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81. 发明专利

JP2008002268A Friction joint structure and seismic strengthening method of structure by high-tension bolt 有权
标题翻译：高张力螺栓结构的摩擦接合结构与地震加固方法
公开(公告)号：JP2008002268A
公开(公告)日：2008-01-10
申请号：JP2007264360
申请日：2007-10-10
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： KATO MASATOSHI , MIURA YASUNARI , TOSAI HIROYUKI , YOSHIDA SHINJI , HIRAI KEIJI
IPC分类号： E04B1/58 , E04B1/24 , E04B1/38 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a friction joint structure by a high-tension bolt, which can fix a member for reinforcement to a steel member comprising an assembly pillar, a beam or the like of the structure, without performing any welding or making any openings, and to provide a seismic reinforcing method of a structure using the friction joint structure.
SOLUTION: In the friction joint structure by the high-tension bolt, the steel member LC of the structure is sandwiched between a first splice plate 11 and a second splice plate 12, and the first splice plate 11 and the second splice plate 12 have a projected part projected from the end S of the steel member. Then a spacer 13 is arranged between the first splice plate 11 and the second splice plate 12 at the projected part, and the first splice plate 11, the second splice plate 12 and the spacer each have a bolt hole 16. The first splice plate 11 and the second splice plate 12 are fastened by the high-tension bolt 14 inserted into the bolt hole by sandwiching the spacer at the projected part. Thus, the steel member, the first and the second splice plates are joined together by friction.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了通过高压螺栓提供一种摩擦接合结构，该高压螺栓可将用于加强的构件固定到包括结构的组装柱，梁或类似物的钢构件，而不进行任何焊接或制造任何开口，并提供使用该摩擦接头结构的结构的抗震加固方法。解决方案：在通过高压螺栓的摩擦接合结构中，结构的钢构件LC夹在第一接合板11和第二接合板12之间，并且第一接合板11和第二接合板 12具有从钢构件的端部S突出的突出部分。然后，在第一接合板11和第二接合板12之间在突出部分处设置间隔件13，并且第一接合板11，第二接合板12和间隔件各自具有螺栓孔16.第一接合板11 并且第二接合板12通过将间隔件夹在突出部分的方式被插入螺栓孔中的高压螺栓14紧固。因此，钢构件，第一和第二接合板通过摩擦接合在一起。版权所有（C）2008，JPO＆INPIT

82. 发明专利

JP2007326073A Cleaning method for bottom sediment/soil polluted by dioxins 有权
标题翻译：由二氧化铅污染的底部沉积物/土壤的清洁方法
公开(公告)号：JP2007326073A
公开(公告)日：2007-12-20
申请号：JP2006160773
申请日：2006-06-09
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： TANAKA YUICHI , SAKAMOTO KAORI , TAKAHASHI YUICHI
IPC分类号： B09C1/02 , B03B5/00 , B03B5/28 , B09C1/08 , C02F11/00
摘要： PROBLEM TO BE SOLVED: To solve such problems that cleaning/classification by a cyclone is often used as anti-pollution measures for bottom sediment/soil polluted by dioxins, however removal of fine particles by a cyclone is limited, and it is difficult to reduce below environmental standards in the case of a high initial concentration of dioxines. SOLUTION: This cleaning method of the bottom sediment/soil polluted by dioxines comprises the processes for: wet-screening the polluted bottom sediment/soil with pollutant of dioxines attached thereto and forming slurry; separating the slurry into coarse particles and fine particles by sending it to the cyclone; overflowing fine particles/organic matter remaining in the coarse particles, by charging the coarse particles to a column and generating a rising stream by sending washing water from a lower part of the column; and recovering the pollutant-removed coarse particles from the column. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了解决这样的问题，通常将旋风分离器的清洗/分级用作二恶英污染的底部沉积物/土壤的防污染措施，但是通过旋风除去细颗粒是有限的，在二恶英初始浓度高的情况下难以降低环境标准以下。解决方案：二恶英污染的底部沉积物/土壤的清洗方法包括：对污染底泥沉积物/土壤进行湿法筛选，并附有二恶英污染物并形成浆料; 通过将浆料分送到旋风分离器将浆料分离成粗颗粒和细颗粒; 通过将粗颗粒装载到塔中并通过从塔的下部送出洗涤水而产生上升的流，使粗颗粒中残留的细颗粒/有机物溢出; 并从柱中回收污染物去除的粗颗粒。版权所有（C）2008，JPO＆INPIT

