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61. 发明专利

JP2007223502A Windproof wall for passenger platform 有权
标题翻译：用于乘客平台的WINDPROOF墙
公开(公告)号：JP2007223502A
公开(公告)日：2007-09-06
申请号：JP2006048379
申请日：2006-02-24
申请人： Japan Railway Construction Transport & Technology Agency , Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社 , 独立行政法人鉄道建設・運輸施設整備支援機構
发明人： MASUI YOICHI , MIYAZAKI MASAMITSU , FUJIOKA HIROAKI , IWAI KIYOSHI
IPC分类号： B61B1/02
摘要： PROBLEM TO BE SOLVED: To provide a windproof wall for a passenger platform capable of reducing the effect by the wind pressure when a vehicle passes, reducing the loss of the cooling energy, and suppressing an increase in the concentration of the smoke when a fire breaks out. SOLUTION: The windproof wall comprise a wall built between an end ridge facing a track of a passenger platform and a ceiling while leaving a predetermined space from the ceiling, an opening part formed in the wall facing a door part of a vehicle stopped at the passenger platform, a door for opening/closing the opening part, and an opening/closing door which is supported by the space part formed between the wall and the ceiling in an opening/closing manner, usually maintained in a closed state, and opened when a fire breaks out. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种乘客平台的防风墙，能够在车辆通过时降低风压的影响，减少冷却能量的损失，并且抑制烟雾浓度的增加时发生火灾。解决方案：防风壁包括建立在面向乘客平台的轨道的端脊和天花板之间的壁，同时从天花板留下预定空间，形成在面向车辆门部的壁的开口部分停止在乘客平台上设有用于打开/关闭开口部的门，以及打开/关闭门，其以开闭方式由形成在壁与天花板之间的空间部分支撑，通常保持在关闭状态;以及打开时发生火灾。版权所有（C）2007，JPO＆INPIT

62. 发明专利

JP2006144477A Structure for mounting covering plate on steel shell structure 审中-公开
标题翻译：钢壳结构安装板结构
公开(公告)号：JP2006144477A
公开(公告)日：2006-06-08
申请号：JP2004338801
申请日：2004-11-24
申请人： A & A Material Corp , Kfc Ltd , Osamu Kiyomiya , Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社 , 株式会社エーアンドエーマテリアル , 株式会社ケー・エフ・シー , 理清宮
发明人： KIYOMIYA OSAMU , KANO TATSUO , MARUYAMA SATOSHI , IWATANI ICHIRO
IPC分类号： E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a covering plate mounting structure capable of simply, securely, and durably mounting a covering plate such as a fireproof plate on a steel shell structure of various immersed tunnels, in particular, a steel shell immersed tunnel having a steel shell on an inner face of the tunnel.
SOLUTION: A stud bolt 2 is attached to an inner face of a structure composed of the steel shell 1a, an interval holding fitting 3 is attached to the stud bolt 2, and the covering plate such as the fireproof plate 5 is mounted and supported through the interval holding fitting 3 at a predetermined interval between the inner face of the steel shell and it. The interval holding fitting 3 has insertion pieces 3a, 3b protruding in the opposite directions for each other in both end parts of a metallic plate bent and formed to have, for example, substantially u-shaped cross section. The insertion pieces 3a, 3b are inserted into a slit clearance S formed between a locking fitting 6 attached to the covering plate such as the fireproof plate 5 and the covering plate to engage and hold them.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够简单，可靠，耐久地将诸如防火板的覆盖板安装在各种浸没隧道的钢壳结构上的覆盖板安装结构，特别是钢壳浸入隧道在隧道的内表面上具有钢壳。解决方案：将双头螺栓2安装在由钢壳1a构成的结构的内表面上，间隔保持配件3安装在双头螺栓2上，并且安装诸如防火板5的覆盖板并且通过间隔保持配件3以钢壳的内表面与其之间的预定间隔支撑。间隔保持配件3具有在金属板的两端部彼此相反方向突出的插入件3a，3b，该金属板弯曲并形成为具有例如基本上为U形的横截面。插入片3a，3b插入到安装在诸如防火板5的覆盖板的锁定配件6和覆盖板之间形成的狭缝间隙S中以接合并保持它们。版权所有（C）2006，JPO＆NCIPI

