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1. 发明专利

JP2017115552A ブレースバンドおよび構台の設置方法审中-公开
公开(公告)号：JP2017115552A
公开(公告)日：2017-06-29
申请号：JP2015255354
申请日：2015-12-25
申请人：清水建設株式会社 , Shimizu Corp , 株式会社横山基礎工事 , Yokoyama Kiso Koji:Kk
发明人： NISHIMURA SHINICHI , KASE TOSHIHISA , KONO SHIGEYUKI , BESSHO TOMOHIRO , MAEDA YUICHI , YOSHIOKA RYOICHI , ONUKI HIROYUKI , YOKOYAMA HIROSUKE , INOUE MASAHIRO
IPC分类号： E02B3/06 , E01D21/00
摘要：【課題】ブレース材を安定した姿勢で所定位置までスライドすることができ、接触面の十分な摩擦力を得られるブレースバンドおよび構台の設置方法を提供する。【解決手段】2本の杭12の間に架設されるブレース材14を、杭12に沿ってスライド自在に杭12に固定可能な環状のブレースバンド10であって、杭12の外径よりも大きい内径を有する環状の本体20と、ブレース材14を固定するための固定部42と、本体20から半径方向内側に向けて進退可能に設けられるボルト22と、ボルト22の先端に取り付けられ、杭12の外周面12aに当接可能な面24を有する押え板26とを備え、杭12に固定したブレース材14を杭12に沿ってスライドした際における杭12の打設誤差の影響を吸収可能にした。【選択図】図1

2. 发明专利

JP2013064308A Installation method of working platform 有权
标题翻译：工作平台安装方法
公开(公告)号：JP2013064308A
公开(公告)日：2013-04-11
申请号：JP2012069880
申请日：2012-03-26
申请人： Shimizu Corp , 清水建設株式会社 , Yokoyama Kiso Koji:Kk , 株式会社横山基礎工事
发明人： BESSHO TOMOHIRO , ENDO KAZUO , MAEDA YUICHI , OSAKI YUSAKU , KONO SHIGEYUKI , KASE TOSHIHISA , MORI HIDEO , YOKOYAMA HIROSUKE , INOUE MASAHIRO
IPC分类号： E01D21/00 , E01D15/24
摘要： PROBLEM TO BE SOLVED: To provide an installation method of a working platform with which a reinforcement can be installed while reducing underwater work or the like and costs or a working time can be reduced further.SOLUTION: According to an installation method of a working platform, a structure 18 is supported by upper parts of a plurality of piles 16 driven into a foundation. The installation method includes a first step of temporarily installing a reinforcement 20 between two piles 16 driven into the foundation by using a fixture 26 for fixing the reinforcement 20 to the piles 16, a second step of moving the temporarily installed reinforcement 20 downward to a predetermined position along the piles 16 together with the fixture 26, and a third step of fixing the reinforcement 20 installed at the predetermined position between the two piles 16 by fastening the fixture 26 with respect to the piles 16.
摘要翻译：要解决的问题：提供一种可以在减少水下作业等的同时安装加强件的工作平台的安装方法，并且可以进一步降低成本或工作时间。解决方案：根据工作平台的安装方法，结构18由驱动到基础中的多个桩16的上部支撑。该安装方法包括：通过使用用于将加强件20固定在桩16上的固定件26，将两个加强件20临时安装在两个桩16之间的第一步骤;将临时安装的加强件20向下移动到预定的第二步骤与夹具26一起沿着桩16的位置，以及第三步骤，通过将夹具26相对于桩16紧固来固定安装在两个桩16之间的预定位置的加强件20.（C） 2013年，JPO＆INPIT

3. 发明专利

JP2013124536A Breakwater structure 审中-公开
标题翻译： BREAKWATER结构
公开(公告)号：JP2013124536A
公开(公告)日：2013-06-24
申请号：JP2011275734
申请日：2011-12-16
申请人： Shimizu Corp , 清水建設株式会社
发明人： BESSHO TOMOHIRO , ENDO KAZUO , OZAWA KANAE
IPC分类号： E02B3/06 , E02D23/00 , E02D27/52
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide an effective and appropriate breakwater structure capable of developing a breakwater function against large-scale tidal waves as persistently as possible.SOLUTION: The breakwater structure uses a levee body 15 constructed with a number of caissons 10 arranged neighboring one another for developing a breakwater function against large-scale tidal waves. The caissons each consist of a cylindrical external structure 11 and a cylindrical or circularly columnar internal structure 12 having a smaller diameter than it. The internal structure is arranged coaxially inside the external structure to secure a planarly annular wave absorbing space 13 therebetween. At least in the outer peripheral face of the external structure facing the sea side, a slit 14 is formed to cause the inflow of tidal waves through the wave absorbing space. The external structure and the internal structure are installed while being each supported by supporting piles 16 driven into a submarine ground, to hold their self-standing states while precluding the horizontal displacement against the wave power of assumed-scale tidal waves.
