CN108952736A - For shield disintegration underground conveying device and construction method - Google Patents

For shield disintegration underground conveying device and construction method Download PDF

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Publication number
CN108952736A
CN108952736A CN201810724688.6A CN201810724688A CN108952736A CN 108952736 A CN108952736 A CN 108952736A CN 201810724688 A CN201810724688 A CN 201810724688A CN 108952736 A CN108952736 A CN 108952736A
Authority
CN
China
Prior art keywords
shield
disintegration
conveying device
underground conveying
underground
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.)
Pending
Application number
CN201810724688.6A
Other languages
Chinese (zh)
Inventor
杨成龙
康杰
刘博�
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.)
Shanghai Foundation Engineering Group Co Ltd
Original Assignee
Shanghai Foundation Engineering Group 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 Shanghai Foundation Engineering Group Co Ltd filed Critical Shanghai Foundation Engineering Group Co Ltd
Priority to CN201810724688.6A priority Critical patent/CN108952736A/en
Publication of CN108952736A publication Critical patent/CN108952736A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F13/00Transport specially adapted to underground conditions
    • E21F13/006Equipment transport systems

Abstract

The present invention relates to one kind to be used for shield disintegration underground conveying device and construction method, and four groups of vehicle wheel components of the device are arranged in parallel, and are fixedly connected into trolley body with three uniformly distributed fashioned iron;It is fixedly connected with the bracket being made of fashioned iron above the trolley body, there is inclined transport mounting surface on bracket.Specific construction step: 1) it is used for shield disintegration underground conveying device assembled formation;2) transit route is laid with track;3) it electric locomotive and goes into the well for shield disintegration underground conveying device and puts track;4) shield component hangs on shield disintegration underground conveying device and fixed;5) electric locomotive, which is pushed, reaches predetermined position for shield disintegration underground conveying device;6) construction task etc. is completed.The present invention is used to not only conventional diameter 6760mm balancing earth-pressure shielding machine, and is suitable for larger diameter shield machine, and can withdraw scene after the completion of transporting, and efficiently solves the problems, such as that shield machine piecemeal in restricted clearance transports.

