CN209145605U - The round more cabin pipe galleries of shield-tunneling construction - Google Patents
The round more cabin pipe galleries of shield-tunneling construction Download PDFInfo
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- CN209145605U CN209145605U CN201822003634.9U CN201822003634U CN209145605U CN 209145605 U CN209145605 U CN 209145605U CN 201822003634 U CN201822003634 U CN 201822003634U CN 209145605 U CN209145605 U CN 209145605U
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Abstract
The utility model belongs to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field, is related to the round more cabin pipe galleries of shield-tunneling construction.Including antiseepage protective layer, concrete circular shell, vertical structure plate, lower layer's horizontal structure plate, upper layer horizontal structure plate, vertical demarcation plate, fire-proof and explosion-proof plate, rainwater and mating regeneration water tank, sewage and mating regeneration water tank, water supply heating power cabin, comprehensive cabin, combustion gas dedicated bay, reserved space, communication module, electric compartment, people's row maintenance platform, pipeline platform, pipe level bracket, pipeline vertical support frame, the vertical fixed frame of Communication power route, Communication power line level bracket, rain pipe, sewage pipe, mating regeneration water pipe, repair lane, drinking water water supply line, heat distribution pipeline, intermediate water pipeline, concrete circular shell is circular cross section；The utility model has the advantages that the problems such as planning as a whole all kinds of municipal pipelines and planned it, built and managed, solving repeatedly intensive excavated pavement, aerial gauze, pipeline Frequent Accidents.
Description
Technical field
The utility model belongs to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field, more particularly to a kind of shield
The round more cabin pipe galleries of structure construction.
Background technique
The concept of underground utilities pipe gallery is built in city, the Europe originating from 19th century primarily occur ins France.
Paris since 1833 has been born after first underground utilities pipe gallery system in the world, has been had so far nearly 182 years
Development course.It is explored by a century, research, improvement and practice, technical level full maturity, and in external many cities
The modernization symbol and city public administration for having obtained tremendous expansion, and having had become for the flourishing urban municipal construction management of foreign countries
A part.
Underground pipe gallery system not only solves Urban Traffic Jam Based, also greatly facilitate electric power, communication, combustion gas,
The maintenance and maintenance of the urban operating mechanisms such as water supply and sewage.In addition, the system also has certain protection against and mitigation of earthquake disasters effect.Such as nineteen ninety-five Japan
During the big earthquakes in Osaka and Kobe, a large amount of house collapses in Kobe city, road are ruined, but the local most intact nothing of underground pipe gallery
Damage, this significantly reduces the difficulty of the disaster relief and reconstruction after shake.Underground pipe gallery is to meeting people's livelihood primary demand and raising
City integrated bearing capacity plays an important role.
Pipe gallery construction is avoided frequently excavates road and goes out to traffic and resident due to laying and repairing underground utilities
Row is impacted and is interfered, and keeps the appearance of a street complete and beautiful.Reduce the maintenance of expense and utilities pipeline that road surface is repeatedly overhauled
Expense.Maintain the integrality on road surface and the durability of all kinds of pipelines.Convenient for the laying of various pipelines, increase and decrease, maintenance and daily
Management.Pipe gallery gut line compact and reasonable arrangement, is effectively utilized the space under road, has saved urban land.Reduce
The inspection shaft of the roofbolt of road and various pipelines, room etc., the graceful landscape in city.Aerial pipeline enters ground together, reduces aerial
The contradiction of line and greening.
