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The method of forming the tunnel lining for slide Sentoru and grout injection holes

机译:滑道Senturu和灌浆注孔隧道衬砌的形成方法

摘要

PROBLEM TO BE SOLVED: To facilitate natural ground improving work by inserting plural hole forming materials in plural holes piercing through the outer periphery of a slide arch center for tunnel lining in such a manner as to freely move toward and backward to provide a boring guide space for a grout filling hole. SOLUTION: A tunnel lining slide arch center 1 is installed in a designated position of a tunnel, and a slide arch center 10 where a hole 11 for guiding and inserting a hole forming material 3 is formed at a designated angle is placed on rails 7 to be moved. The coated material 3 is inserted in the hole 11 and the material 3 is fixed by a lock mechanism formed in a projecting hole 11 until it reaches the tunnel peripheral surface. After concrete is placed between the outer peripheral surface 101 of the slide arch center 10 and the tunnel peripheral surface, every material 3 is removed to form a grout filling hole forming guide space. Thus, positioning of the grout filling hole and setting of an angle are facilitated so as to achieve economical boring work.
机译:解决的问题:通过将多个成孔材料插入穿过用于隧道衬砌的滑动拱形中心的外周的多个孔中,以方便地进行自然地基改善工作,从而可以自由地前后移动以提供无聊的引导空间灌浆孔。解决方案:将隧道衬砌滑拱中心1安装在隧道的指定位置,并将滑拱中心10放置在轨道7上,在该滑拱中心10中以指定角度形成有用于引导和插入孔形成材料3的孔11。被移动。涂覆材料3插入孔11中,并且材料3通过形成在突出孔11中的锁定机构固定,直到到达隧道周面为止。在将混凝土放置在滑动拱形中心10的外周表面101和隧道周表面之间之后,去除每种材料3以形成浆液填充孔形成引导空间。因此,便于灌浆孔的定位和角度的设定,从而实现经济的钻孔工作。

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