CN206530363U - One kind can the outer drainage system of maintenance type railway tunnel bottom structure - Google Patents
One kind can the outer drainage system of maintenance type railway tunnel bottom structure Download PDFInfo
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- CN206530363U CN206530363U CN201620996392.6U CN201620996392U CN206530363U CN 206530363 U CN206530363 U CN 206530363U CN 201620996392 U CN201620996392 U CN 201620996392U CN 206530363 U CN206530363 U CN 206530363U
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Abstract
One kind can the outer drainage system of maintenance type railway tunnel bottom structure, to exclude tunnel bottom ponding in time, effectively prevent the bottom substrate of the local rich water section of rich water tunnel or tunnel from producing disease of rising soil.It includes the prefabricated permeable concrete pipe and horizontal blind pipe being arranged in the outer country rock of tunnel bottom structure, and the longitudinal blind pipe being arranged in the endoporus of prefabricated permeable concrete pipe；The length of the prefabricated permeable concrete pipe is along tunnel Longitudinal extending, and its top has vertical hole that is longitudinally spaced and being communicated with endoporus；The horizontal blind pipe is set along tunnel is longitudinally spaced, and is connected by vertical hole with prefabricated permeable concrete pipe.
Description
Technical field
The utility model is related to tunnel drainage system, and more particularly to one kind can the outer draining system of maintenance type railway tunnel bottom structure
System.
Background technology
The drainage system of current double -coil output is main to be led by ring blind pipe, longitudinal blind pipe, inlet opening, lateral sulcus, transverse direction
Water pipe, central drainage pipe ditch etc. are constituted.Drainage procedure is as follows：The ponding of tunnel arch and side wall lining behind is blind by ring
Pipe, longitudinal blind pipe are discharged into tunnel lateral sulcus；Ponding exceedes the lateral sulcus cross-section of river, then introduces central drainage pipe by horizontal aqueduct
Ditch；Final tunnel internal water accumulation is drained into outside tunnel portal by lateral sulcus and central drainage pipe ditch.Traditional railway tunnel drainage system is set
Meter, the outer ponding of tunnel bottom structure can not be excluded.And a large amount of tunnel bottoms disease case shows, it is to cause that tunnel end liner, which builds outer a large amount of ponding,
The one of the main reasons of tunnel bottom disease.
During railway tunnel operation, under underground water and train load repeated action, if tunnel bottom structure can not with basement rock
Common stress is bonded well, then can cause the change of tunnel bottom structure stress, simultaneously because deformation generation is come to nothing, makes part
Underlying structure is hanging, and its drawing born, shear stress increase, and ultimately results in underlying structure cracking destruction, produces substrate and rises soil
Etc. phenomenon.Heavy haul railway Tunnel Base carries the ringing of big axle heavy train load, is easier base occur during tunnel operation
Bottom is risen soil, side gutter cracking and inverted arch variation etc. a series of diseases.These tunnel bottom diseases can threaten train traffic safety.
Utility model content
Technical problem to be solved in the utility model be to provide one kind can the outer drainage system of maintenance type railway tunnel bottom structure,
To exclude tunnel bottom ponding in time, effectively prevent the bottom substrate of the local rich water section of rich water tunnel or tunnel from producing disease of rising soil
Evil.
It is as follows that the utility model solves the technical scheme that its technical problem used：
One kind of the present utility model can the outer drainage system of maintenance type railway tunnel bottom structure, it is characterized in that：It includes being arranged at
Prefabricated permeable concrete pipe and horizontal blind pipe in the outer country rock of tunnel bottom structure, and it is arranged at the endoporus of prefabricated permeable concrete pipe
In longitudinal blind pipe；The length of the prefabricated permeable concrete pipe along tunnel Longitudinal extending, its top have it is longitudinally spaced and with
The vertical hole that endoporus is communicated；The horizontal blind pipe is set along tunnel is longitudinally spaced, and by vertical hole and prefabricated pervious concrete
Pipe is connected.
Vertical duct is provided with along tunnel is longitudinally spaced on longitudinal blind pipe, the position of each vertical duct is relative with inspection shaft
Should, its upper end is connected in inspection shaft, and lower end is connected with longitudinal blind pipe.
