CN104314601A - Natural ventilation tunnel structure - Google Patents
Natural ventilation tunnel structure Download PDFInfo
- Publication number
- CN104314601A CN104314601A CN201410662948.3A CN201410662948A CN104314601A CN 104314601 A CN104314601 A CN 104314601A CN 201410662948 A CN201410662948 A CN 201410662948A CN 104314601 A CN104314601 A CN 104314601A
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- Prior art keywords
- tunnel
- ventilating shaft
- natural ventilation
- shaft
- air outlet
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- 238000009423 ventilation Methods 0.000 title claims abstract description 54
- 238000002955 isolation Methods 0.000 claims abstract description 25
- 239000002689 soil Substances 0.000 claims description 2
- 239000002912 waste gas Substances 0.000 abstract description 6
- 238000005192 partition Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000007599 discharging Methods 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000005399 mechanical ventilation Methods 0.000 description 2
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 238000003915 air pollution Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000003500 flue dust Substances 0.000 description 1
- 239000003517 fume Substances 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000505 pernicious effect Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F1/00—Ventilation of mines or tunnels; Distribution of ventilating currents
- E21F1/003—Ventilation of traffic tunnels
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/14—Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F1/00—Ventilation of mines or tunnels; Distribution of ventilating currents
- E21F1/18—Gravity flow ventilation
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Ventilation (AREA)
Abstract
The invention discloses a natural ventilation tunnel structure. The natural ventilation tunnel structure comprises a tunnel body and a plurality of ventilation wells. The ventilation wells are arranged at intervals in the length direction of the tunnel body. Air inlets of the ventilation wells are communicated with the top wall of the tunnel body. Each ventilation well is provided with an air outlet. The air outlets are formed in a road middle isolation strip on the ground above the tunnel body, and the air outlets are formed at intervals in the length direction of the road middle isolation strip. According to the natural ventilation tunnel structure, the problem that ventilation wells of long and large tunnels, especially urban tunnels, are hard to arrange is solved, natural ventilation of the tunnel is effectively achieved, and the building and operating cost of the tunnel is saved. Meanwhile, disperse exhausting of waste gas can be achieved through the exhaust structure capable of breaking up the whole into parts, and pollution and influence of centralized exhausting to the environment are greatly reduced.
Description
Technical field
The present invention relates to tunnel ventilation Structure type, be specifically related to a kind of tunnel structure being applicable to major long tunnel natural ventilation.
Background technology
In tunnel, the vehicle travelled constantly can discharge harmful exhaust and flue dust, harm will be brought to driver and conductor when the harmful exhaust discharged and dust concentration exceed certain value, affect healthy and traffic safety, therefore in tunnel, the good air conditions of maintenance is the necessary condition of traffic safety, and the object of ventilating is that pernicious gas in tunnel or pollutant are reduced to below allowable concentration, to ensure safety and the comfortableness of running car, this is a major criterion of tunnel service level.
Tunnel ventilation mode generally has two kinds: natural ventilation and mechanical ventilation.But existing mechanical ventilation has the following disadvantages: one is install ventilation equipment, and tunnel cross-section is higher, and construction costs is large, and in operation stage, its later stage such as plant maintenance and power consumption expense is all very high; Two is at air outlet place, tunnel, and air pollution concentration high concentration, is difficult to meet environmental requirement, and when accommodating resident near tunnel portal, does not then allow tunnel waste gas to concentrate discharge at tunnel portal.
Therefore, in major long tunnel, particularly city tunnel, generally adopts natural ventilation, and does not arrange blower fan.But in concrete building operations, the laying of ventilating shaft due to by various condition as view, nearby residents are opposed, the restriction of planning etc., is often difficult to again find suitable installation position.Therefore, existing tunnel wants to adopt natural ventilating structure, or cost is very high, or is exactly that installation position is unreasonable, and very inharmonious with the view of periphery, What is more, may not realize the effect of natural ventilation in tunnel at all.