Domestic pipe gallery construction is started late.It is generally only empty in the underground of palace before reform and opening-up
Between or large size industrial enterprise in be set as needed some pipeline corridors, or be only the simple comprehensive cable placed based on light current
Duct.Domestic first municipal administration synthesis pipe gallery appears in 1994, according to the planning requirement of high-level development & construction Pudong New District,
After by early period, necessary technical data collects subject study related to progress, in Shanghai Pudong New Area, Zhang Yanglu has built up the country
First biggish pipe gallery of scale.The pipe gallery overall length about 11km, is embedded under the pavement of both sides of the road.It is comprehensive
Piping lane body is reinforced concrete structure, and cross section is rectangle, by fuel chamber's (being individually for a Room, interior laying gas pipeline) and synthesis
Room (interior to lay all kinds of communications, electric power and upper hose) two parts composition.According to the needs of pipe gallery operational management, Zhang Yanglu is comprehensive
The affiliated facility system of conjunction piping lane includes that fire-fighting, ventilation and drainage, powered lighting, monitoring management and the information in pipe gallery are received
Collect processing system etc..
In recent years, in all parts of the country that the construction criteria of civilian infrastructure is constantly promoted, it is numerous and confused to explore through construction synthesis
Piping lane is in the hope of reaching the intensive use and sustainable development of the town road underground space.BeiJing ZhongGuanCun, Guangzhou College City,
The large- and-medium size cities such as Shanghai Anting New Town, Jinan, Ningbo, Shenzhen, Kunming, Nanning, Harbin, Hefei, Jiamusi have all been built
At or be prepared for construction pipe gallery.Wherein, Guangzhou College City and Shanghai Anting New Town have used for reference Pudong's Zhang Yanglu integrated pipe
Corridor construction experiences and lesson, and on the basis of drawing the states such as Japan more mature design standard, build up respectively 17 km of overall length and
The more storehouses more on a large scale 6 km or single storehouse pipe gallery system, and started step by step input use.
The General Office of the State Council announced on August 10th, 2015 about the instruction for promoting the construction of Urban Underground pipe gallery
(Office of the State Council sends out (2015) No. 61).Target is to build up the underground pipe gallery that a batch has international most advanced level to the year two thousand twenty
And put into effect, " road zipper " problem for excavating ground repeatedly is obviously improved, and pipeline safety level and ability of preventing and fighting natural adversities are bright
Aobvious to be promoted, successive elimination arterial street cobweb formula overhead line, urban ground landscape is clearly better.
Currently, the expense of building of pipe gallery still remains high, the pipe gallery ratio of shield machine construction is extremely low, mainly exists
Accomplish rationally in the overall space layout for the pipe gallery for being suitable for shield machine assembling is more difficult, both assurance functions, guarantee again by
In addition power also takes into account the production, transport and construction of component.Moreover, how combustion gas brings pipe gallery into, both guarantee to facilitate,
Guarantee safety again.Sea is seen after solving the problems, such as city rain using pipe gallery to greatest extent, guarantees structure general safety again.It mentions
The transportation quantity of high sewage realizes that two functions of storage and transportation of sewage and rainwater play maximal efficiency.Entire water system can guarantee
It operates normally, guarantees working service again.Guarantee the operational safety in any cabin, guarantees the reasonable of service clearance and maintenance platform
Space, important engineering guarantee the efficiency in maintenance lane.
Utility model content
To solve the above-mentioned problems, the utility model provide a kind of space layout rationally, structure general safety, any cabin
The round more cabin pipe galleries of shield-tunneling construction of room operational safety, the rational deployment of service clearance and maintenance platform.It efficiently solves
The problems such as solving repeatedly intensive excavated pavement, aerial gauze, pipeline Frequent Accidents.
