CN106498827A - Energy tunnel recombination formula ground temperature energy freeze-proof heating system - Google Patents
Energy tunnel recombination formula ground temperature energy freeze-proof heating system Download PDFInfo
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- CN106498827A CN106498827A CN201611164935.9A CN201611164935A CN106498827A CN 106498827 A CN106498827 A CN 106498827A CN 201611164935 A CN201611164935 A CN 201611164935A CN 106498827 A CN106498827 A CN 106498827A
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- 238000010438 heat treatment Methods 0.000 title claims abstract description 40
- 238000005215 recombination Methods 0.000 title claims abstract description 19
- 230000006798 recombination Effects 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 35
- 238000011084 recovery Methods 0.000 claims abstract description 5
- 238000007789 sealing Methods 0.000 claims description 26
- 238000010792 warming Methods 0.000 claims description 12
- 238000002347 injection Methods 0.000 claims description 6
- 239000007924 injection Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 5
- 238000009413 insulation Methods 0.000 claims description 4
- 239000012528 membrane Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 6
- 239000011435 rock Substances 0.000 description 12
- 238000005516 engineering process Methods 0.000 description 9
- 238000011161 development Methods 0.000 description 5
- 239000000284 extract Substances 0.000 description 5
- 230000009746 freeze damage Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000012546 transfer Methods 0.000 description 4
- 239000000203 mixture Substances 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002595 cold damage Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000012782 phase change material Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
- E01C11/26—Permanently installed heating or blowing devices ; Mounting thereof
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/52—Heat recovery pumps, i.e. heat pump based systems or units able to transfer the thermal energy from one area of the premises or part of the facilities to a different one, improving the overall efficiency
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Road Paving Structures (AREA)
Abstract
A kind of energy tunnel recombination formula ground temperature energy freeze-proof heating system，Including tunnel bringing-up section，Heat supplying pipeline is laid in tunnel corresponding with tunnel bringing-up section，Heat supplying pipeline two ends are connected with the second feed pipe and the second return pipe respectively，Second feed pipe and the second return pipe are connected to form heating cycle pipeline with heat pump end，Heat exchanging segment corresponding tunnel in tunnel includes serving as a contrast at the beginning of tunnel、Tunnel double-lining、Tunnel inverted arch and road surface，Upper pavement surface is lining and tunnel double-lining at the beginning of tunnel，Backfill layer is located on tunnel inverted arch，Serving as a contrast and tunnel double-lining between at the beginning of tunnel、Heat exchange layers are respectively provided between tunnel inverted arch and backfill layer，Upper pavement surface、Connected by crossover sub between the heat exchange layers of lower section，First water inlet of heat exchange layers is connected with the first feed pipe，First water return outlet of heat exchange layers is connected with the first return pipe，First feed pipe and the first recovery tube are connected to form recuperated cycle pipeline with heat pump front end.Applicability of the present invention is good, heat exchange efficiency is higher, cost-effective and saves construction period.
Description
Technical field
The present invention relates to tunnel surrounding field, especially a kind of energy tunnel recombination formula ground temperature energy freeze-proof heating system, fit
The tunnel-liner for educating area for underground water agensis and owing can be extracted with inverted arch bottom country rock ground temperature behind, and to tunnel
Road surface and lining cutting are heated.
Background technology
In recent years, as China's transport development is fast-developing, the quantity of tunnel in cold area grows with each passing day, but in tunnel in cold area
Freeze injury problem becomes increasingly conspicuous, part newly built tunnels come into operation after soon, just there occurs freeze injury on a large scale, had a strong impact on tunnel
Traffic safety.Investigation discovery is carried out to the highway in cold region tunnel that has runed, in tunnel in cold area, has more than 80% all to there is freeze injury now
As wherein about 60% occurs the slight freeze injury phenomenon such as percolating water, and about 24% lining concrete peeling, cracking, slump, depression occurs
Deng serious cold damage problem.Tunnel in cold area can not chronically solve the frost heave of tunnel in cold area using conventional heater by service at present
With the disease problem such as freeze, and have the shortcomings that energy consumption is big, operation cost is high and show using the active heating measure of electrical heating method
Shape, is badly in need of the novel anti-freezing heating system of exploitation energy-conserving and environment-protective.
