CN205277449U - Railway shield tunnel end jointly reinforced by horizontal freezing holes and pipe shed - Google Patents
Railway shield tunnel end jointly reinforced by horizontal freezing holes and pipe shed Download PDFInfo
- Publication number
- CN205277449U CN205277449U CN201620064784.9U CN201620064784U CN205277449U CN 205277449 U CN205277449 U CN 205277449U CN 201620064784 U CN201620064784 U CN 201620064784U CN 205277449 U CN205277449 U CN 205277449U
- Authority
- CN
- China
- Prior art keywords
- district
- pipe canopy
- hole
- slip casting
- export
- 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.)
- Expired - Fee Related
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model discloses a railway shield tunnel end jointly reinforced by horizontal freezing holes and pipe shed, distinguish, freeze hole, pipe canopy installing zone, guan peng, pressure release district, pressure release hole and temperature measurement hole including rectangle freezing zone, business turn over hole inner wall, inner wall reinforcing apparatus, waterproof district, slip casting, rectangle freezing zone inboard is provided with business turn over hole wall, install with solid device of inner wall and waterproof district in the business turn over hole inner wall outside, the waterproof district and the slip casting district in the outside are connected, slip casting district inboard is provided with freezes the hole, the slip casting district is connected with pipe canopy installing zone, a tub canopy is installed to pipe canopy installing zone inboard, pipe canopy installing zone is distinguished with outside pressure release and is connected, the pressure release district installs pressure release hole and temperature measurement hole in the inboard, this railway shield tunnel end jointly reinforced by horizontal freezing holes and pipe shed, and simple structure, easy and simple to handle, manufacturing cost reduces, improves work efficiency, increases economic benefits.
Description
Technical field
The utility model relates to a kind of horizontal frozen and pipe canopy joint reinforcement technical field, is specially a kind of horizontal frozen and pipe canopy joint reinforcement metro shield export & import termination.
Background technology
Pipe canopy is mainly used in having in the weak broken wall rock Tunnel Engineering of relatively strict limitation requirement for country rock distortion and surface subsidence, such as weakness, grit stratum and soft rock, talus, shatter belt location camber effect, the pipe canopy of construction supports with front of tunnel heading country rock and is supported for fulcrum with rear country rock in advance, form a beam formula structure, the two forms the shell-like structure around tunnel profile, can effectively suppress wall rock loosening and collapse, reinforce effect, grouting serous fluid is pressed in wall-rock crack through tube wall hole, make loose ground cementing, consolidation, thus improve the physico-mechanical properties of weakness (fragmentation) country rock, enhance country rock from ability to bear, reach the object of reinforcing pipe canopy peripheral rock, annular groove effect, the blast impulse wave traveling of the quick-fried generation of tunnel face and detonation gas expansion are reflected after meeting pipe canopy intensive annular hole slot, absorb or diffraction, greatly reduce surrounding rock failure degree and disturbance scope that negative drawing ripple causes, guarantee construction safety, pipe canopy support rigidity is bigger, as again caved in during construction, the slag that collapses also is drop on the rock slag of Guan Peng top, play shock absorption, even if pipe canopy unstability, its destruction is also slower, freezing technology utilizes artificial cooling technology, make the water freezing in stratum, natural ground is become frozen soil, increase its strength and stability, contacting of isolated underground water and underground works, to carry out the special constructional technique of underground works driving and masonry construction under the protection of freezing wall, its essence is and utilize artificial cooling Iterim Change rock and soil properties with consolidating stratum, freezing wall is a kind of temporary support structures, after permanent supporting is formed, stopping is freezed, melting, geotechnical engineering is freezed Refrigeration Technique and is usually utilized material to turn into gaseous state from liquid state, namely the endothermic thermal event of vaporescence completes, its refrigeration system mainly with ammonia as refrigeration working medium, in order to make ammonia turn into gaseous state from liquid state, liquid state is turned into again from gaseous state, so circulation carries out, whole refrigeration system is by the ammonia recycle system, brine circulation system and cooling water recirculation system 3 systemic circulation are formed, existing Technical comparing is single, respectively there is excellent lacking can not meet different demand.
Practical novel content
The purpose of this utility model is to provide a kind of horizontal frozen and pipe canopy joint reinforcement metro shield export & import termination, to solve in above-mentioned background technology the problem proposed.