Summary of the invention
Because the above-mentioned defect of prior art, the invention provides a kind of tunnel structure of natural ventilation, comprise tunnel body and some ventilating shafts, each described ventilating shaft is arranged along the length direction interval of described tunnel body; The air intake of each described ventilating shaft is through with the roof of described tunnel body respectively; It is characterized in that, described in each, ventilating shaft also has air outlet; Each described air outlet is arranged in the road center isolation strip of the overhead surface of described tunnel body, and each described air outlet is arranged along the length direction interval of described road center isolation strip.During practice of construction, can be as required, offer the air intake of several ventilating shafts at tunnel top near the mid-board place in tunnel, extend ground by the pit shaft of ventilating shaft is oblique, the air outlet of ventilating shaft is communicated with the ventilation opening in road central partition on ground and forms one.In this programme, the large I of air outlet of ventilating shaft is consistent with the size of the ventilation opening of road center isolation strip, can be connected with the some ventilation openings in road center isolation strip by ventilating shaft more easily like this.
Preferably, described ventilating shaft is oblique ventilating shaft, and described in each, the transverse shape of oblique ventilating shaft is parallelogram.This programme adopts the section of parallelogram, is more conducive to inside and outside gas exchanges on a large scale.
Preferably, the aperture widths scope of the air intake of each described ventilating shaft is the single hole span of the Tunnel-hole (tunnel is generally hole, twin tunnel unidirectional tunnel) being less than or equal to homonymy, further, the aperture widths scope of the air outlet of each described ventilating shaft is that the span being less than or equal to road center isolation strip subtracts 2 meters.That is, the aperture widths of the air outlet of ventilating shaft is preferably the value obtained after the span being less than central partition deducts 2m again.Why so arranging, is to protect central partition not to be destroyed better.
Preferably, each pit shaft of described ventilating shaft and the angular range of tunnel roof for being more than or equal to 30 degree, and are less than or equal to 90 degree.The ventilating shaft of this programme adopts and is more than or equal to 30 degree, and is less than or equal to the angle of inclination of 90 degree, more can be conducive to the quick ventilation in tunnel.
Preferably, the wall thickness scope of the pit shaft of described ventilating shaft is 400mm ~ 600mm.Certainly, be only the scope providing a reference, concrete thickness can be determined completely according to actual needs herein.
Preferably, the air outlet of described ventilating shaft elevates above the soil, and described air outlet 500mm ~ 1000mm above ground level.Why so arrange, be to make the waste gas in tunnel discharge more quickly, and exchange with the air in the external world.
Preferably, the area sum of the air intake of described ventilating shaft is more than or equal to 5% of described tunnel top surface area.As the preferred scheme of one, when guaranteeing safe, yes is the bigger the better for the air intake gross area of ventilating shaft.
Preferably, the spacing described in adjacent two between ventilating shaft is for being more than or equal to 10m.Because if be less than 10m, the local collapse on road surface likely can be caused.
Preferably, the air intake of each described ventilating shaft and/or air outlet place are also provided with a blast cap.Described blast cap is for strengthening the effect of air draft or ventilation.Its structure can adopt existing blast cap in prior art to realize.The improvement place of the structure non-invention of described blast cap itself, therefore therefore not to repeat here.
Preferably, the pit shaft outer wall of each described ventilating shaft is also provided with some floors or beam; Described tunnel is the one way traffic city tunnel in hole, twin tunnel.In this programme, the concrete wall thickness of ventilating shaft can determine its thickness according to actual needs such as buried depths, when perforate length is excessive, then should arrange floor or beam according to actual loading, to strengthen the load bearing stength of ventilating shaft.
On the basis meeting this area general knowledge, above-mentioned each optimum condition, can be combined, and obtains each preferred embodiment of the present invention.
Beneficial effect of the present invention:
(1) adopt the mode of natural ventilation of the present invention, save tunnel construction and operation cost.
(2) to be applicable to two holes in the various cross section such as arch, rectangle single, double to straight line or curved tunnel in the present invention.
(3) the present invention efficiently solves the ventilating shaft that major long tunnel (particularly city tunnel) exists for a long time and arranges difficult problem, and make the setting of ventilating shaft and surrounding landscape harmonious.
