CN207879350U - Shield method roads and tunnels with pipe gallery - Google Patents
Shield method roads and tunnels with pipe gallery Download PDFInfo
- Publication number
- CN207879350U CN207879350U CN201820285705.6U CN201820285705U CN207879350U CN 207879350 U CN207879350 U CN 207879350U CN 201820285705 U CN201820285705 U CN 201820285705U CN 207879350 U CN207879350 U CN 207879350U
- Authority
- CN
- China
- Prior art keywords
- roads
- tunnels
- mouth
- storehouse
- circular tunnel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model is related to roads and tunnels technical field of construction more particularly to a kind of shield method roads and tunnels with pipe gallery.It includes two circular tunnel sections side by side, the both sides of the circular tunnel section are sequentially connected active well and open cut wiring section along travel direction, prefabricated " mouth " word part in the circular tunnel section, the bottom surface of " mouth " the word part is arc-shaped to be placed in the circular tunnel section, lane plate is arranged in " mouth " word part both sides, it is laid with track on " mouth " the word part and the lane plate, anti-collision wall is arranged in the circular tunnel section inner wall, one end of the lane plate is connected to the anti-collision wall lower surface, separates in the circular tunnel section below the lane plate and is arranged between four storehouses.Big cross section shield tunnel lower layer space is carried out intensive utilization by the utility model, optimizes arrangement to existing tunnel section, simultaneously, it is ensured that roads and tunnels and underground utilities operation security, convenient.
Description
Technical field
The utility model is related to roads and tunnels technical field of construction more particularly to a kind of shield method roads with pipe gallery
Tunnel.
Background technology
The normal shield construction of Urban Underground (underwater) roads and tunnels, the at present track of big cross section single layer shield method roads and tunnels
Plate lower layer space is frequently as Evacuation channel and tunnel itself pipeline passway.At the same time, needed in urban construction it is mating to
The various pipeline facilities such as water, electric power, communication.With continually developing for urban underground space, available underpass is increasingly
Rare, space intensive utilization has attracted much attention.
Existing big cross section single layer shield tunnel lower layer has a large amount of idle spaces not make full use of, and causes space waste.Together
When, a large amount of pipelines have the demand for passing through same region or waters, need separately to ward off channel construction, cause the underpass wasting of resources.
Those skilled in the art are dedicated to solving above-mentioned technological deficiency.
Utility model content
In view of the drawbacks described above of the prior art, the technical purpose of the utility model be to provide a kind of Intensive Design,
Improve space availability ratio, operation security a kind of easily shield method roads and tunnels with pipe gallery.
To realize the above-mentioned technical purpose, the utility model provides a kind of shield method roads and tunnels with pipe gallery,
The technical solution to solve the above problems is as follows：
A kind of shield method roads and tunnels with pipe gallery include two circular tunnel sections side by side, the circular tunnel section
Both sides are sequentially connected active well and open cut wiring section along travel direction, prefabricated " mouth " word part in the circular tunnel section, described
The bottom surface of " mouth " word part is arc-shaped to be placed in the circular tunnel section, and lane plate, " mouth " word is arranged in " mouth " word part both sides
Track is laid on part and the lane plate, anti-collision wall is arranged in the circular tunnel section inner wall, and one end of the lane plate is connected to institute
Anti-collision wall lower surface is stated, separates in the circular tunnel section below the lane plate and is arranged between four storehouses.
Support leg is arranged under the anti-collision wall in a kind of above-mentioned shield method roads and tunnels with pipe gallery.
A kind of above-mentioned shield method roads and tunnels with pipe gallery, described in " mouth " word part setting partition board constitute up and down
Between two storehouses, between upper storehouse between maintenance rescue storehouse, emergency exits are set on " mouth " the word part of side between maintenance rescue storehouse,
It is tunnel inner cable ditch between lower storehouse.
A kind of above-mentioned shield method roads and tunnels with pipe gallery, described in " mouth " word part side circular tunnel section in set
It is set to people from tunnel row fire escape storehouse, the escape stair of the inner wall setting longitudinal direction in people from tunnel row fire escape storehouse is described to dredge
It dissipates stair upper end and stretches out the track, groove is arranged in the bottom in people from tunnel row fire escape storehouse, and the groove is communication storehouse.