摘要翻译：要解决的问题：提供一种有效和适当的防波堤结构，能够持续发展防止大型潮汐的防波堤功能。解决方案：防波堤结构采用堤坝体15，堤体15构造有多个相邻的沉箱10，用于发展大型潮汐的防波堤功能。沉箱各自包括圆柱形外部结构11和具有比其小的直径的圆柱形或圆柱形的内部结构12。内部结构同轴地布置在外部结构内，以将平面环形的波浪吸收空间13固定在其间。至少在面向海侧的外部结构的外周面中，形成狭缝14，以使潮波通过吸波空间流入。外部结构和内部结构安装在每个支撑桩16被驱动到潜艇地面的状态下，以保持其自立状态，同时排除水平位移抵抗假定尺度潮汐的波浪力。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2005200927A Joint pipe structure of steel pipe sheet pile 有权
标题翻译：钢管管接头结构
公开(公告)号：JP2005200927A
公开(公告)日：2005-07-28
申请号：JP2004008094
申请日：2004-01-15
申请人： Shimizu Corp , 清水建設株式会社
发明人： BESSHO TOMOHIRO , ENDO KAZUO
IPC分类号： E02D5/08 , E02D5/14
摘要： PROBLEM TO BE SOLVED: To surely prevent a filling solidification material such as mortar, infilled into a pipelike joint pipe for use in the connection of a steel pipe sheet pile, from being leaked to the outside.
SOLUTION: The joint pipe 2 for a pair of steel pipe sheet piles 1 is attached in a position on the opposite side of the outside surface of the sheet pile 1 along the pipe axis direction of the sheet pile 1, and composed of a circular steel pipe with a slit 2a formed in the pipe axis direction. When the joint pipes 2 are partially fitted into each other via the slit 2a so that the sheet piles 1 can be connected together, a gap 3, which is made along the slit 2a, is closed with a cut-off rubber member 15 which is supported on a supporting plate 11 fixedly attached to one of the joint pipes 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了确保防止填充在用于连接钢管桩桩的管状接头管中的填充固化材料例如砂浆泄漏到外部。解决方案：一对钢管板桩1的接头管2沿着桩体1的管轴方向安装在片桩1的外表面的相反侧的位置，并由在管轴方向上形成有狭缝2a的圆钢管。当连接管2经由狭缝2a彼此部分地彼此配合，使得片材1可以连接在一起时，沿着狭缝2a形成的间隙3用截止橡胶构件15封闭，该切断橡胶构件15是支撑在固定在一个接合管2上的支撑板11上。（C）2005，JPO＆NCIPI

5. 发明专利

JP2005200926A Temporary joint structure of embedded form 有权
标题翻译：嵌入式结构的临时结构
公开(公告)号：JP2005200926A
公开(公告)日：2005-07-28
申请号：JP2004008093
申请日：2004-01-15
申请人： Shimizu Corp , 清水建設株式会社
发明人： BESSHO TOMOHIRO , ENDO KAZUO
IPC分类号： E04B1/16 , E04B2/86
摘要： PROBLEM TO BE SOLVED: To prevent leakage of the mortar content of concrete placed in an embedded form made of precast concrete, from a joint part between the embedded forms.