83. 发明专利

JP2007308916A Method of simulating movement of particles in sand recycle 有权
标题翻译：模拟砂浆中颗粒运动的方法
公开(公告)号：JP2007308916A
公开(公告)日：2007-11-29
申请号：JP2006137433
申请日：2006-05-17
申请人： Japan Atom Power Co Ltd:The , Penta Ocean Constr Co Ltd , Tokyo Electric Power Services Co Ltd , 五洋建設株式会社 , 日本原子力発電株式会社 , 東電設計株式会社
发明人： KOZUKA MASAYUKI , TAJIMA YOSHIMITSU , MOMOSE KAZUO , SAKAGAMI TAKEHARU , ISHII TOSHIMASA
IPC分类号： E02D15/10 , E02B1/00
摘要： PROBLEM TO BE SOLVED: To provide a method of determining the optimum charging position of sediment by accurately simulating the movement of the soil by the flow of beach after the sediment dredged from the stacked position of a seabed is charged to a place different from the eroded position.
SOLUTION: This method of simulating the movement of particles in a sand recycle comprises the step of setting the geographic conditions and wave conditions at a place where the sand recycle is performed and the initial conditions of the particles, the step of calculating a plane wave field and a beach flow field in the position from the graphic conditions and the wave conditions, the step of calculating an external force field applied to the particles from the plane wave field and the beach flow field, and the step of calculating the moving position of the particles by the external force field through a probability course.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过在从海床的堆叠位置疏浚的泥沙被填充到不同的地方之后，通过准确地模拟沙滩的流动来准确地模拟土壤的运动来确定沉积物的最佳充电位置的方法从侵蚀的位置。解决方案：模拟砂再循环中颗粒运动的方法包括在进行砂再循环的地方和颗粒的初始条件下设置地理条件和波浪条件的步骤，计算颗粒的步骤平面波场和来自图形条件和波浪条件的位置的海滩流场，计算从平面波场和海滩流场施加到粒子的外力场的步骤，以及计算移动的步骤颗粒的位置通过外力场通过概率过程。版权所有（C）2008，JPO＆INPIT

84. 发明专利

JP2007302148A Base vessel for laying sheet and laying construction method for water-shielding sheet 有权
标题翻译：用于层压板的底座和水封装置的施工方法
公开(公告)号：JP2007302148A
公开(公告)日：2007-11-22
申请号：JP2006133833
申请日：2006-05-12
申请人： C I Kasei Co Ltd , Fudo Tetra Corp , Geo-Research Institute , Masafumi Kamon , Kinjo Rubber Co Ltd , Konoike Constr Ltd , Ohbayashi Corp , Okumura Corp , Osaka Prefecture , Penta Ocean Constr Co Ltd , Taiyo Kogyo Corp , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , Yokohama Rubber Co Ltd:The , シーアイ化成株式会社 , 五洋建設株式会社 , 雅史嘉門 , 大阪府 , 太陽工業株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社大林組 , 株式会社奥村組 , 株式会社鴻池組 , 横浜ゴム株式会社 , 財団法人地域地盤環境研究所 , 錦城護謨株式会社
发明人： AKAI TOMOYUKI , NISHIMURA MASAKI , MAEDA SATOSHI , YOSHIDA YASUO , FUKAZAWA TAKESHI , HONDA MASAHITO , YAMADA KOICHI , OTA NOBUYUKI , KUSUBE YOSHIO , NAKAGI SHUICHI , YANAGIHARA SUMIO , KOBAYASHI IKUO , IDOGUCHI KIYOTAKA , YAMAMOTO MASATO , ISHIDA MASATOSHI , ISHIHARA HIROSHI , MORIKITA SHOJI , WATABE NAOTO , SHIODA KENJI , FUKUDA MITSUHARU , KAMON MASAFUMI
IPC分类号： B63C11/00 , E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide a base vessel for laying a sheet and a laying construction method for a water-shielding sheet, which accomplish connection work with high reliability even on the base vessel.
SOLUTION: The base vessel for laying the sheet has a working base 21 and since the water-shielding sheets A, A are joined on the working base 21 and the laying construction is performed, a heating means 22 for a curable type protection material which a joining part of the water-shielding sheets A, A is filled with, is arranged on the working base 21.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于铺设片材的基底容器和用于水屏蔽片材的铺设施工方法，即使在基底容器上也可以实现高可靠性的连接工作。解决方案：用于铺设片材的基础容器具有工作基座21，并且由于遮蔽片A，A接合在工作基座21上并进行敷设结构，所以可以进行固化型保护的加热装置22 防水片A，A的接合部分填充的材料布置在工作基座21上。版权所有（C）2008，JPO＆INPIT

