CN105863685B - Tunnel anti-freezing and heat-insulating structure and construction and operation method based on phase-changing and temperature-regulating plate - Google Patents
Tunnel anti-freezing and heat-insulating structure and construction and operation method based on phase-changing and temperature-regulating plate Download PDFInfo
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- CN105863685B CN105863685B CN201610408043.2A CN201610408043A CN105863685B CN 105863685 B CN105863685 B CN 105863685B CN 201610408043 A CN201610408043 A CN 201610408043A CN 105863685 B CN105863685 B CN 105863685B
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- 238000007710 freezing Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 238000000034 method Methods 0.000 title claims abstract description 9
- 230000009466 transformation Effects 0.000 claims abstract description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 239000002775 capsule Substances 0.000 claims abstract description 19
- 238000010438 heat treatment Methods 0.000 claims description 22
- 239000004033 plastic Substances 0.000 claims description 16
- 229920003023 plastic Polymers 0.000 claims description 16
- 230000007704 transition Effects 0.000 claims description 12
- 239000000155 melt Substances 0.000 claims description 8
- 230000004888 barrier function Effects 0.000 claims description 4
- 238000012544 monitoring process Methods 0.000 claims description 4
- 230000000704 physical effect Effects 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 4
- 230000001276 controlling effect Effects 0.000 claims description 3
- 230000005641 tunneling Effects 0.000 claims description 3
- 239000012782 phase change material Substances 0.000 abstract description 12
- 230000008014 freezing Effects 0.000 abstract description 4
- 230000006378 damage Effects 0.000 abstract description 3
- 230000008569 process Effects 0.000 abstract description 3
- 238000009412 basement excavation Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 235000015110 jellies Nutrition 0.000 abstract description 2
- 239000008274 jelly Substances 0.000 abstract description 2
- 239000012071 phase Substances 0.000 description 29
- 239000011435 rock Substances 0.000 description 9
- 238000009413 insulation Methods 0.000 description 7
- 230000008859 change Effects 0.000 description 5
- 239000012774 insulation material Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 229920002635 polyurethane Polymers 0.000 description 4
- 239000004814 polyurethane Substances 0.000 description 4
- 238000005485 electric heating Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 201000010099 disease Diseases 0.000 description 2
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000002528 anti-freeze Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000009746 freeze damage Effects 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F5/00—Means or methods for preventing, binding, depositing, or removing dust; Preventing explosions or fires
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a kind of tunnel anti-freezing and heat-insulating structure and construction method based on phase-changing and temperature-regulating plate, including the tunnel laid successively outer from outside to inside in tunnel wall just lining, splash guard, tunnel double-lining and fire-proof plate, contain porous lightweight aggregate in the concrete of the tunnel double-lining, heater is folded between tunnel double-lining and splash guard；Contain phase transformation capsule in the fire-proof plate.Porous lightweight aggregate, phase-change material and active heat supply process are combined by the present invention, are solved the problems, such as to melt lower jelly on tunnel surrounding underground water, have thoroughly been eradicated freezing damage in tunnel；Using the effect of the energy-saving and temperature-regulating of phase-change material and the heat-insulating property of porous lightweight aggregate, save and purchase and operating cost；And porous lightweight aggregate, phase-change material are directly incorporated into concrete, without increasing tunnel excavation radius, construction cost is saved.
Description
Technical field
The present invention relates to a kind of insulation construction of tunnel in cold area, and in particular to a kind of tunnel based on phase-changing and temperature-regulating plate is antifreeze
Insulation construction and construction method.
Background technology
In the prior art, to prevent tunnel in cold area freeze injury, certain thickness heat-insulation layer can be laid in tunnel double-lining inner surface, protected
Warm thickness degree is relevant with temperature in hole and tunnel surrounding ground temperature, generally takes 4~8cm.But found in engineer applied, it is existing
Heat-insulation layer there is it is following the shortcomings that with deficiency：
1. insulation material cost is high, considerably increase the construction cost in tunnel, the polyurethane heat insulation material thick using 5cm as
Example, it is about 300 yuan per square meter cost, longitudinal direction is about 6000 yuan per linear meter(lin.m.)；
2. military service performance declines year by year, in hole in wet environment, Tunnel Water Leakage and hole temperature repeatedly change effect under,
The thermal insulation of insulation material is deteriorated year by year, until failure, it is necessary to overhaul year by year, replacing is frequent；
3. temperature and country rock ground temperature have differences over time and space in Tunnel, polyurethane insulation coating is protected as solid
Adiabator, it can not meet that the tunnel-liner behind country rock at same section different height freezes and melted synchronism.Melt the phase in the spring,
Tunnel top country rock first melts, and melts at arch springing after country rock, causes the underground water of tunnel-liner behind can not be drained into longitudinal direction
In gutter, tunnel-liner surface seep is easily caused, hang ice and the disease such as icy on road；In freezing period, tunnel bottom country rock
First freeze, freeze after the country rock of top, the underground water of tunnel upper can not be discharged into longitudinal drainage ditch, equally cause tunnel-liner table
Face seepage, hang ice and the disease such as icy on road；
4. spreading polyurethane heat insulation material takes tunnel space, in order to meet clearance of tunnel requirement, it is necessary to expand tunnel
Road country rock excavates size, causes engineering-built cost to increase and extends the duration, and unfavorable to Analyses of Tunnel Wall Rock Stability.
