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11. 发明专利

JP2009255951A Waterproof cover and waterproof protection method for apparatus 审中-公开
标题翻译：防水防水和防水防护方法
公开(公告)号：JP2009255951A
公开(公告)日：2009-11-05
申请号：JP2008107528
申请日：2008-04-17
申请人： Giken Seisakusho Co Ltd , 株式会社技研製作所
发明人： KITAMURA MORIO , MINAMI TETSUO , ONO MASAAKI , SENGOKU KOTA
IPC分类号： B65D65/04
摘要： PROBLEM TO BE SOLVED: To realize a waterproof cover capable to protect an apparatus at a low cost so that the apparatus is prevented from being immersed in water, and to realize a waterproof protection method.
SOLUTION: The waterproof cover 100 is mounted on a piling machine 1. Thereby, an air layer 50 is formed between the piling machine 1 and the part 10 covered by the waterproof cover 100. This structure suppresses entry of increasing water through a lower opening of the covered part 10 caused by the air pressure of an air layer 50, and prevents the piling machine 1 in the waterproof cover 100 from being immersed in water.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了实现能够以低成本保护设备的防水盖，防止设备浸入水中，并实现防水保护方法。解决方案：防水盖100安装在打桩机1上。因此，在打桩机1和被防水盖100覆盖的部分10之间形成空气层50.这种结构抑制增加的水通过一个由空气层50的空气压力引起的覆盖部分10的下开口，并防止防水盖100中的打桩机1浸入水中。版权所有（C）2010，JPO＆INPIT

12. 发明专利

JP2005127095A Open ended steel pipe pile for rotatingly jacking and rotatingly jacking method for open ended steel pipe pile 有权
标题翻译：开放式钢管开式钢管和开式钢管管道旋转方法
公开(公告)号：JP2005127095A
公开(公告)日：2005-05-19
申请号：JP2003366305
申请日：2003-10-27
申请人： Giken Seisakusho Co Ltd , Nippon Steel Corp , 新日本製鐵株式会社 , 株式会社技研製作所
发明人： HIRATA TAKASHI , YAMASHITA HISAO , KITAMURA MORIO , MINAMI TETSUO , YASUOKA HIROYUKI , KIMURA IKUMASA , MURATA TOSHIHIKO
IPC分类号： E02D5/32 , E02D5/56 , E02D7/20 , E02D7/22 , E02D7/24
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe pile easily constructible and having excellent economic efficiency and a rotatingly jacking method for the steel pipe pile as an auxiliary construction method for suppressing a penetration resistance when rotatingly jacking a steel pipe pile for building structures and steel pipe bracing type retaining walls.
SOLUTION: In this open ended steel pipe pile for the foundation or steel pipe bracing type retaining walls of a civil engineering and building structures, a pipe for fluid supply is disposed downward from the upper end of the steel pipe pile along the inner wall of the steel pipe pile. The lower end of the pipe extends from the lower end of the steel pipe pile to a pipe inside soil clogging start position on the upper side of the lower end of the pipe. Nozzles for fluid discharge are disposed in the pipe at one or two positions between the lower end of the pipe and the pipe inside soil clogging start position so that a fluid can be discharged in the circumferential direction along the inner wall of the steel pipe pile.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种易于构造且具有优良经济效益的钢管桩和用于钢管桩的旋转起重方法作为用于在旋转顶起建筑物钢管桩时抑制耐渗透性的辅助施工方法结构和钢管支撑型挡土墙。
解决方案：在这种用于土木工程和建筑结构的基础或钢管支撑型挡土墙的开放式钢管桩中，用于供应流体的管道沿着内侧从钢管桩的上端向下设置钢管桩墙。管的下端从钢管桩的下端延伸到管道下端上侧的管内的管道堵塞开始位置。用于流体排放的喷嘴在管子的下端和土壤堵塞开始位置之间的一个或两个位置处设置，使得流体可以沿着钢管桩的内壁在圆周方向上排出。版权所有（C）2005，JPO＆NCIPI

