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    • 2. 发明专利
    • Shear reinforcing structure for reinforced concrete structure
    • 加固混凝土结构的剪切加固结构
    • JP2011140796A
    • 2011-07-21
    • JP2010001721
    • 2010-01-07
    • Kochi Univ Of TechnologyMaeda CorpYunitaito Kkユニタイト株式会社公立大学法人高知工科大学前田建設工業株式会社
    • YONEDA DAIKIFUNAHASHI MASASHIMIYATA KATSUJIKIRA TAKUTOSHIMA HIROSHI
    • E04G23/02E04B1/20E04C5/16
    • PROBLEM TO BE SOLVED: To provide a shear reinforcing structure for a reinforced concrete structure, which has necessary/satisfactory fixing performance in spite of its small drilled diameter and minimizes the number of sections having no adhesion strength while reducing material costs and processing costs in particular.
      SOLUTION: The shear reinforcing structure for the reinforced concrete structure includes: a reinforcing member insertion hole 10 bored from one side to the other side of the reinforced concrete structure 60; a shear reinforcing member 20 inserted into the reinforcing member insertion hole 10; and a filler 30 filled in the reinforcing member insertion hole 10. The reinforcing member insertion hole 10 is bored up to the front side of a distributing bar 50 attached to a main reinforcement 40 located on the other side of the reinforced concrete structure 60, and has a uniform inner diameter from the inlet side to the inner side. The shear reinforcing member 20 includes a reinforcement 70 and a fixing body 80 with a plurality of rugged parts formed at the end of the reinforcement 70 formed by rolling, and is inserted up to the front side of the distributing bar 50 attached to the main reinforcement 40 on the inner side.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:为了提供一种用于钢筋混凝土结构的剪切增强结构,尽管其小的钻孔直径具有必要/令人满意的定影性能,并且使得没有粘合强度的部分的数量最小化,同时降低材料成本和加工 成本特别。 解决方案:钢筋混凝土结构的剪切增强结构包括:从钢筋混凝土结构60的一侧到另一侧钻出的加强构件插入孔10; 插入到加强构件插入孔10中的剪切加强构件20; 以及填充在加强构件插入孔10中的填充物30.加固构件插入孔10在连接到位于钢筋混凝土结构体60的另一侧的主加强件40的分配杆50的前侧进行钻孔, 从入口侧到内侧具有均匀的内径。 剪切加强构件20包括加强件70和固定体80,其具有形成在通过轧制形成的加强件70的端部处的多个凹凸部分,并且被插入到附接到主加固件的分配杆50的前侧 内侧40。 版权所有(C)2011,JPO&INPIT
    • 4. 发明专利
    • Fuel saving driving evaluation device for vehicle and fuel saving driving evaluation method
    • 用于车辆和燃油节省驾驶评估方法的燃油驱动评估装置
    • JP2013057249A
    • 2013-03-28
    • JP2011194477
    • 2011-09-07
    • Maeda Corp前田建設工業株式会社
    • HIRATA MASASHIYAMAMOTO TATSUOYASUI TOSHIAKITAKEBE TOKUJISUE MAYUFUNAHASHI MASASHI
    • F02D29/02F02D45/00
    • PROBLEM TO BE SOLVED: To evaluate the implementation situation of a fuel saving driving quantitatively and in a unified manner, corresponding to a car type or driving condition, using ecological drive on-vehicle equipment easy in the replacement to the other vehicle and having a simple structure.SOLUTION: A operation condition and a loading condition are analyzed based on at least vehicle speed, engine rotation speed and vehicle specification and an ideal fuel saving driving model comprising an optimum shift up method, an optimum acceleration method, an optimum deceleration method and an optimum economical speed is formed in each moving distance of one interval from the starting up to the stopping using the analyzed result of the operation condition and loading condition. An evaluation object fuel consumption is calculated based on an engine fuel consumption map and the analyzed operation condition and loading condition, the ideal fuel consumption is calculated based on the ideal fuel saving driving model and the analyzed operation condition and loading condition, and the evaluation object fuel consumption and the ideal fuel consumption are compared to each other to calculate a fuel saving driving achievement rate.
