CN105971667B - A kind of rich water railway tunnel railway roadbed is risen soil disease control structure and its application method - Google Patents
A kind of rich water railway tunnel railway roadbed is risen soil disease control structure and its application method Download PDFInfo
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- CN105971667B CN105971667B CN201610574020.9A CN201610574020A CN105971667B CN 105971667 B CN105971667 B CN 105971667B CN 201610574020 A CN201610574020 A CN 201610574020A CN 105971667 B CN105971667 B CN 105971667B
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 70
- 201000010099 disease Diseases 0.000 title claims abstract description 42
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 title claims abstract description 42
- 239000002689 soil Substances 0.000 title claims abstract description 31
- 238000000034 method Methods 0.000 title claims abstract description 10
- 239000004576 sand Substances 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 claims abstract description 9
- 238000003780 insertion Methods 0.000 claims abstract description 5
- 230000037431 insertion Effects 0.000 claims abstract description 5
- 239000002245 particle Substances 0.000 claims description 6
- 229910001220 stainless steel Inorganic materials 0.000 claims description 6
- 239000010935 stainless steel Substances 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 238000011065 in-situ storage Methods 0.000 claims description 4
- 230000000630 rising effect Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000004745 nonwoven fabric Substances 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 239000003673 groundwater Substances 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 4
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 102000002322 Egg Proteins Human genes 0.000 description 1
- 108010000912 Egg Proteins Proteins 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006837 decompression Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000004681 ovum Anatomy 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 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
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The present invention discloses a kind of rich water railway tunnel railway roadbed and risen soil disease control structure and its application method, including components such as central trench, cobble filter layer, coarse sand filter layer, sump, sump cover plate, spilled water hole and extension springs, described sump is orderly arranged outside each coarse sand filter layer and cobble filter layer, bottom of catchmenting sets spilled water hole, it is built in the sump of tunnel central trench insertion under tunnel inverted arch, and sump cover plate is set in central trench basal surface position, sump cover plate is locked by being arranged at the extension spring for bottom of catchmenting；Using structure of the present invention, in rich water railway tunnel construction process, pre-processed for disease excessive risk location：During the rich water of underground, the water for penetrating into sump reaches after certain pressure that just top opener well cover plate enters central trench side by side automatically, so as to realize the purpose for actively drain underground rich water and release groundwater pressure, reaches and prevents and treats tunnel railway roadbed and rise soil the effect of disease.
Description
Technical field
The invention belongs to Tunnel Engineering technical field, is related to a kind of tunnel defect control structure, more particularly to a kind of rich water
Railway tunnel railway roadbed is risen soil disease control structure and its application method.
Background technology
With the progressively popularization of railway construction in China, the various risks and disease that Concerning Railway Tunnel Construction faces are also further multiple
It is miscellaneous.Because all kinds of factors such as geological conditions, construction technology influence under the railway tunnel railway roadbed of rich groundwater, it is easier to burst and become muddy when a thaw sets in
Mud disease, particularly length are emitted in 6 more than km and lays the tunnel of solid concrete roabed, if occurring this disease during operation, by can not
Cut off traffic, the harsh conditions limitation such as treatment construction window time is short, solid concrete roabed is not easy-maintaining, administer eradicate it is extremely difficult.
Therefore, after fully the origin cause of formation of this disease is grasped, effective design is taken during tunnel construction and is reliably applied
Work measure is prevented, and is the optimal selection for eliminating this disease.Based on above mentioned problem, it is proposed that structure of the present invention, by disease
Evil excessive risk location applies decompression discharge structure in advance, so as to realize the mesh actively drained underground rich water and discharge groundwater pressure
, reach preventing and treating tunnel railway roadbed and rise soil the effect of disease.
The content of the invention
It is an object of the invention to for above-mentioned the deficiencies in the prior art, propose the rich water railway tunnel of set of system
Road railway roadbed is risen soil disease control structure and its application method, is solved underground rich water railway tunnel railway roadbed disease of rising soil and is asked
Topic, realize and actively drain underground water more than needed and release groundwater pressure.
