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UNDERGROUND SUSPENDED TUNNEL FOR CONSTRUCTION IN HARD ENGINEERING AND GEOLOGICAL CONDITIONS

机译:硬工程和地质条件下的地下施工隧道

摘要

FIELD: construction engineering. SUBSTANCE: this is intended for construction, reconstruction or strengthening of subsurface tunnels of various applications in areas with hard engineering and geological conditions. Underground suspended tunnel for ensuring and fixing its design positioning has hangers and main load-bearing bandage stretched above ground surface. It is arranged above towers buried in ground which is reliable as to its load-bearing capacity and is elevated above ground surface at both sides of tunnel, and by means of end guys is secured in buried anchoring pillars. Flexible or rigid hangers are arranged uniformly over tunnel length. They penetrate through ground layer above tunnel and are connected by their lower ends to load-bearing structures of tunnel lining by means of anchoring devices, and by their upper ends - to load-bearing bandage made of steel ropes. Towers are interconnected in pairs across tunnel with formation of gantries which are located at calculated distance from each other along tunnel in ground sections which are otherwise dangerous and unreliable as to load-bearing capacity. EFFECT: high efficiency. 14 dwg
机译:领域:建筑工程。物质:用于在坚硬的工程和地质条件下建造,改建或加固各种用途的地下隧道。为确保和固定其设计位置,地下悬索隧道具有悬挂在地面上方的衣架和主承重绷带。它布置在埋入地下的塔架上方,该塔架具有可靠的承重能力,并且在隧道的两侧都高出地面,并通过端盖固定在埋入的锚固柱中。柔性或刚性的吊架在隧道长度上均匀地布置。它们穿过隧道上方的地层,并通过锚固装置的下端连接到隧道衬砌的承重结构,并通过上端连接到由钢丝绳制成的承重绷带。塔架跨隧道成对互连,形成龙门架,龙门架沿着地面区域中的隧道彼此间隔一定距离,否则对承载能力而言是危险且不可靠的。效果:高效率。 14天

著录项

  • 公开/公告号RU2096558C1

    专利类型

  • 公开/公告日1997-11-20

    原文格式PDF

  • 申请/专利权人 SEMKOVICH MIKHAIL YA;

    申请/专利号RU19960101004

  • 发明设计人 SEMKOVICH MIKHAIL YA;

    申请日1996-01-16

  • 分类号E02D29/00;

  • 国家 RU

  • 入库时间 2022-08-22 02:45:25

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