SOLUTION: A groove-shaped part 4 is formed on respective form side surfaces opposed by sandwiching a slit 2 of the embedded form 1 assembled by arranging the joint part having the slit 2 of a predetermined width. An elastic joint blocking-up member 10 forming a tip-split bifurcated shape and having a tip part 10a having the same-shaped semicylindrical shape respectively engageable with the groove-shaped part 4 opposed by sandwiching the slit 2, is engaged in close contact with a cross section of this groove-shaped part 4, and the slit 2 is blocked up by a plate-like part 10b continuing with the tip part 10a, to thereby surely prevent leakage of the mortar content of the concrete placed in the embedded form 1 from the joint part.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了防止由嵌入式混凝土制成的嵌入式混凝土的泥浆含量从嵌入形式之间的接合部分泄漏。解决方案：通过将具有预定宽度的狭缝2的接合部分布置而组装的嵌入形式1的狭缝2相对地形成在相应的形状侧表面上的槽形部分4。形成尖端分割分叉形状的弹性关节阻塞构件10具有分别与槽状部分4相接合的具有相同形状的半圆柱形状的末端部分10a与夹紧狭缝2相接合的弹性关节阻塞构件10紧密接触该槽形部分4的横截面和狭缝2被与尖端部分10a连续的板状部分10b阻挡，从而可靠地防止以嵌入形式1放置的混凝土的砂浆含量泄漏从联合部分。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2005023514A Water cut-off joint structure and its construction method 审中-公开
标题翻译：水切割接头结构及其施工方法
公开(公告)号：JP2005023514A
公开(公告)日：2005-01-27
申请号：JP2003186524
申请日：2003-06-30
申请人： Asakawagumi:Kk , Daiho Constr Co Ltd , Honmagumi:Kk , Maeda Corp , Nishimatsu Constr Co Ltd , Nissan Rinkai Construction Co Ltd , Ohbayashi Corp , Penta Ocean Constr Co Ltd , Saeki Kensetsu Kogyo Co Ltd , Shimizu Corp , Sumitomo Metal Ind Ltd , Sumitomo Mitsui Construction Co Ltd , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , Wakachiku Construction Co Ltd , りんかい日産建設株式会社 , 三井住友建設株式会社 , 五洋建設株式会社 , 住友金属工業株式会社 , 佐伯建設工業株式会社 , 前田建設工業株式会社 , 大成建設株式会社 , 大豊建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社大林組 , 株式会社本間組 , 株式会社淺川組 , 株式会社竹中土木 , 清水建設株式会社 , 若築建設株式会社 , 西松建設株式会社
发明人： IMAI MAKOTO , KITAMURA TAKUYA , BESSHO TOMOHIRO , MOTOJIMA TEIJI , KURIO KENJI , MITARAI YOSHIO
IPC分类号： E02B3/16 , E02D5/14
摘要： PROBLEM TO BE SOLVED: To provide a water cut-off joint structure, and its construction method, for maintaining high water cut-off performance not only in construction but also after construction, in a joint part such as a steel plate cell and an arc or a steel pipe cell, and a steel pile sheet pile. SOLUTION: An infilling material 7 such as sand is filled in an area surrounded by the steel plate cell 1 and the arc 2, after engaging a female joint 3 with a male joint 4. A head part 4a of the male joint 4 is drawn near to the slit 3b side of the female joint 3, by receiving earth pressure of the infilling material 7, and the inner surface side of a slit 3b of the female joint 3 is brought into close contact with the head part 4a of the male joint 4. An elastic water cut-off member 5 arranged outside the slit 3b of the female joint 3 is elastically brought into close contact with a surface of the male joint 3. Water and sediment in a hollow part 3a of the female joint 3 are discharged in this state, and a curing filler 3 such as mortar is filled. After curing the filler 3, the movement of the male joint 4 in a joint part is restricted, and high water cut-off performance is maintained. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种截水接头结构及其施工方法，不仅在施工中，而且在施工之后，在诸如钢板电池的接合部分中保持高的截水性能电弧或钢管电池，以及钢桩桩。解决方案：在将阳接头3与阳接头4接合之后，诸如砂的填充材料7填充在由钢板电池1和电弧2包围的区域中。阳接头4的头部4a 通过接收填充材料7的接地压力而靠近母接头3的狭缝3b侧，并且阴接头3的狭缝3b的内表面侧与该接头3的头部4a紧密接触公接头4.设置在阴接头3的狭缝3b的外侧的弹性防水部件5弹性地与阳接头3的表面紧密接触。阴接头3的中空部3a中的水和沉积物在这种状态下排出，填充诸如砂浆的固化填料3。在固化填料3之后，接头部分中的阳接头4的移动受到限制，并且保持高的截水性能。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2012251344A Tremie pipe 审中-公开
