07-07-2023 дата публикации
Номер: CN116398173A
Принадлежит:
The invention discloses a tunnel deep hole grouting method which comprises the following steps: searching a water gushing point at the top of a tunnel, and drilling at the water gushing point to form a water-resisting layer; water stop slurry is injected into the water-resisting layer; drilling, hole cleaning and hole checking are carried out on the side wall of the top to form a grouting hole; then, a guide pipe is installed in the grouting hole, and a reinforcement cage is placed in the guide pipe; according to the method, a hole is directly drilled in the side wall of the roof to form a grouting hole used for pouring concrete, then a guide pipe and a reinforcement cage are installed in the grouting hole, and after the concrete is poured into the grouting hole, a supporting structure used for supporting a tunnel is formed through condensation of the concrete, and according to the method, a formwork does not need to be erected at the roof; the period time of the supporting structure for ...
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