The technical solution adopted in the utility model are as follows:
A kind of round more cabin pipe galleries of shield-tunneling construction, including antiseepage protective layer, concrete circular shell, vertical structure
Plate, lower layer's horizontal structure plate, upper layer horizontal structure plate, vertical demarcation plate, fire-proof and explosion-proof plate, rainwater and mating regeneration water tank, dirt
Water and mating regeneration water tank, water supply heating power cabin, comprehensive cabin, combustion gas dedicated bay, reserved space, communication module, electric compartment, the maintenance of people's row are put down
Platform, pipeline platform, pipe level bracket, pipeline vertical support frame, the vertical fixed frame of Communication power route, Communication power route water
Frame, rain pipe, sewage pipe, mating regeneration water pipe, maintenance lane, drinking water water supply line, heat distribution pipeline, intermediate water pipeline are lifted,
The concrete circular shell is circular cross section, is suitable for shield machine construction；The outer diameter of concrete circular shell is 6-12 meters；
One layer of circular cross-section antiseepage protective layer is arranged by slip casting in concrete circular hull outside；
Distinguish in the two sides of the diametrically setting vertical structure plate of the vertical direction of concrete circular shell, vertical structure plate
Symmetrical lower layer's horizontal structure plate, upper layer horizontal structure plate are set, entire rounded cross section space of planes is divided into three layers, one layer of centre
Height be the one third of entire rounded cross section space of planes free height to 2/5ths；Top layer and equal, the top layer of bottom height
With bottom height is entire rounded cross section space of planes free height 3/10ths to one third；
It is symmetrical arranged vertical demarcation plate in the two sides of the vertical structure plate of top layer, top layer is divided into 4 independent spaces；In
Between two spaces width it is equal, and be a quarter to 3/10ths this layer of span width；The width phase of outside two spaces
Deng, and be 1/5th to a quarter this layer of span width；
Bottom is two symmetrically arranged cabins, and one is rainwater and mating regeneration water tank, another for sewage with it is mating
Water tank is regenerated, rainwater is respectively provided with the pipeline parallel with vertical structure plate with mating regeneration water tank and erects with mating regeneration water tank, sewage
The bottom end of allotment support, pipeline vertical support frame is connect with concrete circular shell, and top is connect with lower layer's horizontal structure plate；Often
A pipeline vertical support frame is respectively provided with 2-3 pipe level bracket, and one end of each pipe level bracket connects with vertical structure plate
It connects, the other end is connect with pipeline vertical support frame；Rain is laid respectively on rainwater and mating regeneration water tank interior conduit horizontal tray
Water pipe；Sewage pipe is laid respectively on sewage and mating regeneration water tank interior conduit horizontal tray；In two pipeline vertical support frames
Outside be respectively set people's row maintenance platform, people's row maintenance platform is levelling bench, and the width of people's row maintenance platform is
0.6-1 meters；In the outside of two people's row maintenance platforms, respectively the pipeline platform of horizontal steps, laid respectively on pipeline platform
Mating regeneration water pipe；
Middle layer is two symmetrically arranged cabins, and one is water supply heating power cabin, another is comprehensive cabin, in water supply heating power
The centre in cabin and comprehensive cabin is laid with maintenance lane, and maintenance lane width is 1.3 ~ 1.8 meters；The maintenance lane two in water supply heating power cabin
Side is respectively provided with vertical pipeline vertical support frame, and 3 ~ 4 layers of pipe level bracket are respectively set；Close to the pipeline of vertical structure plate
One end of horizontal tray is connect with pipeline vertical support frame, and the other end is connect with vertical structure plate；Close to concrete circular shell
One end of pipe level bracket connect with pipeline vertical support frame, the other end is connect with concrete circular shell；Two lateral roofs
Pipe level bracket be intermediate water pipeline, be wherein drinking water water supply line below side, be below the other side
Heat distribution pipeline；
Symmetrical cabin is respectively combustion gas dedicated bay, reserved space, communication module, electric compartment to top layer 4 two-by-two, communication module and electricity
Power freight space is in centre, and combustion gas dedicated bay is adjacent with communication module, and reserved space is adjacent with electric compartment；In combustion gas dedicated bay, triangle is set
Fire-proof and explosion-proof plate, three angles of fire-proof and explosion-proof plate are overlapped with three corners of combustion gas dedicated bay cabin respectively；
It is respectively mounted the vertical fixed frame of Communication power route in the two sides of communication module and electric compartment, it is vertical in Communication power route
Several layers Communication power line level bracket is set on fixed frame.
Further, the concrete circular shell uses water-proof concrete, and concrete circular shell is split as 6-10
Section, with a thickness of 1st to a thirtieth/20th of concrete circular diameter of the housing, assembly seam is using the circumferential fissure of displacement and indulges
To the fissure of displacement；And seam carries out water-proofing treatment.