Description

For shield disintegration underground conveying device and construction method
Technical field
The present invention relates to a kind of tunneling shield construction equipment and methods, especially a kind of to fill for shield disintegration underground transportation It sets and construction method.
Background technique
With the continuous development of shield law technology, shield tunnel using more and more extensive, from early stage vcehicular tunnel, iron Develop to taking and discharging tunnel, nuclear power tunnel and subway tunnel etc. in road tunnel.Especially subway tunnel is all century-old engineering, is held not There must be mishap, the normal operation of subway tunnel is related to the development process in entire city.
Shield go into the well lift be in place shield method tunnel construction one of important procedure.But there are many construction sites not have Condition in place is directly lifted, the even piecemeal that needs to disintegrate shield machine is gone into the well in place, and in underground transportation to construction Position.
Summary of the invention
Underground piecemeal is needed to transport in order to solve the problems, such as shield machine without condition in place is directly lifted, the present invention provides one Kind is used for shield disintegration underground conveying device and construction method.
To achieve the above object, the technical scheme is that a kind of be used for shield disintegration underground conveying device, including vehicle Wheel assembly, trolley body, bracket, four groups of vehicle wheel components are arranged in parallel, and pass through bolt, nut, spring washer, flanged plate and three The uniformly distributed fashioned iron of item is fixedly connected into trolley body;Pass through bolt, nut, spring washer, flanged plate above the trolley body It is fixedly connected with the bracket being made of fashioned iron, there is inclined transport mounting surface on bracket.
The vehicle wheel component is by wheel, the through-type oil nozzle of RC1/4, flange bushing, round steel, steel plate, wheel carrier, spring pad Circle, bolt, nut, flanged plate, fashioned iron composition, it is solid that the fashioned iron passes through spring washer, bolt, nut, flanged plate separately below Surely three wheel carriers are connected, and three wheel carriers are evenly arranged on fashioned iron in the following, turning in wheel carrier by steel plate, flange bushing, round steel Dynamic connection wheel, round steel and wheel carrier junction are also equipped with the through-type oil nozzle of RC1/4.
A kind of application is used for the construction method of shield disintegration underground conveying device, which is characterized in that Specific construction step: 1) For shield disintegration underground conveying device assembled formation;2) transit route is laid with track;3) electric locomotive and be used for shield disintegration well Lower transport device, which is gone into the well, puts track;4) shield component hangs on shield disintegration underground conveying device and fixed;5) motor Vehicle, which is pushed, reaches predetermined position for shield disintegration underground conveying device;6) construction task is completed;7) it is used for shield disintegration underground Transport device is transferred from construction site.
The beneficial effects of the present invention are:
Of the invention is used to not only conventional diameter 6760mm earth pressure balance for shield disintegration underground conveying device and method Shield machine, and it is suitable for the slurry balance shield machine of larger diameter, efficiently solve the problems, such as shield piecemeal underground transportation.
Detailed description of the invention
Fig. 1 is of the invention for shield disintegration underground conveying device structural schematic diagram;
Fig. 2 be in Fig. 1 along the sectional view of A-A;
Fig. 3 is B direction view in Fig. 1;
Fig. 4 is transport cutterhead schematic diagram;
Fig. 5 be in Fig. 4 along the sectional view of A-A.
Specific embodiment
Present invention will be further explained below with reference to specific examples.
Of the invention is used for shield disintegration underground conveying device and construction method, does not have direct lifting for construction site Condition in place, the even piecemeal that needs to disintegrate shield machine are gone into the well in place, and in underground transportation to construction location.
As shown in Figure 1 to Figure 3, of the invention to be used for shield disintegration underground conveying device, including vehicle wheel component 20, trolley sheet Body 21, bracket 22.
Four groups of vehicle wheel components 20 are arranged in parallel, and pass through bolt, nut, spring washer, flanged plate and three uniformly distributed types Steel 7 is fixedly connected into trolley body 21.Trolley body 21 above by bolt, nut, spring washer, flanged plate be fixedly connected by The bracket 22 of fashioned iron composition, has inclined transport mounting surface on bracket 22.
Vehicle wheel component 20 is by wheel 1, the through-type oil nozzle of RC1/4 (outsourcing piece) 2, flange bushing 3, round steel 4, steel plate 5, wheel Frame 6, spring washer, bolt, nut, flanged plate 10, fashioned iron 11 form.Fashioned iron 11 passes through spring washer, bolt, spiral shell separately below Female, flanged plate 10 is fixedly connected with three wheel carriers 6, and three wheel carriers 6 are evenly arranged on fashioned iron 11 in the following, passing through steel in wheel carrier 6 Plate 5, flange bushing 3, round steel 4 are rotatablely connected wheel 1, and round steel 4 and 6 junction of wheel carrier are also equipped with the through-type oil nozzle 2 of RC1/4.
Such as Fig. 4, shown in 5, laying number is used for track used in shield disintegration underground conveying device and electric locomotive in tunnel station, It will be used to the lifting of shield disintegration underground conveying device go into the well in place, shield machine body is transported to by end well by sequencing of going into the well. Specific construction step:
(1) cutter head assembly is gone into the well
Cutter head assembly is overturn 45 ° by two loop wheel machine cooperations on ground;300T loop wheel machine cutter head assembly is hung go into the well be seated in it is special It is fixed for shield disintegration underground conveying device, and with reinforcements such as cucurbit wirerope, it is in place to be steadily moved to southern end well;
(2) anterior shield lower member is gone into the well.
Anterior shield lower component is overturn 90 ° by two loop wheel machine cooperations on ground;
300T loop wheel machine, which hangs anterior shield lower component to go into the well to be seated in, is used for shield disintegration underground conveying device, it is desirable that steady mobile It is installed to southern end well;
(3) driving part is gone into the well.
Driving assembly is overturn 90 ° by two loop wheel machine cooperations on ground;
300T loop wheel machine, which hangs driving assembly to go into the well to be seated in, is used for shield disintegration underground conveying device, it is desirable that is steadily moved to pair Face end well is installed;
(4) anterior shield top is gone into the well.
Anterior shield upper element is overturn 90 ° by two loop wheel machine cooperations on ground;
300T loop wheel machine, which hangs anterior shield upper element to go into the well to be seated in, is used for shield disintegration underground conveying device, it is desirable that steady mobile It is installed to opposite end well;
(5) method the same with anterior shield upper and lower part is utilized, by middle shield lower part, middle shield top, shield tail, assembling machine screw machine, rear Job platform, etc. liftings go into the well and be seated in for shield disintegration underground conveying device, keep each component steady, safety It is moved to southern end well to be installed, then the lifting of 1#~6# vehicle frame is gone into the well again.
Present invention application is completed in station, and shield launching end well has been closed, and is not had shield and is gone into the well and lifts item Part, the other end are that newly-increased end well can carry out lifting construction.According to field data show, most narrow place is 5.4m inside station, most Lower is 6.2m, and cutterhead needs to transport in 45° angle, tiltedly puts the wide 4.78m of cutterhead, plus be used for shield disintegration underground conveying device and Orbit altitude total height is 5.38m, meets station dead size requirement.