The content of the invention
Goal of the invention：In order to overcome the deficiencies in the prior art, the present invention provides a kind of based on phase-changing and temperature-regulating plate
Tunnel anti-freezing and heat-insulating structure and construction method.
Technical scheme：In order to solve the above technical problems, the tunnel anti-freezing and heat-insulating provided by the invention based on phase-changing and temperature-regulating plate
Lining, splash guard, tunnel double-lining and fire-proof plate at the beginning of the tunnel laid successively outside from outside to inside in structure, including tunnel wall, the tunnel
Contain porous lightweight aggregate in the concrete that road two serves as a contrast, heater is folded between tunnel double-lining and splash guard；The fire prevention
Contain phase transformation capsule in plate.
Preferably, the concrete of the tunnel double-lining is made up of on ring multiple regions, two linings of adjacent area are mixed
The hot physical property for coagulating soil differs；Positioned at top area two serve as a contrast concrete porous lightweight aggregate content highests, from top area to
The content of arch springing region lightweight aggregate reduces successively.
Preferably, phase transformation capsule phase transition temperature is not higher than -3 DEG C in the fire-proof plate of crown area, haunch region, abutment wall area
The phase transition temperature of phase transformation capsule in the fire-proof plate in domain and arch springing region is not less than 5 DEG C.
Preferably, pre-buried plastic tube in the tunnel double-lining concrete in each domain, in the pre-buried plastics in tunnel axis direction
Pipe is in horizontal single U-shaped arrangement, and heating plant is equipped with plastic tube.
Preferably, mounting temperature sensor between the tunnel double-lining and splash guard in each region, for detecting underground water
Temperature, the unlatching opportunity of intelligent control heating plant and run time.
The construction method of the structure is as follows：
Lining, splash guard, tunnel double-lining and fire-proof plate at the beginning of laying tunnel successively in constructing tunnel, the tunnel double-lining mix
Contain porous lightweight aggregate in solidifying soil, heater is laid between tunnel double-lining and splash guard；
Wherein, tunnel double-lining concrete is made up of on ring multiple regions, the tunnel double-lining concrete of adjacent area
Hot physical property differs；Positioned at the tunnel double-lining concrete porous lightweight aggregate content highest of top area, from top area to arch
The content of pin region lightweight aggregate reduces successively；
The phase transformation capsule that phase transition temperature is not higher than -3 DEG C, haunch region, abutment wall are added in the fire-proof plate of tunnel vault region
The phase transformation capsule that phase transition temperature is not less than 5 DEG C is added in the fire-proof plate in region and arch springing region；
The pre-buried plastic tube in the tunnel double-lining concrete in each region, in tunnel axis direction, pre-buried plastic tube is in water
Flat single U-shaped arrangement, the interior laying heating plant of plastic tube；
The mounting temperature sensor between the tunnel double-lining and splash guard in each region, the temperature of underground water is detected, intelligence
Control unlatching opportunity and the run time of heating plant；
The operation method of the structure is as follows：
Entering period in winter, 0 DEG C of the monitoring temperature between tunnel double-lining and splash guard is Con trolling index, from arch springing to haunch
Heater is opened in region successively, after the underground water of crown area all freezes, closes the heating plant in haunch region；Wait to encircle
After the underground water of waist region all freezes, close the heating plant in arch springing region, finally realize full section of tunnel from top to bottom according to
It is secondary to freeze, form the natural sealing barrier of closing；
Melt period in the spring, first heating tunnel's arch springing region, then realize that tunneling boring melts from bottom to up successively.
