公开(公告)号：KR101059921B1

公开(公告)日：2011-08-26

申请号：KR1020100040191

申请日：2010-04-29

Applicant: (주)한미글로벌건축사사무소

Inventor： 정상민

IPC: E02D13/04 ,  E02D7/00 ,  E02D5/62

CPC classification number: E02D13/04 ,  E02D5/62 ,  E02D7/00 ,  E02D2250/003 ,  E02D2300/0029

Abstract: PURPOSE: A method of constructing a steel-frame pile using a roller is provided to remove the need for a separate task to check perpendicularity and enable a beginner to precisely construct, since a roller with a simple structure is attached. CONSTITUTION: A method of constructing a steel-frame pile using a roller comprises next steps. A position to be perforated is selected. Equipment enters the position to be perforated. The position is perforated using excavating equipment. A casing is vertically inserted into the position simultaneously with the perforating step. The perpendicularity of the inserted casing is checked. For the steel frame(P) inserted into the casing to be located on the center of the casing, a plurality of rollers(R) are vertically bonded to the steel frame according to the diameter of the casing.

Abstract translation: 目的：提供一种使用滚子构造钢框架桩的方法，以消除对独立任务的需要，以检查垂直度，并使初学者能够精确地构造，因为安装了结构简单的滚子。 构成：使用辊构造钢框架桩的方法包括下列步骤。 选择要穿孔的位置。 设备进入穿孔位置。 该位置采用挖掘设备穿孔。 套筒与穿孔步骤同时垂直插入位置。 检查插入的外壳的垂直度。 对于插入到壳体中的钢框架（P）位于壳体的中心，根据壳体的直径将多个辊（R）垂直结合到钢框架。