CN108049886B - Slag discharging system of shield method connecting channel - Google Patents
Slag discharging system of shield method connecting channel Download PDFInfo
- Publication number
- CN108049886B CN108049886B CN201810029109.6A CN201810029109A CN108049886B CN 108049886 B CN108049886 B CN 108049886B CN 201810029109 A CN201810029109 A CN 201810029109A CN 108049886 B CN108049886 B CN 108049886B
- Authority
- CN
- China
- Prior art keywords
- slag discharging
- discharging system
- shield
- sections
- tunnel
- 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.)
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Links
- 239000002893 slag Substances 0.000 title claims abstract description 45
- 238000007599 discharging Methods 0.000 title claims abstract description 36
- 238000000034 method Methods 0.000 title claims abstract description 21
- 239000002689 soil Substances 0.000 claims abstract description 7
- 238000004891 communication Methods 0.000 claims description 11
- 238000007789 sealing Methods 0.000 claims description 7
- 230000005641 tunneling Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 17
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000001174 ascending effect Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
- E21D9/124—Helical conveying means therefor
-
- 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
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a slag discharging system of a shield method connecting channel, which is provided with spiral conveyors with rotary joints, wherein two adjacent sections of spiral conveyors are connected end to end by using the rotary joints to form a V-shaped conveying unit, and the adjacent V-shaped conveying units are also connected end to end by using the rotary joints to form a slag discharging system of a plurality of sections of spiral conveyors connected in series; the rotary joint is rotated to enable the slag discharging system to extend or retract in the conveying length; the first section screw conveyor in the slag discharging system moves along with the shield main machine and is used as an inlet section of the slag discharging system, and the last section screw conveyor is connected with a machine staying in a tunnel and is used as an outlet section of the slag discharging system, so that the distance for transporting slag soil is variable. The invention meets the construction slag discharging requirement of the shield method connecting channel, ensures the working section of the shield main machine, and improves the construction work efficiency.
Description
Technical Field
The invention relates to the technical field of shield tunnel construction, in particular to a slag discharging system of a shield side-outlet structure.
Background
The communication channel arranged between the two tunnels plays roles of evacuation, escape and the like, and when a fire disaster occurs, if a train in one tunnel loses power and cannot drive to a platform and is forced to stay in the section tunnel, passengers can enter the non-fire section tunnel nearby through the communication channel and then be evacuated to a safe area; the communication channel is also convenient for rescue workers to quickly enter the accident scene from the other tunnel through the communication channel when a problem occurs in one tunnel, so that the purpose of quick rescue is achieved; the connection channel is thus an important guarantee of the tunnel.
In the construction of the connecting channel, the construction method of vertical ground reinforcement and in-tunnel freezing reinforcement is adopted traditionally, but the connecting channel in the urban subway tunnel is usually positioned under the road with busy city, and the traditional method seriously has the problems of interference of ground public facilities, long construction period, high risk, uneconomical and the like.
The method has the advantages that the technical scheme of the shield method construction of the communication channel is provided by comparing various construction schemes of urban rail transit engineering branch companies of the Shanghai engineering agency group, the communication channel heading machine has strong geological adaptability, can tunnel in soft soil and hard rock stratum without considering the underground water level, can work in various underground gas environments, and greatly avoids the damage of urban central buildings caused by surface subsidence.
In the construction of a tunnel by a shield method, slag is discharged in the construction of a soil pressure balance shield, and a belt conveyor is adopted to convey the slag into a slag car; for slurry balance shield construction deslagging, hose reels or hydraulic steel sleeves are adopted for extension. However, in the construction of the shield method connecting channel, the shield main machine and the rear matched trolley are designed separately, the shield main machine continuously moves forward along with the assembly of the lining, and the matched trolley stays in the tunnel and does not move forward along with the shield main machine to enter the connecting channel, so that the existing slag discharging mode in the construction of the shield method tunnel cannot be suitable for the construction of the shield method connecting channel; the belt conveyor is of a fixed length and cannot be suitable for a continuously prolonged muck running line; the hose reel is for transporting liquid and is not suitable for transporting the flow plastic slag; although the hydraulic steel sleeve can be extended, the extension proportion is smaller, repeated extension is needed, and the hydraulic steel sleeve cannot adapt to the working rhythm of the shield main machine.
