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11. 发明专利

JP2006336211A Earth retaining material 有权
标题翻译：地球保持材料
公开(公告)号：JP2006336211A
公开(公告)日：2006-12-14
申请号：JP2005159118
申请日：2005-05-31
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： TAKEUCHI YOSHIO , ARAI TOSHIAKI
IPC分类号： E02D17/04
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining material capable of eliminating a work process caused by removal.
SOLUTION: This earth retaining material includes an earth retaining wall 10 adjacent to an excavation surface, and is characterized in that the earth retaining wall 10 is composed of a biodegradable plastic material. This earth retaining material is characterized by applying a coating material to a surface exposed to the atmosphere.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够消除由去除引起的加工过程的接地保持材料。解决方案：该接地保持材料包括邻近挖掘表面的挡土墙10，其特征在于，挡土墙10由可生物降解的塑料材料构成。该保土材料的特征在于将涂料施加到暴露于大气的表面。版权所有（C）2007，JPO＆INPIT

12. 发明专利

JP2007270486A Structure of spiral hoop for pile, and construction method for rc pile 有权
标题翻译：桩的螺旋结构和RC桩的施工方法
公开(公告)号：JP2007270486A
公开(公告)日：2007-10-18
申请号：JP2006096620
申请日：2006-03-31
申请人： Haseko Corp , High Frequency Heattreat Co Ltd , Kajima Corp , Matsui Construction Co Ltd , Nishimatsu Constr Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Sumitomo Mitsui Construction Co Ltd , Tobishima Corp , Toda Constr Co Ltd , 三井住友建設株式会社 , 五洋建設株式会社 , 戸田建設株式会社 , 松井建設株式会社 , 株式会社奥村組 , 株式会社長谷工コーポレーション , 西松建設株式会社 , 飛島建設株式会社 , 高周波熱錬株式会社 , 鹿島建設株式会社
发明人： YOSHIMATSU TOSHIYUKI , MARUYAMA AZUMA , NIWA TAKAKO , HATA MASAFUMI , FUNAKI HIDETAKA , YAMAURA ICHIRO , KATO MASATOSHI , ISEMOTO NORIAKI , YASUI YOSHITOSHI , KANEKO OSAMU , HOTTA KIYOSHI , KAWAKAMI YOSHITO , TAKEUCHI YOSHIO , ARAI TOSHIAKI , UOZUMI MASASHI , KUMAGAI MASAKI , IMANISHI GORYU , ONISHI KAZUHIKO , KOBAYASHI HITOSHI , HORIKOSHI AKIHITO , NISHIMURA NORIYOSHI , AOYAMA TAKAYUKI , MOTOI MITSUO , MURATA YOSHIYUKI , OKANO TAKAYOSHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a structure of a spiral hoop for a pile, which improves the property of infilling concrete, by securing a long bar-arrangement interval required for the infilling of the concrete, while securing the amount of the arrangement of the necessary spiral hoop, and a construction method for an RC pile using the spiral hoop for the pile.
SOLUTION: The spiral hoops 2 for the pile are spirally arranged on the outer peripheries of a plurality of main reinforcements 1 in the axial direction of the main reinforcement 1. The spiral hoop 2 is formed in such a manner that a plurality of parts 2a, in which the plurality of hoops are wound in a superposed state, and a plurality of parts 2b, in which the single hoop is wound, are alternately arranged in the axial direction of the main reinforcement 1. The part 2a is formed by bundling the plurality of hoops in the state of making them superposed on the outer periphery of the main reinforcement 1. The part 2b is formed of the single hoop. The parts 2a and 2b are formed of a single round bar or deformed bar in such a shape as to spirally continue in the axial direction of the main reinforcement 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于桩的螺旋箍的结构，其通过确保填充混凝土所需的长的杆排列间隔而提高混凝土的填充性能，同时确保必要的螺旋环的布置，以及用于桩的螺旋箍的RC桩的施工方法。解决方案：用于桩的螺旋箍2螺旋地布置在主加强件1的轴向上的多个主加强件1的外周上。螺旋箍2形成为使得多个多个环绕其叠置的部分2a和缠绕有单个环的多个部分2b在主加强件1的轴向上交替布置。部分2a由主加强件1的轴向方向形成在将它们重叠在主加强件1的外周上的状态下捆扎多个箍。部分2b由单个箍形成。部件2a和2b由单个圆棒或变形杆形成为在主加强件1的轴向上螺旋地继续的形状。（C）2008，JPO＆INPIT

13. 发明专利

JPH11264144A BASE ISOLATION PILE FOUNDATION MECHANISM 失效
公开(公告)号：JPH11264144A
公开(公告)日：1999-09-28
申请号：JP6876498
申请日：1998-03-18
申请人： NISHIMATSU CONSTR CO LTD
发明人： KURIHARA KAZUO , ASEGA HIROSHI , ARAI TOSHIAKI
IPC分类号： E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a base isolation pile foundation mechanism, by which a space can be saved while construction cost can also be reduced and the term of works shortened by simply constituting a base isolation mechanism. SOLUTION: The base isolation pile foundation mechanism is buried into a ground and has a pile foundation 3 receiving the load of an upper structure 1. A load receiving section 7 installed between the pile foundation 3 and the load receiving section 7 at an interval and a load transmitting section 6 being mounted on the pile foundation 3 and transmitting a part of the load of the upper structure 1 to the load receiving section 7 are set up near the pile foundation 3, the load receiving section 7 and the load transmitting section 6 are abutted mutually on approximately horizontal planes, and the load receiving section 7 and the load transmitting section 6 can be slid mutually on the approximately horizontal planes. The vibration-isolation pile foundation mechanism has a cylindrical enclosing section 10 fitted between the pile foundation 3 and the enclosing section 10 at an interval so as to enclose the pile foundation 3 and cushioning means 11 being installed between the enclosing section 10 and the pile foundation 3 and cushioning propagation to the pile foundation 3 of vibrations received from a ground by the enclosing section 10. A resin having viscous damping properties is used as the cushioning means 11.

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