CN206636567U - A kind of subway shield tunnel construction conveying system - Google Patents

A kind of subway shield tunnel construction conveying system Download PDF

Info

Publication number
CN206636567U
CN206636567U CN201720312344.5U CN201720312344U CN206636567U CN 206636567 U CN206636567 U CN 206636567U CN 201720312344 U CN201720312344 U CN 201720312344U CN 206636567 U CN206636567 U CN 206636567U
Authority
CN
China
Prior art keywords
vertical shaft
mortar
tunnel
trolley
conveyer
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
Application number
CN201720312344.5U
Other languages
Chinese (zh)
Inventor
辛红芳
王志国
杜景超
武娟
李永明
李智
秦飞鹏
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.)
Cccc City Traffic Engineering Co Ltd
CCCC First Harbor Engineering Co Ltd
Original Assignee
Cccc City Traffic Engineering Co Ltd
CCCC First Harbor Engineering Co Ltd
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 Cccc City Traffic Engineering Co Ltd, CCCC First Harbor Engineering Co Ltd filed Critical Cccc City Traffic Engineering Co Ltd
Priority to CN201720312344.5U priority Critical patent/CN206636567U/en
Application granted granted Critical
Publication of CN206636567U publication Critical patent/CN206636567U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The utility model discloses a kind of subway shield tunnel construction conveying system, including vertical shaft, portal jib crane is provided with the well head of the vertical shaft;One end at the well head of the vertical shaft is provided with mortar processing equipment;The other end at the well head of the vertical shaft is provided with support frame;Dregs storage is fixed with support frame as described above;The lower end of the dregs storage is provided with hopper;The lower end of the vertical shaft is provided with parking lot;The parking lot is connected by ramp with support frame as described above;The side of the vertical shaft lower end is connected with tunnel;Plate rail is provided with the tunnel;The plate rail is connected with the parking lot;Battery truck, trolley, mortar injection car and Gilled tube transporting carriage are provided with the plate rail;The import of the mortar injection car is connected by delivery pipe with slurry storehouse;Horizontal stripes conveyer, inclined belt conveyer and conveying worm are provided with the tunnel.The beneficial effect of the utility model is dregs transportation efficiency high and can the progress mortar of convenient and efficient and the conveying of section of jurisdiction.