标题翻译： TREMIE管
公开(公告)号：JP2012251344A
公开(公告)日：2012-12-20
申请号：JP2011123766
申请日：2011-06-01
申请人： Shimizu Corp , 清水建設株式会社
发明人： BESSHO TOMOHIRO , ENDO KAZUO , MAEDA YUICHI
IPC分类号： E02D15/06
摘要： PROBLEM TO BE SOLVED: To provide a tremie pipe which does not require collecting a plunger and can prevent a concrete aggregate from clogging an opening/closing part.SOLUTION: A tremie pipe 10 to be used for placing underwater concrete 4 is provided with a ball valve 12 capable of being opened and closed by a remote control in a pipeline. Thereby, it is not necessary to collect a plunger and clogging of a concrete aggregate can be prevented in an opening/closing part. An electrical specific resistance sensor 18 for detecting a placing up height of the underwater concrete is provided at a tip part of the pipe.
摘要翻译：要解决的问题：提供一种不需要收集柱塞并且可以防止混凝土骨料堵塞打开/关闭部分的颤音管。
解决方案：用于放置水下混凝土的颤音管10设置有能够通过管道中的遥控器打开和关闭的球阀12。因此，不需要收集柱塞，并且可以防止在开闭部中堵塞混凝土骨料。在管的顶端设有用于检测水下混凝土的放置高度的电阻电阻传感器18。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2008014877A Survey system using gps 有权
标题翻译：使用GPS的调查系统
公开(公告)号：JP2008014877A
公开(公告)日：2008-01-24
申请号：JP2006188625
申请日：2006-07-07
申请人： Geosurf Corp , Shimizu Corp , ジオサーフ株式会社 , 清水建設株式会社
发明人： BESSHO TOMOHIRO , FUJINAGA TOMOSABURO , MORII SAKAE , MIYAMORI SATOSHI , TAKEUCHI KEIGO , WAKI TOSHIO , HASHIMOTO TERUMASA , MORI TOSHIYUKI
IPC分类号： G01C15/00 , G01S19/47
摘要： PROBLEM TO BE SOLVED: To precisely position a mobile object such as a pile in marine construction.
SOLUTION: The survey system 1 using a GPS 30 comprises a GPS fixed station 31 disposed in a land 4, a plurality of total stations 10 that always obtain an absolute position by attaching a GPS moving station 32 to each of them and have an automatic tracking function, reflectors 20 as many as or more than the total stations 10 that are fixed to a steel pipe pile 2, an analyzing means 41 for modifying the position coordinates of the reflectors 20 obtained by collimation of the reflectors 20 by the total stations 10 based on the positions of the GPS moving stations 32, and calculating the actual position of the steel pipe pile 2, and a comparing means 42 for calculating the difference between the actual position of the steel pipe pile 2 and a planning position.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：将诸如桩的移动物体精确地定位在海洋建筑中。解决方案：使用GPS 30的测量系统1包括设置在平台4中的GPS固定站31，通过将GPS移动站32附接到每个站点总是获得绝对位置的多个总站10，并且具有自动跟踪功能，固定到钢管桩2的总站10的反射器20多个或更多个;分析装置41，用于通过反射器20的准直获得反射器20的位置坐标，总共基于GPS移动站32的位置，计算钢管桩2的实际位置的站10，以及用于计算钢管桩2的实际位置与规划位置之间的差的比较装置42。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2005023515A Steel plate cell revetment 有权
标题翻译：钢板细胞翻转
公开(公告)号：JP2005023515A
公开(公告)日：2005-01-27
申请号：JP2003186526
申请日：2003-06-30
申请人： Shimizu Corp , Sumitomo Metal Ind Ltd , Toa Harbor Works Co Ltd , 住友金属工業株式会社 , 東亜建設工業株式会社 , 清水建設株式会社
发明人： IMAI MAKOTO , YANAGIMOTO YASUTOMO , BESSHO TOMOHIRO , MOTOJIMA TEIJI , KURIO KENJI , YAMAMURA KAZUHIRO
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a steel plate cell revetment capable of utilizing impermeability of an impermeable ground such as a cohesive soil ground or the like as a natural ground as it is, increasing the strength of the ground to vertical load by an inexpensive method and having high cut-off efficiency as the whole structure.
