首页> 外国专利> 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

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

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. ;
机译:在包括jeolgaeji减去山的软土地上使用文件场方向的土壤的发明涉及使用加固的挡土墙施工方法,同时与人和文件相比,其易于建造,用于软墙的挡土墙施工含有jeolgaeji的土壤减去可以将文件保存到现有财务资源的酸,并且在软土地上至少插入了一个或多个预定文件,其中插入了jeolgaeji的剪枝并引起沉陷酸(S),可以将其固定在穿孔槽中70然后,对槽70内的穿孔,壁的外径,填充材料50以及由从不规则装置中选出的任何一种形成的皱纹的强力附着或附着进行展示,以显示具有预定长度并适合的11个内管。同时(10),将内管10和沿长度方向相同的内管设置在距内管中心的外侧。如图10所示,内壁具有填充物50并且具有强的粘合力,并且附接装置由选自将要说明的褶皱或不规则处中的任一种形成(21),同时,形成了穿孔的外壁首页冷凝装置。通过任意选择的折痕或不平整以使地面和强大的内聚力可施加在70、22的内部以及由(20)组成的外管中,所述内管(10)和外管20被布置以预定的固定间隔在容纳空间30中填充内管10中的填充物,并且同时将要形成的(50)向外打孔的凹槽(70)发散,支撑管(40)构造成能够填充物50以倾斜状态填充,其中容纳空间(30)容纳在填充物(50)内部,并且为了嵌入,填充物(50)在泥土内部被改善。内部,支撑60并插入文件(S)包括具有延伸部分61,该延伸部分61相对于外管(10、20)在长度上延伸,锉的末端是整体砌块施工的最后期限。 ;

著录项

  • 公开/公告号KR1014684650000B1

    专利类型

  • 公开/公告日2014-12-10

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020140102138

  • 发明设计人 이성원;

    申请日2014-08-08

  • 分类号E02D29/02;E02D17/20;

  • 国家 KR

  • 入库时间 2022-08-21 15:01:11

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