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2 Stability-Enhanced Submerged Breakwater Having Double Overflow Wall

机译:2稳定增强的浸没式防堤,具有双溢流墙

摘要

The present invention is a stable double overflow type latent agent because positive pressure is eliminated, wave pressure is reduced, and the friction coefficient of the bottom is high. The overflow wall structure of the double overflow type latent material includes a base bottom plate 110 , an inner wall 120 , an outer wall 140 , and a central wall 130 . The base base plate 110 is provided in a section of the base base plate 110 corresponding to between the outer wall 140 and the center wall 130, and a through hole 111 penetrated in the vertical direction; And it is provided on the inner side of the area in which the through hole 111 is formed on the bottom surface of the base base plate 110 and is disposed in a section that does not overlap with the section in which the through hole 111 is formed in the inner and outer directions, and the foundation sandstone layer ( It includes a; concave-convex groove 112 engaged with the basic sandstone of 10). The inner wall 120, at least at the outer upper end, the side facing the outside is inclined upward toward the inside; includes a sloping wall (121). The outer wall 140, at least at the upper end of the outer side, the side facing the outside is inclined upwardly inclined wall 142 toward the inside; and an opening 141 provided in the central portion of the inclined wall 142 in the width direction and in the form of a groove recessed from the top to the bottom, the groove opening the central portion of the outer wall 140 in the outward and outward directions; .
机译:本发明是一种稳定的双溢流型潜在剂,因为消除了正压力,减小了波力,底部的摩擦系数高。双溢流型潜在材料的溢流壁结构包括基底板110,内壁120,外壁140和中心壁130。基础板110设置在基部基板110的截面中,该部分与外壁140和中心壁130和中心壁130之间相对应,并且穿过垂直方向的通孔111;并且它设置在区域的内侧,其中通孔111形成在基座板110的底表面上,并且设置在不与形成通孔111的部分不重叠的部分中在内侧和外侧方向上,以及基础砂岩层(它包括一个;凹凸槽112与10)接合的凹凸槽112)。内壁120至少在外上端,面向外侧的一侧朝向内侧倾斜;包括倾斜墙(121)。外壁140至少在外侧的上端,面向外侧的一侧朝向内侧倾斜倾斜壁142;和开口141设置在倾斜壁142的宽度方向上的中央部分,并且以从顶部凹陷到底部的凹槽的形式,凹槽在向外和向外的方向上打开外壁140的中心部分; 。

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