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    • 1. 发明专利
    • Construction method of inclined bank
    • 内置银行结构方法
    • JP2007016461A
    • 2007-01-25
    • JP2005198395
    • 2005-07-07
    • Giken Seisakusho Co LtdTetra Co Ltd株式会社テトラ株式会社技研製作所
    • MIYOSHI AKIHIROKITAMURA MORIOYAMAGUCHI HIDEO
    • E02B3/12
    • PROBLEM TO BE SOLVED: To provide a construction method of an inclined bank capable of constructing the inclined bank having an optional inclination without requiring curing by promoting reuse of these by using dredging earth and construction surplus soil.
      SOLUTION: After erecting partition walls 2w to 2z at a predetermined interval on the ground G from an upright bank 10, solidified processing earth 3 composed of the construction surplus soil and a solidifying agent such as cement is poured in, and a layer composed of the solidified processing earth 3 is stacked, to thereby construct the stairs-shaped inclined bank of increasing its height for approaching the upright bank 10.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种倾斜堤坝的施工方法,其能够通过使用疏浚土和施工剩余土壤促进其再利用而构成具有任选倾斜度的倾斜堤岸,而不需要固化。 解决方案:在从立式库10在地面G上以预定间隔竖立分隔壁2w至2z之后,将由构造过剩的土壤和固化剂(例如水泥)构成的固化处理土3注入, 由固化处理土3组成,从而构成楼梯状倾斜堤,其高度增大以接近立式堤坝10.版权所有(C)2007,JPO&INPIT
    • 2. 发明专利
    • Dike reinforcing structure with wave-dissipating function
    • 具有波浪功能的DIKE增强结构
    • JP2006299708A
    • 2006-11-02
    • JP2005125198
    • 2005-04-22
    • Giken Seisakusho Co Ltd株式会社技研製作所
    • KITAMURA MORIOYAMAGUCHI HIDEOYASUOKA HIROYUKI
    • E02B3/06
    • Y02A10/15
    • PROBLEM TO BE SOLVED: To impart a wave-absorbing function to an existing dike to be an embarkment, revetment or the like and reinforcing it in few processes in a short period without requiring processes such as temporary work.
      SOLUTION: Steel pipe piles 2 are installed almost in parallel at intervals at a side surface and front and rear parts of the dike 1 along the dike 1 on the sea side of the existing dike 1. The steel pipe piles 2 are installed with a predetermined interval between the steel pipe pile 2 and the dike 1 and with a predetermined interval between adjacent steel pipe piles 2 which is longer than the diameter of the steel pipe pile. A top plate part 7 covering an upper part of a space between the dike 1 and the steel pipe pile 2 and installed between the dike 1 and a row of the steel pipe piles 2 and respectively connected to the dike 1 and the steel pipe pile 2 is provided. A promenade, a cycling road, a green belt, hydrophilic facilities 12 such as a fishing park or the like are provided on the top plate part 7.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了将现有堤坝的波浪吸收功能赋予登船,护岸等,并且在短时间内以少量的过程加强,而不需要诸如临时工作的过程。

      解决方案:钢管桩2沿着现有堤坝1的海侧的堤坝1的侧面和堤防1的前后部分几乎平行地安装。钢管桩2安装 在钢管桩2和堤坝1之间以预定间隔,并且相邻的钢管桩2之间的预定间隔长于钢管桩的直径。 覆盖堤堤1和钢管桩2之间的空间的上部的顶板部分7,安装在堤防1和一排钢管桩2之间,分别连接到堤防1和钢管桩2 被提供。 在顶板部分7上设置有长廊,自行车路,绿化带,亲水设备12,例如钓鱼公园等。(C)2007,JPO&INPIT