SOLUTION: For a required section corresponding to the front side (sea side) of the steel plate cell revetment of the impermeable ground 5, the ground improvement is applied by a sand pile. A steel plate cell 1 is embedded up to a predetermined depth, and both steel plate cells 1 are connected with a joint fitting of steel plate arcs 2a and 2b. In that case, the lower end of the font side arc 2a is located in the ground improvement section 6, and the lower end of the back side arc 2b is located in the impermeable ground 5 as the natural ground. An area surrounded by the steel plate cell 1, the steel plate cell 1 and the arcs 2a and 2b is filled with a filler 3 such as sand and crushed stone or the like to make it stabilize as the steel plate cell revetment. And then. the back side of the steel place cell revetment is reclaimed by reclamation soil 8.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够将诸如粘性土地等的不渗透地面作为自然地面的不渗透性的不渗透性的钢板电池护栏原样，通过以下方式将地面的强度提高到垂直载荷一种廉价的方法，并且作为整体结构具有高的截止效率。
解决方案：对于不透水地面5的钢板电池护罩的正面（海侧）所需的部分，通过砂堆施加地面改善。将钢板电池1嵌入预定深度，并且两个钢板电池1与钢板弧2a和2b的接头配件连接。在这种情况下，字体侧弧2a的下端位于地面改善部6中，后方圆弧2b的下端位于作为自然地面的不渗透地5。由钢板电池1，钢板电池1和电弧2a，2b包围的区域填充有砂，碎石等填料3，使其作为钢板电池护栏稳定。接着。钢铁场地护岸的背面由填海土壤8回收。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2013181331A Breakwater structure 审中-公开
标题翻译： BREAKWATER结构
公开(公告)号：JP2013181331A
公开(公告)日：2013-09-12
申请号：JP2012045718
申请日：2012-03-01
申请人： Shimizu Corp , 清水建設株式会社
发明人： BESSHO TOMOHIRO , ENDO KAZUO , OZAWA KANAE
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide an effective and appropriate breakwater structure capable of demonstrating a wave preventing function as tenaciously as possible even against large-scale tsunami.SOLUTION: A caisson 10 is supported so as not to slid or fall by support piles 11 and installed to a seabed. A lower part of the caisson is a submerged part which is submerged beneath the sea surface, and an upper part of the caisson is a projected part which is projected above the sea surface. The submerged part is formed as a wave preventing wall part 10a which demonstrates a tide preventing function and a wave preventing function at normal time and when tsunami of an assumed scale occurs. The projected part is a provided with slits 10c serving as a transmission part 10b allowing huge tsunami exceeding the assumed scale to pass through it to prevent destruction of the projected part by the huge tsunami.
摘要翻译：要解决的问题：提供一种有效和适当的防波堤结构，能够尽可能顽固地展示防波堤功能，甚至可以防止大规模海啸。解决方案：沉箱10被支撑，以便不被支撑桩11滑动或掉落，安装在海底。沉箱的下部是浸没在海面以下的淹没部分，沉箱的上部是突出在海面上方的突出部分。淹没部分形成为防止在正常时候发生潮汐阻止功能和防浪潮功能的防波纹壁部分10a，并且当发生假想尺度的海啸时。突出部分设置有用作透射部分10b的狭缝10c，允许超过假定尺度的巨大海啸通过它，以防止巨大海啸破坏投影部分。

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