Disclosure of Invention
The invention provides a slag discharging system of a shield method connecting channel to meet the construction slag discharging requirement of the shield method connecting channel, ensure the working saving of a shield host machine and improve the construction work efficiency.
The invention adopts the following technical scheme for solving the technical problems:
the invention discloses a shield method connection channel slag discharging system, which is characterized in that:
the method comprises the steps of arranging screw conveyors with rotary joints, connecting two adjacent sections of screw conveyors end to end by using the rotary joints to form V-shaped conveying units, and connecting the adjacent V-shaped conveying units end to end by using the rotary joints to form a slag discharging system of the multi-section screw conveyors connected in series; the rotary joint is rotated to enable the slag discharging system to extend or retract in the conveying length; the first section screw conveyor in the slag discharging system moves along with the shield host machine and serves as an inlet section of the slag discharging system, and the last section screw conveyor is connected with a platform machine staying in a tunnel and serves as an outlet section of the slag discharging system, so that the distance for transporting slag soil is variable.
The invention discloses a shield method connection channel slag discharging system, which is also characterized in that:
the bottom of the connecting channel is provided with a track along the forward direction of the shield host, the bottoms of the V-shaped conveying units are respectively supported on the sliding track by utilizing a carriage, and the carriage can move along the track.
The invention discloses a shield method connection channel slag discharging system, which is also characterized in that:
arranging laterally protruding pipe orifices at the position of connecting pipe orifices among the screw conveyors, and butting a pair of laterally protruding pipe orifices by using a rotary joint; the rotary joint is characterized in that a sleeve is arranged at the connecting position of two sections of pipe orifices, a sealing ring is additionally arranged, a rotary bearing is arranged in the sleeve, the sleeve and the sealing ring are used for realizing the closed connection between the two sections of pipe orifices, and the rotary bearing is used for realizing the relative rotation of the two sections of pipe orifices.
Compared with the prior art, the invention has the beneficial effects that:
the invention effectively solves the problem of discontinuous soil discharge of the distance between the host machine and the rear supporting bench under the working condition of continuous change, thereby realizing continuous tunneling of the shield, ensuring the controllability of ground subsidence and greatly improving the construction work efficiency.
Drawings
FIG. 1 is a schematic diagram of a system in elevation according to the present invention;
FIG. 2 is a schematic plan view of the system of the present invention;
FIG. 3 is a schematic view of a rotary joint in the system of the present invention;
reference numerals in the drawings: a communication channel 1, an uplink tunnel 2, a downlink tunnel 3, a shield host, a 5-trolley, a 6a first section screw conveyor, a 6b second section screw conveyor, a 6c third section screw conveyor, a 7 first carriage, an 8-track and a 9-end section screw conveyor; 10 pipe orifice, 11 sleeve pipe, 12 sealing ring, 13 rotary bearing.
Detailed Description
The structural form of the slag discharging system of the shield method communication channel in the embodiment is as follows:
the method comprises the steps of arranging screw conveyors with rotary joints, connecting two adjacent sections of screw conveyors end to end by using the rotary joints to form V-shaped conveying units, and connecting the adjacent V-shaped conveying units end to end by using the rotary joints to form a slag discharging system of the multi-section screw conveyors connected in series; the rotary joint is rotated to enable the slag discharging system to extend or retract in the conveying length; the first section screw conveyor in the slag discharging system moves along with the shield main machine and serves as an inlet section of the slag discharging system, and the last section screw conveyor is connected with a platform machine staying in a tunnel and serves as an outlet section of the slag discharging system, so that the distance for transporting slag soil is variable; the bottom of the connecting channel is provided with a track along the forward direction of the shield host, the bottoms of the V-shaped conveying units are respectively supported on the sliding track by utilizing a carriage, and the carriage can move along the track.
In the implementation, as shown in fig. 1 and 2, the connection channel 1 is a connection channel formed between an uplink tunnel 2 and a downlink tunnel 3. The shield host 4 enters from the ascending tunnel 2, and the shield host 4 is utilized to drive forward in the connecting channel 1, the trolley 5 which is arranged separately from the shield host 4 stays in the ascending tunnel 2, and the distance between the shield host 4 and the trolley 5 is longer and longer along with the continuous forward movement of the shield host 4.