The soil moisture in the earth superficial layer hundreds of meters is in increasing trend with depth, and depth often increases by 100 meter temperature rises
High about 3-5 DEG C, about 40-50 DEG C of the ground temperature at 1000 meters of underground is stored in the mountain tunnel country rock of buried depth hundreds of meters huge
Ground temperature energy.Can be heated to the tunnel-liner and road surface that are located at hole end using the ground temperature in tunnel surrounding, can
Tunnel in cold area freeze injury is solved, tunnel in cold area heat supply " self-sufficient " is realized in also energy-conserving and environment-protective.
The ground temperature being located in the country rock of tunnel-liner behind can be by directly collecting in tunnel surrounding by way of GEOTHERMAL WATER
To extract, it is also possible to bury heat-exchange tube between in tunnel double-lining and just serving as a contrast, by the heat transfer cycle medium in pipe and country rock it
Between the temperature difference extract tunnel surrounding ground temperature energy.But GEOTHERMAL WATER collection technique is only applicable to the area of rich groundwater, in underground water
Cannot then apply in little or without underground water the area of amount.Huge ground temperature energy is also stores in the country rock of inverted arch bottom, due to residing position
The difference that puts, the ground temperature in the country rock of inverted arch bottom then can be difficult by collecting GEOTHERMAL WATER acquisition, can be passed through on inverted arch
The mode of portion's laying heat exchange pipe extracts geothermal energy, extracts tunnel using the temperature difference between the heat transfer cycle medium and country rock in pipe
Road country rock geothermal energy.Although extract the ground temperature energy in tunnel surrounding using heat-exchange tube not limited by underground water development condition,
Laying heat-exchange tube increased construction cost, and heat-exchange tube belongs to wire thermal source, and its heat exchange efficiency is very limited.
Content of the invention
In order to overcome existing tunnel country rock GEOTHERMAL WATER collect technology cannot be applied to underground water owe educate and agensis area,
And also the ground temperature energy in the country rock of inverted arch bottom cannot be extracted；Though laying heat-exchange tube technology is not limited by underground water development condition
System, but heat-exchange tube belongs to wire thermal source, and its exchange capability of heat is limited, and laying heat exchange pipe can increase engineering-built cost etc.
A difficult problem, a kind of applicability of present invention offer is good, heat exchange efficiency is higher, cost-effective and energy tunnel that is saving construction period is multiple
Box-like ground temperature energy freeze-proof heating system.
The technical solution adopted for the present invention to solve the technical problems is：
A kind of energy tunnel recombination formula ground temperature energy freeze-proof heating system, including tunnel bringing-up section, the tunnel bringing-up section bag
Heat supplying pipeline is included, the heat supplying pipeline is laid in tunnel corresponding with the tunnel bringing-up section, the heat supplying pipeline two ends difference
It is connected with the second feed pipe and the second return pipe, second feed pipe and the second return pipe are connected to form heat supply with heat pump end
Circulation line, the freeze-proof heating system also include tunnel heat exchanging segment, and the corresponding tunnel of the tunnel heat exchanging segment is included at the beginning of tunnel
Lining, tunnel double-lining, tunnel inverted arch and road surface, upper pavement surface are lining and tunnel double-lining at the beginning of the tunnel, and the backfill layer is positioned at institute
State on tunnel inverted arch, serving as a contrast at the beginning of the tunnel and tunnel double-lining between, between the tunnel inverted arch and backfill layer, be respectively provided with hot friendship
Layer is changed, is connected by crossover sub between upper pavement surface, the heat exchange layers of lower section, the first water inlet of the heat exchange layers and
One feed pipe is connected, and the first water return outlet of the heat exchange layers connected with the first return pipe, first feed pipe and first time
Closed tube is connected to form recuperated cycle pipeline with heat pump front end.
Further, lower waterproof layer is set above the heat exchange layers below road surface, and the heat exchange layers of upper pavement surface are inside and outside to be arranged
Upper waterproof layer.
Further, the lower waterproof layer is connected with the bottom surface of the backfill layer；The upper waterproof layer includes the tunnel
Injection waterproof layer and the Water -proof Membrane heat exchange layers and tunnel double-lining between and heat exchange layers between is just served as a contrast.When
So, it would however also be possible to employ other waterproof types.
