首页> 外国专利> BEARING PLATE OF SOIL NAIL FOR PULL-OUT TEST

BEARING PLATE OF SOIL NAIL FOR PULL-OUT TEST

机译:土钉承载板拉拔试验

摘要

The present invention particularly relates to the structure of the front finger plate of the soil nail formed of a structure capable of effectively exerting a tensile force along the axis line of the soil nail and maximizing the pretension of the soil wall.;In order to achieve the above object, the nail nail 3 is inserted into the insertion hole 2 which is horizontally drilled in the retaining wall 1, and the grout 4 is formed by using mortar in the space of the insertion hole 2. After implementation, the shotcrete (5) is placed on the front wall (1) and then the polyethylene (PE) panel (6) and the pressure plate (7) is fixed, the wedge-shaped nut (20) coupled with the nail (3) It is supported by using, but the hydraulic cylinder 40 and the fixing nut 50 is sequentially installed in the rear in which the chair 30 is installed through the saw nail (3), by using the hydraulic cylinder 40 to draw force In the structure that the pre-tension is supported by moving to the fixed nut 50 and the wedge nut 20 and then supported,;The insertion hole (2) is drilled inclined downward 20 ° with respect to the horizontal line of the retaining wall (1),;A coupler 11 which mutually couples the extension nail nail 33 to secure the length required to apply a tensile force to the end of the nail nail 3 inclined in the insertion hole 2,;The chair 30 is a hollow cylindrical handle 31 is formed on the outer periphery, one end is formed with a horizontal end 32 is formed with a through hole 32a, the other end is a fastening inclined end (33) cut to 20 ° And the hydraulic cylinder 40 and the soil nails 3 and 33 are arranged in a straight line to provide a structure of the front pressure plate of the soil nail, characterized in that the tensile force acts in a straight line.;Therefore, the axis of the nail nail and the axis of the hydraulic cylinder can be arranged in a straight line to maximize the pretension.;Soil rail, pretension, chair, hydraulic cylinder, trench surface
机译:本发明尤其涉及一种土钉的前指板的结构,该结构由能够有效地沿土钉的轴线施加拉力并最大化土壁的预应力的结构形成。根据上述目的,将钉子3插入到在保持壁1上水平钻孔的插入孔2中,并在插入孔2的空间内用砂浆形成灰浆4。实施后,喷射混凝土(5 )放在前壁(1)上,然后将聚乙烯(PE)面板(6)和压板(7)固定,楔形螺母(20)与钉子(3)相连通过使用液压缸40来拉力,但是液压缸40和固定螺母50被顺序地安装在通过锯钉(3)安装椅子30的后部中。通过移至固定螺母50来支撑楔形螺母20,然后支撑;;相对于挡土墙(1)的水平线向下钻入插入孔(2),向下倾斜20°;;连接器11,其相互连接延伸钉钉33以固定在向钉钉3的倾斜于插入孔2的末端施加拉力所需的长度;椅子30在其外周形成有中空的圆筒状的把手31,在其一端形成有水平端32具有通孔32a,另一端是切成20°的紧固倾斜端(33),液压缸40和土钉3和33成一直线布置,以提供前压板的结构。土壤钉子,其特征在于拉力成一直线作用;因此,钉子钉的轴线和液压缸的轴线可以成一条直线排列以使预紧力最大化。 ,液压缸,沟槽表面

著录项

  • 公开/公告号KR20070038269A

    专利类型

  • 公开/公告日2007-04-10

    原文格式PDF

  • 申请/专利权人 CHOI YOUNG GEN;

    申请/专利号KR20050093403

  • 发明设计人 CHOI YOUNG GEN;JEONG JONG KI;

    申请日2005-10-05

  • 分类号E02D5/76;E02D5/80;

  • 国家 KR

  • 入库时间 2022-08-21 20:35:44

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