The first section of screw conveyor 6a in the slag discharging system is arranged on the shield main machine, the inlet of the first section of screw conveyor is used for bearing the slag outlet of the shield main machine, the tail end of the first section of screw conveyor is connected with the head end of the second section of screw conveyor 6b by a rotary joint, the second section of screw conveyor 6b is connected with the third section of screw conveyor 6c by a rotary joint to form a first V-shaped conveying unit, and the bottom of the first V-shaped conveying unit is provided with a first sliding frame 7; the first carriage 7 is used for supporting the first V-shaped conveying unit and can slide on the track 8; the following V-shaped conveying units are arranged in the same way, a final-stage screw conveyor 9 is connected with the bench 5, the outlet of the final-stage screw conveyor is used as a slag discharging port of a slag discharging system, and the arrow in fig. 2 shows the outlet direction.
In order to realize the connection of the rotary joints, as shown in fig. 3, a laterally protruding pipe orifice 10 is arranged at the position of the connecting pipe orifice between the screw conveyors, and a pair of laterally protruding pipe orifices are butted by the rotary joints; the rotary joint is characterized in that a sleeve 11 is arranged at the connecting position of two sections of pipe orifices, a sealing ring 12 is additionally arranged, a rotary bearing 13 is arranged in the sleeve 11, the sleeve 11 and the sealing ring 12 are used for realizing the closed connection between the two sections of pipe orifices, and the rotary bearing 13 is used for realizing the relative rotation of the two sections of pipe orifices.
Claims (1)
1. A shield method connection channel slag discharging system is characterized in that: the method comprises the steps of arranging screw conveyors with rotary joints, connecting two adjacent sections of screw conveyors end to end by using the rotary joints to form V-shaped conveying units, and connecting the adjacent V-shaped conveying units end to end by using the rotary joints to form a slag discharging system with a plurality of sections of screw conveyors connected in series; the rotary joint is rotated to enable the slag discharging system to extend or retract in the conveying length; the first section screw conveyor in the slag discharging system moves along with the shield host machine and serves as an inlet section of the slag discharging system, and the last section screw conveyor is connected with a trolley staying in a tunnel and serves as an outlet section of the slag discharging system, so that the distance for transporting slag soil is variable; a track is arranged at the bottom of the connecting channel along the forward direction of the shield main machine, the bottoms of the V-shaped conveying units are respectively supported on the track by utilizing a carriage, and the carriage can move along the track; the communication channel is a communication channel formed between an uplink tunnel and a downlink tunnel; the shield host enters from the uplink tunnel, the shield host advances in the communication channel for tunneling, and the trolley which is separately arranged with the shield host stays in the uplink tunnel; arranging laterally protruding pipe orifices at the position of connecting pipe orifices among the screw conveyors, and butting a pair of laterally protruding pipe orifices by using a rotary joint; the rotary joint is characterized in that a sleeve is arranged at the connecting position of two sections of pipe orifices, a sealing ring is additionally arranged, a rotary bearing is arranged in the sleeve, the sleeve and the sealing ring are used for realizing the closed connection between the two sections of pipe orifices, and the rotary bearing is used for realizing the relative rotation of the two sections of pipe orifices.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810029109.6A CN108049886B (en) | 2018-01-12 | 2018-01-12 | Slag discharging system of shield method connecting channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810029109.6A CN108049886B (en) | 2018-01-12 | 2018-01-12 | Slag discharging system of shield method connecting channel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108049886A CN108049886A (en) | 2018-05-18 |