The beneficial effects of the utility model are that the outer ponding of tunnel bottom structure passes through in horizontal blind pipe ejectment to permeable concrete pipe
Or directly in seepage flow to permeable concrete pipe, subsequently into longitudinal blind pipe, be directly discharged outside Tunnel or again by ejectment to horizontal stroke
The drainage channels such as hole, drain cavern, exclude tunnel bottom ponding in time, effectively prevent the bottom base of the local rich water section of rich water tunnel or tunnel
Bottom produces disease of rising soil；When permeable concrete pipe internal water accumulation hydraulic pressure is higher, ponding can drain into inspection shaft by vertical duct
It is interior；Periodically apply water under high pressure in vertical duct, longitudinal blind pipe, permeable mixed mud pipe can be safeguarded, blocked to prevent drainage channel；
Longitudinal drainage foundation trench excavated volume is small, drainage system simple installation, quick, saves construction costs.
Brief description of the drawings
This specification includes following eight width accompanying drawing：
Fig. 1 be the utility model it is a kind of can the outer drainage system of maintenance type railway tunnel bottom structure sectional drawing；
Fig. 2 is that the utility model is a kind of can prefabricated permeable concrete pipe in the outer drainage system of maintenance type railway tunnel bottom structure
Cross-sectional view；
Fig. 3 a are that the utility model one kind can prefabricated permeable concrete pipe in the outer drainage system of maintenance type railway tunnel bottom structure
Skiagraph；
Fig. 3 b are that the utility model one kind can prefabricated permeable concrete pipe in the outer drainage system of maintenance type railway tunnel bottom structure
Skiagraph (the contiguous prefabricated pervious concrete pipe unit corresponding with inspection shaft)；
Fig. 4 be the utility model it is a kind of can in the outer drainage system of maintenance type railway tunnel bottom structure longitudinal blind pipe structural representation
Figure；
Fig. 5 is the profile of the line B-B along along Fig. 4；
Fig. 6 be the utility model it is a kind of can in the outer drainage system of maintenance type railway tunnel bottom structure horizontal blind pipe structural representation
Figure；
Fig. 7 is the profile of the line C-C along along Fig. 6.
Component and corresponding mark are shown in figure：Secondary lining inverted arch section 10, inverted arch of primary support section 11, inverted arch packed layer
12, central drainage pipe ditch 13, inspection shaft 14, prefabricated permeable concrete pipe 20, endoporus 21, vertical hole 22, the first geotechnological layer of cloth 23,
Half vertical hole 24, longitudinal blind pipe 30, the second geotechnological layer of cloth 31, the first three-way connection 32, horizontal blind pipe 40, left side transverse direction blind pipe list
First 40a, right side transverse direction blind pipe unit 40b, the 3rd geotechnological layer of cloth 41, the second three-way connection 42, vertical duct 50.
Embodiment
The utility model is further illustrated with reference to the accompanying drawings and examples.
Reference picture 1, tunnel bottom structure generally includes secondary lining inverted arch section 10 and inverted arch of primary support section 11, inverted arch packed layer
12 are filled on secondary lining inverted arch section 10, and central drainage pipe ditch 13 is set in inverted arch packed layer 12, and along between tunnel longitudinal direction
Every setting inspection shaft 14.
Reference picture 1, Fig. 2 and Fig. 3 a, one kind of the present utility model can the outer drainage system of maintenance type railway tunnel bottom structure include
Prefabricated permeable concrete pipe 20 and horizontal blind pipe 40 in the outer country rock of tunnel bottom structure are arranged at, and is arranged at prefabricated permeable coagulation
Longitudinal blind pipe 30 in the endoporus 21 of native pipe 20.The length of the prefabricated permeable concrete pipe 20 is along tunnel Longitudinal extending, thereon
Portion has vertical hole 22 that is longitudinally spaced and being communicated with endoporus 21.The horizontal blind pipe 40 is set along tunnel is longitudinally spaced, and warp
Vertical hole 22 is crossed to be connected with prefabricated permeable concrete pipe 20.The outer ponding of tunnel bottom structure is by the horizontal ejectment of blind pipe 40 to permeable
In pipe of concrete 20 or directly in seepage flow to permeable concrete pipe 20, subsequently into longitudinal blind pipe 30, Tunnel is directly discharged
Outside or again by ejectment to drainage channels such as horizontal hole, drain caverns, tunnel bottom ponding is excluded in time, effectively prevents rich water tunnel or tunnel office
The bottom substrate of portion's rich water section produces disease of rising soil.
On reference picture 1 and Fig. 4, longitudinal blind pipe 30 vertical duct 50, each vertical duct 50 are provided with along tunnel is longitudinally spaced
Position it is corresponding with inspection shaft 14, its upper end is connected in inspection shaft 14, and lower end is connected with longitudinal blind pipe 30.When permeable mixed
When the solidifying soil internal water accumulation hydraulic pressure of pipe 20 is higher, ponding can be drained into inspection shaft 14 by vertical duct 50.Periodically apply in vertical duct 50
Water under high pressure, can be safeguarded to longitudinal blind pipe 30, permeable concrete pipe 20, be blocked to prevent drainage channel.
