Double-lining shield tunnel and construction method thereof
A shield tunneling and lining technology, applied in tunnels, shaft linings, tunnel linings, etc., can solve the problems of easy damage at joints, corrosion of lining segment bolts, low bearing capacity and rigidity at joints, etc., to improve safety performance, The effect of improving the anti-seepage performance and improving the bearing capacity
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Embodiment 1
[0025] Such as figure 1 As shown, a double-lined shield tunnel includes an outer lining 1, an inner lining 4, and a high polymer anti-seepage filler 3. The outer lining 1 is made of prefabricated segments connected by bolts, and the prefabricated segments are made of reinforced concrete. become.
[0026] Such as figure 2 As shown, the inner lining 4 is formed by inserting prefabricated pipe sections 8 to form a sequentially connected ring structure. The prefabricated pipe sections 8 are made of reinforced concrete; the prefabricated pipe sections 8 include a base part 5 and a left end 6, The right end 7; the overall length of the prefabricated pipe section 8 is 2-4m, and the ring thickness of the base part 5 is 15-20cm. Change, the inner radius of the right end 7 increases, the outer radius remains unchanged, the length of the left end 6 and the right end 7 is 20-30cm, the value of the reduced value of the outer radius and the increased value of the inner radius are 1 / 2 of ...
Embodiment 2
[0029] The construction method of the double lining shield tunnel provided by the present invention is as follows:
[0030] The first step: site planning, construction of temporary facilities and temporary facilities, and allocation of human resources;
[0031] The second step: shield machine selection and entry;
[0032] The third step: shield tunneling construction;
[0033] The fourth step: processing of prefabricated segment and prefabricated pipe section 8;
[0034] Step 5: Assembling the prefabricated segments into the outer lining 1, and injecting the back of the outer lining 1;
[0035] Step 6: Insert the prefabricated pipe section 8 into the inner lining 4, and reserve a hole 2 above the top of the inner lining 4;
[0036] Step 7: Inject high polymer anti-seepage filler 3 into the reserved hole 2 to form a double-lined shield tunnel;
[0037] Step 8: Measure and monitor during construction, measure and report to monitor in time.
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