CN212225230U - Left-right separation tunnel auxiliary tunnel structure - Google Patents

Left-right separation tunnel auxiliary tunnel structure Download PDF

Info

Publication number
CN212225230U
CN212225230U CN202020483982.5U CN202020483982U CN212225230U CN 212225230 U CN212225230 U CN 212225230U CN 202020483982 U CN202020483982 U CN 202020483982U CN 212225230 U CN212225230 U CN 212225230U
Authority
CN
China
Prior art keywords
tunnel
auxiliary
reinforced concrete
partition wall
gallery
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202020483982.5U
Other languages
Chinese (zh)
Inventor
王若晨
邸成
周跃峰
林本涛
朱勇
喻渝
陈锡武
黄华
张磊
郑伟
朱宏
殷召念
熊国兴
姜波
范磊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway Eryuan Engineering Group Co Ltd CREEC
Original Assignee
China Railway Eryuan Engineering Group Co Ltd CREEC
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Railway Eryuan Engineering Group Co Ltd CREEC filed Critical China Railway Eryuan Engineering Group Co Ltd CREEC
Priority to CN202020483982.5U priority Critical patent/CN212225230U/en
Application granted granted Critical
Publication of CN212225230U publication Critical patent/CN212225230U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

A left-right partition tunnel auxiliary tunnel structure is used for improving the utilization rate of a single auxiliary tunnel during operation and reducing the number of auxiliary tunnels of a rescue station section, so that the problem of difficulty in site selection of the auxiliary tunnels in a complex and hard mountainous area is solved, the engineering scale is reduced, and the engineering cost is reduced. The lining structure of the tunnel auxiliary gallery is composed of an arch wall primary supporting structure, an arch wall molded lining structure and a bottom plate structure, a reinforced concrete vertical partition wall for dividing the section of the tunnel auxiliary gallery into a personnel evacuation channel and a smoke exhaust channel is arranged in the tunnel auxiliary gallery, the upper end of the reinforced concrete vertical partition wall is fixedly connected with the arch crown part of the arch wall molded lining structure, and the lower end of the reinforced concrete vertical partition wall is fixedly connected with the bottom plate structure. The buried rubber waterstop is buried in the longitudinal construction joint of the reinforced concrete vertical partition wall.