Reference picture 2, by prefabricated pervious concrete pipe unit, longitudinally docking is formed the prefabricated permeable concrete pipe 20, is anti-
Only silt particle enters in endoporus 21, the geotechnological layer of cloth 23 of its tube wall outer covering first.Reference picture 3a, vertical hole 22 is disposed on prefabricated
On pervious concrete pipe unit.Reference picture 3b, for ease of the installation of vertical duct 50, corresponding adjacent two prefabricated of inspection shaft 14
The end of water coagulation soil pipe unit then sets half vertical hole 24.
Reference picture 4 and Fig. 5, longitudinal blind pipe 30 is by passing through two pass joints or the docking of the longitudinal direction of the first three-way connection 32
Longitudinal blind pipe unit is formed, the geotechnological layer of cloth 31 of its tube wall outer covering second.First three-way connection 32 is arranged on half vertical hole
24 adjacent two prefabricated permeable concrete pipe unit end.The first three-way connection 32 is being set with the corresponding position of inspection shaft 14, with
It is convenient to connect adjacent two longitudinal blind pipe units and vertical duct 50.
Reference picture 6 and Fig. 7, to prevent silt particle from entering, the geotechnological layer of cloth 41 of tube wall outer covering the 3rd of the horizontal blind pipe 40.
The horizontal blind pipe 40 is generally horizontal by the horizontal blind pipe unit 40a in left side by the docking of the longitudinal direction of the second three-way connection 42, right side
Blind pipe unit 40b is constituted, and the lower end interface of the second three-way connection 42 inserts corresponding vertical hole 22.
The utility model described above that simply explains through diagrams is a kind of can the outer drainage system of maintenance type railway tunnel bottom structure
Some principles, are not intended to the utility model being confined in shown and described concrete structure and the scope of application, therefore every institute
Corresponding modification and the equivalent being utilized are possible to, the apllied the scope of the claims of the utility model is belonged to.
Claims (6)
1. one kind can the outer drainage system of maintenance type railway tunnel bottom structure, it is characterized in that：It includes being arranged at the outer country rock of tunnel bottom structure
In prefabricated permeable concrete pipe (20) and horizontal blind pipe (40), and be arranged at the endoporus of prefabricated permeable concrete pipe (20)
(21) longitudinal blind pipe (30) in；The length of the prefabricated permeable concrete pipe (20) is along tunnel Longitudinal extending, and its top has
Vertical hole (22) that is longitudinally spaced and being communicated with endoporus (21)；The horizontal blind pipe (40) is set along tunnel is longitudinally spaced, and warp
Vertical hole (22) is crossed with prefabricated permeable concrete pipe (20) to be connected.
2. one kind as claimed in claim 1 can the outer drainage system of maintenance type railway tunnel bottom structure, it is characterized in that：The longitudinal direction is blind
Vertical duct (50) is provided with along tunnel is longitudinally spaced on pipe (30), the position of each vertical duct (50) is corresponding with inspection shaft (14),
Its upper end is connected in inspection shaft (14), and lower end is connected with longitudinal blind pipe (30).
3. one kind as claimed in claim 2 can the outer drainage system of maintenance type railway tunnel bottom structure, it is characterized in that：It is described prefabricated
By prefabricated pervious concrete pipe unit, longitudinally docking is formed water coagulation soil pipe (20), the geotechnological layer of cloth of its tube wall outer covering first
(23), vertical hole (22) is disposed on prefabricated pervious concrete pipe unit, and adjacent two corresponding with inspection shaft (14) are pre-
The end of pervious concrete pipe unit processed then sets half vertical hole (24).
4. one kind as claimed in claim 3 can the outer drainage system of maintenance type railway tunnel bottom structure, it is characterized in that：The longitudinal direction is blind
Pipe (30) is formed by the longitudinal blind pipe unit longitudinally docked by two pass joints or the first three-way connection (32), and its tube wall is cladded with
The geotechnological layer of cloth (31) of lid second；First three-way connection (32) is arranged on the adjacent two prefabricated permeable coagulation with half vertical hole (24)
Native pipe unit end.
5. one kind as claimed in claim 1 can the outer drainage system of maintenance type railway tunnel bottom structure, it is characterized in that：The transverse direction is blind
Manage the geotechnological layer of cloth (41) of tube wall outer covering the 3rd of (40).
