CN106640089A - Platform system for vertical shaft heading machine - Google Patents
Platform system for vertical shaft heading machine Download PDFInfo
- Publication number
- CN106640089A CN106640089A CN201610898055.8A CN201610898055A CN106640089A CN 106640089 A CN106640089 A CN 106640089A CN 201610898055 A CN201610898055 A CN 201610898055A CN 106640089 A CN106640089 A CN 106640089A
- Authority
- CN
- China
- Prior art keywords
- jurisdiction
- section
- vertical shaft
- shaft
- platform
- 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.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D1/00—Sinking shafts
- E21D1/03—Sinking shafts mechanically, e.g. by loading shovels or loading buckets, scraping devices, conveying screws
- E21D1/06—Sinking shafts mechanically, e.g. by loading shovels or loading buckets, scraping devices, conveying screws with shaft-boring cutters
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D1/00—Sinking shafts
- E21D1/08—Sinking shafts while moving the lining downwards
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D5/00—Lining shafts; Linings therefor
- E21D5/04—Lining shafts; Linings therefor with brick, concrete, stone, or similar building materials
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D5/00—Lining shafts; Linings therefor
- E21D5/12—Accessories for making shaft linings, e.g. suspended cradles, shutterings
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D7/00—Shaft equipment, e.g. timbering within the shaft
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a platform system for a vertical shaft heading machine. A cylindrical stand column is arranged in the center of a platform, shaft guide holes are symmetrically formed in the portions, on the two sides of the stand column, of the platform, a first shaft cover and a second shaft cover are correspondingly arranged above the shaft guide holes, and a segment limiting and centering tool is arranged on one side of the first shaft cover; a rotating mechanism is arranged on the periphery above the stand column, at least four lifting mechanisms are evenly distributed between the rotating mechanism and the platform; a vertical-shaft segment erector system is arranged on the rotating mechanism, a vertical shaft anchor rod drilling system is arranged at the corresponding portion, in a U-shaped opening of the vertical-shaft segment erector system, of the rotating mechanism, and a first vertical-shaft leading drilling system and a second vertical-shaft leading drilling system are arranged on the two sides above the vertical-shaft segment erector system respectively; a segment is arranged on one side of the middle of the vertical-shaft segment erector system; a pair of guide rails are arranged at the portions, on one side of the stand column, of the platform and provided with an emergency segment containing system. The multiple devices share the assembly of the rotating mechanism and the lifting mechanisms, weight is reduced, the shaft wall can be expanded, and university is improved.
Description
Technical field
The present invention relates to shaft excavation machine related system, especially a kind of shaft excavation machine plateform system.
Background technology
In heading equipment field, the equipment for excavating vertically downward is referred to as shaft excavation machine, and shaft excavation machine is in all of tunnel
It is design difficulty highest in the construction equipments such as road, massif, is a set of extremely complex system, is related to machinery, electric air-liquid
The various fields such as pressure, ventilation, cooling, dedusting, mud-water separation, accurate guiding, personnel and equipment safety, with high content of technology, work
Flow process is complicated.
Shaft excavation machine needs to drill stratum in digging process, reconnoitres；The split borehole wall for scraping out type is managed
Sheet built；Due to being vertical shaft, more than 2 tons, needs carry out anchoring process to a section of jurisdiction weight to assembled complete section of jurisdiction.
Traditional horizontal tunnel development machine, its duct piece assembling machine, advance drilling, anchor pole are bored and are all installed separately, these three
Part will individually provide space and be arranged, and shaft excavation machine needs weight the smaller the better due to its particularity, space collection
Into degree, the higher the better, if this 3 parts integrated, difficulty is very big, and needs to consider several factors：Function will
Completely, do not interfere each other, it is also contemplated that space for maintenance, control mode, assemble sequence.
To meet plant maintenance requirement, needs open up goods and materials on platform and transport passage (cage guide), are guarantee personnel and set
Standby safety, passage will be closed at ordinary times by manhole cover system, just be opened only when needing to use, due to 2 passages more than on platform,
Placing when vertical shaft duct piece assembling machine, advance drilling, anchor pole are bored needs to get out of the way channel position, causes the more complicated difficulty of design.
In view of the foregoing, the structure of existing development machine needs to redesign.