A kind of above-mentioned shield method roads and tunnels with pipe gallery, described in " mouth " word part other side a circular tunnel
It is arranged in section between two storehouses of partition board composition or more, the interior setting 220KV6 return cables of partition board upper storehouse, storehouse under the partition board
Interior setting 110KV cables.
A kind of above-mentioned shield method roads and tunnels with pipe gallery, described in " mouth " word part other side another circle tunnel
Water supply facilities are set in road section, and gutter is arranged in the circular tunnel section bottom below the water supply facilities.
The side wall setting of a kind of above-mentioned shield method roads and tunnels with pipe gallery, circular tunnel section top is cast-in-place
Cast in place concrete plate is arranged on the pre-buried concrete slab in bracket, pre-buried concrete slab between the cast-in-place bracket.
One end of a kind of above-mentioned shield method roads and tunnels with pipe gallery, the lane plate extends downwardly composition branch
Support leg.
A kind of above-mentioned shield method roads and tunnels with pipe gallery, the lane plate is interior to be arranged upper layer and lower layer diameter
The steel bar girder of 16mm, the triangular web member that setting diameter 8mm reinforcing bars are constituted between the steel bar girder.
A kind of above-mentioned shield method roads and tunnels with pipe gallery, described in the both sides on " mouth " word part top be respectively set
Just two different boss, the other end of the lane plate are placed on the boss.
The beneficial effects of the utility model：
Big cross section shield tunnel lower layer space is carried out intensive utilization by the utility model, is carried out to existing tunnel section excellent
Change arrangement, simultaneously, it is ensured that roads and tunnels and underground utilities operation security, convenient.
Description of the drawings
Fig. 1 is the front view of the utility model.
Fig. 2 is the A-A sectional views of Fig. 1.
Fig. 3 is partial schematic diagram.
Specific implementation mode
The technique effect of the design of the utility model, concrete structure and generation is made furtherly below with reference to attached drawing
It is bright, to be fully understood from the purpose of this utility model, feature and effect.
Embodiment：
Referring to FIG. 1, FIG. 2 and FIG. 3, the circular tunnel section 1 of the utility model two side by side, the both sides edge of the circular tunnel section 1
Travel direction is sequentially connected active well 2 and open cut wiring section 3, and cast-in-place bracket 4, institute is arranged in the side wall on 1 top of circular tunnel section
Pre-buried concrete slab 5 between cast-in-place bracket 4 is stated, cast in place concrete plate 6 is set on the pre-buried concrete slab 5.The circular tunnel
Prefabricated " mouth " word part 7 in section 1, the bottom surface of " mouth " the word part 7 is arc-shaped to be placed in the circular tunnel section 1, " mouth " the word part 7
Two different boss of height are respectively set in the both sides on top, and lane plate 8, the lane plate 8 is arranged in 7 both sides of " mouth " word part
The other end be placed on the boss.The steel bar girder 9 of setting upper layer and lower layer diameter 16mm, the reinforcing bar in the lane plate 8
The triangular web member 10 that diameter 8mm reinforcing bars are constituted is set between truss 9.It is laid with vehicle on " mouth " the word part 7 and the lane plate 8
Anti-collision wall 12,12 times setting support legs 13 of the anti-collision wall are arranged in road 11,1 inner wall of circular tunnel section.The one of the lane plate 8
End is connected to 12 lower surface of the anti-collision wall, separates in the circular tunnel section 1 of 8 lower section of the lane plate and is arranged between four storehouses.