6. one kind as claimed in claim 1 can the outer drainage system of maintenance type railway tunnel bottom structure, it is characterized in that：The transverse direction is blind
(40) are managed by the horizontal blind pipe unit (40a) in the left side longitudinally docked by the second three-way connection (42), the horizontal blind pipe unit in right side
(40b) is constituted, and the lower end interface of the second three-way connection (42) inserts corresponding vertical hole (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620996392.6U CN206530363U (en) | 2016-08-30 | 2016-08-30 | One kind can the outer drainage system of maintenance type railway tunnel bottom structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620996392.6U CN206530363U (en) | 2016-08-30 | 2016-08-30 | One kind can the outer drainage system of maintenance type railway tunnel bottom structure |
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| Publication Number | Publication Date |
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| CN206530363U true CN206530363U (en) | 2017-09-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620996392.6U Active CN206530363U (en) | 2016-08-30 | 2016-08-30 | One kind can the outer drainage system of maintenance type railway tunnel bottom structure |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316940A (en) * | 2018-01-10 | 2018-07-24 | 河海大学 | For alleviating the pipeline and enter flow through shaft connected structure that deep tunnel trapped air mass is discharged |
| CN108533317A (en) * | 2018-05-07 | 2018-09-14 | 中铁工程设计咨询集团有限公司 | A kind of tunnel bottom discharge structure |
| CN108757027A (en) * | 2018-05-23 | 2018-11-06 | 中铁二院工程集团有限责任公司 | Multi-functional lobby water system in a kind of tunnel |
| CN108843387A (en) * | 2018-07-23 | 2018-11-20 | 中铁第四勘察设计院集团有限公司 | A kind of bridge tunnel abutting lot tunnel portal drainage system |
| CN109441489A (en) * | 2018-12-29 | 2019-03-08 | 中国铁路设计集团有限公司 | A kind of buried Central drain supporting construction in tunnel and construction method for supporting |
| CN109681240A (en) * | 2019-01-30 | 2019-04-26 | 中铁二院工程集团有限责任公司 | Tunnel-liner water pressure monitoring system osmometer mounting device and installation method |
| CN114855846A (en) * | 2022-06-08 | 2022-08-05 | 贵州建工兴印建筑工程有限公司 | Underground seepage-proofing pressure-reducing anti-floating blind pipe structure and construction method thereof |
-
2016
- 2016-08-30 CN CN201620996392.6U patent/CN206530363U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316940A (en) * | 2018-01-10 | 2018-07-24 | 河海大学 | For alleviating the pipeline and enter flow through shaft connected structure that deep tunnel trapped air mass is discharged |
| CN108316940B (en) * | 2018-01-10 | 2019-10-11 | 河海大学 | For alleviating the pipeline of deep tunnel trapped air mass discharge and entering flow through shaft connected structure |
| CN108533317A (en) * | 2018-05-07 | 2018-09-14 | 中铁工程设计咨询集团有限公司 | A kind of tunnel bottom discharge structure |
| CN108757027A (en) * | 2018-05-23 | 2018-11-06 | 中铁二院工程集团有限责任公司 | Multi-functional lobby water system in a kind of tunnel |
| CN108757027B (en) * | 2018-05-23 | 2023-11-21 | 中铁二院工程集团有限责任公司 | Multifunctional drainage system in tunnel |
| CN108843387A (en) * | 2018-07-23 | 2018-11-20 | 中铁第四勘察设计院集团有限公司 | A kind of bridge tunnel abutting lot tunnel portal drainage system |
| CN109441489A (en) * | 2018-12-29 | 2019-03-08 | 中国铁路设计集团有限公司 | A kind of buried Central drain supporting construction in tunnel and construction method for supporting |
| CN109441489B (en) * | 2018-12-29 | 2024-04-05 | 中国铁路设计集团有限公司 | Tunnel deep-buried central ditch supporting structure and supporting construction method |
| CN109681240A (en) * | 2019-01-30 | 2019-04-26 | 中铁二院工程集团有限责任公司 | Tunnel-liner water pressure monitoring system osmometer mounting device and installation method |
| CN109681240B (en) * | 2019-01-30 | 2024-03-12 | 中铁二院工程集团有限责任公司 | Device and method for installing osmometer of tunnel lining water pressure monitoring system |
| CN114855846A (en) * | 2022-06-08 | 2022-08-05 | 贵州建工兴印建筑工程有限公司 | Underground seepage-proofing pressure-reducing anti-floating blind pipe structure and construction method thereof |
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