Further, the antiseepage protective layer is injected in the form of slip casting.
Further, the fire-proof and explosion-proof plate uses fire proofing firbre concrete structure, and fiber is fine using carbon fiber, steel
Dimension, glass fibre and polypropylene fibre.
The utility model has the beneficial effects that
The beneficial effects of the utility model and advantage are to plan as a whole all kinds of municipal pipelines and planned it, built and managed
Reason solves repeatedly excavated pavement, makes somebody a mere figurehead the problems such as intensive gauze, pipeline Frequent Accidents, is conducive to ensure urban safety, improves city
City's function, beautifying city landscape promote the intensive efficient and Transformation Development in city, are conducive to improve urban carrying capacity and city
Town development quality is conducive to increase public product effective investment, pulls social capital investment, makes the new power of economic development.
Pipe gallery is greatly reduced and builds cost, the pipe gallery space layout of shield machine construction is reasonable, and both assurance function, guaranteed again
In addition stress also takes into account the production, transport and construction of component.Moreover, gas safe is included in pipe gallery, not only guarantee to facilitate, but also
Guarantee safety.Sea is seen after solving the problems, such as city rain using pipe gallery to greatest extent, guarantees structure general safety again.Significantly
The transportation quantity of sewage is improved, realizes that two functions of storage and transportation of sewage and rainwater play maximal efficiency.Entire water system can protect
Card operates normally, and guarantees working service again.Guarantee the operational safety in any cabin, guarantees the conjunction of service clearance and maintenance platform
Space is managed, important engineering guarantees the efficiency in maintenance lane.
Detailed description of the invention
Fig. 1 is the round more cabin pipe gallery schematic cross-sectional views of the utility model shield-tunneling construction.
In figure: 1 is antiseepage protective layer;2 be concrete circular shell；3 be vertical structure plate；4 be lower layer's horizontal structure
Plate；5 be upper layer horizontal structure plate；6 be vertical demarcation plate；7 be fire-proof and explosion-proof plate；8 be rainwater and mating regeneration water tank；9 be dirt
Water and mating regeneration water tank；10 be water supply heating power cabin；11 be comprehensive cabin；12 be combustion gas dedicated bay；13 be reserved space；14 be communication
Cabin；15 be electric compartment；16 be people's row maintenance platform；17 be pipeline platform；18 be pipe level bracket；19 support vertically for pipeline
Frame；20 be the vertical fixed frame of Communication power route；21 be Communication power line level bracket；22 be rain pipe；23 be sewage pipe；
24 be mating regeneration water pipe；25 be maintenance lane；26 be drinking water water supply line；27 be heat distribution pipeline；28 be intermediate water pipeline.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
Embodiment: as shown in Figure 1, a kind of round more cabin pipe galleries of shield-tunneling construction, a kind of round more cabins of shield-tunneling construction are comprehensive
Close piping lane, including antiseepage protective layer 1, concrete circular shell 2, vertical structure plate 3, lower layer's horizontal structure plate 4, upper layer horizontal junction
Structure plate 5, vertical demarcation plate 6, fire-proof and explosion-proof plate 7, rainwater and mating regeneration water tank 8, sewage and mating regeneration water tank 9 give hydro-thermal
Power cabin 10, comprehensive cabin 11, combustion gas dedicated bay 12, reserved space 13, communication module 14, electric compartment 15, people's row maintenance platform 16, pipeline are flat
The vertical fixed frame 20 of platform 17, pipe level bracket 18, pipeline vertical support frame 19, Communication power route, Communication power route water
Lift frame 21, rain pipe 22, sewage pipe 23, mating regeneration water pipe 24, maintenance lane 25, drinking water water supply line 26, thermal pipe
Road 27, intermediate water pipeline 28, the concrete circular shell 2 are circular cross section, are suitable for shield machine construction；Concrete circular shell
The outer diameter of body 2 is 6-12 meters；One layer of circular cross-section antiseepage protective layer 1 is arranged by slip casting on the outside of concrete circular shell 2；
In the diametrically setting vertical structure plate 3 of the vertical direction of concrete circular shell 2, the two sides of vertical structure plate 3
Symmetrical lower layer's horizontal structure plate 4, upper layer horizontal structure plate 5 is respectively set, entire rounded cross section space of planes is divided into three layers, in
Between one layer of height be the one third of entire rounded cross section space of planes free height to 2/5ths；Top layer and bottom height phase
Deng 3/10ths that, top layer and bottom height are entire rounded cross section space of planes free height to one third；
It is symmetrical arranged vertical demarcation plate 6 in the two sides of the vertical structure plate 3 of top layer, top layer is divided into 4 independent spaces；
The width of intermediate two spaces is equal, and is this layer of span width of a quarter to 3/10ths；The width of outside two spaces
It is equal, and be 1/5th to a quarter this layer of span width；
Bottom is two symmetrically arranged cabins, and one is rainwater and mating regeneration water tank 8, another be sewage with it is mating
Water tank 9 is regenerated, rainwater is respectively provided with the pipe parallel with vertical structure plate 3 with mating regeneration water tank 8, sewage with mating regeneration water tank 9
The bottom end of road vertical support frame 19, pipeline vertical support frame 19 is connect with concrete circular shell 2, top and lower layer's horizontal structure
Plate 4 connects；Each pipeline vertical support frame 19 is respectively provided with 2-3 pipe level bracket 18, one end of each pipe level bracket 18
It is connect with vertical structure plate 3, the other end is connect with pipeline vertical support frame 19；In rainwater and mating 8 interior conduit of regeneration water tank
Rain pipe 22 is laid on horizontal tray 18 respectively；It is laid respectively on sewage and mating 9 interior conduit horizontal tray 18 of regeneration water tank
Sewage pipe 23；People's row maintenance platform 16 is respectively set in the outside of two pipeline vertical support frames 19, the maintenance of people's row is flat
Platform 16 is levelling bench, and the width of people's row maintenance platform 16 is 0.6-1 meters；In the outside of two people's row maintenance platforms 16, respectively
For the pipeline platform 17 of horizontal steps, mating regeneration water pipe 24 is laid respectively on pipeline platform 17；
Middle layer is 2 symmetrically arranged cabins, and one is water supply heating power cabin 10, another is comprehensive cabin 11, in water supply
The centre in heating power cabin 10 and comprehensive cabin 11 is laid with maintenance lane 25, and maintenance 25 width of lane is 1.3 ~ 1.8 meters；Water supply heating power cabin
10 25 two sides of maintenance lane are respectively provided with vertical pipeline vertical support frame 19, and 3 ~ 4 layers of pipe level bracket 18 are respectively set；
One end close to the pipe level bracket 18 of vertical structure plate 3 is connect with pipeline vertical support frame 19, the other end and vertical structure
Plate 3 connects；One end close to the pipe level bracket 18 of concrete circular shell 2 is connect with pipeline vertical support frame 19, another
End is connect with concrete circular shell 2；The pipe level bracket 18 of two lateral roofs is intermediate water pipeline 28, wherein the lower section of side
It is drinking water water supply line 26, is heat distribution pipeline 27 below the other side；
Symmetrical cabin is respectively combustion gas dedicated bay 12, reserved space 13, communication module 14, electric compartment 15 to top layer 4 two-by-two, is led to
Believe that cabin 14 and electric compartment 15 are located at centre, combustion gas dedicated bay 12 is adjacent with communication module 14, and reserved space 13 is adjacent with electric compartment 15；?
