Freezing construction method for tunnel contact channel
A communication channel and construction method technology, applied in the field of frozen construction of tunnel communication channels, can solve problems such as failure to meet the requirements of communication channel excavation, unreasonable design of freezing holes, and large impact on tunnels, etc., to prevent a large amount of muddy water from gushing out, Accelerate the freezing speed and the effect of simple process
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Embodiment 1
[0057] A freezing construction method for tunnel communication passages, the steps of which are:
[0058] (1) Construction preparation
[0059] Before starting work, process the workpieces, including drill bit assembly, freezing pipe, orifice pipe, extension rod for upper plug, plug, brine dry pipe, collection and distribution pipe, freezing pipe head, clean water tank, brine tank , Tunnel prestressed support, end well lifting frame and communication channel waterproof door;
[0060] (2) Freezing Curtain
[0061] (2.1) When actively freezing, no precipitation measures shall be taken within 200m near the freezing area, and there shall be no concentrated water flow in the soil layer in the freezing area;
[0062] (2.2) Lay an insulation layer on the inner side of the tunnel near the freezing curtain, and the laying range is 2m to the boundary of the designed freezing wall. The insulation layer is made of flame-retardant soft plastic foam insulation material with a thickness of...
Embodiment 2
[0078] A freezing construction method for tunnel communication passages, the steps of which are:
[0079] (1) Construction preparation
[0080] Before starting work, process the workpieces, including drill bit assembly, freezing pipe, orifice pipe, extension rod for upper plug, plug, brine dry pipe, collection and distribution pipe, freezing pipe head, clean water tank, brine tank , Tunnel prestressed support, end well lifting frame and communication channel waterproof door;
[0081] (2) Freezing Curtain
[0082] (2.1) When actively freezing, no precipitation measures shall be taken within 200m near the freezing area, and there shall be no concentrated water flow in the soil layer in the freezing area;
[0083] (2.2) Lay an insulation layer on the inner side of the tunnel near the freezing curtain, and the laying range is 2m to the boundary of the designed freezing wall. The insulation layer is made of flame-retardant soft plastic foam insulation material with a thickness of...
Embodiment 3
[0099] A freezing construction method for tunnel communication passages, the steps of which are:
[0100] (1) Construction preparation
[0101] Before starting work, process the workpieces, including drill bit assembly, freezing pipe, orifice pipe, extension rod for upper plug, plug, brine dry pipe, collection and distribution pipe, freezing pipe head, clean water tank, brine tank , Tunnel prestressed support, end well lifting frame and communication channel waterproof door;
[0102] (2) Freezing Curtain
[0103] (2.1) When actively freezing, no precipitation measures shall be taken within 200m near the freezing area, and there shall be no concentrated water flow in the soil layer in the freezing area;
[0104] (2.2) Lay an insulation layer on the inner side of the tunnel near the freezing curtain, and the laying range is 2m to the boundary of the designed freezing wall. The insulation layer is made of flame-retardant soft plastic foam insulation material with a thickness of...
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