Further, sealing cut-off is set in the heat exchange layers, and the heat exchange layers are carried out point by the sealing cut-off
Area, each subregion connect to form closed circulation subsystem with respective feed pipe and recovery tube respectively.
Preferably, one end of the sealing cut-off is provided with breach, separates adjacent subregion with sealing jaggy and mutually passes through
Logical.
Further, the breach dislocation arrangement of adjacent sealing cut-off.Random length can be obtained by setting up breach quantity
Heat exchanger.
In the heat exchange layers, filling seepy material, can form pervious bed.
The backfill layer is light-weight soils insulation backfill layer.
The corresponding tunnel of the tunnel bringing-up section includes tunnel double-lining, and the tunnel double-lining inwall arranges warming plate, described
Tunnel bringing-up section includes lining cutting bringing-up section, and the lining cutting bringing-up section is the heat supplying pipeline that lays between tunnel double-lining and warming plate
The corresponding tunnel of the tunnel bringing-up section also includes that road surface, the road surface are located at the top of backfill layer, the tunnel
Bringing-up section also includes road-surface heating section, and the road-surface heating section is the heat supplying pipeline that lays between road surface and backfill layer.
The present invention technology design be：In view of existing tunnel surrounding GEOTHERMAL WATER collect technology cannot be applied to underground water owe
Development and agensis area, and also the ground temperature energy in the country rock of inverted arch bottom cannot be extracted；Though laying heat-exchange tube technology is not received
Underground water development condition is limited, but heat-exchange tube belongs to wire thermal source, and its exchange capability of heat is limited, and laying heat exchange pipe can increase
Processing journey construction cost.The present invention proposes a kind of new ground temperature energy extractive technique.The technology is in tunnel-liner behind and inverted arch
Top arranges heat exchange layers, is filled with seepy material in heat exchange layers, and heat exchange layers are connected with feed pipe and the backwater seal of tube respectively
Connect, form the circulating heat exchange system of closing, the ground temperature energy in tunnel surrounding is extracted by the circulation of fluid in heat exchange layers, through ground
Source heat-pump apparatus can be lifted to the ground temperature for extracting, and tunnel-liner and road surface are heated by heat supplying pipeline.Tunnel adds
Hot arc is made up of lining cutting bringing-up section and road-surface heating section, and lining cutting bringing-up section includes tunnel double-lining and warming plate, in tunnel double-lining and
Heat supplying pipeline is laid between warming plate；Road-surface heating section includes road surface and backfill layer, between road surface and backfill layer lays heat supply
Pipeline.
In each subregion of the heat exchange layers, the sealing positioned at both sides separates elongated arrangement, and is located at the cut-off of centre
One section of setting breach, separates adjacent subregion with sealing jaggy and is mutually communicated；The breach of sealing cut-off is set to staggeredly cloth
Put, set up the heat exchanger that breach quantity can obtain random length.
Beneficial effects of the present invention are mainly manifested in：
(1) present invention can realize tunnel portal section lining cutting and road-surface heating using the ground temperature in tunnel surrounding, with tradition electricity
Heating is compared, the technology energy-saving and environment friendly, greatly reduces tunnel operation maintenance cost；
(2) the buried heat exchanger of layer extracts the ground temperature in tunnel surrounding using the heat transfer medium of heat exchange layers internal circulation flow
Can, the passive extractive technique for solving traditional collection GEOTHERMAL WATER can be only applied to the tunnel of rich groundwater, educate for owing
The difficult problem then not applied to the tunnel without underground water；
(3) layer embedded type heat exchanger belongs to planar thermal source, and the buried heat exchanger of traditional pipe belongs to wire thermal source, so,
The buried heat exchanger heat exchange efficiency of layer of the invention is higher；
(4) the buried heat exchanger of layer forms integrated with tunnel structure, and construction technology is simple, need not lay heat exchange pipe,
A large amount of construction costs are saved.
Description of the drawings
Fig. 1 is energy tunnel recombination formula ground temperature energy freeze-proof heating system composition figure.
Fig. 2 is heat exchanging segment cross-sectional view.
Fig. 3 is upper pavement surface heat exchange layers plane outspread drawing.
Fig. 4 is heat exchange layers plane outspread drawing below road surface.
