Phase change temperature-adjusting plate based anti-freezing thermal-insulation structure for tunnel and construction method of phase change temperature-adjusting plate based anti-freezing thermal-insulation structure for tunnel

Abstract

The invention discloses a phase change temperature-adjusting plate based anti-freezing thermal-insulation structure for a tunnel and a construction method of the phase change temperature-adjusting plate based anti-freezing thermal-insulation structure for the tunnel. The phase change temperature-adjusting plate based anti-freezing thermal-insulation structure comprises a primary tunnel lining, a waterproof plate, a secondary tunnel lining and a fireproof plate which are distributed on the tunnel wall sequentially from outside to inside, concrete of the secondary tunnel lining contains porous lightweight aggregate, a heating device is sandwiched between the secondary tunnel lining and the waterproof plate, and the fireproof plate contains phase change capsules. The phase change temperature-adjusting plate based anti-freezing thermal-insulation structure for the tunnel has the advantages that through combination of the porous lightweight aggregate, phase change materials and a driving heat supply technology, the problem that the upper portion of underground water of tunnel surrounding rocks melts while the lower portion thereof is frozen is solved, and tunnel freezing damage is eradicated thoroughly; energy-storing and temperature-adjusting effects of the phase change materials as well as thermal insulation performance of the porous lightweight aggregate are fully utilized, so that purchasing and running costs are saved; the porous lightweight aggregate and the phase change materials are mixed into the concrete directly without adding tunnel evacuation radius, so that construction cost is saved.

Description

technical field [0001] The invention relates to a thermal insulation structure of a tunnel in a cold region, in particular to a tunnel antifreeze thermal insulation structure and a construction method based on a phase change temperature regulating plate. Background technique [0002] In the prior art, in order to prevent tunnel frost damage in cold regions, a certain thickness of insulation layer is laid on the inner surface of the second lining of the tunnel. The thickness of the insulation layer is related to the air temperature in the tunnel and the ground temperature of the surrounding rock of the tunnel, usually 4-8cm. However, it is found in engineering applications that the existing insulation layer has the following shortcomings and deficiencies: [0003] ①The cost of insulation materials is high, which greatly increases the construction cost of the tunnel. Taking polyurethane insulation materials with a thickness of 5cm as an example, the cost is about 300 yuan per ...

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Problems solved by technology

[0003] ①The cost of insulation materials is high, which greatly increases the construction cost of the tunnel. Taking polyurethane insulation materials with a thickness of 5cm as an example, the cost is about 300 yuan per square meter, and about 6,000 yuan per linear meter in the longitudinal direction;

[0004] ②The service performance is declining year by year. Under the action of the humid environment in the cave, water leakage in the tunnel and repeated changes in the temperature in the cave, the thermal insulation performance of the thermal insulation material deteriorates year by year until it fails, and needs to be repaired year by year and replaced frequently;

[0005] ③ There are differences in time and space between the air temperature in the tunnel and the ground temperature of the surrounding rock. As a solid insulation material, the polyurethane insulation layer cannot satisfy the synchronization of freezing and melting of the surrounding rock behind the tunnel lining at different heights on the same section.

During the spring thaw period, the surrounding rock at the top of the tunnel melts first, and the surrounding rock at the arch foot melts later, which prevents the groundwater behind the tunnel lining from being discharged into the longitudinal drainage ditch, which easily causes leakage, icing and icing on the surface of the tunnel lining. During the freezing period, the surrounding rock at the bottom of the tunnel freezes first, then the surrounding rock at the top freezes, and the groundwater above the tunnel cannot be discharged into the longitudinal drainage ditch, which also causes diseases such as leakage, icing, and icing on the tunnel lining surface;

[0006] ④ Polyurethane insulation materials occupy the tunnel space. In order to meet the requirements of the tunnel building boundary, it is necessary to expand the excavation size of the tunnel surrounding rock, which will increase the construction cost and prolong the construction period, and is detrimental to the stability of the tunnel surrounding rock.

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