63. 发明专利

JP2006063534A Bridge 审中-公开
标题翻译：桥
公开(公告)号：JP2006063534A
公开(公告)日：2006-03-09
申请号：JP2004243934
申请日：2004-08-24
申请人： Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社
发明人： MAEDA TAKASHI , ARAI MASAYUKI , NONOYAMA YUSHIRO
IPC分类号： E01D11/02 , E01D4/00 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a bridge capable of being carried out construction work even in a narrow site.
SOLUTION: The bridge comprises foundation work carried out in each of spots required for constructing the bridge, an arch member rigidly connecting both ends thereof to both head ends of the foundation work and placed in such a posture that a circular arc can be upward projected, a plurality of hangers suspended from a circular arc part of the arch member and arranging positions of the lower ends in a predetermined position, a hanging floor slab connected to the lower ends of the hangers and extended in parallel with a line connecting the two spots to each other, a rigidly connecting means rigidly connecting one extended end section of the hanging floor slab to one end section of the arch member opposed thereto and a connecting means connecting the other extended end section of the hanging floor slab by relatively allowing the movement only in the extended direction of the hanging floor slab to the other end section of the arch member to which the extended end section is opposed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供即使在狭窄的地点也能进行施工作业的桥梁。解决方案：桥梁包括在构造桥梁所需的每个点进行的基础工作，拱形构件将其两端刚性地连接到基础工件的两个头端，并以这样的姿态放置，使得圆弧可以向上突出的多个吊架，其从拱形构件的圆弧部分悬挂并且将下端的位置布置在预定位置，悬挂的楼板连接到衣架的下端并与连接到衣架的线平行延伸两个点相互连接，刚性连接装置将悬挂楼板的一个延伸端部与其相对的拱形构件的一个端部部分刚性连接，以及连接装置，该连接装置通过相对允许仅在悬挂楼板的延伸方向上移动到延伸端部相对的拱形构件的另一端部。版权所有（C）2006，JPO＆NCIPI

64. 发明专利

JP2005089997A Earth retaining wall structure and its construction method 有权
标题翻译：地球保持墙结构及其施工方法
公开(公告)号：JP2005089997A
公开(公告)日：2005-04-07
申请号：JP2003321578
申请日：2003-09-12
申请人： Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社
发明人： NAKAMURA HEIJI , NAKAMURA YOSHIHISA , TACHIKAWA ITSURO
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide earth retaining wall structure for supporting earth pressure on the mountain side in constructing a road, a railroad or a housing site.
SOLUTION: This earth retaining wall structure is composed of an L-shaped retaining wall body provided with a vertical retaining wall body for receiving earth pressure on the back face side, and a horizontal retaining wall body on the front face side. The earth retaining wall structure is provided with a temporary front earth retaining body 5b connected to the horizontal retaining wall body 1b and inserted into soil.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：在建设道路，铁路或住宅地点时，提供用于支持山区土压力的挡土墙结构。解决方案：该挡土墙结构由设置有用于在背面侧接收土压力的垂直保持壁体和前表面侧的水平保持壁体的L形挡土墙体构成。挡土墙结构设置有临时的前地线保持体5b，其连接到水平保持壁体1b并插入土壤中。版权所有（C）2005，JPO＆NCIPI