Include 14, tunnel inner cable ditch 15, people from tunnel row fire escape storehouse 16, communication storehouse between overhauling rescue storehouse between four storehouses
17 and electric power storehouse 18.Between setting partition board constitutes two storehouses up and down in " mouth " the word part 7, between upper storehouse 14 between maintenance rescue storehouse,
Emergency exits are set between maintenance rescue storehouse on " mouth " the word part of 14 sides, are tunnel inner cable ditch 15 between lower storehouse.It is described
People from tunnel row fire escape storehouse 16, people from tunnel row fire escape storehouse 16 are set as in the circular tunnel section 1 of 7 side of " mouth " word part
The longitudinal escape stair 23 of inner wall setting, the track 11, people from tunnel row evacuation are stretched out in 23 upper end of the escape stair
Groove is arranged in the bottom in channel storehouse 16, and the groove is communication storehouse 17.One circular tunnel section 1 of 7 other side of " mouth " word part
Interior setting partition board constitutes electric power storehouse 18 between two storehouses up and down, and the interior setting 220KV6 return cables 19 of partition board upper storehouse are described
The interior setting 110KV cables in storehouse 20 under partition board.Water supply facilities are set in another circular tunnel section of 7 other side of " mouth " word part
21, gutter 22 is arranged in the circular tunnel section bottom of 21 lower section of the water supply facilities.
With reference to Fig. 3, as a further improvement, one end of the lane plate 8 can also extend downwardly composition support leg.Institute
The steel bar girder 9 of setting upper layer and lower layer diameter 16mm in lane plate 8 is stated, diameter 8mm reinforcing bar structures are set between the steel bar girder 9
At triangular web member 10.
The utility model is unique in that：
(1) in the case where tunnel cross-section is constant, increase electric power storehouse, communication storehouse, to (in) sump, engineering construction economy
Effect is notable.
(2) loop is formed using two-tube tunnel intermediate bin and active well lower layer space, is set as public evacuation, rescue, inspection
Channel is repaiied, small-sized electric car or railcar can be met and passed through, piping lane can be met and the functions such as overhaul, feed intake.
(3) intermediate bin can be used as the passageway for fire apparatus of piping lane, meet the Operational requirements of piping lane.It overcomes and light section is separately provided
The many difficulties such as construction, operation when piping lane passes through over long distances.
(4) whole tunnel shares a set of equipment system, and low energy consumption, operation cost is low.
Big cross section shield tunnel lower layer space is carried out intensive utilization by the utility model, is carried out to existing tunnel section excellent
Change arrangement, simultaneously, it is ensured that roads and tunnels and underground utilities operation security, convenient.
The preferred embodiment of the utility model described in detail above.It should be appreciated that the ordinary skill people of this field
Member according to the present utility model can conceive without creative work makes many modifications and variations.Therefore, all this technology necks
Technical staff passes through logic analysis, reasoning or limited reality on the basis of existing technology according to the design of the utility model in domain
Available technical solution is tested, it all should be in the protection domain being defined in the patent claims.
Claims (10)
1. a kind of shield method roads and tunnels with pipe gallery, include two circular tunnel sections side by side, the two of the circular tunnel section
Side is sequentially connected active well and open cut wiring section along travel direction, which is characterized in that prefabricated " mouth " word part in the circular tunnel section,
The bottom surface of " mouth " the word part is arc-shaped to be placed in the circular tunnel section, and lane plate is arranged in " mouth " word part both sides, described
Track is laid on " mouth " word part and the lane plate, anti-collision wall is arranged in the circular tunnel section inner wall, and one end of the lane plate connects
It is connected to the anti-collision wall lower surface, separates in the circular tunnel section below the lane plate and is arranged between four storehouses.
2. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that the anti-collision wall
Lower setting support leg.
3. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that " mouth " word
Between setting partition board constitutes two storehouses up and down in part, between upper storehouse between maintenance rescue storehouse, side is described between maintenance rescue storehouse
Emergency exits are set on " mouth " word part, are tunnel inner cable ditch between lower storehouse.
4. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that " mouth " word
People from tunnel row fire escape storehouse is set as in the circular tunnel section of part side, the inner wall setting in people from tunnel row fire escape storehouse is vertical
To escape stair, the escape stair upper end stretches out the track, and the bottom setting in people from tunnel row fire escape storehouse is recessed
Slot, the groove are communication storehouse.
5. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that " mouth " word
Between setting partition board constitutes two storehouses up and down in one circular tunnel section of the part other side, the interior setting 220KV6 of partition board upper storehouse is returned
Road cable, the interior setting 110KV cables in storehouse under the partition board.
6. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that " mouth " word
Water supply facilities are set in another circular tunnel section of the part other side, the circular tunnel section bottom setting draining below the water supply facilities
Ditch.
7. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that the circular tunnel
The side wall on section top is arranged cast-in-place bracket, pre-buried concrete slab between the cast-in-place bracket, is arranged on the pre-buried concrete slab
Cast in place concrete plate.
8. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that the lane plate
One end extend downwardly composition support leg.
9. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that the lane plate
The steel bar girder of interior setting upper layer and lower layer diameter 16mm, the triangle that setting diameter 8mm reinforcing bars are constituted between the steel bar girder
Web member.
10. a kind of shield method roads and tunnels with pipe gallery according to claim 1, which is characterized in that " mouth "
Two different boss of height are respectively set in the both sides on word part top, and the other end of the lane plate is placed on the boss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820285705.6U CN207879350U (en) | 2018-02-28 | 2018-02-28 | Shield method roads and tunnels with pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820285705.6U CN207879350U (en) | 2018-02-28 | 2018-02-28 | Shield method roads and tunnels with pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207879350U true CN207879350U (en) | 2018-09-18 |
Family
ID=63495877
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820285705.6U Active CN207879350U (en) | 2018-02-28 | 2018-02-28 | Shield method roads and tunnels with pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207879350U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364513A (en) * | 2020-03-31 | 2020-07-03 | 中铁第四勘察设计院集团有限公司 | Subway co-construction underground station structure and construction method thereof |
-
2018
- 2018-02-28 CN CN201820285705.6U patent/CN207879350U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364513A (en) * | 2020-03-31 | 2020-07-03 | 中铁第四勘察设计院集团有限公司 | Subway co-construction underground station structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105113543B (en) | 0815 type underground pipe gallery assembling combination cabin concrete structure of shallow embedding | |
| CN101634126A (en) | Ground-road combined comprehensive tunnel for underground pipeline and trolley bus | |
| CN105862913A (en) | Combined construction underground structure of comprehensive pipe rack and road tunnel | |
| CN109944273A (en) | A kind of city tunnel, track traffic regional tunnel and pipe gallery build structure jointly | |
| CN107761763A (en) | A kind of pipe gallery and its application method | |
| CN206680855U (en) | A kind of bridge piping lane dual-purpose case beam | |
| CN207879350U (en) | Shield method roads and tunnels with pipe gallery | |
| CN110258632B (en) | Comprehensive pipe rack pipeline branch port of direct buried outgoing line | |
| CN207499898U (en) | Double-deck fire-fighting life-saving tunnel | |
| CN110295624A (en) | Crossroad underground pedestrian walk and pipe gallery build structure and its construction method jointly | |
| Zhigang et al. | Layout and design techniques of cross section for the large immersed tunnel | |
| CN108842616A (en) | A kind of orbit traffic overhead section channel layout stracture | |
| CN206396792U (en) | A kind of three-way sewage pipe crosses pipe gallery crossover node structure | |
| CN206319337U (en) | Large-scale square tube type Urban Underground comprehensive tunnel | |
| CN208167500U (en) | Piping lane builds structure jointly with overhead | |
| CN108265616A (en) | Piping lane builds structure jointly with overhead | |
| CN109469099A (en) | Assembled underground pipe gallery | |
| CN109296006A (en) | The double-deck assembly concrete pipe gallery | |
| CN109281259A (en) | A kind of sliding sand stop wall and sand wall system | |
| CN209145605U (en) | The round more cabin pipe galleries of shield-tunneling construction | |
| CN208965407U (en) | A kind of orbit traffic overhead section channel layout stracture | |
| CN209227603U (en) | The double-deck assembly concrete pipe gallery | |
| CN106812535A (en) | Circle overlap joint shape shield machine construction interflow regulate and store moldeed depth layer tunnel | |
| JP2007120299A (en) | Traffic system | |
| CN109469490A (en) | The round more cabin pipe galleries of shield-tunneling construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |