Existing tunnel down-digging extension construction method without traffic interruption
A technology with existing tunnels and construction methods, applied in tunnels, earthwork drilling, mining equipment, etc., to achieve the effects of reducing traffic interference, ensuring integrity, and reducing interference
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Embodiment 1
[0036] Embodiment 1: The construction method of the present invention is applied and implemented in the excavation and expansion project of No. XX tunnel in A city
[0037] A construction method for digging and extending an existing tunnel without interrupting traffic, comprising the following steps in sequence:
[0038] a. First build a barrier 1 on the left half of the lane, then close the tunnel on the left side of the barrier 1, prohibit vehicles from passing, and start adding anchor rods 2 to the original arch waist and arch foot on the left side of the tunnel;
[0039] b. After the addition of the anchor rod 2 on the left side of the tunnel is completed, the tunnel on the left side is opened, and then the tunnel on the right side of the barrier 1 is closed, and the anchor rod 2 is added to the original arch waist and arch foot on the right side of the tunnel;
[0040] c. Cut out the pavement layer and inverted arch on the right side of the existing tunnel, carry out the ...
Embodiment 2
[0050] Embodiment 2: The construction method of the present invention is applied and implemented in the excavation and expansion project of No. XX tunnel in B city
[0051] The difference between this embodiment and embodiment 1 is:
[0052] The initial support of the expansion area is mainly composed of shotcrete, anchor rods, steel mesh and steel arches. The sprayed concrete adopts C25 concrete, and the sprayed thickness is 20cm; the described anchor rod adopts a 4.5m long Φ25 mortar anchor rod, and the longitudinal distance is 100cm, and the circumferential distance is 100cm; the described steel mesh adopts 10×10cm φ10 Steel bars; the steel arch frame adopts I22b I-beam.
[0053] The temporary support of the expansion area is mainly composed of shotcrete, anchor rods, steel mesh and steel arches. The sprayed concrete adopts C25 concrete, and the sprayed thickness is 15cm; the described anchor rod adopts 3m long Φ22 mortar anchor rod, and the longitudinal spacing is 100cm,...
Embodiment 3
[0054] Embodiment 3: The construction method of the present invention is applied and implemented in the excavation and expansion project of No. XX tunnel in C city
[0055] The difference between this embodiment and embodiment 1 is:
[0056] The initial support of the expansion area is mainly composed of shotcrete, anchor rods, steel mesh and steel arches. The sprayed concrete adopts C25 concrete, and the sprayed thickness is 18cm; the described anchor rod adopts a 4.5m long Φ25 mortar anchor rod, and the longitudinal distance is 100cm, and the circumferential distance is 100cm; Steel bars; the steel arch frame adopts I22b I-beam.
[0057] The temporary support of the expansion area is mainly composed of shotcrete, anchor rods, steel mesh and steel arches. The sprayed concrete adopts C25 concrete, and the sprayed thickness is 12cm; the anchor rod adopts 3m long Φ22 mortar anchor rod, and the longitudinal distance is 100cm, and the circumferential distance is 100cm; ; The st...
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