Description

A kind of subway shield tunnel construction conveying system
Technical field
Subway shield tunnel construction technical field is the utility model is related to, more particularly to a kind of subway shield tunnel construction conveying system.
Background technology
Shield method is a comprehensive construction technology.Shield construction is to the effect that:First the one of tunnel section Vertical shaft or foundation ditch are built in end, so that shield installation is in place.Shield is from the wall preformed hole place of vertical shaft or foundation ditch, in the earth formation Along design axis, promoted to the design reserving hole of another vertical shaft or foundation ditch.Suffered formation resistance in shield driving, leads to Cross shield structure jack and reach the assembled prefabricated lining cutting of shield afterbody.Shield, which is one, can support strata pressure, and and can is on stratum The circular steel tube structure of middle propulsion, its diameter are slightly larger than the diameter of tunnel-liner, set before steel cylinder various types of Support and the device for excavating the soil body, install the jack needed for jacking in the border of steel cylinder stage casing, and steel cylinder afterbody is that have necessarily The housing in space, the tunnel-liner ring that ring of numbers can be disposed to be combined into shield tail.As soon as shield often promotes ring distance, in shield tail branch The lower assembled lining papers of shield is built, and the pressure injection slurry into the space of the Lining Ring periphery behind shield tail in time, to prevent tunnel and ground Face sinks, while constantly discharges soil from excavation face during shield driving.Needed in subway shield tunnel construction to shield machine The dregs of output, the section of jurisdiction that the mortar and working face of cast use are required for being conveyed, and can thus use and arrive subway shield Structure construction conveying system.
, it is low to there is dregs transportation efficiency in current subway shield tunnel construction conveying system, it is impossible to the carry out mortar of convenient and efficient The problem of with the conveying of section of jurisdiction.
Utility model content
The utility model provides a kind of subway shield tunnel construction conveying system, can solve in the prior art, current subway Shield-tunneling construction conveying system, it is low to there is dregs transportation efficiency, it is impossible to the problem of the conveying for carrying out mortar and section of jurisdiction of convenient and efficient.
The utility model provides a kind of subway shield tunnel construction conveying system, including vertical shaft, ramp, parking lot, support frame, slag Soil storage, hopper, portal jib crane, mortar processing equipment, plate rail, tunnel, battery truck, trolley, mortar injection car, horizontal stripes are defeated Machine, inclined belt conveyer, Gilled tube transporting carriage, conveying worm and shield machine are sent, gantry is provided with the well head of the vertical shaft Crane;One end at the well head of the vertical shaft is provided with mortar processing equipment;The other end at the well head of the vertical shaft is provided with Support frame;Dregs storage is fixed with support frame as described above;The lower end of the dregs storage is provided with hopper;Under the vertical shaft End is provided with parking lot;The parking lot is connected by ramp with support frame as described above;The side of the vertical shaft lower end is connected with tunnel;Institute State and plate rail is provided with tunnel;The plate rail is connected with the parking lot;Battery truck, trolley, mortar note are provided with the plate rail Enter car and Gilled tube transporting carriage;The trolley is connected with the battery truck;The Gilled tube transporting carriage is connected with the trolley;The sand The import of slurry injection car is connected by delivery pipe with the mortar processing equipment;The import of the mortar injection car passes through delivery pipe It is connected with slurry storehouse;Horizontal stripes conveyer, inclined belt conveyer and conveying worm are provided with the tunnel;The tunnel Inner face is provided with shield machine.
It is preferred that the quantity of the trolley is three, and join end to end.
It is preferred that the discharge end of the shield machine is connected with the charging aperture of the conveying worm.
It is preferred that the discharging opening of the conveying worm be stretched over the charging aperture of the inclined belt conveyer just on End.
It is preferred that the discharging opening of the inclined belt conveyer be stretched over the charging aperture of the horizontal stripes conveyer just on End.
It is preferred that the discharging opening of the horizontal stripes conveyer extends to the positive upper end of the charging aperture of the trolley.
