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Retaining wall construction method for retaining wall construction in soft ground using a pile that concerns the cut area and carved the mountain ground subsidence and piles that
Retaining wall construction method for retaining wall construction in soft ground using a pile that concerns the cut area and carved the mountain ground subsidence and piles that
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机译:使用与切面积有关的桩对山地陷落和桩进行雕刻的软土地基挡土墙的挡土墙施工方法
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摘要
The invention of the soil using a file field direction on soft ground, including the jeolgaeji minus the mountain relates to the retaining wall construction method using reinforcement and, at the same time by easily constructed compared to the human and files for retaining wall construction of soft soil that contains jeolgaeji minus the acid that can save the file to the existing financial resources and, At least one or more predetermined files in soft ground that the clippings jeolgaeji and cause subsidence acid (S) is inserted, which may be fixed perforated groove 70, and then, the perforations within the groove 70, the outer diameter of the wall The filler 50 and the strong adhesion or attachment of wrinkles formed by any one selected from the irregularity means to be exhibited 11 inner pipe having a predetermined length and is adapted at the same time (10), the inner pipe 10 and the same As done in the length direction is disposed on the outer side from the center of the inner pipe 10, the inner wall has a filler 50 and a strong adhesive force and the attachment means are formed by any one selected from wrinkles or irregularities to be demonstrated (21) is adapted At the same time, the perforated outer wall home condensing means is formed by any one of selected creases or irregularities to make the ground and a strong cohesive force can be exerted in the interior of 70, 22 and the outer pipe consisting of (20), said inner pipe ( 10) and the outer pipe 20 is disposed at a predetermined fixed interval accommodating space 30 is filled with a filler in the inner pipe 10 and, at the same time to be formed (50) is diverging outwardly punched groove (70 ) the support pipe (40) configured to be able to be improved and the cohesion in the interior of the earth and sand, and the filler 50 is filled in the slush-down state in which the receiving space (30), improve adhesion at the inside of the filler (50) and for embedding, the inner, support 60 and insert the file (S) which comprises having an extended portion 61 is extended in length relative to the outer pipe (10, 20), the end of the file which is an integral block construction deadlines. ; 展开▼