The technical scheme is that：
A kind of rich water railway tunnel railway roadbed is risen soil disease control structure and its application method, including central trench, cobble
Filter layer, coarse sand filter layer, sump, sump cover plate, spilled water hole and extension spring, described sump are orderly arranged outside each
Coarse sand filter layer and cobble filter layer, bottom of catchmenting set spilled water hole, and tunnel is built in the sump of tunnel central trench insertion
Under road inverted arch, and sump cover plate is set in central trench basal surface position, sump cover plate is by being arranged at bottom of catchmenting
Extension spring locks, and construction method is as follows：
（1）, excavate out space needed for total in tunnel inverted arch bottom after, cast in situs and the insertion of tunnel central trench
Sump, and in the pre-buried spilled water hole of surrounding side wall；
（2）, in sump be orderly arranged outside each coarse sand filter layer and cobble filter layer；
（3）, central trench basal surface position install sump cover plate；
（4）, in bottom installation extension spring of catchmenting, extension spring bottom be locked in bottom of catchmenting, tip locks in
Sump cover plate, during the rich water of underground, penetrate into sump water reach certain pressure after can push up opener well cover plate automatically simultaneously
Central trench is discharged into, so as to realize the purpose actively drained underground rich water and discharge groundwater pressure, reaches preventing and treating tunnel railway roadbed and turns over
Slurry emits the effect of mud disease.
As the preferred technical solution of the present invention：
The cobble filter layer is disposed circumferentially sump outermost, and the surrounding width that bankets is 0.5m, and cobble particle diameter is
80~120mm。
For the coarse sand filter layer around being adjacently arranged on the outside of sump, the surrounding width that bankets is 0.5m；Coarse sand particle diameter
For 0.5 ~ 2mm.
The sump and top tunnel central trench one-piece casting, using reinforced concrete structure；Interior headroom size is
The cm of the cm of length × width × height=50 × 60 × 50 cm, wall thickness 25cm.
The sump cover plate is stainless steel trench cover, and physical dimension is cm × 15 of the cm of length × width x thickness=60 × 30
Cm, sump cover plate is fixed in central trench water (flow) direction rear end using bolt, front end and side wall overlap joint and surrounding cohesive position are adopted
Waterproof is wrapped up with sealing rod.
The spilled water hole uses Φ 60mm stainless steel tubes, is embedded in sump surrounding and bottom in advance, and in coarse sand filter layer one
Side head parcel thin wire gauze and non-woven fabrics filter water source, arrangement spacing are 20cm.
The extension spring bottom is locked in bottom of catchmenting, and tip locks are under normal circumstances in sump cover plate
Extended state is tight to ensure cover plate covering, during rich water when water pressure is more than cover plate deadweight and spring tension sum, just
Cover plate can be automatically opened up and realize draining.
Railway roadbed disease control structure of rising soil is equally applicable to similar rich water railway tunnel.
The present invention is as follows using step：
（1）According to the specific hydrogeologic condition of Tunnel Engineering, disease excessive risk location is average at a certain distance in tunnel
Arrangement railway roadbed is risen soil disease control structure；
（2）Railway roadbed disease control structure of rising soil applies step everywhere：1. excavate out whole knot in tunnel inverted arch bottom
Behind space needed for structure, cast in situs sump reinforced concrete structure, poured together with this section of central trench, and it is pre- in surrounding side wall
Bury spilled water hole；2. apply cobble filter layer and coarse sand filter layer successively from outside to inside；3. sump cover plate is installed；4. installation stretching
Spring.
Beneficial effects of the present invention are：
The present invention rises soil disease control structure and its application method for a kind of rich water railway tunnel railway roadbed, by disease
Evil excessive risk location applies drop and drainage structure in advance, so as to realize the mesh actively drained underground rich water and discharge groundwater pressure
, reach preventing and treating tunnel railway roadbed and rise soil the effect of disease.
Brief description of the drawings
Fig. 1：Common double track tunnel central trench structural map of the invention；
Fig. 2：Rich water railway tunnel railway roadbed of the present invention is risen soil disease control structural facades figure；
Fig. 3：Rich water railway tunnel railway roadbed of the present invention is risen soil disease control structural facades drawing；
Fig. 4：Rich water railway tunnel railway roadbed of the present invention is risen soil disease control structural plan figure；
Fig. 5：Rich water railway tunnel railway roadbed of the present invention is risen soil disease control texture edge figure-dry season；
Fig. 6：Rich water railway tunnel railway roadbed of the present invention is risen soil disease control texture edge figure-rainy season；
Fig. 7：Rich water railway tunnel railway roadbed of the present invention is risen soil disease control texture edge drawing-rainy season.
In figure respectively marked as：1-central trench；2-cobble filter layer；3-coarse sand filter layer；4-sump；5-catchment
Manhole cover plate；6-spilled water hole；7-extension spring.Arrow is water (flow) direction in figure.
Embodiment
The present invention is described in further detail below by drawings and examples, but protection scope of the present invention is not limited to
In content described in embodiment.