Combustion gas dedicated bay 12 be arranged triangle fire-proof and explosion-proof plate 7, three angles of fire-proof and explosion-proof plate 7 respectively with 12 cabin of combustion gas dedicated bay
Three corners be overlapped；
It is respectively mounted the vertical fixed frame 20 of Communication power route in the two sides of communication module 14 and electric compartment 15, in Communication power line
Several layers Communication power line level bracket 21 is set on the vertical fixed frame 20 in road；
The concrete circular shell 2 uses water-proof concrete, and concrete circular shell 2 is split as 6-10 sections, thickness
It is 1st to a thirtieth/20th of 2 diameter of concrete circular shell, assembly seam is using the circumferential fissure of displacement and longitudinal fissure of displacement；
And seam carries out water-proofing treatment.
The antiseepage protective layer 1 is injected in the form of slip casting.
The fire-proof and explosion-proof plate 7 uses fire proofing firbre concrete structure, and fiber uses carbon fiber, steel fibre, glass fibers
Peacekeeping polypropylene fibre.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (4)
1. a kind of round more cabin pipe galleries of shield-tunneling construction, including antiseepage protective layer (1), concrete circular shell (2), vertical knot
Structure plate (3), lower layer's horizontal structure plate (4), upper layer horizontal structure plate (5), vertical demarcation plate (6), fire-proof and explosion-proof plate (7), rainwater
With mating regeneration water tank (8), sewage and mating regeneration water tank (9), water supply heating power cabin (10), comprehensive cabin (11), combustion gas dedicated bay
(12), reserved space (13), communication module (14), electric compartment (15), people's row maintenance platform (16), pipeline platform (17), pipe level
Bracket (18), pipeline vertical support frame (19), the vertical fixed frame of Communication power route (20), Communication power line level bracket
(21), rain pipe (22), sewage pipe (23), mating regeneration water pipe (24), maintenance lane (25), drinking water water supply line (26),
Heat distribution pipeline (27), intermediate water pipeline (28), it is characterised in that:
The concrete circular shell (2) is circular cross section, is suitable for shield machine construction；Outside concrete circular shell (2)
Diameter is 6-12 meters；One layer of circular cross-section antiseepage protective layer (1) is arranged by slip casting on the outside of concrete circular shell (2)；
In the diametrically setting vertical structure plate (3) of the vertical direction of concrete circular shell (2), the two of vertical structure plate (3)
Symmetrical lower layer's horizontal structure plate (4), upper layer horizontal structure plate (5) is respectively set in side, and entire rounded cross section space of planes is divided into
Three layers, intermediate one layer of height is the one third of entire rounded cross section space of planes free height to 2/5ths；Top layer and bottom
Highly equal, top layer and bottom height are entire rounded cross section space of planes free height 3/10ths to one third；
Vertical demarcation plate (6) are symmetrical arranged in the two sides of the vertical structure plate (3) of top layer, top layer is divided into 4 independent spaces；
The width of intermediate two spaces is equal, and is this layer of span width of a quarter to 3/10ths；The width of outside two spaces
It is equal, and be 1/5th to a quarter this layer of span width；
Bottom is 2 symmetrically arranged cabins, and one is rainwater and mating regeneration water tank (8), another for sewage with it is mating again
Unboiled water cabin (9), rainwater and mating regeneration water tank (8), sewage and mating regeneration water tank (9) are respectively provided with flat with vertical structure plate (3)
The bottom end of capable pipeline vertical support frame (19), pipeline vertical support frame (19) is connect with concrete circular shell (2), top with
Lower layer's horizontal structure plate (4) connection；Each pipeline vertical support frame (19) is respectively provided with 2-3 pipe level bracket (18), each to manage
One end of road horizontal tray (18) is connect with vertical structure plate (3), and the other end is connect with pipeline vertical support frame (19)；In rain
Rain pipe (22) are laid respectively on water and mating regeneration water tank (8) interior conduit horizontal tray (18)；In sewage and mating recycled water
Sewage pipe (23) are laid on cabin (9) interior conduit horizontal tray (18) respectively；It is equal in the outside of two pipeline vertical support frames (19)