For achieving the above object, the utility model provides a kind of horizontal frozen of following technical scheme and pipe canopy joint reinforcement metro shield export & import termination, comprise rectangle and freeze district, export & import inwall, inwall adds fixing apparatus, anti-pool, slip casting district, freezing hole, district installed by pipe canopy, pipe canopy, voltage discharging area, relief hole and thermometer hole, described rectangle freezes to be provided with export & import wall inside district, described export & import inner wall outside is provided with and adds inwall fixing apparatus and anti-pool, described anti-pool is connected with the slip casting district in outside, it is provided with freezing hole inside described slip casting district, described slip casting district installs district with pipe canopy and is connected, described pipe canopy is installed and is provided with pipe canopy inside district, described pipe canopy is installed district and is connected with voltage discharging area, outside, relief hole and thermometer hole are installed inside described voltage discharging area.
Preferably, described thermometer hole is distributed in slip casting district and voltage discharging area.
Preferably, described pipe canopy is provided with altogether 12.
Preferably, described slip casting district, pipe canopy install district and voltage discharging area formation semi-circular structure.
Preferably, described import and export inwall forms hexagonal structure.
Compared with prior art, the beneficial effects of the utility model are: this horizontal frozen and pipe canopy joint reinforcement metro shield export & import end structure are simple, operation easy construction, production cost reduces, freeze and pipe canopy joint reinforcement makes export & import more firm, for subsequent construction improves guarantee, it is to increase working efficiency, increase economic benefit.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
In figure: 1, rectangle freezes district, 2, export & import inwall, 3, inwall add fixing apparatus, 4, anti-pool, 5, slip casting district, 6, freezing hole, 7, pipe canopy district is installed, 8, Guan Peng, 9, voltage discharging area, 10, relief hole, 11, thermometer hole.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described embodiment is only the utility model part embodiment, instead of whole embodiments. Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1, the utility model provides a kind of technical scheme: a kind of horizontal frozen and pipe canopy joint reinforcement metro shield export & import termination, comprise rectangle and freeze district 1, export & import inwall 2, inwall adds fixing apparatus 3, anti-pool 4, slip casting district 5, freezing hole 6, district 7 installed by pipe canopy, pipe canopy 8, voltage discharging area 9, relief hole 10 and thermometer hole 11, rectangle freezes to be provided with inside district 1 export & import inwall 2, export & import inwall 2 forms hexagonal structure, save space like this, inwall is installed outside export & import inwall 2 and adds fixing apparatus 3 and anti-pool 4, anti-pool 4 is connected with the slip casting district 5 in outside, freezing hole 6 it is provided with inside slip casting district 5, slip casting district 5 installs district 7 with pipe canopy and is connected, pipe canopy is installed and is provided with pipe canopy 8 inside district 7, pipe canopy is installed district 7 and is connected with voltage discharging area, outside 9, slip casting district 5, district 7 installed by pipe canopy and voltage discharging area 9 forms semi-circular structure, soil layer on the upside of export & import can be made so more firm, relief hole 10 and thermometer hole 11 are installed inside voltage discharging area 9.
Principle of work: when production level is freezed with pipe canopy joint reinforcement metro shield export & import termination, first, freezing hole 6 will be bored out at soil layer, again pipe canopy 8 is crept into soil layer, bore out relief hole 10, bore out thermometer hole 11, by freezing object from freezing hole 6 slip casting, in soil layer freezing process, volume can become big, being expressed in relief hole 10 by the volume of increase, shield engine starts to excavate, and will be constructed by export & import after having excavated, water-proof material and export & import inwall are installed, thus complete shield structure export & import termination construction process.
Although the utility model being described in detail with reference to previous embodiment; for a person skilled in the art; technical scheme described in foregoing embodiments still can be modified by it; or wherein part technology feature is carried out equivalent replacement; all within spirit of the present utility model and principle; any amendment of being done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (5)
1. a horizontal frozen and pipe canopy joint reinforcement metro shield export & import termination, comprise rectangle and freeze district (1), export & import inwall (2), inwall adds fixing apparatus (3), anti-pool (4), slip casting district (5), freezing hole (6), district (7) installed by pipe canopy, pipe canopy (8), voltage discharging area (9), relief hole (10) and thermometer hole (11), it is characterized in that: described rectangle freezes inner side, district (1) and is provided with export & import inwall (2), described export & import inwall (2) outside is provided with inwall and adds fixing apparatus (3) and anti-pool (4), described anti-pool (4) is connected with the slip casting district (5) in outside, described slip casting district (5) inner side is provided with freezing hole (6), described slip casting district (5) is installed district (7) with pipe canopy and is connected, described pipe canopy is installed inner side, district (7) and is provided with pipe canopy (8), described pipe canopy is installed district (7) and is connected with voltage discharging area, outside (9), inner side, described voltage discharging area (9) is provided with relief hole (10) and thermometer hole (11).