    • 要解决的问题:为了对车辆类型或驾驶状况进行定量和统一的方式评估节油驾驶的实施情况,使用易于更换其他车辆的生态驾驶车载设备,以及 具有简单的结构。 解决方案:基于至少车速,发动机转速和车辆规格以及包括最佳换档方式,最佳加速方法,最佳减速方法的理想节油驾驶模型来分析操作条件和装载条件 使用运行条件和装载条件的分析结果,在从启动到停止的一个间隔的每个移动距离中形成最佳经济速度。 基于发动机燃料消耗图和分析的运转状态和装载条件来计算评价对象燃料消耗量,基于理想的燃料消耗驾驶模型和分析的运转状况和负荷状态来计算理想燃料消耗量,以及评价对象 将燃料消耗和理想燃料消耗相互比较以计算节省燃料的驾驶成果率。 版权所有(C)2013,JPO&INPIT
    • 5. 发明专利
    • Probe for inspecting concrete flaw
    • 检查混凝土的探测
    • JP2010078356A
    • 2010-04-08
    • JP2008244332
    • 2008-09-24
    • Akebono Brake Ind Co LtdMaeda CorpToyo Constr Co Ltd前田建設工業株式会社曙ブレーキ工業株式会社東洋建設株式会社
    • SAKAI TAKASHIKANEKO MINORUYASUDA MASAYUKISUEOKA EIJIARAKANE NAOKISHIRANE YUJIFUNAHASHI MASASHIMINAMI KOSUKE
    • G01N29/28
    • PROBLEM TO BE SOLVED: To efficiently transmit ultrasonic waves through the inside of a structure without necessities of a cleaning and removing operation of a liquid contact medium, an attaching operation of a solid gel sheet, and an applying operation of a polymer solution capable of forming a sheet.
      SOLUTION: A probe for inspecting concrete flaw 100 inspects a flaw detection face of an object to be inspected by propagating ultrasonic waves, and includes at least a piezoelectric element 27, a pad 43 formed by a polymer gel which contacts and tightly attaches to the flaw detection face, and engaging means 45 for integrally holding the piezoelectric element 27 and the pad 43. In the probe for inspecting concrete flaw 100, the pad 43 is attachable/detachable to the engaging means 45, and formed in a round pillar shape. A recess 25 is formed on a pad case 19 fixed on the piezoelectric element 27, and one end face of the pad 43 is tightly attached to the bottom of the recess 25. The engaging means 45 is constituted by a circumference groove formed on the outer circumference face of the pad 43, and a flanged projection 48 formed on the inner circumference face of the recess 25 and fitting the circumference groove.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了有效地将超声波传播通过结构内部,而不需要液体接触介质的清洁和除去操作,固体凝胶片的附着操作和聚合物溶液的施加操作 能够形成片材。 解决方案:用于检查混凝土缺陷的探针100通过传播超声波来检查待检查物体的探伤面,并且至少包括压电元件27,由聚合物凝胶形成的焊盘43,其接触并紧密附着 以及用于一体地保持压电元件27和焊盘43的接合装置45.在用于检查混凝土缺陷的探针100中,焊盘43可附接/可拆卸到接合装置45,并形成为圆柱形 形状。 在固定在压电元件27上的焊盘壳体19上形成有凹部25,并且,焊盘43的一个端面紧贴在凹部25的底部。接合部件45由形成在外部的外周 垫43的圆周面和形成在凹部25的内周面上并且配合周向槽的凸缘突起48。 版权所有(C)2010,JPO&INPIT
    • 7. 发明专利
    • Method of measuring cross-sectional shape of space
    • 测量空间交叉形状的方法
    • JP2009079953A
    • 2009-04-16
    • JP2007248374
    • 2007-09-26
    • Maeda Corp前田建設工業株式会社
    • MINAMI KOSUKEYAMAMOTO TATSUOFUNAHASHI MASASHIAKIYAMA NAOICHIYAMASHITA KENJI
    • G01C7/06
    • PROBLEM TO BE SOLVED: To easily and accurately measure the various shapes of spaces.