Inventive principle：
Phase-change material has the ability for changing its physical state in certain temperature range.By taking solid-liquid phase change as an example, adding
When heat arrives fusion temperature, the phase transformation from solid-state to liquid is just produced, during fusing, phase-change material absorbs and stored substantial amounts of
Latent heat；When phase-change material cools down, the heat of storage will be dispersed into environment within the scope of certain temperature, carried out from liquid
To the reverse transformation of solid-state.In both phase transition process, stored or release energy is referred to as latent heat of phase change.Physical state occurs
During change, the temperature of material itself almost remains unchanged before phase transformation completion, a wide temperature platform is formed, although temperature is not
Become, but the latent heat for absorbing or discharging is quite big.
Accumulation of energy and temperature adjustment function using phase-change material, the antifreezing heat insulation in tunnel is realized with reference to active heating technique.By tunnel
The lining of road two is divided into multiple regions, and porous lightweight aggregate is added in each region, and installs heater, is added in fire-proof plate
Phase-change material.The heat-insulating property of tunnel lining structure can be improved by adding porous lightweight aggregate, solved and melted phase hole into teletostage and spring
Tunnel surrounding underground water multigelation problem caused by the interior positive and negative thermoperiod fluctuation of temperature；Joined using phase-change material and heater
Heat accumulation heat supply is closed, solves the problems, such as to freeze under tunnel surrounding underground water by the temperature in each region of active control and melts.When entering the winter
Phase, after subzero temperature occurs in the monitoring temperature between two linings and splash guard, heating plant is opened successively from arch springing to haunch region, is treated
After the underground water of crown area all freezes, the heating plant in arch springing region is closed, finally realizes full section of tunnel from top to bottom
Freeze successively, form the natural sealing barrier of closing.Melt the phase in the spring, the two lining concrete light aggregates in arch springing region are minimum, heat conduction
Property is best, and crown area heat insulating ability is best.The country rock underground water in arch springing region melts at first, and subsequent abutment wall to vault melts successively
Change, realize and melt under the freezing of tunnel surrounding underground water.
Beneficial effect：Porous lightweight aggregate, phase-change material and active heat supply process are combined by the present invention, are solved tunnel and are enclosed
The problem of melting lower jelly on rock underground water, has thoroughly eradicated freezing damage in tunnel.
Using heat caused by phase-change material storage heater, energy-saving and temperature-regulating can be played a part of, save running cost
With extending the service life of heater.
Its heat-insulating property is improved by filling porous lightweight aggregate in tunnel lining structure, alternative traditional polyurethane is protected
Adiabator, save material acquisition expenses.Porous lightweight aggregate is directly incorporated into concrete, without increasing tunnel excavation radius, section
Construction cost is saved.
Except the technical problem of invention described above solution, form the technical characteristic of technical scheme and by these skills
Caused by the technical characteristic of art scheme outside advantage, tunnel anti-freezing and heat-insulating structure and construction of the invention based on phase-changing and temperature-regulating plate
What the other technical characteristics and these technical characteristics included in other technologies problem that method can solve, technical scheme were brought
Advantage, it will be described in more detail with reference to accompanying drawing.
Brief description of the drawings
Fig. 1 is the sectional drawing of the tunnel anti-freezing and heat-insulating structure based on phase-changing and temperature-regulating plate of the embodiment of the present invention；
Fig. 2 is the expanded view that tunnel electric heating wire is arranged in Fig. 1；
In figure：Lining 1 at the beginning of tunnel, splash guard 2, tunnel double-lining 3, fire-proof plate 4, plastic tube 5, temperature sensor 6, lightweight aggregate 7,
First phase transformation capsule 8, the second phase transformation capsule 9.
Embodiment
Embodiment：
The tunnel anti-freezing and heat-insulating structure based on phase-changing and temperature-regulating plate of this implementation as shown in figure 1, including tunnel from inside to outside according to
Fire-proof plate 4, tunnel double-lining 3, splash guard 2 and the tunnel of secondary laying just serve as a contrast 1, containing porous wherein in the concrete of tunnel double-lining 3
Lightweight aggregate 7, the heater of plastic tube 5 is folded between tunnel double-lining 3 and splash guard 2；4 contain the first phase transformation capsule in fire-proof plate
8 and the second phase transformation capsule 9, porous lightweight aggregate 7 be to be directly incorporated into construction in corresponding concrete, the He of the first phase transformation capsule 8
Second phase transformation capsule 9 is directly incorporated into fire-proof plate.
