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ASEISMIC EMBANKMENT STRUCTURE, AND CONSTRUCTION METHOD OF ASEISMIC EMBANKMENT

机译:抗震堤防结构及抗震堤防的施工方法

摘要

PROBLEM TO BE SOLVED: To provide an aseismic embankment structure and a construction method for an aseismic embankment that may be realized through simple construction processes and effectively enhance seismic stability of the embankment.SOLUTION: An aseismic embankment structure 100 includes a long member 20 having an end 20a held in a block 1 and integrated with a retaining wall 10, and a covered member 30 fixed on the end 20a of the long member 20 protruding on a wall surface of the retaining wall 10, the cover member being integrated with the retaining wall 10. Therefore, the aseismic embankment structure suppresses collapsing of the retaining wall 10 with the long member 20 that functions as an anchor and suppresses partial squeezing out of the block 1 by the covered member 30 covering the wall surface of the retaining wall 10 when earth pressure of an embankment 50 is exerted on the retaining wall 10, and therefore prevents damage to the retaining wall 10. With the aseismic embankment structure 100 that includes the hard-to-be-damaged retaining wall 10, seismic stability of the embankment 50 may be preferably enhanced. Also, the aseismic embankment structure may be constructed through simpler construction processes compared to a construction method in which the retaining wall is built by casting concrete at a site.SELECTED DRAWING: Figure 1
机译:解决的问题:提供一种防震路堤结构和一种用于防震路堤的施工方法,其可以通过简单的建造过程来实现,并有效地增强路堤的地震稳定性。解决方案:防震路堤结构100包括长构件20,长构件20具有保持在块体1中并与挡土墙10成一体的端部20a,以及固定在长构件20的端部20a上的覆盖构件30,该覆盖构件30突出于挡土墙10的壁表面,该罩构件与挡土墙成一体因此,如图10所示,抗震堤防结构抑制了挡土墙10与用作锚的长构件20的塌陷,并且通过接地时覆盖挡土墙10的壁面的被覆构件30抑制了砌块1的部分挤出。路堤50的压力施加在挡土墙10上,因此防止损坏挡土墙10。由于包括难以损坏的挡土墙10的水泥结构100,可以优选地增强路堤50的地震稳定性。此外,与通过在现场浇筑混凝土来建造挡土墙的施工方法相比,抗震堤防结构可以通过更简单的施工过程来施工。图1

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