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Dual-source heat-supply water-drainage antifreezing method for construction joint of tunnel in cold area

A technology for tunnels in cold regions, drainage and antifreeze, applied in drainage, heating methods, household heating, etc., can solve the problems of high cost of insulation layer, failure of insulation layer, failure and other problems, achieve small heating range, short heating time, and easy control Effect

Active Publication Date: 2009-10-28
CENT SOUTH UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The problems of using the insulation layer to prevent freezing are: (1) Under the action of the insulation layer, the tunnel waterproof and drainage system will inevitably freeze and then thaw, resulting in blockage of the tunnel arch foot drainage system during the spring thaw period, causing large-scale leakage of the arch ring; (2) ) The cost of the insulation layer is very high, and the construction quality requirements are very high. A little carelessness may cause partial failure of the insulation layer, and it will expand rapidly under the action of freeze-thaw cycles, resulting in complete failure; (3) The durability of the insulation layer is not ideal, High operating and maintenance costs
On the one hand, this comprehensive heating method is only suitable for tunnels close to urban areas that have heating conditions;

Method used

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  • Dual-source heat-supply water-drainage antifreezing method for construction joint of tunnel in cold area
  • Dual-source heat-supply water-drainage antifreezing method for construction joint of tunnel in cold area
  • Dual-source heat-supply water-drainage antifreezing method for construction joint of tunnel in cold area

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Embodiment Construction

[0022] see figure 1 and figure 2 As shown, the main structure of the dual-source heating type back-mounted drainage waterstop is a strip-shaped substrate 1, a strip-shaped substrate 1, drainage channels 2, water-proof convex ribs 3, slurry-stop filter belt 4, and detection tank 5 Together they form a common back-mounted drainable waterstop. In the middle groove of the backwater surface of the two drainage channels 2, a dual-source heat supply pipe 6 is arranged. The dual-source heating pipe 6 can be trapezoidal, rectangular or circular, and can be made of polymer materials such as polyvinyl chloride and rubber. There is a cavity 7 in the dual-source heat supply pipe 6, which can be used for heating fluid to pass through, so as to heat the drainage channel 2 and prevent it from freezing and blocking; Drain channel 2 is heated.

[0023] Figure 3 ~ Figure 5 It is the construction status diagram of the present invention. In tunnel and underground engineering, when pouring ...

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Abstract

The invention discloses a dual-source heat-supply water-drainage antifreezing method for construction joint of tunnel in cold area, which adopts two energy resource forms of hot gas and electric energy to carry out heat supply and water drainage at the drainage passage of the construction joint in small range; and the hot gas and the electric energy can be used independently or in combination. Based on a drainage water stopper, the method provides a dual-source heat supply pipe to carry out heat supply and thaw in small range by section and time on the construction joint of the tunnel by using two energy resources of hot air and electric energy, prevents the drainage pipeline at the construction joint from being frozen and blocked, realizes effectively drainage, thus avoiding freezing damage to the construction joint of tunnel in cold areas.

Description

technical field [0001] The invention relates to a dual-source heating and drainage anti-freezing method for underground engineering in cold regions, especially at construction joints of traffic tunnels. Background technique [0002] In tunnel and underground engineering, due to the frequent damage of the waterproof board during laying and operation, groundwater enters between the waterproof board and the secondary lining, and seeps through the weak links of the secondary lining structure, such as construction joints, expansion joints and Settlement joints (abbreviated as three joints), as well as cracks and loose parts of concrete, among which the leakage at the three joints accounts for more than 80%. In cold areas, when the temperature in the tunnel is below zero, the leaking part will freeze and cause various frost damage. [0003] Waterproofing and thermal insulation are currently the main methods to prevent frost damage in tunnels in cold regions. The common methods o...

Claims

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Application Information

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IPC IPC(8): E21F16/02E21F17/00F24D5/02
Inventor 伍毅敏傅鹤林
Owner CENT SOUTH UNIV
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