(4) when longitudinally arranging the ventilating shaft of several forms of the present invention, in tunnel, air and outside air can exchange quickly; And, scattering device the ventilating shaft be connected with the ventilation opening in isolation strip, can " break the whole up into parts " rapid dispersion and discharging waste gas, reduce existing concentrated discharge to the impact of environment.
(5), in addition, when tunnel internal cause generation traffic accident during initiation fire, the present invention also can reduce the harm that smog longitudinally spreads in tunnel always.
Be described further below with reference to the technique effect of accompanying drawing to design of the present invention, concrete structure and generation, to understand object of the present invention, characteristic sum effect fully.
Accompanying drawing explanation
Fig. 1 is the top view in the tunnel of the natural ventilation of a preferred embodiment of the present invention.
Fig. 2 is the top view in the tunnel of the natural ventilation of another preferred embodiment of the present invention.
Fig. 3 is the cross-sectional configuration schematic diagram in the tunnel of natural ventilation in Fig. 1.
Fig. 4 is the cross-sectional configuration schematic diagram in the tunnel of the natural ventilation of present pre-ferred embodiments.
Fig. 5 is the cross-sectional configuration schematic diagram in the tunnel of the natural ventilation of Fig. 2.
Detailed description of the invention
Lift several preferred embodiment below, and come by reference to the accompanying drawings clearlyer intactly the present invention to be described.
Embodiment 1
The object of the invention is to be achieved through the following technical solutions:
In conjunction with the actual conditions of engineering in city, the ventilating shaft in tunnel of the present invention is the ventilating shaft based on ground level road central partition.The design of section form of this ventilating shaft offers the ventilation air intake of one fixed width, and the ventilation opening in the road center isolation strip with resting on the ground oblique by pit shaft is connected, the section parallelogram of ventilating shaft.Be more conducive to rapid air movement like this.The piston blast that this design utilizes vehicle traveling to produce and the negative pressure at the bottom of ventilating shaft realize the natural ventilation in tunnel, therefore can ensure air ambient good in tunnel.
The tunnel of natural ventilation of the present invention is city, highway tunnel, the surface deployment of this tunnel upper has road center isolation strip, some ventilation openings are provided with in this road center isolation strip, this tunnel also comprises the spaced apart ventilating shaft of some total lengths along this road center isolation strip, the air intake of each described ventilating shaft is located at the roof in this tunnel respectively, the air outlet of each described ventilating shaft respectively with each ventilation opening one_to_one corresponding, the air outlet of each ventilating shaft is linked into a whole with the ventilation opening in corresponding road center isolation strip.Particularly, namely along the cross section of described Tunnel-hole, interval is oblique arranges some ventilating shafts, and to make, each ventilating shaft is oblique to be connected with the ventilation opening in road center isolation strip, and the air outlet size of ventilating shaft is consistent with the size of the ventilation opening of road center isolation strip.
In order to ventilation better, described ventilating shaft is oblique ventilating shaft, the cross section parallelogram of this oblique ventilating shaft, but according to construction needs, the perforated area of single ventilating shaft and shape also can change.
Each described ventilating shaft is all connected with the Tunnel-hole of side, place.The air intake of ventilating shaft is opened in the top in tunnel; The air intake of the ventilating shaft described in adjacent two or the clear distance at air outlet interval should be not less than 10m.The pit shaft of ventilating shaft and the angle theta of tunnel roof can be controlled between 30 ° ~ 90 °.
Below for the one way traffic city tunnel in hole, twin tunnel, describe the present invention in detail.
As shown in Figure 1, described tunnel is the one way traffic city tunnel in hole, twin tunnel commonly known in the art, and the section of Tunnel-hole can be the form of structure such as rectangle, arch.Described tunnel comprises: uplink tunnel 1, downlink tunnel 2, up sidewall 3, descending sidewall 4, mid-board 5, road center isolation strip 6, tunnel air intake 7, tunnel air outlet 8; In order to realize object of the present invention, this tunnel is provided with some oblique ventilating shafts 9.Wherein, the installation position of what A1, A2, A3 represented respectively the is air outlet of the spaced oblique ventilating shaft 9 of uplink tunnel; The installation position of what B1, B2, B3 represented respectively the is air outlet of the spaced oblique ventilating shaft 9 of downlink tunnel.
