首页> 外国专利> Seawalls and methods for reinforcing or constructing seawalls

Seawalls and methods for reinforcing or constructing seawalls

机译:海堤及加固或建造海堤的方法

摘要

It has sufficient erosion resistance against overflow due to tsunami, and even if the tsunami overflows, it secures a long time until the seawall 10 breaks or collapses to reduce disasters. The cross section of the levee body 12 is formed in a trapezoidal shape by embankment. The concrete wall portion 14 is formed along a slope 18 / b A facing the water body side (sea side, river side) of the dam body 12. The whole area of the top end 16 and the land-side slope 18B excluding the concrete wall portion 14 of the dam body 12 is covered with a reinforcing layer 20 made of crushed and compacted soil. The reinforcing layer 20 made of crushed and compacted soil is produced by crushing the initial solidified soil that has developed a predetermined strength by adding a solidifying material to the sedimentary sand, stirring and mixing it, and curing it to a predetermined particle size or less. It has been prepared by laying, spreading, rolling, and curing embankments with various particle sizes.
机译:它具有足够的抵抗海啸引起的溢出的侵蚀能力,即使海啸溢出,它也可以确保很长时间,直到海堤10破裂或塌陷以减少灾害。大堤主体12的截面通过堤坝形成为梯形。混凝土壁部14沿着朝向坝体12的水体侧(海侧,河侧)的斜面18a形成。顶端16和陆地侧斜面18B的整个区域除外。坝体12的混凝土壁部分14覆盖有由压实的压实土壤制成的增强层20。由压实的压实土壤制成的增强层20是通过以下方法生产的:通过将凝固材料添加到沉积的沙子中,搅拌并混合,使其固化至预定的粒径或更小,来破碎已经形成预定强度的初始凝固的土壤。它是通过铺设,铺展,碾压和固化各种粒径的路堤而制备的。

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号