Description

Left-right separation tunnel auxiliary tunnel structure
Technical Field
The utility model relates to a technical field is built to supplementary gallery in railway tunnel, highway tunnel, in particular to be used for disaster prevention rescue's supplementary gallery structure during operation.
Background
Since twenty-first century, along with the high-speed development of railway construction in China, high-standard double-track railways with the speed of 200km per hour are increasingly constructed, particularly in mountainous areas in the middle and western regions, line extension is limited by various factors such as large curve radius, complex terrain and geological conditions and the like, the scale of the tunnel is rapidly increased, the number of long and large mountain tunnels is increased, and meanwhile, the requirements of the long tunnel on auxiliary tunnels are increased by considering factors such as construction period, operational maintenance, disaster prevention, evacuation and rescue and the like.
In a conventional disaster prevention evacuation rescue project, particularly a repair-combined emergency rescue station in a tunnel, the evacuation requirement of people after a train on fire stops is met, and an independent people evacuation channel and a smoke evacuation channel are required to be arranged according to the principle of separating people from smoke, as shown in fig. 1 and 2. The personnel evacuation channel is connected with the evacuation flat guide and used for evacuating personnel outside the tunnel, and the smoke exhaust channel is connected with the smoke exhaust channel and used for exhausting fire smoke generated by the fire train, namely at least two auxiliary tunnels connected outside the tunnel need to be arranged on the tunnel body rescue station section. Due to the restrictions of terrain and geological conditions and environmental protection, the selection conditions and difficulties of the auxiliary tunnel with proper length and good entrance conditions are difficult to find on the key lines affecting the construction period of a newly built project, especially in the complicated and hard mountainous areas, so that the arrangement of the auxiliary tunnel at the rescue station is very necessary to be simplified.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a control and separate supplementary gallery structure in tunnel is provided to improve the single supplementary gallery and operate the period rate of utilization, reduce the supplementary gallery quantity in rescue station section, thereby solve the problem of the supplementary gallery site selection difficulty in complicated and hard mountain area, reduce the engineering scale simultaneously, reduce engineering cost.
The utility model provides a technical scheme that its technical problem adopted as follows:
the utility model discloses a control supplementary gallery structure of partition tunnel, the lining cutting structure of supplementary gallery in tunnel comprises hunch wall preliminary bracing structure, hunch wall mould building lining cutting structure and bottom plate structure, characterized by: a reinforced concrete vertical partition wall for dividing the section of the tunnel auxiliary gallery into a personnel evacuation channel and a smoke exhaust channel is arranged in the tunnel auxiliary gallery, the upper end of the reinforced concrete vertical partition wall is fixedly connected with the vault part of the arch wall molded lining structure, and the lower end of the reinforced concrete vertical partition wall is fixedly connected with the bottom plate structure; and a buried rubber waterstop is buried in the longitudinal construction joint of the reinforced concrete vertical partition wall.
The utility model has the advantages that the auxiliary tunnel structure with the left and right separation tunnels replaces the traditional auxiliary tunnel structure, on one hand, the principle of separating human smoke in disaster prevention evacuation rescue is satisfied, the evacuation of people and the smoke pumping and discharging are both in independent space, and the utilization rate of a single auxiliary tunnel during operation is improved; on the other hand, additional auxiliary tunnels are avoided, and the problem that the auxiliary tunnels are difficult to select addresses is effectively solved. Meanwhile, the scale of the auxiliary tunnel project is reduced, and the construction cost is reduced.
Drawings
The specification includes the following five figures:
fig. 1 is a plan view of a personnel evacuation passageway and a smoke evacuation passageway of a conventional rescue station;
fig. 2 is a sectional view of a conventional tunnel auxiliary gallery structure;
fig. 3 is a plan view of a rescue station adopting the auxiliary tunnel structure of the left and right divided tunnel of the utility model;
fig. 4 is a sectional view of the auxiliary tunnel structure of the left and right divided tunnel of the present invention;
FIG. 5 is an enlarged view of portion A of FIG. 4;
the figure shows the components, the part names and the corresponding marks: the system comprises a personnel evacuation channel 1, a smoke evacuation channel 2, a tunnel auxiliary gallery 3, an arch wall primary supporting structure 11, an arch wall mold lining structure 12, a bottom plate structure 13, a reinforced concrete vertical partition wall 14, partition wall reinforcing steel bars 14a, partition wall embedded rubber water stops 14b, partition wall concrete 14c, a leveling layer 15, a drainage cover plate ditch 16 and a drainage ditch 17.
Detailed Description
The present invention will be further explained with reference to the drawings and examples.
Referring to fig. 3 and 5, the lining structure of the tunnel auxiliary gallery 3 of the present invention is composed of an arch wall primary supporting structure 11, an arch wall molded lining structure 12 and a bottom plate structure 13, a reinforced concrete vertical partition wall 14 is provided in the tunnel auxiliary gallery 3 to divide the section of the tunnel auxiliary gallery into a personnel evacuation passage 1 and a smoke evacuation passage 2, the upper end of the reinforced concrete vertical partition wall 14 is consolidated with the arch top of the arch wall molded lining structure 12, and the lower end is consolidated with the bottom plate structure 13; and a buried rubber water stop 14b is buried in the longitudinal construction joint of the reinforced concrete vertical partition wall 14.
The utility model discloses a reasonable optimization tunnel assists gallery structure, realizes utilizing an supplementary gallery to realize people's cigarette separation, will assist the gallery left and right sides through vertical divider wall and divide into personnel evacuation passageway and smoke exhaust passage. The utilization rate of a single auxiliary tunnel in the operation period is improved, the number of auxiliary tunnels of a rescue station section is reduced, the problem of difficulty in site selection of the auxiliary tunnels is effectively solved, the project scale is reduced, and the project cost is reduced.
Referring to fig. 4, in the people evacuation channel 1, a drain cover gutter 16 is provided laterally outside the floor structure 13, and a screed 15 is laid on the floor structure 13. In the flue gas channel 2, a drain 17 is arranged laterally outside the floor structure 13.
Referring to fig. 4, the utility model relates to a control supplementary gallery structure of partition tunnel and be under construction according to following step:
firstly, excavating the tunnel auxiliary gallery 3 according to normal procedures and constructing an arch wall primary supporting structure 11;
constructing a bottom plate structure 13;
binding reinforcing steel bars 14a of the reinforced concrete vertical partition wall 14, pouring concrete 14c in sections, and burying a buried rubber waterstop 14b at a longitudinal construction joint;
constructing an arch wall mold lining structure 12;
fifthly, constructing a drainage cover plate ditch 16 and a leveling layer 15 in the personnel evacuation channel 1, and constructing a drainage ditch 17 in the smoke evacuation channel 2.
The above is only used for illustrating the present invention, and the present invention is not limited to the specific structure and the application range shown, so all the corresponding modifications and equivalents that may be utilized all belong to the claimed patent scope of the present invention.