13. 发明专利

JP2014074291A Cast-in-place pile construction apparatus and cast-in-place pile construction method 有权
标题翻译：建筑施工设备和建筑施工方法
公开(公告)号：JP2014074291A
公开(公告)日：2014-04-24
申请号：JP2012221990
申请日：2012-10-04
申请人： Giken Seisakusho Co Ltd , 株式会社技研製作所
发明人： KITAMURA MORIO , MINAMI TETSUO , ONO MASAAKI
IPC分类号： E02D5/34 , E02D7/00
摘要： PROBLEM TO BE SOLVED: To provide a cast-in-place pile construction apparatus and a cast-in-place pile construction method, which enable suitable construction of a cast-in-place pile.SOLUTION: A cast-in-place pile construction apparatus 1 includes: a chuck device 15 that presses a casing pipe P into the ground; an earth drill 18 that drills the ground G; and a crane device 17 that hoists the casing pipe P and the earth drill 18 to supply them to the chuck device 15. A configuration necessary for construction of a cast-in-place pile K is integrated in the apparatus. Thus, the construction of the cast-in-place pile K can be suitably performed.
摘要翻译：要解决的问题：提供现浇桩施工设备和现浇桩施工方法，其能够适当地建造现浇桩。解决方案：现浇桩施工装置1包括：将套管P压入地面的卡盘装置15; 钻地G的地钻18; 以及起重机装置17，其将套管P和地钻15提升到卡盘装置15。起重机装置17将现浇堆桩K的构造所需的结构集成在装置中。因此，可以适当地进行现浇堆垛K的结构。

14. 发明专利

JP2006193970A Attachment mechanism for jet nozzle 审中-公开
标题翻译：喷气机附件机构
公开(公告)号：JP2006193970A
公开(公告)日：2006-07-27
申请号：JP2005006493
申请日：2005-01-13
申请人： Giken Seisakusho Co Ltd , 株式会社技研製作所
发明人： KITAMURA MORIO , MINAMI TETSUO , TSUNO TETSUYA
IPC分类号： E02D5/32 , B05B1/18 , E02D7/24
摘要： PROBLEM TO BE SOLVED: To provide an attachment mechanism for a jet nozzle, which enables the jet nozzle to be rapidly and surely attached to a pile by preventing defects caused by a variation in welding and reducing labor for the attachment/detachment of a socket to/from a pile.
SOLUTION: Characteristically, the socket 20 for the jet nozzle 10 is detachably attached near a leading end of the pile 30 to be pressed in, by using an attachment means 31; and the attachment means 31, wherein a sealing material 23 is interposed between a reverse jet orifice 22 of the socket 20, constituted on the outer periphery of a nozzle body 11, and a surface of the pile 30, are attached by being disposed in the press-in direction of the pile 30, so that resistance when the pile is pressed in can be reduced.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于喷嘴的安装机构，其能够通过防止焊接变化引起的缺陷并且减少用于附接/拆卸的劳动来使喷嘴快速且可靠地附接到桩上一个/从一堆的插座。解决方案：特征在于，用于喷嘴10的插座20通过使用附接装置31可拆卸地附接到桩30的前端以被压入; 以及附着装置31，其中密封材料23插入位于喷嘴体11的外周面上的插座20的反向喷射孔22和堆30的表面之间，可以减小桩30的压入方向，从而可以减小桩压入时的阻力。版权所有（C）2006，JPO＆NCIPI

15. 发明专利

JP2004263415A Steel pipe earth retaining wall structure 审中-公开
标题翻译：钢管接地墙结构
公开(公告)号：JP2004263415A
公开(公告)日：2004-09-24
申请号：JP2003054089
申请日：2003-02-28
申请人： Giken Seisakusho Co Ltd , Nippon Steel Corp , 新日本製鐵株式会社 , 株式会社技研製作所
发明人： HIRATA TAKASHI , YAMASHITA HISAO , HIRASHIMA YUTAKA , KITAMURA MORIO , MINAMI TETSUO , YASUOKA HIROYUKI , KIMURA IKUMASA , MURATA TOSHIHIKO
IPC分类号： E02D5/06 , E02D7/00 , E02D7/22
摘要： PROBLEM TO BE SOLVED: To provide a self-standing earth retaining wall structure capable of being applied in a narrow space in an urban area, constructed in an execution method with noise/vibration measures, and also capable of withstanding even a large back earth pressure.
SOLUTION: The steel pipe earth retaining wall structure is made continuous on a straight line with a rotary jacking method, an inner excavation jacking method, or an inner combined jacking method and constituted of a front face steel pipe pile line executed with a smaller distance than the steel pipe pile diameter and a backward steel pipe pile line continuously executed on a straight line by separately either construction method in a zigzag position of the front face steel pipe pile row line.
COPYRIGHT: (C)2004,JPO&NCIPI

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