Tunnel double-lining 3 is made up of on ring multiple regions, such as five regions of I, II, III, IV, V, adjacent area in figure
The hot physical property of tunnel double-lining 3 differ；Porous lightweight aggregate 7 contains in the concrete of the tunnel double-lining 3 of top area
Highest is measured, the content from top area to arch springing region lightweight aggregate 7 reduces successively；First phase transformation capsule 8 adds to encircle in tunnel
In the concrete for pushing up region fire-proof plate 4, phase transition temperature is not higher than -3 DEG C.Second phase transformation capsule 9 is added in haunch region, abutment wall area
In the fire-proof plate 4 in domain and arch springing region, phase transition temperature is not less than 5 DEG C.Temperature sensor 6 is arranged in the tunnel in each region
Between two linings 3 and splash guard 2, for detecting the temperature of underground water, the unlatching opportunity of intelligent control heating plant and run time.
Heating plant is equipped with plastic tube 5, its system of laying is as shown in Fig. 2 be embedded in the two lining coagulations in each region
In soil, in tunnel axis direction in horizontal single U-shaped arrangement.
In use, entering period in winter, 0 DEG C of the monitoring temperature between two linings and splash guard for Con trolling index, from arch springing to
Heater is opened in haunch region successively, after the underground water of crown area all freezes, closes the heating plant in haunch region；
After the underground water in haunch region all freezes, the heating plant in arch springing region is closed, finally realizes full section of tunnel by up to
Under freeze successively, form the natural sealing barrier of closing.Melt period in the spring, first heating tunnel's arch springing region, then successively under
It is supreme to realize that tunneling boring melts.
During implementation, points for attention are as follows：
1. selecting suitable composite phase-change material, prepared according to the needs of different phase transition temperatures mixed with variety classes phase transformation material
The concrete of material and the porous lightweight aggregate of different content；
2. the reasonable pre-buried plastic tube between splash guard and two linings, it is ensured that electric heating wire can be with relatively simple replacing in pipe
And inspection.
3. reasonable Arrangement temperature sensor, timely intelligent temperature is carried out to electric heating wire and is controlled, improves tunnel frost damage prevention
Efficiency and the energy utilization rate.
4. ensure the safety and stability in tunnel.
Embodiments of the present invention are described in detail above in association with accompanying drawing, but the present invention is not limited to described reality
Apply mode.For one of ordinary skill in the art, in the range of the principle of the present invention and technological thought, to these implementations
Mode carries out a variety of changes, modification, replacement and deformation and still fallen within protection scope of the present invention.
Claims (5)
1. a kind of tunnel anti-freezing and heat-insulating structure based on phase-changing and temperature-regulating plate, including the outer tunnel laid successively from outside to inside in tunnel wall
Road just lining, splash guard, tunnel double-lining and fire-proof plate, contain porous lightweight aggregate in the concrete of the tunnel double-lining, in tunnel two
Heater is folded between lining and splash guard；Contain phase transformation capsule in the fire-proof plate；
The concrete of the tunnel double-lining is made up of on ring multiple regions, and the hot physical property of two lining concrete of adjacent area is equal
Differ；Two positioned at top area serve as a contrast concrete porous lightweight aggregate content highest, from top area to arch springing region lightweight aggregate
Content reduce successively, it is characterised in that：
Phase transformation capsule phase transition temperature is not higher than -3 DEG C in the fire-proof plate of crown area, haunch region, abutment wall region and arch springing region
Fire-proof plate in phase transformation capsule phase transition temperature be not less than 5 DEG C.
2. the tunnel anti-freezing and heat-insulating structure according to claim 1 based on phase-changing and temperature-regulating plate, it is characterised in that：Each domain
Pre-buried plastic tube in tunnel double-lining concrete, in tunnel axis direction, pre-buried plastic tube is in horizontal single U-shaped arrangement, in plastic tube
It is equipped with heating plant.
3. the tunnel anti-freezing and heat-insulating structure according to claim 2 based on phase-changing and temperature-regulating plate, it is characterised in that：Each region
Tunnel double-lining and splash guard between mounting temperature sensor, for detecting the temperature of underground water, intelligent control heating plant
Unlatching opportunity and run time.
4. the construction method of the tunnel anti-freezing and heat-insulating structure according to claim 1 based on phase-changing and temperature-regulating plate, its feature exist
In：
Lining, splash guard, tunnel double-lining and fire-proof plate at the beginning of laying tunnel successively in constructing tunnel, the concrete of the tunnel double-lining
In contain porous lightweight aggregate, heater is laid between tunnel double-lining and splash guard；
Wherein, tunnel double-lining concrete is made up of on ring multiple regions, the hot thing of the tunnel double-lining concrete of adjacent area
Property differs；Positioned at the tunnel double-lining concrete porous lightweight aggregate content highest of top area, from top area to arch springing area
The content of domain lightweight aggregate reduces successively；
The phase transformation capsule that phase transition temperature is not higher than -3 DEG C, haunch region, abutment wall region are added in the fire-proof plate of tunnel vault region
It is not less than 5 DEG C of phase transformation capsule with addition phase transition temperature in the fire-proof plate in arch springing region；
The pre-buried plastic tube in the tunnel double-lining concrete in each region, in tunnel axis direction, pre-buried plastic tube is in horizontal single
U-shaped arrangement, the interior laying heating plant of plastic tube；
The mounting temperature sensor between the tunnel double-lining and splash guard in each region, detect the temperature of underground water, intelligent control
The unlatching opportunity of heating plant and run time.