Claims (3)

1. The utility model provides a control supplementary gallery structure of partition tunnel, the lining structure of supplementary gallery of tunnel (3) is by hunch wall preliminary bracing structure (11), hunch wall mould lining structure (12) and floor structure (13), characterized by: a reinforced concrete vertical partition wall (14) for dividing the section of the tunnel auxiliary gallery (3) into a personnel evacuation channel (1) and a smoke exhaust channel (2) is arranged in the tunnel auxiliary gallery, the upper end of the reinforced concrete vertical partition wall (14) is fixedly connected with the arch crown part of an arch wall mold lining structure (12), and the lower end of the reinforced concrete vertical partition wall is fixedly connected with a bottom plate structure (13); and a buried rubber water stop (14b) is buried at the longitudinal construction joint of the reinforced concrete vertical partition wall (14).
2. The auxiliary tunnel structure of the left and right divided tunnels according to claim 1, wherein: in the people evacuation channel (1), a drainage cover plate ditch (16) is arranged on the transverse outer side of the bottom plate structure (13), and a leveling layer (15) is laid on the bottom plate structure (13).
3. The auxiliary tunnel structure of the left and right divided tunnels according to claim 1, wherein: in the smoke exhaust channel (2), a drainage ditch (17) is arranged on the transverse outer side of the bottom plate structure (13).
CN202020483982.5U 2020-04-05 2020-04-05 Left-right separation tunnel auxiliary tunnel structure Active CN212225230U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020483982.5U CN212225230U (en) 2020-04-05 2020-04-05 Left-right separation tunnel auxiliary tunnel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020483982.5U CN212225230U (en) 2020-04-05 2020-04-05 Left-right separation tunnel auxiliary tunnel structure

Publications (1)

Publication Number Publication Date
CN212225230U true CN212225230U (en) 2020-12-25

Family

ID=73906187

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020483982.5U Active CN212225230U (en) 2020-04-05 2020-04-05 Left-right separation tunnel auxiliary tunnel structure

Country Status (1)

Country Link
CN (1) CN212225230U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Similar Documents

Publication Publication Date Title
CN103256052B (en) Construction method for integral straight middle wall type double-arch tunnel
US12025008B2 (en) Vertical orthogonal top exhausting air duct structure of deeply-buried subway station and construction method therefor
CN213088012U (en) Tunnel auxiliary gallery structure with upper and lower partitions
CN104563158B (en) Existing subway station realizes the construction method of transfer with new subway station platform layer
CN107401413A (en) Tunnel structure for expansive stratum
CN113847040B (en) Large-span non-column underground station underground excavation construction method
CN111456754A (en) Auxiliary tunnel structure for left-right separation tunnel and construction method thereof
CN212225230U (en) Left-right separation tunnel auxiliary tunnel structure
CN106499417B (en) Extra-large cross-section resistant Capacity of Shallow-buried Subway Station reserves T word rock beam rock pillar construction
CN110030016A (en) A kind of ground consisting of hard rock tunneling single shell lining Subway Stop line large cross-section tunnel structure
CN111502689A (en) Upper and lower partition tunnel auxiliary tunnel structure and construction method thereof
CN207568626U (en) A kind of tunnel structure for expansive stratum
CN113027495A (en) Underground excavation large-span station construction method implemented by interval tunnel organization
CN105156130B (en) A kind of constructing tunnel exempts from supporting safe construction method
CN111794782A (en) Tunnel track ballast bed water-drainage preventing structure and construction method thereof
CN112253172B (en) Tunnel bottom lining structure provided with tie beam and construction method thereof
CN214221203U (en) Tunnel bottom lining structure provided with tie beam
CN115142854B (en) Mine method tunnel single-layer lining structure system and construction method
CN111794757B (en) Underground water treatment method for composite stratum subsurface excavation construction under existing building
CN102628278B (en) 'U-pipe pier' urban underground railroad
CN211950587U (en) Drainage structure suitable for reconstruction of tunnel bottom structure of karst tunnel
CN210509196U (en) Large-section tunnel structure of hard rock stratum underground excavation single-layer lining subway parking line
CN209838424U (en) Load shedding open cut tunnel with cavity arch part structure
CN111911185A (en) PBA underground excavation station transfer passage structure and construction method thereof
RU2802893C1 (en) Three-arch underground station of the closed column-type

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant