 2 with a granular material 5. As a result, the clearances in the cavity parts 4 of the waste tires 2 and mutual cavities of the granular material when stuffed with the granular material 5 are thereby eliminated to make the interior of the cavity parts 4 solid, and the tire stacked structure can be utilized as an improved body of extremely high rigidity. If unitization is carried out in a state of prestressing the stacked direction of the waste tires 2, unitization can be carried out beforehand outside the construction field to obtain an improved body of high quality controlled in quality by combining waste tires of the same size, for instance. Further, transportation and installation during construction are facilitated by unitization. Further, if unitization is carried out in the state of prestressing the stacked direction of the waste tires, the tire stacked structure is applicable as an independent structure such as a retaining wall or a structure (bridge pier) foundation.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过消除轮胎的腔体部分中的间隙，提供能够获得高刚性的轮胎堆叠结构。解决方案：在废旧轮胎2的堆叠方向上，在通过用粒状材料5填充堆叠废弃轮胎2的圆筒形内部而形成的轮胎堆叠结构中施加预载荷。结果，空腔部分4中的间隙的废轮胎2和填充粒状材料5时的颗粒状物质的相互的空腔被消除，使得空腔部4的内部固体化，并且轮胎堆叠结构可以用作极高刚性的改进体。如果在对废旧轮胎2的堆叠方向进行预应力的状态下进行整体化，则可以事先在施工现场的外部进行单元化，通过组合相同尺寸的废轮胎来获得质量控制的改善的质量控制体，实例。此外，通过统一化可以促进施工过程中的运输和安装。此外，如果在对废旧轮胎的堆叠方向进行预应力的状态下进行组合，则轮胎堆叠结构可以用作诸如挡土墙或结构（桥墩）基座的独立结构。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006133962A Investment business package formation method and investment business package formation support system 审中-公开
标题翻译：投资业务包装形成方法和投资业务包装形成支持系统
公开(公告)号：JP2006133962A
公开(公告)日：2006-05-25
申请号：JP2004320553
申请日：2004-11-04
申请人： Central Nippon Expressway Co Ltd , East Nippon Expressway Co Ltd , Expressway Technology Center , Nomura Research Institute Ltd , West Nippon Expressway Co Ltd , 中日本高速道路株式会社 , 東日本高速道路株式会社 , 株式会社野村総合研究所 , 西日本高速道路株式会社 , 財団法人高速道路技術センター
发明人： KOMURO SHUNJI , TANAKA TETSUYA , HATANO KAZUHISA , KUBO TATSUSHI , YAMAGISHI RYOICHI
IPC分类号： G06Q10/00 , G06Q10/06 , G06Q50/00
摘要： PROBLEM TO BE SOLVED: To provide an investment business package formation support system supporting logical adoption based on a clear criterion of business performed with investment as the business to be executed from a plurality of pieces of business. SOLUTION: In this investment business package formation method, a target value to be accomplished is set about each of a plurality of items (step S10), and a difference between the set target value and a present state value showing a present state is calculated (step S11). Next, a contribution degree to the accomplishment of a result target is calculated about each of the businesses for accomplishing the target value, on the basis of a difference between the target value and effect when executing the business (step S13). Next, a contribution degree total value per unit cost of each of the businesses is calculated as a unit cost contribution degree total value on the basis of a value related to necessary cost and a total value of the calculated contribution degree (step S15). The business to be executed is adopted from the businesses in order of magnitude of a calculated unit cost contribution degree (step S17), and the adopted business is displayed as the business of an investment target (step S20). COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种支持逻辑采用的投资业务组合支持系统，其基于从多个业务执行的业务执行的具有投资业务的明确标准。
解决方案：在该投资业务包形成方法中，针对多个项目中的每一个设置要完成的目标值（步骤S10），并且设定目标值与显示当前状态的当前状态值之间的差（步骤S11）。接下来，基于目标值与执行业务时的效果之间的差异，计算关于实现目标值的每个业务的贡献度（步骤S13）。接下来，基于与必要成本相关的值和计算出的贡献度的总值，计算出每个业务的每单位成本的贡献度总值作为单位成本贡献度总计值（步骤S15）。所执行的业务按计算单位成本贡献度的大小顺序从业务中采用（步骤S17），所采用的业务被显示为投资对象的业务（步骤S20）。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2008234337A Automatic payment apparatus for motor vehicle 审中-公开
标题翻译：汽车自动付款装置
公开(公告)号：JP2008234337A
公开(公告)日：2008-10-02
申请号：JP2007073349
申请日：2007-03-20
申请人： Expressway Technology Center , Makoto Maruyama , Takeshi Tsuda , 信丸山 , 剛津田 , 財団法人高速道路技術センター
发明人： TSUDA TAKESHI , MARUYAMA MAKOTO
IPC分类号： G06Q30/02 , G06Q30/06 , G06Q50/00 , G07B15/00 , G08G1/052
摘要： PROBLEM TO BE SOLVED: To promote a driver to be aware of speed limit compliance according to such a merit as privilege. SOLUTION: When a vehicle 3 loaded with an ECT in-vehicle unit 5 equipped with various in-vehicle unit information passes an entrance side distance-based toll gate 1 and an exit side toll gate 49 by inserting an ETC card 11, distance information and speed detection information acquired by a speed detection means are transmitted to a management information center 23, and toll is calculated and the speed at which the vehicle passes the toll gate is judged by the management information center 23, and when it is judged that the speed is a specific speed or less, the driver himself or herself is notified of points. The points are given a privilege according as fixed scores are accumulated, and the scores of the points are accumulated according as the driver complying with speed limit. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：根据特权的优点，促进驾驶员了解速度限制合规性。解决方案：当装载有各种车载单元信息的ECT车载单元5的车辆3通过插入ETC卡11而通过入口侧基于距离的收费站1和出口侧收费站49时，通过速度检测装置获取的距离信息和速度检测信息被发送到管理信息中心23，并且管理信息中心23判断车辆通过收费站的车速，并且当判断速度是一个特定的速度或更低，司机自己被通知点。根据固定分数积分，给予积分，并根据驾驶员符合速度限制积分积分。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP4234093B2 Tilting type safety barrier 有权
公开(公告)号：JP4234093B2
公开(公告)日：2009-03-04
申请号：JP2004352809
申请日：2004-12-06
申请人：中日本ハイウェイ・エンジニアリング名古屋株式会社 , 秀樹太田 , 財団法人高速道路技術センター
发明人：秀樹太田 , 裕之本江 , 和夫熊谷 , 秀喜高橋
IPC分类号： E01F7/04