      SOLUTION: A positioning laser beam is irradiated in a longitudinal direction of an object to be measured to position a laser range finder approximately in parallel with the longitudinal direction of the object to be measured (S12). The orientation of the laser range finder is adjusted in such a way that a laser beam irradiated from the laser range finder may be in a reference direction at a right angle to the direction of irradiation of the positioning laser beam (S13). A measuring laser beam is irradiated to the object to be measured in the reference direction to perform a first measurement (S14). The laser range finder is rotated in a horizontal direction by a prescribed angle from the reference direction to irradiate the measuring laser beam to the object to be measured and perform a second measurement (S15). The laser range finder is rotated in the direction opposite to that at the second measurement by a prescribed angle from the reference direction to irradiate the measuring laser beam to the object to be measured and perform a third measurement (S16). A minimum measurement value is adopted as a measurement value of a cross section of space (S17).
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了容易且准确地测量各种形状的空间。 解决方案:定位激光束沿着被测量物体的纵向照射以将激光测距仪与被测量物体的纵向大致平行地定位(S12)。 调整激光测距仪的取向,使得从激光测距仪照射的激光束可以与定位激光束的照射方向成直角的参考方向(S13)。 测量激光束在参考方向上照射到被测量物体上进行第一次测量(S14)。 激光测距仪沿水平方向从基准方向旋转预定角度,将测量激光束照射到待测量对象,并进行第二测量(S15)。 激光测距仪沿着与第二测量方向相反的方向从参考方向旋转规定角度,将测量激光束照射到被测量物体,并执行第三测量(S16)。 采用最小测量值作为空间横截面的测量值(S17)。 版权所有(C)2009,JPO&INPIT
    • 8. 发明专利
    • Aseismatic reinforcing method for gravity type quaywall
    • 重力式QUAYWALL的ASEISMATIC增强方法
    • JP2006070436A
    • 2006-03-16
    • JP2004251316
    • 2004-08-31
    • Maeda Corp前田建設工業株式会社
    • TAKEOKA SHOJIMIWA TOSHIHIKOFUNAHASHI MASASHIHARA NATSUO
    • E02B3/06
    • PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing method for a gravity type quaywall that can cut down a construction period/a construction cost required for repair work while considering environment without lowering the stability of the ground.
      SOLUTION: The aseismatic reinforcing method for the gravity type quaywall for repairing and aseismatically reinforcing the existing gravity type quaywall constructed by installing a hollow caisson 13 surrounded by side wall parts and filling sand 14 in a hollow part of the caisson 13, comprises a process for inserting landslide preventing anchors 22 through the inside of the caisson 13 vertically downward from the top of the caisson 13 to drive the anchors 22 into the ground 11, 12. In addition, constitution comprising a process for substituting an inside filling material (such as seawater) 23 lighter in weight than sand, for a part of the sand 14 filled in the hollow part, can also be exemplified.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于重力式四边形墙的抗震加固方法,可以在不降低地面稳定性的情况下考虑环境,减少维修工作所需的施工周期/施工成本。 解决方案:用于修复和缓和加固现有重力型间隔墙的抗震加固方法,其通过安装由侧壁部分围绕的中空沉箱13和将沉积物14填充在沉箱13的中空部分中而构成,包括 从沉箱13的顶部垂直向下放置防滑锚定件22穿过沉箱13的内部以将锚定件22驱动到地面11,12中的方法。另外,包括用于将内部填充材料 例如海水)23重量比沙子重,对于填充在中空部分中的一部分沙子14也可以举例说明。 版权所有(C)2006,JPO&NCIPI