Embodiment：As shown in figs. 1-7, a kind of rich water railway tunnel railway roadbed is risen soil disease control structure and its user
Method, by central trench 1, cobble filter layer 2, coarse sand filter layer 3, sump 4, sump cover plate 5, spilled water hole 6,7 groups of extension spring
Into.Construction cobble filter layer 2 and coarse sand filter layer 3 carry out underground water deslagging filtering first；Then built under tunnel inverted arch
The sump 4 penetrated with tunnel central trench 1, the bottom of sump 4 sets the draining of spilled water hole 6, and is set in the basal surface position of central trench 1
Sump cover plate 5, sump cover plate 5 are locked by being arranged at the extension spring 7 of the bottom of sump 4；During the rich water of underground, collection is penetrated into
The water of well 4 can push up opener well cover plate 5 automatically after reaching certain pressure and be discharged into central trench 1.Specific setting is as follows：Ovum
Stone filter layer 2 is disposed circumferentially the outermost of sump 4, and the surrounding width that bankets is 0.5m, and cobble particle diameter is 80 ~ 120mm.Coarse sand
For filter layer 3 around being adjacently arranged in the outside of sump 4, the surrounding width that bankets is 0.5m；Coarse sand particle diameter is 0.5 ~ 2mm.Catchment
Well 4 and the one-piece casting of top tunnel central trench 1, using reinforced concrete structure；Interior headroom size is length × width × height=50
The cm of cm × 60 × 50 cm, wall thickness 25cm.Sump cover plate 5 is stainless steel trench cover, and physical dimension is length × width x thickness=60
cm×30 cm×15 cm.Wherein, cover plate 5 is fixed in the water (flow) direction rear end of central trench 1 using bolt, and front end overlaps with side wall
10cm；The surrounding cohesive position of cover plate 5 is using sealing rod parcel waterproof.Spilled water hole 6 uses Φ 60mm stainless steel tubes, is embedded in catchments in advance
The surrounding of well 4 and bottom, and thin wire gauze and non-woven fabrics filter water source are wrapped up in the side termination of coarse sand filter layer 3, arrangement spacing is
20cm.The bottom of extension spring 7 is locked in the bottom of sump 4, and tip locks are in sump cover plate 5, under normal circumstances in stretching
State is to ensure that cover plate 5 covers tightly, when water pressure is conducted oneself with dignity more than cover plate 5 and during 7 pulling force sum of spring during rich water,
Automatically open up cover plate and realize draining.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (8)
- Disease control structure, including central trench 1. a kind of rich water railway tunnel railway roadbed is risen soil（1）, cobble filter layer（2）, it is thick Sand filter layer（3）, sump（4）, sump cover plate（5）, spilled water hole（6）And extension spring（7）, it is characterised in that：Described Sump（4）It is orderly arranged outside each coarse sand filter layer（3）And cobble filter layer（2）, sump（4）Bottom sets spilled water hole（6）, With tunnel central trench（1）The sump of insertion（4）It is built under tunnel inverted arch, and in central trench（1）Basal surface position sets collection Well cover plate（5）, sump cover plate（5）By being arranged at sump（4）The extension spring of bottom（7）Locking, as follows Construction：（1）, excavate out space needed for total in tunnel inverted arch bottom after, cast in situs and tunnel central trench（1）Insertion Sump（4）, and in the pre-buried spilled water hole of surrounding side wall（6）；（2）, in sump（4）It is orderly arranged outside each coarse sand filter layer（3）And cobble filter layer（2）；（3）, in central trench（1）Basal surface position installs sump cover plate（5）；（4）, in sump（4）Bottom is installed by extension spring（7）, extension spring（7）Bottom is locked in sump（4）Bottom, top End is locked in sump cover plate（5）, when water pressure is more than sump cover plate during rich water（5）Deadweight and extension spring（7）Draw During power sum, sump cover plate is automatically opened up（5）Water is discharged into central trench（1）.
- The disease control structure 2. rich water railway tunnel railway roadbed according to claim 1 is risen soil, it is characterised in that：It is described Cobble filter layer（2）It is disposed circumferentially sump（4）Outermost, the surrounding width that bankets is 0.5m, and cobble particle diameter is 80 ~ 120mm。
- The disease control structure 3. rich water railway tunnel railway roadbed according to claim 1 is risen soil, it is characterised in that：It is described Coarse sand filter layer（3）It surround and is adjacently arranged in sump（4）Outside, the surrounding width that bankets is 0.5m；Coarse sand particle diameter be 0.5 ~ 2mm。
- The disease control structure 4. rich water railway tunnel railway roadbed according to claim 1 is risen soil, it is characterised in that：It is described Sump（4）With top tunnel central trench（1）Formed using reinforced concrete whole-casting；Interior headroom size is length × width × height The cm of=50 cm × 60 × 50 cm, wall thickness 25cm.