65. 发明专利

JP2005036576A Diagnostic method of deteriorated concrete by water jet 审中-公开
标题翻译：通过水喷射测定混凝土的诊断方法
公开(公告)号：JP2005036576A
公开(公告)日：2005-02-10
申请号：JP2003276613
申请日：2003-07-18
申请人： Hiroshima Kasei Ltd , Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社 , 広島化成株式会社
发明人： FUJII HISAYA , NAGATOME KIMIAKI
IPC分类号： E21D11/10 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a deterioration diagnostic method capable of expecting objective and quantitative investigation results by a mechanical method since the conventional hammered inspection is largely influenced by the degree of an operator's skill in a diagnosis of a deterioration of a concrete construction and its range.
SOLUTION: Extra-high pressure water as high as 100MPa to 280MPa is injected to the road, bridge of a railroad, or the surface of concrete inside of a tunnel by an amount of water as much as 8 to 25lit./min. by water jet, and a diagnostic method of a deteriorating concrete by the water jet investigates whether or not the concrete on the surface of the construction is separated.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过机械方法预期客观和定量调查结果的恶化诊断方法，因为传统的锤式检查在很大程度上受到操作者在诊断混凝土的劣化方面的技能程度的影响施工及其范围。
解决方案：高达100MPa至280MPa的超高压水注入道路，铁路桥梁或隧道内混凝土表面，水量多达8至25 lit./min 。通过水射流，通过水射流破坏混凝土的诊断方法研究了建筑物表面上的混凝土是否分离。版权所有（C）2005，JPO＆NCIPI

66. 发明专利

JP2004052324A Small-scale bridge 有权
标题翻译：小型桥梁
公开(公告)号：JP2004052324A
公开(公告)日：2004-02-19
申请号：JP2002209806
申请日：2002-07-18
申请人： Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社
发明人： NAKAMURA HEIJI , MATSUDA KAZUFUMI
IPC分类号： E01D19/04 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To reduce the influence of a back earth pressure which is exerted on an abutment; to miniaturize the foundation of the abutment; and to reduce construction costs.
SOLUTION: A small-scale bridge is composed of: the paired abutments 3 which are constructed on high grounds 2 between which a low ground 1 is sandwiched; supporting bases 5 with a fixed structure, which are mounted on respective supporting surfaces 3A of the abutments 3; and a superstructure 4 which is supported by the supporting bases 5 and laid between the abutments 3. The supporting bases 5, which are mounted on the respective abutments 3, are structurally fixed so that the back earth pressures A and B, exerted on the abutments 3, can be balanced via the superstructure 4 and so that the abutments 3 can be downsized.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：减少施加在基台上的背土压力的影响; 使基台小型化; 并降低施工成本。
解决方案：小型桥由以下构成：成对的基台3，其构成在高地面2之间，其中夹着低地面1; 具有固定结构的支撑基座5，其安装在邻接件3的相应的支撑表面3A上; 以及由支撑基座5支撑并铺设在抵接部3之间的上部结构4.安装在各个支座3上的支撑基座5在结构上固定，使得后部接地压力A和B施加在基台如图3所示，能够通过上部结构4平衡，从而能够使基座3小型化。版权所有（C）2004，JPO

67. 发明专利

JP2003306920A Steel sheet pile type quay structure 审中-公开
标题翻译：钢板桩型结构
公开(公告)号：JP2003306920A
公开(公告)日：2003-10-31
申请号：JP2002111583
申请日：2002-04-15
申请人： Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社
发明人： INAI YASUSHI
IPC分类号： E02B3/06 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a steel sheet pile type quay structure, the cost of which is reduced, because a steel sheet pile having a thin sectional thickness is used by decreasing residual water pressure by rapidly lowering a residual water level on the shore side of the steel sheet pile.
SOLUTION: A perforated pipe 4 is installed in shore-side soil. Consequently, water remaining in shore-side soil is collected by the perforated pipe 4, and drained to the sea side. Accordingly, since the residual water level on the shore side is lowered and the effect of residual water pressure is reduced, the steel sheet pile having the thin sectional thickness can be used and the quay structure is also advantageous at a cost.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供一种成本降低的钢板桩型码头结构，因为通过将剩余水位快速降低来降低残留水压，因此使用具有薄截面厚度的钢板桩钢板桩的岸边。
解决方案：穿孔管4安装在岸边土壤中。因此，留在岸边土壤中的水被多孔管4收集，并排入海侧。因此，由于岸侧的残留水位下降并且残留水压的影响降低，所以可以使用薄壁部的厚度的钢板桩，并且码头结构也是有利的。版权所有（C）2004，JPO

68. 发明专利

JP2003055998A Reinforcing structure of existing structure 审中-公开
标题翻译：加强现有结构的结构
公开(公告)号：JP2003055998A
公开(公告)日：2003-02-26
申请号：JP2001241069
申请日：2001-08-08
申请人： Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社
发明人： NAKAMURA HEIJI , MASUNO MASAO
IPC分类号： E02D31/00 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of existing structure capable of reducing the influence on an existing structure resulting from a ground displacement, even if caused by the construction of a new underground structure, in the construction of the new underground structure near the existing structure.
SOLUTION: In this reinforcing structure of existing structure, an underground continuous wall 11 is constructed to surround the foundation of the existing structure 6, and the upper end of the underground continuous wall is connected to the existing structure through a connecting board 12.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供一种现有结构的加强结构，即使由于新的地下结构的构造而引起的，也可以减少对地面位移造成的现有结构的影响，在新的地下结构的附近现有结构。解决方案：在现有结构的这种加固结构中，地下连续墙11被构造成围绕现有结构6的基础，并且地下连续墙的上端通过连接板12连接到现有结构。

69. 发明专利

JP2002332638A COEFFICIENT OF HORIZONTAL SUBGRADE REACTION SETTING METHOD ON REAR SIDE USED FOR EXCAVATION WORK SIMULATION DEVICE AND MINIMUM EARTH PRESSURE SETTING METHOD 失效
公开(公告)号：JP2002332638A
公开(公告)日：2002-11-22
申请号：JP2001138355
申请日：2001-05-09
申请人： PACIFIC CONSULTANTS CO LTD
发明人： NAKAMURA HEIJI , SUZUKI HISANAO
IPC分类号： E02D17/04 , G06F19/00 , G06Q50/00 , G06Q50/08 , G06F17/60
摘要： PROBLEM TO BE SOLVED: To improve the precision of the simulation of earth retaining work when an underground structure is constructed and to carry out the work with high safety. SOLUTION: For the calculation of the excavation earth retaining work, assuming that there are subgrade springs in both of the excavation side and the rear side, a calculation formula is derived for obtaining a coefficient of horizontal subgrade reaction on the rear side and the minimum earth pressure used wherein, anybody can freely calculate the coefficient of horizontal subgrade reaction on the rear side and the minimum earth pressure from the calculation formula, the calculated result is used to promote the reliability of simulation executed by an excavation work simulation device.

70. 发明专利

JP2002235333A GROUND WATER FLOWING DOWN DEVICE 失效
公开(公告)号：JP2002235333A
公开(公告)日：2002-08-23
申请号：JP2001030610
申请日：2001-02-07
申请人： PACIFIC CONSULTANTS CO LTD
发明人： NAKAMURA HEIJI , MASUNO MASAO
IPC分类号： E02D31/02 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a ground water flowing down device capable of eliminating an evil effect in the case a ground water vein is cut off by constructing an underground structure, at the same time, making maintenance and being restored to the initial efficiency. SOLUTION: The ground water flowing down device is constituted of a plurality of upstream side shafts and downstream side shafts set at a predetermined interval along the side of the underground structure, a collecting pipe connected to both upper stream side shafts, collecting the ground water from a sandy soil layer and collected to the upstream side shafts, a water pipe connected to both upstream side shaft and downstream side shaft and making the ground water collected to the upstream side shafts flow down to the downstream side shafts and a drain pipe connected to a plurality of downstream side shafts and making the ground water flow from the upstream side shafts and making the ground water flowing from the upstream side shafts infiltrate into the downstream side sandy soil layer.

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