2. a kind of horizontal frozen according to claim 1 and pipe canopy joint reinforcement metro shield export & import termination, it is characterised in that: described thermometer hole (11) is distributed in slip casting district (5) and voltage discharging area (9).
3. a kind of horizontal frozen according to claim 1 and pipe canopy joint reinforcement metro shield export & import termination, it is characterised in that: described pipe canopy (8) is provided with altogether 12.
4. a kind of horizontal frozen according to claim 1 and pipe canopy joint reinforcement metro shield export & import termination, it is characterised in that: described slip casting district (5), pipe canopy install district (7) and voltage discharging area forms semi-circular structure.
5. a kind of horizontal frozen according to claim 1 and pipe canopy joint reinforcement metro shield export & import termination, it is characterised in that: described import and export inwall (2) forms hexagonal structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620064784.9U CN205277449U (en) | 2016-01-17 | 2016-01-17 | Railway shield tunnel end jointly reinforced by horizontal freezing holes and pipe shed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620064784.9U CN205277449U (en) | 2016-01-17 | 2016-01-17 | Railway shield tunnel end jointly reinforced by horizontal freezing holes and pipe shed |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205277449U true CN205277449U (en) | 2016-06-01 |
Family
ID=56062032
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620064784.9U Expired - Fee Related CN205277449U (en) | 2016-01-17 | 2016-01-17 | Railway shield tunnel end jointly reinforced by horizontal freezing holes and pipe shed |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205277449U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104820A (en) * | 2017-11-28 | 2018-06-01 | 安徽理工大学 | Freeze-wellboring freezing hole method for arranging under a kind of big flow velocity groundwater effect |
CN114458316A (en) * | 2021-12-22 | 2022-05-10 | 中国矿业大学 | Prestressed frozen soil composite supporting structure and construction method |
-
2016
- 2016-01-17 CN CN201620064784.9U patent/CN205277449U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104820A (en) * | 2017-11-28 | 2018-06-01 | 安徽理工大学 | Freeze-wellboring freezing hole method for arranging under a kind of big flow velocity groundwater effect |
CN114458316A (en) * | 2021-12-22 | 2022-05-10 | 中国矿业大学 | Prestressed frozen soil composite supporting structure and construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102121395B (en) | Method for integrated comprehensive management of gas in low-permeability single coal bed | |
CN104963334B (en) | Reinforced with slip casting freezing pipe and freeze the construction method that service channel suppresses frozen swell and melt settlement | |
CN108036151B (en) | Protect the construction method of municipal pipeline | |
CN101144384B (en) | Tunnel engineering non-blasting weak disturbance excavating method | |
CN103899323B (en) | A kind of construction method of shield crossing rail yard | |
CN208793021U (en) | A kind of shield tunnel anti-floating control structure | |
CN104653185B (en) | One freezes the adjustable frigo of segment length and freezing method thereof | |
CN105240024B (en) | A kind of method of parallel shield method enlarging construction subway station | |
CN207363665U (en) | A kind of multifunctional tunnel drill pipe | |
CN205975649U (en) | Freezing pipe curtain steel pipe supporting construction | |
CN201407053Y (en) | Support and waterproof structure for metro tunnel of tunnel boring machine construction | |
WO2018068409A1 (en) | Structure underlaid gob area filling expansion bag and construction method | |
CN205260041U (en) | Method of freezing supporting construction is spouted soon to level | |
CN104806253A (en) | Construction method for opening hole between rectangular pipe jacking channels | |
CN206888992U (en) | A kind of water-bed mine shield tunnel combination docking structure form | |
CN205277449U (en) | Railway shield tunnel end jointly reinforced by horizontal freezing holes and pipe shed | |
CN109667540A (en) | A kind of constructing ground source heat pump well process | |
CN106088104A (en) | The construction method of manual pipe jacking associating diaphram wall supporting ultra-deep foundation pit | |
CN110566236A (en) | Pipe shed and steel support combined supporting device and supporting method | |
CN207406345U (en) | Rich water sand-pebble layer shield tunnel end horizontal grouting ruggedized construction | |
CN108979690A (en) | A kind of shield tunnel anti-floating control structure and application method | |
CN105240023A (en) | Method of adopting curved pipe-jacking supporting structure for extension of shield-driven subway station | |
CN204941551U (en) | A kind of subway station of Curve Pipe Jacking supporting and protection structure enlarging shield-tunneling construction | |
CN103527205A (en) | Shield underwater oblique crossing hole entering construction method | |
CN103343531B (en) | Local difficult frozen ground intensified freezing construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160601 Termination date: 20170117 |