Fig. 5 bringing-up section cross-sectional views.
Fig. 6 is heat supplying pipeline plane outspread drawing.
In figure, 1 is to serve as a contrast at the beginning of tunnel；21 are injection waterproof layer；22 Water -proof Membranes；3 is heat exchange layers；4 is tunnel two
Lining；5 is warming plate；6 is crossover sub；7 is the first feed pipe；8 is the first return pipe；9 is the first water inlet；10 is first time
The mouth of a river；11 separate for sealing；12 are backfill layer；13 is tunnel heat exchanging segment；14 is tunnel bringing-up section；15 is road surface；16 is heat supply
Pipe；17 is the second feed pipe；18 is the second return pipe；19 is the second water inlet；20 is the second water return outlet；23 is heat pump；Under 24
Waterproof layer.
Specific embodiment
The invention will be further described below in conjunction with the accompanying drawings.
With reference to Fig. 1～Fig. 6, a kind of energy tunnel recombination formula ground temperature energy freeze-proof heating system, including tunnel bringing-up section 14, institute
Stating tunnel bringing-up section 14 includes that heat supplying pipeline 16, the heat supplying pipeline are laid in tunnel corresponding with the tunnel bringing-up section, institute
State heat supplying pipeline two ends to be connected with the second feed pipe 17 and the second return pipe 18 respectively, second feed pipe 17 and the second backwater
Pipe 18 is connected to form heating cycle pipeline with 23 end of heat pump, and the freeze-proof heating system also includes tunnel heat exchanging segment 13, described
Heat exchanging segment 13 corresponding tunnel in tunnel includes lining 1, tunnel double-lining 4, tunnel inverted arch and road surface 15 at the beginning of tunnel, is institute above road surface 15
Lining 1 and tunnel double-lining 4 at the beginning of tunnel is stated, is backfill layer 12 below road surface, the backfill layer 12 is located on the tunnel inverted arch, in institute
State
Connected by crossover sub 6 between side, the heat exchange layers 3 of lower section, the first water inlet 9 and first of the heat exchange layers 3 supplies water
Pipe 7 is connected, and the first water return outlet 10 of the heat exchange layers 3 is connected with the first return pipe 8, first feed pipe 7 and first time
8 heat pump front end of closed tube connects to form recuperated cycle pipeline.
Further, lower waterproof layer 24, peripheral hardware in the heat exchange layers of upper pavement surface are set above the heat exchange layers below road surface
Put waterproof layer.
Further, the lower waterproof layer 23 is connected with the bottom surface of the backfill layer 12；The upper waterproof layer includes described
Injection waterproof layer 21 between lining 1 and heat exchange layers 3 and the combined type between the heat exchange layers 3 and tunnel double-lining 4 at the beginning of tunnel
Splash guard 22.It is of course also possible to use other waterproof types.
Further, sealing cut-off 11 is set in the heat exchange layers 3, and the sealing separates 11 by the heat exchange layers 3
Subregion is carried out, each subregion connects to form closed circulation subsystem with respective feed pipe and recovery tube respectively.
Preferably, one end of the sealing cut-off 11 is provided with breach, separates adjacent subregion with sealing jaggy mutual
Insertion.
Further, the breach dislocation arrangement of adjacent sealing cut-off 11.By set up breach quantity can obtain arbitrarily long
The heat exchanger of degree.
In the heat exchange layers 3, filling seepy material, can form pervious bed.
The backfill layer 12 is light-weight soils insulation backfill layer.
Fill in the xoncrete structure of the tunnel double-lining 4 for limiting in High-geotemperature country rock and hole heat transfer between air
Phase-change material.
The inwall of the tunnel double-lining 4 arranges warming plate 5.
The corresponding tunnel of the tunnel bringing-up section includes that tunnel double-lining 4,4 inwall of the tunnel double-lining arrange warming plate 5, institute
Stating tunnel bringing-up section 14 includes lining cutting bringing-up section, and the lining cutting bringing-up section is the confession that lays between tunnel double-lining 4 and warming plate 5
Pipe line.
The corresponding tunnel of the tunnel bringing-up section also includes that road surface 15, the road surface 15 are located at the top of backfill layer 12, institute
Stating tunnel bringing-up section 14 also includes road-surface heating section, and the road-surface heating section is the confession that lays between road surface 15 and backfill layer 12
Pipe line.