As shown in Figure 3 and Figure 4, the air intake 901 of oblique ventilating shaft 9 in tunnel, left side drives at left side tunnel top that (" left side " herein refers to just for accompanying drawing paper direction, below in like manner), b1 is the single hole span of the Tunnel-hole in left side, b2 is the aperture widths of ventilating shaft, b3 is the width of road center isolation strip 6, require that the aperture widths of oblique ventilating shaft 9 is not more than the single hole span of Tunnel-hole, i.e. b2≤b1, and the span that aperture widths is less than road center isolation strip 6 deducts 2m, i.e. b2≤b3-2m.Adopt the aperture widths of this scope, can guarantee that the overall load-bearing of road is not damaged because of overstocked perforate.Fig. 4 is the structural representation of the air intake of ventilating shaft of the present invention when driveing the top of the Tunnel-hole of the tunnel body 10 on the right side of tunnel, and now, the perforated parameters of the air intake 901 of oblique ventilating shaft 9 is consistent with the requirement of Fig. 3.
As shown in Figure 3 and Figure 4, the wall thickness of the pit shaft of ventilating shaft 9 is preferably h1=400mm ~ 600mm, and concrete thickness also can determine its thickness according to actual needs such as buried depths.Such as, when perforate length is excessive, still floor or beam should be set according to actual loading.Further, the air outlet of pit shaft should stretch out the ground of central partition, and has the height h2 (as shown in Figure 4) that exceeds ground, in practice of construction, h2=500mm ~ 1000mm, to make the waste gas in tunnel discharge more quickly, and exchanges with the air in the external world.
As required, the air intake of several ventilating shafts is offered near mid-board place at tunnel top, and each air intake is obliquely extended in ground road center isolation strip by the pit shaft of ventilating shaft, and be communicated with integral with the corresponding ventilation opening arranged in road central partition on ground.Ventilating shaft can be evenly arranged along length of tunnel direction, and also sectional is arranged.
In addition, single ventilating shaft size, position, cross sectional shape, area etc. can make the change of universal means according to physical condition.Preferably, the gross area sum of the air intake of all ventilating shafts should be not less than 5% of tunnel top area, and the spacing of ventilating shaft should not be less than 10m.
Embodiment 2
The present embodiment is from the different of embodiment 1: the center line of the central partition in the present embodiment and tunnel center line exist and offset and deviant.Fig. 2 and Fig. 5 then illustrates the laying mode of the ventilating shaft of when the center line in road central partition and tunnel is inconsistent (oblique or curve intersection).
See Fig. 2 and Fig. 5, tunnel of the present invention body can be the unidirectional city tunnel in hole, twin tunnel commonly known in the art, and it comprises: uplink tunnel 1, downlink tunnel 2, up sidewall 3, descending sidewall 4, mid-board 5, road center isolation strip 6, tunnel air intake 7, tunnel air outlet 8 etc.The installation position of what A1, A2, A3 represented respectively the is air outlet of the spaced oblique ventilating shaft 9 (as shown in Figure 5) of uplink tunnel; The installation position of what B1, B2, B3 represented respectively the is air outlet of the spaced oblique ventilating shaft 9 (as shown in Figure 5) of downlink tunnel.
The center line of the road center isolation strip 6 in the present embodiment and the deviant b4≤5m of tunnel center line.Now, tunnel total length or segmentation still can adopt mode in embodiment 1 oblique ventilating shaft 9 is set, or also oblique ventilating shaft can be set on other isolation strip.The structure of this ventilating shaft and identical in embodiment 1.
Embodiment 3
The present embodiment is from the different of embodiment 1, and air intake or the air outlet place of each ventilating shaft all can add a blast cap, for strengthening the effect of ventilating and discharging fume.This blast cap is for strengthening the effect of air draft or ventilation.The set-up mode of blast cap and structure all can adopt existing cap structure in prior art to realize.