5. the operation method of the tunnel anti-freezing and heat-insulating structure according to claim 1 based on phase-changing and temperature-regulating plate, its feature exist
In：
Entering period in winter, 0 DEG C of the monitoring temperature between tunnel double-lining and splash guard is Con trolling index, from arch springing to haunch region
Heater is opened successively, after the underground water of crown area all freezes, closes the heating plant in haunch region；Treat haunch area
After the underground water in domain all freezes, the heating plant in arch springing region is closed, finally realizes that full section of tunnel is from top to bottom frozen successively
Knot, form the natural sealing barrier of closing；
Melt period in the spring, first heating tunnel's arch springing region, then realize that tunneling boring melts from bottom to up successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610408043.2A CN105863685B (en) | 2016-06-12 | 2016-06-12 | Tunnel anti-freezing and heat-insulating structure and construction and operation method based on phase-changing and temperature-regulating plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610408043.2A CN105863685B (en) | 2016-06-12 | 2016-06-12 | Tunnel anti-freezing and heat-insulating structure and construction and operation method based on phase-changing and temperature-regulating plate |
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| Publication Number | Publication Date |
|---|---|
| CN105863685A CN105863685A (en) | 2016-08-17 |
| CN105863685B true CN105863685B (en) | 2017-11-28 |
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| CN201610408043.2A Active CN105863685B (en) | 2016-06-12 | 2016-06-12 | Tunnel anti-freezing and heat-insulating structure and construction and operation method based on phase-changing and temperature-regulating plate |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111365040A (en) * | 2020-03-30 | 2020-07-03 | 中铁二院工程集团有限责任公司 | Cold-proof and anti-freezing system for tunnel in alpine region |
| CN112627889B (en) * | 2020-12-21 | 2023-01-20 | 中铁二院工程集团有限责任公司 | High-cold long and large railway tunnel anti-freezing structure and method utilizing surrounding rock underground water heat energy |
| CN114704326A (en) * | 2022-05-06 | 2022-07-05 | 哈尔滨工业大学 | High and cold district tunnel drain bar with phase transition is from energy storage and temperature adjustment is frostproofing |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953738A (en) * | 2012-11-08 | 2013-03-06 | 福州大学 | Method and system for automatical antifreezing and thermal insulating of tunnel lining in high and cold areas |
| CN103835725A (en) * | 2014-03-05 | 2014-06-04 | 东南大学 | Antifreezing and insulating tunnel in cold region |
| CN104775833A (en) * | 2015-04-07 | 2015-07-15 | 山西省交通科学研究院 | Cold region tunnel anti-freezing insulation system and anti-freezing insulation construction method |
| CN204920992U (en) * | 2015-09-16 | 2015-12-30 | 长安大学 | Frostproofing structure of han qu tunnel design phase change material heat preservation |
| CN105587325A (en) * | 2014-10-22 | 2016-05-18 | 广东工业大学 | Tunnel anti-icing composite plate based on phase-change material |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5097634B2 (en) * | 2008-07-17 | 2012-12-12 | 株式会社ケー・エフ・シー | Tunnel waterproof structure and its construction method |
-
2016
- 2016-06-12 CN CN201610408043.2A patent/CN105863685B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953738A (en) * | 2012-11-08 | 2013-03-06 | 福州大学 | Method and system for automatical antifreezing and thermal insulating of tunnel lining in high and cold areas |
| CN103835725A (en) * | 2014-03-05 | 2014-06-04 | 东南大学 | Antifreezing and insulating tunnel in cold region |
| CN105587325A (en) * | 2014-10-22 | 2016-05-18 | 广东工业大学 | Tunnel anti-icing composite plate based on phase-change material |
| CN104775833A (en) * | 2015-04-07 | 2015-07-15 | 山西省交通科学研究院 | Cold region tunnel anti-freezing insulation system and anti-freezing insulation construction method |
| CN204920992U (en) * | 2015-09-16 | 2015-12-30 | 长安大学 | Frostproofing structure of han qu tunnel design phase change material heat preservation |
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