- The disease control structure 5. rich water railway tunnel railway roadbed according to claim 1 is risen soil, it is characterised in that：It is described Sump cover plate（5）For stainless steel trench cover, physical dimension is the cm of the cm of the cm of length × width x thickness=60 × 30 × 15；Water collecting well cover Plate（5）In tunnel central trench（1）Water (flow) direction rear end is fixed using bolt, front end and side wall overlap joint and surrounding cohesive position use Sealing rod wraps up waterproof.
- The disease control structure 6. rich water railway tunnel railway roadbed according to claim 1 is risen soil, it is characterised in that：It is described Spilled water hole（6）Using Φ 60mm stainless steel tubes, sump is embedded in advance（4）Surrounding and bottom, and in coarse sand filter layer（3）One side Head parcel thin wire gauze and non-woven fabrics filter water source, arrangement spacing are 20cm.
- The disease control structure 7. rich water railway tunnel railway roadbed according to claim 1 is risen soil, it is characterised in that：It is described Extension spring（7）Bottom is locked in sump（4）Bottom, tip locks are in sump cover plate（5）, under normal circumstances in stretching State is to ensure sump cover plate（5）Covering is tight, when water pressure is more than sump cover plate during rich water（5）Deadweight and spring （7）During pulling force sum, just automatically open up sump cover plate and realize draining.
- The application method of disease control structure 8. rich water railway tunnel railway roadbed according to claim 1 is risen soil, it is special Sign is that step is as follows：（1）According to the specific hydrogeologic condition of Tunnel Engineering, disease excessive risk location is averagely arranged at a certain distance in tunnel Railway roadbed is risen soil disease control structure；（2）Railway roadbed disease control structure of rising soil applies step everywhere：1. excavate out total institute in tunnel inverted arch bottom After needing space, cast in situs sump reinforced concrete structure, poured together with this section of central trench, and let out in surrounding side wall is pre-buried Water hole；2. apply cobble filter layer and coarse sand filter layer successively from outside to inside；3. sump cover plate is installed；4. installation stretching bullet Spring.
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| CN201610574020.9A CN105971667B (en) | 2016-07-20 | 2016-07-20 | A kind of rich water railway tunnel railway roadbed is risen soil disease control structure and its application method |
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| CN201610574020.9A CN105971667B (en) | 2016-07-20 | 2016-07-20 | A kind of rich water railway tunnel railway roadbed is risen soil disease control structure and its application method |
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| CN105971667B true CN105971667B (en) | 2018-02-02 |
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|---|---|---|---|---|
| CN106968712B (en) * | 2017-05-12 | 2023-06-09 | 西南交通大学 | Drainage Structure and Construction Method of Tunnel Bottom in Water-rich Stratum |
| CN107503364A (en) * | 2017-09-26 | 2017-12-22 | 中国科学院武汉岩土力学研究所 | Underground water depressurizes drainage arrangement and underground water decompression drainage system |
| CN108131162B (en) * | 2018-02-11 | 2023-06-13 | 中铁二院工程集团有限责任公司 | Tunnel drainage device and tunnel integral ballast bed |
| CN108755722A (en) * | 2018-08-18 | 2018-11-06 | 中铁二院昆明勘察设计研究院有限责任公司 | The drainage arrangement and water discharge method in tunnel and underground structure |
| 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 |
| CN109973147B (en) * | 2019-03-08 | 2020-05-22 | 中铁十九局集团第三工程有限公司 | Construction method of highway tunnel drainage ditch |
| CN111271118B (en) * | 2020-03-30 | 2024-06-04 | 中铁二院工程集团有限责任公司 | Drainage structure suitable for reconstruction of karst tunnel bottom structure and construction method thereof |
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2016
- 2016-07-20 CN CN201610574020.9A patent/CN105971667B/en active Active
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Inventor after: Ding Wenyun Inventor after: Li Guimin Inventor after: Wu Rongbing Inventor after: Yang Jinjing Inventor after: Zheng Gangqiang Inventor after: Guo Yongfa Inventor after: Li Guanghui Inventor after: Yin Hongbo Inventor after: Xu Tao Inventor after: Luo Yunfei Inventor after: Luo Shengli Inventor after: Xiao Yonggang Inventor after: Liu Zhengchu Inventor before: Ding Wenyun Inventor before: Wu Rongbing Inventor before: Yang Jinjing Inventor before: Zheng Gangqiang Inventor before: Guo Yongfa Inventor before: Yang Xiang Inventor before: Luo Yunfei Inventor before: Yin Hongbo Inventor before: Luo Shengli Inventor before: Xiao Yonggang Inventor before: Liu Zhengchu Inventor before: Li Guimin |
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