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Micro pile and assembly foundation reinforcement structure member for pier

机译:用于码头的微桩及装配基础加固结构构件

摘要

The present design is such that the field micropile outside the neighborhood of the pier in the ground, by installing prefabricated brackets on the field micropile to enhance jinaeryeok the soil while preventing bed scour around the pier one to stabilize the pier It relates to a pier foundation prefabricated reinforcement structure for a scene using the micropile and prefabricated brackets.; The perforations are designed to be symmetrical with perforations at a predetermined diameter and depth in the ground near the pier after digging the trench and; Wherein the insert reinforced by a predetermined depth into the hole and grouting the curing site and micropile; Installed on top of the reinforcement provided in the field micropile and a fixing portion to be connected to the prefabricated brackets; At the same time as the horizontal plane of the assembled bracket connected with a bolt fastened to bolt holes the fixing portion provided around the pier, and the vertical surface of the assembled bracket connected to the anchor in the hole formed at the lower end of a pier of a number which is formed generally by a right triangle prefabricated bracket; An L-shaped steel, and interconnecting the modular bracket plurality dog ​​installed around the pier; Non-shrink mortar between the vertical plane and the angle of intersection of the gap and the assembled bracket between the horizontal plane and the fixing portion of the bracket and which is prefabricated cast-in-place curing to the prefabricated brackets and; Through the remaining soil digging between the prefabricated brackets with a configuration in which the laying gravel or crushed stone of different sizes to prevent scour around the pier and to enhance jinaeryeok of soil there is an advantage that can be stabilized of the pier.
机译:本设计是通过在现场微桩上安装预制支架在地面微桩附近的地面微桩来增强土壤的强度,同时防止在码头周围冲刷床身以稳定码头。使用微型桩和预制支架的预制预制钢筋结构。穿孔被设计成在挖出沟槽后与墩附近地面中预定直径和深度处的穿孔对称。其中,所述插入件以预定深度加固进入孔中,并灌浆固化部位和微桩;安装在现场微型桩上提供的加强件和固定部分上,以连接到预制支架上;同时,用螺栓将组装支架的水平​​面紧固到螺栓孔上,该固定部分设置在墩台周围,并且将组装支架的垂直表面连接到锚固件中的孔形成在底端通常由直角三角形预制托架形成的若干墩;一种L形钢,并在墩台周围互连了模块化托架的多个狗;非收缩砂浆在垂直平面和间隙与组装好的托架之间的夹角在水平平面与托架的固定部分之间,并且是预制浇铸固化在预制托架上的;以及通过在预制托架之间挖掘剩余的土壤,其构形是铺设不同尺寸的砾石或碎石,以防止在码头周围冲刷并增强土壤的细致,这具有可以稳定码头的优点。

著录项

  • 公开/公告号KR200315293Y1

    专利类型

  • 公开/公告日2003-06-09

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030001395U

  • 发明设计人 정동면;

    申请日2003-01-16

  • 分类号E01D19/02;

  • 国家 KR

  • 入库时间 2022-08-21 23:44:34

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