| CN108049886B true CN108049886B (en) | 2023-12-15 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810029109.6A Active CN108049886B (en) | 2018-01-12 | 2018-01-12 | Slag discharging system of shield method connecting channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108049886B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109399095A (en) * | 2018-11-15 | 2019-03-01 | 北京城建集团有限责任公司 | Shaftless screw conveying device |
| CN109915164B (en) * | 2019-03-01 | 2020-06-19 | 中铁十四局集团有限公司 | Soil body transferring method for tunnel contact channel |
| CN110410095B (en) * | 2019-08-16 | 2021-10-08 | 中铁隧道局集团有限公司 | Material residue soil transportation method for tunnel construction of Tunnel Boring Machine (TBM) |
| CN112412482B (en) * | 2020-12-23 | 2023-03-28 | 安徽铜都流体科技股份有限公司 | Joint shaft type pipeline extension device for shield machine |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202493271U (en) * | 2011-12-10 | 2012-10-17 | 中铁隧道装备制造有限公司 | Open type shield slag-tapping switching mechanism |
| CN103863834A (en) * | 2012-12-13 | 2014-06-18 | 梅特索纸业公司 | Method and apparatus for unloading stockpile |
| CN103867212A (en) * | 2014-03-24 | 2014-06-18 | 辽宁三三工业有限公司 | Shaft-end deslagging spiral conveyer |
| WO2014164545A1 (en) * | 2013-03-12 | 2014-10-09 | Cool Planet Energy Systems, Inc. | Staged biomass fractionator |
| CN104114763A (en) * | 2012-02-22 | 2014-10-22 | 美卓造纸机械（瑞典）有限公司 | Arrangement, system and method for handling non-wood plant material |
| CN204783040U (en) * | 2015-07-06 | 2015-11-18 | 中铁工程装备集团有限公司 | Prevent twin screw conveyor that gushs |
| CN106050241A (en) * | 2016-05-23 | 2016-10-26 | 重庆大学 | Construction method for single-construction-channel dual-line same direction and same platform subway stations |
| CN206580204U (en) * | 2017-03-22 | 2017-10-24 | 江苏新宝物流机器人有限责任公司 | Sealed universal material conveyor |
| CN207715156U (en) * | 2018-01-12 | 2018-08-10 | 中铁上海工程局集团有限公司 | Shield method service channel slag-tapping system |
-
2018
- 2018-01-12 CN CN201810029109.6A patent/CN108049886B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202493271U (en) * | 2011-12-10 | 2012-10-17 | 中铁隧道装备制造有限公司 | Open type shield slag-tapping switching mechanism |
| CN104114763A (en) * | 2012-02-22 | 2014-10-22 | 美卓造纸机械（瑞典）有限公司 | Arrangement, system and method for handling non-wood plant material |
| CN103863834A (en) * | 2012-12-13 | 2014-06-18 | 梅特索纸业公司 | Method and apparatus for unloading stockpile |
| WO2014164545A1 (en) * | 2013-03-12 | 2014-10-09 | Cool Planet Energy Systems, Inc. | Staged biomass fractionator |
| CN103867212A (en) * | 2014-03-24 | 2014-06-18 | 辽宁三三工业有限公司 | Shaft-end deslagging spiral conveyer |
| CN204783040U (en) * | 2015-07-06 | 2015-11-18 | 中铁工程装备集团有限公司 | Prevent twin screw conveyor that gushs |
| CN106050241A (en) * | 2016-05-23 | 2016-10-26 | 重庆大学 | Construction method for single-construction-channel dual-line same direction and same platform subway stations |
| CN206580204U (en) * | 2017-03-22 | 2017-10-24 | 江苏新宝物流机器人有限责任公司 | Sealed universal material conveyor |
| CN207715156U (en) * | 2018-01-12 | 2018-08-10 | 中铁上海工程局集团有限公司 | Shield method service channel slag-tapping system |
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| Publication number | Publication date |
|---|---|
| CN108049886A (en) | 2018-05-18 |
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| PB01 | Publication | ||
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| TA01 | Transfer of patent application right |
Effective date of registration: 20181106 Address after: 200436 No. 278, three JIANGCHANG Road, Jingan District, Shanghai Applicant after: SHANGHAI CIVIL ENGINEERING Co.,Ltd. OF CREC Applicant after: SHANGHAI CIVIL ENGINEERING CO.,LTD. OF CREC URBAN RAIL TRANSIT ENGINEERING CO. Applicant after: Ningbo Rail Transit Group Co.,Ltd. Applicant after: WUXI METRO GROUP Co.,Ltd. Address before: 200436 Zhabei District, Shanghai JIANGCHANG three road 272, 278 Applicant before: SHANGHAI CIVIL ENGINEERING Co.,Ltd. OF CREC Applicant before: SHANGHAI CIVIL ENGINEERING CO.,LTD. OF CREC URBAN RAIL TRANSIT ENGINEERING CO. |
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