The energy tunnel recombination formula ground temperature energy freeze-proof heating system of the present embodiment, the system can be exchanged heat by tunnel surrounding ground temperature
Section, heat pump and tunnel bringing-up section composition.Heat exchanging segment is made up of two parts below upper pavement surface and road surface, and upper pavement surface heat exchanging segment has
Lining at the beginning of tunnel and two lining compositions, arrange heat exchange layer between lining at the beginning of tunnel and two linings；Below road surface, heat exchanging segment is by inverted arch, backfill layer
Constitute with road surface, heat exchange layers are set on inverted arch top, are connected by crossover sub between upper pavement surface, the heat exchange layers of lower section
Connect.First water inlet of heat exchange layers is connected with the first feed pipe, and the first water return outlet of heat exchange layers is connected with the first return pipe；
First feed pipe and the first return pipe are connected with heat pump front end, and form closing takes thermal cycle pipeline.
Tunnel bringing-up section is made up of lining cutting bringing-up section and road-surface heating section, and lining cutting bringing-up section includes tunnel double-lining and insulation
Plate, lays heat supplying pipeline between tunnel double-lining and warming plate；Road-surface heating section includes road surface and backfill layer, in road surface and backfill
Heat supplying pipeline is laid between layer.Second water inlet of heat supplying pipeline is connected with the second feed pipe, the second water return outlet of heat supplying pipeline
Connect with the second return pipe, the second feed pipe and the second return pipe are connected with heat pump end, form the heating cycle pipeline of closing.
The heat exchange layers of upper pavement surface are inside and outside to arrange upper waterproof layer, arranges injection waterproof just between lining and heat exchange layers
Layer, arranges Water -proof Membrane between heat exchange layers and two linings；Heat exchange layers below road surface arrange lower waterproof layer, lower waterproof
Layer is located between heat exchange layers and backfill layer.
Sealing cut-off is set in heat exchange layers, subregion is carried out to heat exchange layers using sealing cut-off；In each subregion, it is located at
The sealing on both sides separates elongated arrangement, and the cut-off one end for being located at centre arranges breach, separates with sealing jaggy adjacent
Subregion is mutually communicated；The breach of sealing cut-off wants interlaced arrangement, sets up the heat exchanger that breach quantity can obtain random length.
The work progress of the energy tunnel recombination formula ground temperature energy freeze-proof heating system of the present embodiment is：
1. sealing cut-off is installed on the inverted arch top of tunnel heat exchanging segment, pours into a mould seepy material, perform the heat friendship below road surface
Change layer；Lower waterproof layer is performed on heat exchange layers top, and light-weight soils are filled between road surface and lower waterproof layer；
2. in lining outer surface injection waterproof layer at the beginning of tunnel, sealing cut-off is installed on waterproof layer, and sprays seepy material, apply
Do the heat exchange layers of upper pavement surface；
3. crossover sub is installed, the heat exchange layers between connecting inverted arch top and two linings and just serving as a contrast；First feed pipe is installed
With the first return pipe, it is connected and sealed with heat exchange layers；
4. light weight earthen backfill layer is flattened, lays heat supplying pipeline, and perform supercrust；
5. in two lining inner surface laying heat supplying pipelines, and warming plate is installed；
6. second feed pipe and the second return pipe are installed, are connected and sealed with heat supplying pipeline；；
7. first feed pipe and the first return pipe of tunnel heat exchanging segment are connected with heat pump front end, form heat exchange sealing circulation
Pipeline；Second feed pipe and the second return pipe of tunnel bringing-up section are connected with heat pump end, are formed for heat seal circulation line.
