公开(公告)号：KR100989630B1

公开(公告)日：2010-10-26

申请号：KR1020100023910

申请日：2010-03-17

申请人： (주)도담이앤씨 ,  명지대학교 산학협력단 ,  극동건설주식회사 ,  (주)대우건설 ,  (주)티섹

发明人： 이명재 ,  유홍남 ,  허갑수 ,  손승현 ,  김정한 ,  전재우 ,  이충렬 ,  이문곤 ,  김상식 ,  오봉환 ,  김영욱 ,  박지호

IPC分类号： G01N19/02 ,  G01N3/24 ,  G01M99/00 ,  E02D1/02

CPC分类号： G01N19/02 ,  E02D1/02 ,  G01M99/00 ,  G01N3/08 ,  G01N2203/0019

摘要： PURPOSE: A simulator for measuring the skin friction of a grout member and a simulation method using the same are provided to enable simple measurement by implementing roughness coefficients according to rock condition. CONSTITUTION: A simulator for measuring the skin friction of a grout member comprises a measurement mold(1), a cover(3), a valve(32), a grout liquid supply tank, and a pump. The measurement mold is filled with a grout member to measure the skin friction. The cover in which a connection pipe(31) is formed closes a grout injection part. The valve is installed on the connection pipe. The grout liquid supply tank is connected on the connection pipe.

摘要翻译： 目的：提供一种用于测量水泥浆构件的表面摩擦力的模拟器和使用其的模拟方法，以通过根据岩石条件实施粗糙度系数来实现简单的测量。 构成：用于测量浆料构件的表面摩擦力的模拟器包括测量模具（1），盖子（3），阀门（32），灌浆液体供应罐和泵。 测量模具填充有一个灌浆构件以测量表面摩擦。 形成连接管（31）的盖封闭灌浆注入部。 阀安装在连接管上。 灌浆液供应罐连接在连接管上。

公开(公告)号：KR100934196B1

公开(公告)日：2009-12-24

申请号：KR1020090019450

申请日：2009-03-06

申请人： (주)도담이앤씨 ,  극동건설주식회사 ,  (주)대우건설 ,  (주)티섹

发明人： 이명재 ,  유홍남 ,  허갑수 ,  손승현 ,  김정한 ,  전재우 ,  이충렬 ,  이문곤 ,  김상식 ,  오봉환

IPC分类号： E02D31/10 ,  E02D5/62 ,  E02D31/08 ,  E02D5/80

CPC分类号： E02D31/10 ,  E02D5/62 ,  E02D5/808 ,  E02D31/08

摘要： PURPOSE: A bidirectional pressuring small caliber file and a buoyancy preventing method using the same are provided to secure stability and supporting force to the buoyancy at the same time and to increase economical efficiency. CONSTITUTION: A bidirectional pressuring small caliber file comprises a high strength steel, a foaming urethane packer(3), a liquid injection hose(33), a grouting hose(34), an air discharge hose(35) and a head fixing plate(4). The high strength steel is inserted into a through hole mounted on a ground. A head of the high strength steel is exposed out of the ground. The foaming urethane packer is mounted on the high strength steel in order to close an opening of the through hole in the injecting of the foaming urethane packer. The liquid injection hose charges the foaming urethane liquid in the inside of the foaming urethane packer. The grouting hose passes through the foaming urethane packer and injects grouting liquid like cement milk to a steel material anchorage. The air discharge hose discharges the air of the steel material anchorage to outside. The head fixing plate is combined in the desired location of the head of the steel material exposed to the outside of the perforation hole. The head fixing plate is built in a reinforced concrete structure(C).

摘要翻译： 目的：提供双向压力小口径文件和使用其的浮力防止方法，以同时确保浮力的稳定性和支撑力，并提高经济效益。 构成：双向压力小口径文件包括高强度钢，发泡聚氨酯封隔器（3），液体注射软管（33），注浆软管（34），排气软管（35）和头部固定板 4）。 高强度钢被插入安装在地面上的通孔中。 高强度钢的头部露出地面。 发泡聚氨酯封隔器安装在高强度钢上，以便在注射泡沫聚氨酯封隔器时关闭通孔的开口。 液体注入软管对发泡聚氨酯封隔器内部的发泡聚氨酯液体充电。 注浆软管通过发泡聚氨酯封隔器，将灌浆液如水泥浆注入钢材锚固件。 排气软管将钢材锚固件的空气排放到外部。 头部固定板组合在暴露于穿孔孔外侧的钢材头部的所需位置。 头部固定板采用钢筋混凝土结构（C）。