The other parts of the present embodiment are identical with embodiment 1.
Adopt the present invention, solve the arrangement difficulty of the ventilating shaft in long, large tunnel, particularly city tunnel, not only effectively achieve the natural ventilation in tunnel, also save construction and the operation cost in tunnel, ensure that the safety of construction.
In addition, some ventilating shafts of the present invention are arranged on the top in tunnel evenly and at intervals along the length direction in tunnel.By adopting this structure broken the whole up into parts to disperse discharging waste gas, greatly reducing and concentrating discharge on the pollution of environment and impact.
More than describe each preferred embodiment of the present invention in detail.Should be appreciated that those of ordinary skill in the art just design according to the present invention can make many modifications and variations without the need to creative work.Therefore, all technician in the art, all should by the determined protection domain of claims under this invention's idea on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (10)
1. a tunnel structure for natural ventilation, comprises tunnel body and some ventilating shafts, and each described ventilating shaft is arranged along the length direction interval of described tunnel body; The air intake of each described ventilating shaft is through with the roof of described tunnel body respectively; It is characterized in that, described in each, ventilating shaft also has air outlet; Each described air outlet is arranged in the road center isolation strip of the overhead surface of described tunnel body, and each described air outlet is arranged along the length direction interval of described road center isolation strip.
2. the tunnel structure of natural ventilation as claimed in claim 1, it is characterized in that, described ventilating shaft is oblique ventilating shaft, and described in each, the transverse shape of oblique ventilating shaft is parallelogram.
3. the tunnel structure of natural ventilation as claimed in claim 1, it is characterized in that, the aperture widths scope of the air intake of each described ventilating shaft is the single hole span of the Tunnel-hole being less than or equal to homonymy, further, the aperture widths scope of the air outlet of each described ventilating shaft is that the span being less than or equal to road center isolation strip subtracts 2 meters.
4. the tunnel structure of natural ventilation as claimed in claim 1, it is characterized in that, each pit shaft of described ventilating shaft and the angular range of tunnel roof for being more than or equal to 30 degree, and are less than or equal to 90 degree.
5. the tunnel structure of natural ventilation as claimed in claim 1, it is characterized in that, the wall thickness scope of the pit shaft of described ventilating shaft is 400mm ~ 600mm.
6. the tunnel structure of natural ventilation as claimed in claim 1, it is characterized in that, the air outlet of described ventilating shaft elevates above the soil, and described air outlet 500mm ~ 1000mm above ground level.
7. the tunnel structure of natural ventilation as claimed in claim 1, it is characterized in that, the area sum of the air intake of described ventilating shaft is more than or equal to 5% of described tunnel top surface area.
8. the tunnel structure of natural ventilation as claimed in claim 1, it is characterized in that, the spacing described in adjacent two between ventilating shaft is for being more than or equal to 10m.
9. the tunnel structure of natural ventilation as claimed in claim 1, it is characterized in that, air intake and/or the air outlet place of each described ventilating shaft are also provided with a blast cap.