Claims (3)

1. one kind is used for shield disintegration underground conveying device, including vehicle wheel component, trolley body, bracket, it is characterised in that: four groups Vehicle wheel component is arranged in parallel, and is fixedly connected into three uniformly distributed fashioned iron by bolt, nut, spring washer, flanged plate small Vehicle ontology;The bracket being made of fashioned iron is fixedly connected with by bolt, nut, spring washer, flanged plate above the trolley body, There is inclined transport mounting surface on bracket.
2. according to claim 1 be used for shield disintegration underground conveying device, it is characterised in that: the vehicle wheel component is by vehicle Wheel, the through-type oil nozzle of RC1/4, flange bushing, round steel, steel plate, wheel carrier, spring washer, bolt, nut, flanged plate, fashioned iron group At the fashioned iron passes through spring washer, bolt, nut, flanged plate separately below and is fixedly connected with three wheel carriers, and three wheels Frame is evenly arranged on fashioned iron in the following, being rotatablely connected wheel by steel plate, flange bushing, round steel in wheel carrier, round steel is connect with wheel carrier Place is also equipped with the through-type oil nozzle of RC1/4.
3. a kind of using the construction method of any of claims 1 or 2 for shield disintegration underground conveying device, feature exists In Specific construction step: 1) being used for shield disintegration underground conveying device assembled formation;2) transit route is laid with track;3) motor It vehicle and goes into the well for shield disintegration underground conveying device and puts track;4) shield component is hung fills for shield disintegration underground transportation It sets and fixes;5) electric locomotive, which is pushed, reaches predetermined position for shield disintegration underground conveying device;6) construction task is completed;7) Construction site is transferred from for shield disintegration underground conveying device.
CN201810724688.6A 2018-07-04 2018-07-04 For shield disintegration underground conveying device and construction method Pending CN108952736A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810724688.6A CN108952736A (en) 2018-07-04 2018-07-04 For shield disintegration underground conveying device and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810724688.6A CN108952736A (en) 2018-07-04 2018-07-04 For shield disintegration underground conveying device and construction method

Publications (1)

Publication Number Publication Date
CN108952736A true CN108952736A (en) 2018-12-07

Family

ID=64485697

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810724688.6A Pending CN108952736A (en) 2018-07-04 2018-07-04 For shield disintegration underground conveying device and construction method

Country Status (1)

Country Link
CN (1) CN108952736A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114890029A (en) * 2022-04-26 2022-08-12 济南建华仓储设备有限公司 Shuttle type goods shelf system

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0580510A1 (en) * 1992-07-22 1994-01-26 Sika S.A. Method, equipment and device for generating and injecting foam for digging of soil
CN202483593U (en) * 2012-03-31 2012-10-10 中铁十局集团济南铁路工程有限公司 Pipe piece conveying trolley
CN103670453A (en) * 2012-09-03 2014-03-26 北车兰州机车有限公司 Rotating duct piece conveying cart
CN104343456A (en) * 2014-10-16 2015-02-11 中建交通建设集团有限公司 Movable bracket and method capable of enabling whole of back matched trolleys of shield machine to cross station
CN105041335A (en) * 2015-06-30 2015-11-11 上海市机械施工集团有限公司 Transport cart for transporting rectangular shield tunnel duct pieces
CN205872016U (en) * 2016-06-21 2017-01-11 安徽兴宇轨道装备有限公司 A frame supporting device for transport vechicle

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0580510A1 (en) * 1992-07-22 1994-01-26 Sika S.A. Method, equipment and device for generating and injecting foam for digging of soil
CN202483593U (en) * 2012-03-31 2012-10-10 中铁十局集团济南铁路工程有限公司 Pipe piece conveying trolley
CN103670453A (en) * 2012-09-03 2014-03-26 北车兰州机车有限公司 Rotating duct piece conveying cart
CN104343456A (en) * 2014-10-16 2015-02-11 中建交通建设集团有限公司 Movable bracket and method capable of enabling whole of back matched trolleys of shield machine to cross station
CN105041335A (en) * 2015-06-30 2015-11-11 上海市机械施工集团有限公司 Transport cart for transporting rectangular shield tunnel duct pieces
CN205872016U (en) * 2016-06-21 2017-01-11 安徽兴宇轨道装备有限公司 A frame supporting device for transport vechicle

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114890029A (en) * 2022-04-26 2022-08-12 济南建华仓储设备有限公司 Shuttle type goods shelf system

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Application publication date: 20181207