Claims (10)
1. a kind of energy tunnel recombination formula ground temperature energy freeze-proof heating system, including tunnel bringing-up section, the tunnel bringing-up section includes
Heat supplying pipeline, the heat supplying pipeline are laid in tunnel corresponding with the tunnel bringing-up section, the heat supplying pipeline two ends respectively with
Second feed pipe and the connection of the second return pipe, second feed pipe and the second return pipe are connected to form heat supply and follow with heat pump end
Endless tube road, it is characterised in that：The freeze-proof heating system also includes tunnel heat exchanging segment, the corresponding tunnel packet of the tunnel heat exchanging segment
Lining at the beginning of tunnel, tunnel double-lining, tunnel inverted arch and road surface is included, upper pavement surface is lining and tunnel double-lining, the backfill at the beginning of the tunnel
Layer is located on the tunnel inverted arch, at the beginning of the tunnel between lining and tunnel double-lining, between the tunnel inverted arch and backfill layer
Heat exchange layers are set, are connected by crossover sub between upper pavement surface, the heat exchange layers of lower section, the first of the heat exchange layers enter
The mouth of a river is connected with the first feed pipe, and the first water return outlet of the heat exchange layers is connected with the first return pipe, first feed pipe
It is connected to form recuperated cycle pipeline with heat pump front end with the first recovery tube.
2. energy tunnel recombination formula ground temperature energy freeze-proof heating system as claimed in claim 1, it is characterised in that：Below road surface
Lower waterproof layer is set above heat exchange layers, and the heat exchange layers of upper pavement surface are inside and outside to arrange upper waterproof layer.
3. energy tunnel recombination formula ground temperature energy freeze-proof heating system as claimed in claim 2, it is characterised in that：The lower waterproof
Layer is connected with the bottom surface of the backfill layer；The upper waterproof layer includes the injection waterproof at the beginning of the tunnel between lining and heat exchange layers
Layer and the Water -proof Membrane between the heat exchange layers and tunnel double-lining.
4. the energy tunnel recombination formula ground temperature energy freeze-proof heating system as described in one of claims 1 to 3, it is characterised in that：Institute
State, the heat exchange layers are carried out subregion by the sealing cut-off, each subregion respectively with respectively
From feed pipe connect to form closed circulation subsystem with recovery tube.
5. energy tunnel recombination formula ground temperature energy freeze-proof heating system as claimed in claim 4, it is characterised in that：The sealing every
Disconnected one end is provided with breach, separates adjacent subregion with sealing jaggy and is mutually communicated.
6. energy tunnel recombination formula ground temperature energy freeze-proof heating system as claimed in claim 5, it is characterised in that：Adjacent sealing every
Disconnected breach dislocation arrangement.
7. the energy tunnel recombination formula ground temperature energy freeze-proof heating system as described in one of claims 1 to 3, it is characterised in that：Institute
State filling seepy material in heat exchange layers.
8. the energy tunnel recombination formula ground temperature energy freeze-proof heating system as described in one of claims 1 to 3, it is characterised in that：Institute
It is light-weight soils insulation backfill layer to state backfill layer.
9. the energy tunnel recombination formula ground temperature energy freeze-proof heating system as described in one of claims 1 to 3, it is characterised in that：Institute
Stating the corresponding tunnel of tunnel bringing-up section includes tunnel double-lining, and the tunnel double-lining inwall arranges warming plate, the tunnel bringing-up section
Including lining cutting bringing-up section, the lining cutting bringing-up section is the heat supplying pipeline that lays between tunnel double-lining and warming plate.
10. energy tunnel recombination formula ground temperature energy freeze-proof heating system as claimed in claim 8, it is characterised in that：The tunnel
The corresponding tunnel of bringing-up section also includes that road surface, the road surface are located at the top of backfill layer, and the tunnel bringing-up section also includes road surface
Bringing-up section, the road-surface heating section are the heat supplying pipeline that lays between road surface and backfill layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611164935.9A CN106498827A (en) | 2016-12-16 | 2016-12-16 | Energy tunnel recombination formula ground temperature energy freeze-proof heating system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611164935.9A CN106498827A (en) | 2016-12-16 | 2016-12-16 | Energy tunnel recombination formula ground temperature energy freeze-proof heating system |
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| Publication Number | Publication Date |
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| CN106498827A true CN106498827A (en) | 2017-03-15 |
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ID=58331128
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| CN201611164935.9A Pending CN106498827A (en) | 2016-12-16 | 2016-12-16 | Energy tunnel recombination formula ground temperature energy freeze-proof heating system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736329A (en) * | 2019-02-18 | 2019-05-10 | 浙江大学城市学院 | A kind of energy foundation pit enclosure structure and construction method of automatic chemoprevention protuberance |
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