10. as the tunnel structure of the natural ventilation in claim 1 ~ 9 as described in any one, it is characterized in that, the pit shaft outer wall of each described ventilating shaft is also provided with some floors or beam; Described tunnel is the one way traffic city tunnel in hole, twin tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410662948.3A CN104314601A (en) | 2014-11-19 | 2014-11-19 | Natural ventilation tunnel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410662948.3A CN104314601A (en) | 2014-11-19 | 2014-11-19 | Natural ventilation tunnel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104314601A true CN104314601A (en) | 2015-01-28 |
Family
ID=52369896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410662948.3A Pending CN104314601A (en) | 2014-11-19 | 2014-11-19 | Natural ventilation tunnel structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN104314601A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895579A (en) * | 2015-06-17 | 2015-09-09 | 上海市城市建设设计研究总院 | Energy-saving underground road structure |
| CN105863712A (en) * | 2016-06-12 | 2016-08-17 | 中铁上海工程局集团有限公司 | Vertical honeycomb type tunnel ventilation device |
| CN106523016A (en) * | 2017-01-09 | 2017-03-22 | 河北工程大学 | Tunnel ventilation system convenient to construct |
| CN107060863A (en) * | 2017-01-05 | 2017-08-18 | 深圳市市政设计研究院有限公司 | A kind of subway tunnel relief hole blast control method and system |
| CN108533307A (en) * | 2018-06-14 | 2018-09-14 | 上海市城市建设设计研究总院（集团）有限公司 | The top shaft structure and its setting method in gravity-flow ventilation tunnel |
| CN111305892A (en) * | 2020-03-30 | 2020-06-19 | 中国十九冶集团有限公司 | Auxiliary tunnel wind power gas discharge system and method |
| CN111305893A (en) * | 2020-03-30 | 2020-06-19 | 中国十九冶集团有限公司 | System and method for discharging gas in horizontal guide pipe |
| CN111456754A (en) * | 2020-04-05 | 2020-07-28 | 中铁二院工程集团有限责任公司 | Auxiliary tunnel structure for left-right separation tunnel and construction method thereof |
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| CN1086874A (en) * | 1993-06-24 | 1994-05-18 | 陆建衡 | Underground fast traffic net structure |
| CN101275468A (en) * | 2008-04-11 | 2008-10-01 | 南京市建设委员会 | City tunnel shaft type natural ventilation and smoke-discharging proof method |
| WO2011030997A1 (en) * | 2009-09-11 | 2011-03-17 | Lee Hak Soo | Tunnel air-exchange device using a natural air-exchange method |
| CN203452830U (en) * | 2013-08-27 | 2014-02-26 | 上海市政工程设计研究总院（集团）有限公司 | Tunnel natural ventilation cooling structure |
| CN204238968U (en) * | 2014-11-19 | 2015-04-01 | 上海市城市建设设计研究总院 | The tunnel structure of natural ventilation |
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2014
- 2014-11-19 CN CN201410662948.3A patent/CN104314601A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1086874A (en) * | 1993-06-24 | 1994-05-18 | 陆建衡 | Underground fast traffic net structure |
| CN101275468A (en) * | 2008-04-11 | 2008-10-01 | 南京市建设委员会 | City tunnel shaft type natural ventilation and smoke-discharging proof method |
| WO2011030997A1 (en) * | 2009-09-11 | 2011-03-17 | Lee Hak Soo | Tunnel air-exchange device using a natural air-exchange method |
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| CN204238968U (en) * | 2014-11-19 | 2015-04-01 | 上海市城市建设设计研究总院 | The tunnel structure of natural ventilation |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895579A (en) * | 2015-06-17 | 2015-09-09 | 上海市城市建设设计研究总院 | Energy-saving underground road structure |
| CN105863712A (en) * | 2016-06-12 | 2016-08-17 | 中铁上海工程局集团有限公司 | Vertical honeycomb type tunnel ventilation device |
| CN107060863A (en) * | 2017-01-05 | 2017-08-18 | 深圳市市政设计研究院有限公司 | A kind of subway tunnel relief hole blast control method and system |
| CN106523016A (en) * | 2017-01-09 | 2017-03-22 | 河北工程大学 | Tunnel ventilation system convenient to construct |
| CN108533307A (en) * | 2018-06-14 | 2018-09-14 | 上海市城市建设设计研究总院（集团）有限公司 | The top shaft structure and its setting method in gravity-flow ventilation tunnel |
| CN111305892A (en) * | 2020-03-30 | 2020-06-19 | 中国十九冶集团有限公司 | Auxiliary tunnel wind power gas discharge system and method |
| CN111305893A (en) * | 2020-03-30 | 2020-06-19 | 中国十九冶集团有限公司 | System and method for discharging gas in horizontal guide pipe |
| CN111456754A (en) * | 2020-04-05 | 2020-07-28 | 中铁二院工程集团有限责任公司 | Auxiliary tunnel structure for left-right separation tunnel and construction method thereof |
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Application publication date: 20150128 |