85. 发明专利

JP2007262890A Structure for controlling permeable sea area and construction method thereof 有权
标题翻译：控制渗透海域的结构及其施工方法
公开(公告)号：JP2007262890A
公开(公告)日：2007-10-11
申请号：JP2007172211
申请日：2007-06-29
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： SHIMOMURA NAOKI , HANEDA HIROSHI , YASUNO KOICHIRO , MORIYA YOICHI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a structure for controlling a permeable sea area and a construction method thereof always having enough wave dissipating performance against waves and capable of reducing acting wave power at the time of storm wind.
SOLUTION: A structure for controlling a permeable sea area 1 is installed with a box type dam body 2 at a pile foundation 3 in an appropriate gap 5 between a bottom of the sea 4 and the dam body 2 is comprised of a front surface wall composed of a vertical wall 6 and a tilt wall 7, an intermediate wall 12, a rear surface wall 9, a side surface wall 8, a bottom plate 10 and a top plate 11. A permeable slit 15 is opened at the vertical wall 6 and the tilt wall 7, the intermediate wall 12 and the rear surface wall 9, an opening part 16 is formed at the bottom plate 10 and the top plate 11, and the permeable slit 15 of the tilt wall 7 is opened at the upper part of the permeable slit 15 and at a place opposite to the upper wall surface of the intermediate wall 12.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于控制可渗透海域的结构及其施工方法，其总是具有足够的波浪消散性能并且能够降低风暴时的作用波浪功率。解决方案：用于控制可渗透海域1的结构在桩基础3处安装有箱形坝体2，其中海底4之间的适当间隙5中，坝体2包括前部由垂直壁6和倾斜壁7，中间壁12，后表面壁9，侧面壁8，底板10和顶板11组成的表面壁。可透过的狭缝15在垂直方向上打开壁6和倾斜壁7，中间壁12和后表面壁9，在底板10和顶板11上形成开口部分16，并且倾斜壁7的可渗透狭缝15在可渗透狭缝15的上部和与中间壁12的上壁表面相对的位置。版权所有（C）2008，JPO＆INPIT

86. 发明专利

JP2007254996A Lightweight soil placing method 有权
标题翻译：轻型土壤定位方法
公开(公告)号：JP2007254996A
公开(公告)日：2007-10-04
申请号：JP2006078514
申请日：2006-03-22
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： SHIODA KOJI , NIIYA HIROSHI , WATANABE MASAYA
IPC分类号： E02D17/18 , E02D3/00
摘要： PROBLEM TO BE SOLVED: To provide a lightweight soil placing method applicable to effective reuse of lightweight soil falling out of an allowable range in terms of a target density in execution of lightweight soil placement.
SOLUTION: After preparing the lightweight soil made of mud as a base material, the density of the lightweight soil is measured before placement, and part of the lightweight soil falling in the allowable range in terms of the target density is placed, followed by returning the remaining lightweight soil falling out of the allowable range in terms of the target density to a lightweight soil preparing step to reuse the same. Preferably, the lightweight soil falling out of the allowable range in terms of the target density is hardened and then crushed, or it is kept in a state of slurry before hardening, and then returned to the mud of the base material.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种轻量化的土壤放置方法，其适用于在执行轻质土壤放置时在目标密度方面有效重复使用轻质土壤，从容许范围落在允许范围内。
解决方案：在准备由泥浆作为基础材料制成的轻质土壤后，放置前测量轻质土壤的密度，并放置部分轻质土壤以目标密度计算在允许范围内通过将剩余的轻质土壤从目标密度换出的允许范围返回到轻质土壤准备步骤以重新使用它们。优选地，将从目标密度考虑在容许范围之外的轻质土壤硬化，然后粉碎，或者在硬化前保持浆液状态，然后返回到基材的泥浆中。版权所有（C）2008，JPO＆INPIT