People's row maintenance platform (16) is respectively set, people's row maintenance platform (16) is levelling bench, the width of people's row maintenance platform (16)
Degree is 0.6-1 meters；In the outside of two people's row maintenance platforms (16), respectively the pipeline platform (17) of horizontal steps, pipeline is flat
Mating regeneration water pipe (24) is laid on platform (17) respectively；
Middle layer is 2 symmetrically arranged cabins, and one is water supply heating power cabin (10), another is comprehensive cabin (11), in water supply
The centre of heating power cabin (10) and comprehensive cabin (11) is laid with maintenance lane (25), and maintenance lane (25) width is 1.3 ~ 1.8 meters；It gives
Maintenance lane (25) two sides in hydro-thermal power cabin (10) are respectively provided with vertical pipeline vertical support frame (19), and are respectively set 3 ~ 4 layers
Pipe level bracket (18)；One end and pipeline vertical support frame close to the pipe level bracket (18) of vertical structure plate (3)
(19) it connects, the other end is connect with vertical structure plate (3)；The pipe level bracket (18) of close concrete circular shell (2)
One end is connect with pipeline vertical support frame (19), and the other end is connect with concrete circular shell (2)；The pipe level of two lateral roofs
Bracket (18) is intermediate water pipeline (28), is wherein drinking water water supply line (26) below side, and the lower section of the other side is equal
For heat distribution pipeline (27)；
Symmetrical cabin is respectively combustion gas dedicated bay (12), reserved space (13), communication module (14), electric compartment to top layer 4 two-by-two
(15), communication module (14) and electric compartment (15) are located at centre, and combustion gas dedicated bay (12) is adjacent with communication module (14), reserved space (13)
It is adjacent with electric compartment (15)；Combustion gas dedicated bay (12) setting triangle fire-proof and explosion-proof plate (7), the three of fire-proof and explosion-proof plate (7)
A angle is overlapped with three corners of combustion gas dedicated bay (12) cabin respectively；
It is respectively mounted the vertical fixed frame of Communication power route (20) in the two sides of communication module (14) and electric compartment (15), in Communication power
Several layers Communication power line level bracket (21) are set on the vertical fixed frame of route (20).
2. the round more cabin pipe galleries of shield-tunneling construction according to claim 1, it is characterised in that: the concrete circular
Shell (2) uses water-proof concrete, and concrete circular shell (2) is split as 6-10 sections, straight with a thickness of concrete circular shell (2)
To a thirtieth/20th of diameter, assembly seam is using the circumferential fissure of displacement and longitudinal fissure of displacement；And seam carries out water-proofing treatment.
3. the round more cabin pipe galleries of shield-tunneling construction according to claim 1, it is characterised in that: the antiseepage protective layer
(1) it is injected in the form of slip casting.
4. the round more cabin pipe galleries of shield-tunneling construction according to claim 1, it is characterised in that: the fire-proof and explosion-proof plate
(7) fire proofing firbre concrete structure is used, fiber uses carbon fiber, steel fibre, glass fibre and polypropylene fibre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822003634.9U CN209145605U (en) | 2018-12-01 | 2018-12-01 | The round more cabin pipe galleries of shield-tunneling construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822003634.9U CN209145605U (en) | 2018-12-01 | 2018-12-01 | The round more cabin pipe galleries of shield-tunneling construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209145605U true CN209145605U (en) | 2019-07-23 |
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ID=67288654
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| Application Number | Title | Priority Date | Filing Date |
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| CN201822003634.9U Expired - Fee Related CN209145605U (en) | 2018-12-01 | 2018-12-01 | The round more cabin pipe galleries of shield-tunneling construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924432A (en) * | 2019-12-03 | 2020-03-27 | 中南大学 | Shield comprehensive pipe gallery with evacuation function, and construction method and evacuation method thereof |
-
2018
- 2018-12-01 CN CN201822003634.9U patent/CN209145605U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924432A (en) * | 2019-12-03 | 2020-03-27 | 中南大学 | Shield comprehensive pipe gallery with evacuation function, and construction method and evacuation method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190723 Termination date: 20211201 |