In the utility model embodiment, there is provided a kind of subway shield tunnel construction conveying system, conveying worm is set by shield The dregs of output is conveyed to inclined belt conveyer when machine works, and dregs is conveyed to horizontal stripes by inclined belt conveyer therein Dregs is transported in trolley by conveyer, horizontal stripes conveyer therein, and the battery truck by setting afterwards will be loaded with dregs Trolley is transported in parking lot, is then transported to by elevator machine travel trolley by ramp on support frame, and dregs is poured into slag In soil storage, then it is directly discharged to convey in automobile by hopper and transports so that the conevying efficiency of dregs is high;Pass through setting Moveable mortar injection car is arranged near working face, and mortar injection car therein is provided with high pressure pump for mortar transmission, can be by sand Mortar in slurry processing equipment is transported to working face, can be in order to working face because mortar injection car is arranged at working face Staff regulates and controls, and by setting portal jib crane section of jurisdiction easily can be transported into vertical shaft bottom, then passes through Gilled tube transporting carriage Be transported to working face, and it is each be input into it is separate with output system so that can convenient and efficient carry out mortar and section of jurisdiction Conveying.
Brief description of the drawings
Fig. 1 is a kind of subway shield tunnel construction conveying system structural representation provided by the utility model.
Description of reference numerals:1- vertical shafts;2- ramps;3- parking lots;4- support frames;5- dregs is stored;6- hoppers;7- gantry Crane;8- mortar processing equipments;9- plate rails;10- tunnels;11- battery trucks;12- trolleys;13- mortars inject car;14- horizontal stripes Conveyer;15- inclined belt conveyers;16- Gilled tube transporting carriages;17- conveying worms;18- shield machines.
Embodiment
Below in conjunction with the accompanying drawings, an embodiment of the present utility model is described in detail, it is to be understood that this The protection domain of utility model is not limited by embodiment.
As shown in figure 1, the utility model embodiment provide a kind of subway shield tunnel construction conveying system, including vertical shaft 1, tiltedly Rail 2, parking lot 3, support frame 4, dregs storage 5, hopper 6, portal jib crane 7, mortar processing equipment 8, plate rail 9, tunnel 10, storage battery Car 11, trolley 12, mortar injection car 13, horizontal stripes conveyer 14, inclined belt conveyer 15, Gilled tube transporting carriage 16, spiral transferring Machine 17 and shield machine 18 are sent, portal jib crane 7 is provided with the well head of the vertical shaft 1;One end at the well head of the vertical shaft 1 is set There is mortar processing equipment 8;The other end at the well head of the vertical shaft 1 is provided with support frame 4;Slag is fixed with support frame as described above 4 Soil storage 5;The lower end of the dregs storage 5 is provided with hopper 6;The lower end of the vertical shaft 1 is provided with parking lot 3;The parking lot 3 It is connected by ramp 2 with support frame as described above 4;The side of the lower end of vertical shaft 1 is connected with tunnel 10;It is provided with the tunnel 10 Plate rail 9;The plate rail 9 is connected with the parking lot 3;Battery truck 11, trolley 12, mortar injection car 13 are provided with the plate rail 9 With Gilled tube transporting carriage 16;The trolley 12 is connected with the battery truck 11;The Gilled tube transporting carriage 16 is connected with the trolley 12; The import of the mortar injection car 13 is connected by delivery pipe with the mortar processing equipment 8;The mortar injection car 13 enters Mouth is connected by delivery pipe with slurry storehouse;Horizontal stripes conveyer 14, the and of inclined belt conveyer 15 are provided with the tunnel 10 Conveying worm 17;The inner face of tunnel 10 is provided with shield machine 18.The quantity of the trolley 12 is three, and head and the tail phase Even.The discharge end of the shield machine 18 is connected with the charging aperture of the conveying worm 17.The discharging of the conveying worm 17 Mouth is stretched over the positive upper end of the charging aperture of the inclined belt conveyer 15.The discharging opening stretching, extension of the inclined belt conveyer 15 To the positive upper end of the charging aperture of the horizontal stripes conveyer 14.The discharging opening of the horizontal stripes conveyer 14 extends to the trolley The positive upper end of 12 charging aperture.
Operation principle:The subway shield tunnel construction conveying system, output when setting conveying worm 17 works shield machine 18 Dregs be conveyed to inclined belt conveyer 15, dregs is conveyed to horizontal stripes conveyer by inclined belt conveyer 15 therein 14, dregs is transported in trolley 12 by horizontal stripes conveyer 14 therein, will be loaded with dregs by the battery truck 11 of setting afterwards Trolley 12 be transported in parking lot 3, be then transported to by elevator machine travel trolley 12 by ramp 2 on support frame 4, and by slag Soil is poured into dregs storage 5, then is directly discharged to convey in automobile by hopper 6 and is transported so that the conevying efficiency of dregs It is high;It is arranged in by setting moveable mortar to inject car 13 near working face, mortar injection car 13 therein is provided with high pressure Pump for mortar transmission, the mortar in mortar processing equipment 8 can be transported to working face, because mortar injection car 13 is arranged on working face Place, it can regulate and control in order to the staff of working face, by setting portal jib crane 7 section of jurisdiction easily can be transported into vertical shaft 1 Bottom, working face is then transported to by Gilled tube transporting carriage 16, and it is each be input into it is separate with output system so that can be convenient The efficient conveying for carrying out mortar and section of jurisdiction.
Disclosed above is only specific embodiment of the utility model, and still, the utility model embodiment is not limited to This, the changes that any person skilled in the art can think of should all fall into the scope of protection of the utility model.

