公开(公告)号：KR1020110042450A

公开(公告)日：2011-04-27

申请号：KR1020090099122

申请日：2009-10-19

Applicant: 강원대학교산학협력단

Inventor： 유남재 ,  이철주 ,  김동건 ,  이동원

IPC: E02D3/02

CPC classification number: E02D3/02 ,  E02D2200/16 ,  Y10S106/90

Abstract: PURPOSE: A water weight loading supporter, a water weight loading temporary structure, and a water weight loading method are provided to prevent the conduction of the supporter since a bottom portion is supported downward by a water bag. CONSTITUTION: A water weight loading supporter comprises a bottom portion(110), a wall portion(120), and a buried portion. The bottom portion contacts the surface of the earth and is supported downward by a water bag(200). The wall portion prevents the water bag from being separated to the outside. The wall portion is expanded from the bottom portion. The buried portion is buried under the surface of the earth. The buried portion supports the bottom portion and the wall portion. The buried portion expanded downward from the lower end of the wall portion. The water weight loading supporter had an L-shape.

Abstract translation: 目的：提供一种水重量装载支架，水重量临时结构和水重量加载方法，以防止由于底部由水袋向下支撑而导致支撑件的传导。 构成：水重量装载支架包括底部（110），壁部（120）和埋设部分。 底部接触地球表面并由水袋（200）向下支撑。 壁部防止水袋分离到外部。 壁部从底部膨胀。 掩埋部分埋在地表之下。 埋设部分支撑底部和壁部分。 埋设部从壁部的下端向下方扩展。 水重量负载支架具有L形。

公开(公告)号：KR1020110029418A

公开(公告)日：2011-03-23

申请号：KR1020090087087

申请日：2009-09-15

Applicant: 강원대학교산학협력단

Inventor： 이철주 ,  유남재 ,  김동건 ,  최영준 ,  이한솔

IPC: E02D27/14 ,  E02D5/22 ,  E02D5/30 ,  E02D5/34

CPC classification number: E02D27/14 ,  E02D5/223 ,  E02D5/30 ,  E02D5/34

Abstract: PURPOSE: A pile for reducing negative friction, a basic structure using the same and a construction method thereof are provided to minimize the damage due to the negative friction since main and secondary piles are close to a support layer. CONSTITUTION: A pile for reducing negative friction comprises a main pile(110), and a secondary pile(120). The main pile is formed to be close a support layer. The main pile has a shape of cylinder with the flat top. The secondary pile is close to an area, on which the negative friction occurs. The secondary pile has a smaller cross-sectional area than that of the main pile. The secondary pile is formed on the top of the main pile. The secondary pile is formed by a steel material. The secondary pile has a tube structure. The secondary pile is formed by an H pile.

Abstract translation: 目的：提供一种用于减小负摩擦的绒头，使用其的基本结构及其构造方法，以使由于主和次级桩接近支撑层而导致的负摩擦的损伤最小化。 构成：用于减少负摩擦的桩包括主桩（110）和二次桩（120）。 主桩形成为靠近支撑层。 主桩具有平顶的圆柱形。 次级桩接近发生负摩擦的区域。 二次桩的横截面面积小于主桩。 二次堆桩形成在主桩顶部。 二次桩由钢材制成。 二次桩具有管结构。 二次堆由H堆形成。