10. 发明专利

JP2006161359A Tiltable guard fence 有权
标题翻译： TILTABLE GUARD FENCE
公开(公告)号：JP2006161359A
公开(公告)日：2006-06-22
申请号：JP2004352809
申请日：2004-12-06
申请人： Expressway Technology Center , Hideki Ota , Quest Engineer:Kk , 秀樹太田 , 株式会社クエストエンジニア , 財団法人高速道路技術センター
发明人： KUMAGAI KAZUO , OTA HIDEKI , TAKAHASHI HIDEKI , MOTOE HIROYUKI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a tiltable guard fence which can guard a vehicle traveling line of a road in a region which is not or little affected by rainfall, from relatively small-scale fall, facilitates installation work thereof at a low cost, and contributes to early-stage detection of occurrence of small-scale fall which can be omitted even at the time of regular patrol. SOLUTION: According to the tiltable guard fence, when debris and earth flows downward along a slope 60 to reach the guard fence 1, the debris and the earth run over a horizontal fence member 4 of a fence main body 2, and then they are held back by an erected fence member 3. When the erected fence member 3 is pushed and toppled down by collision of debris and earth falling along the slope 60 in a direction of an arrow R, the fence main body 2 is tilted to the side of the vehicle traveling line via a holding member 10, and therefor the momentum of the debris and the earth is dissipated due to the tilting. Further when the horizontal fence member 4 is inverted due to the tilting movement of the fence main body 2, debris and earth following to preceding ones can be held back by the horizontal fence member 4. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可倾斜的防护栏，可以防止在不太小或受到降雨影响的区域内的道路的车辆行驶线路，从相对较小的坠落，便于其安装工作低成本低，有助于早期检测小规模下降的发生，即使在定期巡视时也可以省略。解决方案：根据可倾斜的防护栅栏，当碎屑和泥土沿斜坡60向下流动到达防护栏1时，碎片和地球越过围栏主体2的水平围栏4，然后它们被竖立的围栏构件3保持。当通过沿着斜坡60沿着箭头R的方向落下的碎屑和地球的碰撞而将竖立的围栏构件3推压并推倒时，围栏主体2倾斜到通过保持构件10进行车辆行驶线的一侧，并且由于倾斜，碎屑和地球的动量消散。此外，当水平围栏构件4由于篱笆主体2的倾斜运动而反转时，与之前相邻的碎屑和地球可以被水平围栏构件4阻挡。（C）2006年，JPO和NCIPI

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