Claims (6)

  1. A kind of 1. subway shield tunnel construction conveying system, it is characterised in that:Including vertical shaft(1), ramp(2), parking lot(3), support frame (4), dregs storage(5), hopper(6), portal jib crane(7), mortar processing equipment(8), plate rail(9), tunnel(10), battery truck (11), trolley(12), mortar injection car(13), horizontal stripes conveyer(14), inclined belt conveyer(15), Gilled tube transporting carriage (16), conveying worm(17)And shield machine(18), the vertical shaft(1)Well head at be provided with portal jib crane(7);The vertical shaft (1)Well head at one end be provided with mortar processing equipment(8);The vertical shaft(1)Well head at the other end be provided with support Frame(4);Support frame as described above(4)On be fixed with dregs storage(5);The dregs storage(5)Lower end be provided with hopper(6); The vertical shaft(1)Lower end be provided with parking lot(3);The parking lot(3)Pass through ramp(2)With support frame as described above(4)Connection;It is described Vertical shaft(1)The side of lower end is connected with tunnel(10);The tunnel(10)Inside it is provided with plate rail(9);The plate rail(9)With it is described Parking lot(3)Connection;The plate rail(9)On be provided with battery truck(11), trolley(12), mortar injection car(13)And Gilled tube transporting carriage (16);The trolley(12)With the battery truck(11)Connection;The Gilled tube transporting carriage(16)With the trolley(12)Connection;Institute State mortar injection car(13)Import pass through delivery pipe and the mortar processing equipment(8)Connection;The mortar injects car(13) Import be connected by delivery pipe with slurry storehouse;The tunnel(10)Inside it is provided with horizontal stripes conveyer(14), belt slope it is defeated Send machine(15)And conveying worm(17);The tunnel(10)Inner face is provided with shield machine(18).
  2. A kind of 2. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the trolley(12)Quantity For three, and join end to end.
  3. A kind of 3. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the shield machine(18)Go out Expect end and the conveying worm(17)Charging aperture connection.
  4. A kind of 4. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the conveying worm(17) Discharging opening be stretched over the inclined belt conveyer(15)Charging aperture positive upper end.
  5. A kind of 5. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the inclined belt conveyer (15)Discharging opening be stretched over the horizontal stripes conveyer(14)Charging aperture positive upper end.
  6. A kind of 6. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the horizontal stripes conveyer (14)Discharging opening extend to the trolley(12)Charging aperture positive upper end.
CN201720312344.5U 2017-03-28 2017-03-28 A kind of subway shield tunnel construction conveying system Expired - Fee Related CN206636567U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720312344.5U CN206636567U (en) 2017-03-28 2017-03-28 A kind of subway shield tunnel construction conveying system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720312344.5U CN206636567U (en) 2017-03-28 2017-03-28 A kind of subway shield tunnel construction conveying system

Publications (1)

Publication Number Publication Date
CN206636567U true CN206636567U (en) 2017-11-14

Family

ID=60259126

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720312344.5U Expired - Fee Related CN206636567U (en) 2017-03-28 2017-03-28 A kind of subway shield tunnel construction conveying system

Country Status (1)

Country Link
CN (1) CN206636567U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107762523A (en) * 2017-12-06 2018-03-06 徐州迈斯特机械科技有限公司 A kind of constructing tunnel shield structure
CN110145325A (en) * 2019-06-04 2019-08-20 中铁十局集团城市轨道交通工程有限公司 A kind of tunneling vertical shaft loading and unloading transportation system and its method
CN110316674A (en) * 2019-07-05 2019-10-11 中隧隧盾国际建设工程有限公司 A kind of shaft excavation indigenous equipment out
CN110328064A (en) * 2019-06-23 2019-10-15 康明克斯(北京)环保技术有限公司 A kind of the balancing earth-pressure shielding machine dregs separation equipment and method of simplicity
CN110566214A (en) * 2019-09-25 2019-12-13 中国葛洲坝集团市政工程有限公司 shield construction method for parallel operation of pipe piece hoisting and tunneling and unearthing
CN116201563A (en) * 2023-04-27 2023-06-02 中建交通建设集团有限公司 Rapid soil discharging and feeding method for lateral vertical shaft of transverse passage for shield construction

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107762523A (en) * 2017-12-06 2018-03-06 徐州迈斯特机械科技有限公司 A kind of constructing tunnel shield structure
CN110145325A (en) * 2019-06-04 2019-08-20 中铁十局集团城市轨道交通工程有限公司 A kind of tunneling vertical shaft loading and unloading transportation system and its method
CN110145325B (en) * 2019-06-04 2020-10-30 中铁十局集团城市轨道交通工程有限公司 Feeding and discharging conveying system and method for underground excavation vertical shaft
CN110328064A (en) * 2019-06-23 2019-10-15 康明克斯(北京)环保技术有限公司 A kind of the balancing earth-pressure shielding machine dregs separation equipment and method of simplicity
CN110316674A (en) * 2019-07-05 2019-10-11 中隧隧盾国际建设工程有限公司 A kind of shaft excavation indigenous equipment out
CN110566214A (en) * 2019-09-25 2019-12-13 中国葛洲坝集团市政工程有限公司 shield construction method for parallel operation of pipe piece hoisting and tunneling and unearthing
CN116201563A (en) * 2023-04-27 2023-06-02 中建交通建设集团有限公司 Rapid soil discharging and feeding method for lateral vertical shaft of transverse passage for shield construction
CN116201563B (en) * 2023-04-27 2023-07-25 中建交通建设集团有限公司 Rapid soil discharging and feeding method for lateral vertical shaft of transverse passage for shield construction

Similar Documents

Publication Publication Date Title
CN206636567U (en) A kind of subway shield tunnel construction conveying system
CN109882239B (en) Open-pit end slope coal-pressing radial filling mining method
CN101761343A (en) Rapid and continuous excavation constructing method for overlarge-diameter soil pressure balance shield
CN105401582A (en) Hanging type unearthing device for bidirectional synchronous reversed construction and construction method
CN112576273A (en) Muck transportation system for shield tunneling machine and transportation method thereof
CN107387094A (en) Heavy grade light section underground chamber excavates construction method
CN103603339A (en) Method for long spiral drilling machine grouting retaining wall hole forming and system thereof
CN105736045A (en) Bag type filling system and filling method for controlling water inrush from gob floor
CN107288171A (en) Bore support integral type shaft pore-forming device
CN113530558A (en) Double-chute-inclined roadway combined layered construction method for big and high chamber
CN206987883U (en) The long steep inclined shaft transportation system of light section
CN109973118B (en) Rail-mounted guniting material mine car for primary support of heavy-gradient inclined shaft and construction method
CN203603145U (en) Long spiral drilling machine grouting retaining wall hole forming system
CN109681266B (en) Large-gradient inclined shaft concrete transportation method
CN109026051B (en) Sand pebble pipe jacking machine and pipe jacking construction method
CN202703579U (en) Large slope inclined shaft rail transport construction apparatus
CN207420580U (en) A kind of urban subway tunnel exploits dregs conveying device
CN206844193U (en) Bore support integral type pile hole forming device
CN205503179U (en) Pocket type filling system of control collecting space area bottom plate gushing water
CN110821508A (en) Rock mining device and method for penetrating through surrounding rock of broken zone
CN110905824A (en) Tunnel slag discharging device, system and method
CN104500131A (en) Transportation system and transportation method for deslagging in inclined shaft construction
CN107687345A (en) A kind of urban subway tunnel exploitation dregs induction system and carrying method
CN204327183U (en) A kind of transportation system of slagging tap for slope construction
CN109779679A (en) Efficient slag-tapping system and method when Ore-pass failure is constructed

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171114

Termination date: 20190328

CF01 Termination of patent right due to non-payment of annual fee