87. 发明专利

JP2007245103A Dewatering apparatus and dewatering method of stored slurry 有权
标题翻译：储存浆料的脱水装置和脱水方法
公开(公告)号：JP2007245103A
公开(公告)日：2007-09-27
申请号：JP2006075864
申请日：2006-03-20
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： IKEDA SHOZO , SUGIHARA HIROAKI , HACHITSUKA NAOYA
IPC分类号： B01D35/027 , B01D29/01 , B01D29/62 , E02F7/00
摘要： PROBLEM TO BE SOLVED: To provide an apparatus and a method setting a position of a slurry filtering means according to a suspension state or level of slurry in a slurry storing tank, and efficiently dewatering slurry.
SOLUTION: This slurry filtering means is provided with the slurry storing tank 11 storing slurry, and a slurry filtering apparatus 12 filtering the slurry in the slurry storing tank. The slurry filtering apparatus 12 is provided with a filtering body 13 having a filter 13C, and a depressurizing means 14 depressurizing the inside of the filtering body and sucking and filtering the slurry to discharge filtrate to the outside. The filtering body 13 is connected to floaters 15 (floating means), and suspendedly set in the slurry, being supported by the floaters 15. In the dewatering apparatus and dewatering method of slurry, wires 21 suspending the filtering body 13 and a winch 22 winding the wires 21 are preferably set to the floaters, and the suspending position of the filtering body is variable by adjusting the length of the wires.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种根据浆料储存罐中的悬浮状态或浆料水平设定浆料过滤装置的位置并有效地使浆料脱水的装置和方法。解决方案：该浆料过滤装置设置有储存浆料的浆料储存罐11和用于过滤浆料储存罐中的浆料的浆料过滤装置12。浆料过滤装置12设置有具有过滤器13C的过滤体13和对过滤体内部进行减压并抽吸和过滤浆料以将滤液排出到外部的减压装置14。过滤体13与浮子15（浮动装置）连接，悬浮在浆料中，由浮子15支撑。在脱水装置和浆料脱水方法中，悬挂过滤体13和绞盘22的绕线21 电线21优选地设置在浮子上，并且通过调节电线的长度来改变过滤体的悬挂位置。版权所有（C）2007，JPO＆INPIT

88. 发明专利

JP2007225379A Standard attitude correction method and apparatus for measuring instrument 审中-公开
标题翻译：标准方法校正方法和仪器测量仪器
公开(公告)号：JP2007225379A
公开(公告)日：2007-09-06
申请号：JP2006045386
申请日：2006-02-22
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： SUGIMOTO HIDEKI
IPC分类号： G01C15/00
摘要： PROBLEM TO BE SOLVED: To solve a problem in which an object to be surveyed and a visual level are positioned on the same worktable and when the worktable is on a work ship or a floating body on the sea the inclination of the instrument cannot be corrected quickly and accurately in a conventional standard attitude correction method and apparatus for a measuring instrument.
SOLUTION: In the standard attitude correction method and apparatus for a measuring instrument, a monitor-equipped collimating scope is affixed to the measuring instrument mounted on a worktable having an object to be surveyed and both-side surveying reference points. The both-side horizontal direction is collimated by the collimating scope. The standard attitude of the measuring instrument is corrected in accordance with the visual field position of each surveying reference point obtained by the collimating scope.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了解决被检查对象和视觉水平位于同一工作台上的问题，以及当工作台位于海上工作船或浮体上时，仪器的倾斜度在传统的标准姿态校正方法和测量仪器的装置中不能快速准确地校正。解决方案：在用于测量仪器的标准姿态校正方法和装置中，将安装在具有待测对象的工作台上的测量仪器和两侧测量参考点上的监视器配准的准直范围。双侧水平方向由准直范围准直。根据通过准直范围获得的每个测量参考点的视野位置来校正测量仪器的标准姿态。版权所有（C）2007，JPO＆INPIT

89. 发明专利

JP2007217979A Liquefaction prevention construction and its construction method 有权
标题翻译：液化防护施工及其施工方法
公开(公告)号：JP2007217979A
公开(公告)日：2007-08-30
申请号：JP2006040640
申请日：2006-02-17
申请人： Kyushu Univ , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 国立大学法人九州大学
发明人： ZEN KOUKI , KURUMADA YOSHINORI
IPC分类号： E02D27/34 , E02D3/08 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a liquefaction prevention construction of the sandy soil capable of largely reducing construction expenses by reducing the amount of chemicals and its construction method. SOLUTION: The liquefaction prevention construction 1 of the sandy soil is so constituted that solidifying bodies 3 of predetermined volume solidified by injecting chemicals 17 in the sandy soil 2 as an object of improvement are piled up in the vertical and horizontal directions and in the longitudinal direction to form the improved soil 4, non-improved sections 5 having the same volume as that of the solidifying bodies 3 are scattered in the improved soil 4 and that the vertical and horizontal directions and the longitudinal direction are surrounded by the solidifying bodies 3a, 3b, 3c, 3d, 3e and 3f without continuing two or more non-improved sections 5. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供沙土的液化防止施工，能够通过减少化学品的量和施工方法大大减少施工费用。解决方案：沙土的液化防止结构1的构成是，通过在作为改进对象的沙土2中注入化学物17而固化的预定体积的凝固体3在竖直方向和水平方向上堆积形成改良土壤的纵向方向4，具有与固化体3相同体积的非改进部分5散布在改进的土壤4中，并且垂直方向和水平方向以及纵向被凝固体包围 3a，3b，3c，3d，3e和3f，而不连续两个或多个未改进的部分5.版权所有：（C）2007，JPO＆INPIT

90. 发明专利

JP2007217947A Pile head processing construction method and simple charge holder 有权
标题翻译：桩头加工施工方法和简单充电架
公开(公告)号：JP2007217947A
公开(公告)日：2007-08-30
申请号：JP2006039320
申请日：2006-02-16
申请人： Institute Of National Colleges Of Technology Japan , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 独立行政法人国立高等専門学校機構
发明人： YAMAURA ICHIRO , KATO MASATOSHI , NAKAMURA YUICHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a pile head processing construction method capable of easily and highly accurately processing a pile head in low vibration and low noise in a short period.
SOLUTION: In this pile head processing construction method, a ring-shaped horizontal partition plate 34 is prearranged inside the pile head to a cast-in-place concrete pile, and a high energy substance 35 is installed in a simple charge holder 21 having a dynamic action concentrating rectangular cavity 1 of an exploded shock wave and/or expanded gas pressure inside the pile head. Crack progress in the substantially vertical direction to a pile from a wall surface of a charge hole 5, is controlled by using the concentrative effect of the exploded shock wave and/or the expanded gas pressure generated in the charge hole, and the dynamic effect of the exploded shock wave and/or the expanded gas pressure generated in the charge hole is reflected or guided by the horizontal partition plate. Concrete of a part for processing the pile head is separated by controlling the crack progress in the substantially horizontal direction along the horizontal partition plate by using its effect.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在短时间内以低振动和低噪声容易且高精度地加工桩头的桩头加工施工方法。解决方案：在这种桩头加工施工方法中，将环形水平分隔板34预先安置在桩头内部到现浇混凝土桩，高能量物质35安装在简单的充电架 21具有集中在爆破冲击波的矩形腔1和/或桩头内的膨胀气体压力的动态作用。通过使用爆炸冲击波的集中效应和/或充电孔中产生的膨胀气体压力来控制从充电孔5的壁表面到基本垂直方向到堆的进展，以及充电孔5的动态效果在充电孔中产生的爆炸冲击波和/或膨胀气体压力被水平分隔板反射或引导。通过使用其效果，通过控制沿着水平隔板的大致水平方向的裂纹进展来分离用于加工桩头的部分的混凝土。版权所有（C）2007，JPO＆INPIT

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