The content of the invention
The invention aims to overcome deficiency of the prior art, there is provided a kind of shaft excavation machine plateform system,
By numerous integration of equipments together, the space of a large amount of preciousnesses is saved；Multiple equipment shares a set of slew gear, elevating mechanism,
Weight is alleviated, great amount of cost has been saved；The extension of the achievable borehole wall, improves versatility, can be cost-effective for enterprise, there is one
Fixed economic benefit；Using remote controller operation, the security of workman is improve；Each equipment adopts modular assembly together,
It is easy to safeguard.
The present invention to achieve these goals, is adopted the following technical scheme that：A kind of shaft excavation machine plateform system, be
By：Section of jurisdiction, the spacing centralizing tool in section of jurisdiction, the first well lid, vertical shaft duct piece assembling machine system, platform, column, elevating mechanism, guide rail,
Emergent section of jurisdiction parking system, slew gear, the second well lid, vertical shaft anchor pole drill system, the advanced drill system of the first vertical shaft, the second vertical shaft
Advanced drill system is constituted；Platform is circle, and Platform center arranges cylinder column, on the platform of column both sides cage guide is symmetrical arranged
Hole, the symmetrical cage guide hole top is correspondingly arranged the first well lid and the second well lid, and the side on the first well lid arranges section of jurisdiction limit
Position centralizing tool, column top periphery arranges slew gear, and at least four lifts are uniformly distributed between slew gear and platform
Structure, vertical shaft duct piece assembling machine system adopts U-shaped structure, vertical shaft duct piece assembling machine system to be arranged on slew gear, vertical shaft section of jurisdiction
Vertical shaft anchor pole drill system is set in the U-shaped mouth of assembling machine system on corresponding slew gear, vertical shaft duct piece assembling machine system
Top both sides are respectively provided with the advanced drill system of the first vertical shaft and the advanced drill system of the second vertical shaft, in vertical shaft duct piece assembling machine system
Portion side arranges section of jurisdiction, and the initial position of the section of jurisdiction is located at the top of the first well lid, on the platform of column side a pair are arranged
Guide rail, arranges emergent section of jurisdiction parking system on the pair of guide rail, the pair of guide rail is perpendicular to the first well lid and the second well lid
The line of centres.
Section of jurisdiction is transported to after plateform system from ground, the spacing centralizing tool in the section of jurisdiction at the upper side of the first well lid gradually with section of jurisdiction
Contact, the spacing centralizing tool in section of jurisdiction is limited the position of section of jurisdiction, makes section of jurisdiction perpendicular to the center surface of the first well lid, will
Section of jurisdiction is arranged on the middle part side of U-shaped vertical shaft duct piece assembling machine system, and then the spacing centralizing tool in section of jurisdiction sets back, vertical shaft pipe
Piece assembling machine system controls the height of section of jurisdiction by adjusting the height of elevating mechanism, by rotating above slew gear to control
The operating position of tubulation piece, vertical shaft duct piece assembling machine system is attached to section of jurisdiction behind required position, vertical shaft duct piece assembling machine
System sets back, and moves in circles by above step, and section of jurisdiction is arranged on the borehole wall by the program of design；
When having a power failure, the stand-by power supply being equipped with by platform side makes vertical shaft duct piece assembling machine system carrying section of jurisdiction exist
Rotate on slew gear, emergent section of jurisdiction parking system is slided to desired location along guide rail, treat that vertical shaft duct piece assembling machine system is carried
Section of jurisdiction is moved at emergent section of jurisdiction parking system stops the rotation, and section of jurisdiction is placed on emergent section of jurisdiction and is stopped by vertical shaft duct piece assembling machine system
On place system；Emergent section of jurisdiction parking system is usually located at platform inner side, against column, can avoid freeing dry with other equipment
Relate to；
After the completion of pipe sheet assembling, anchoring of the vertical shaft anchor pole drill system by slew gear, elevating mechanism to reserving on section of jurisdiction
Hole is positioned, is crept into, is anchored work, plays a part of to reinforce section of jurisdiction；
Before shaft excavation machine is excavated downwards, the advanced drill system of the first vertical shaft and the advanced drill system of the second vertical shaft are by rising
Descending mechanism adjusts height, and by slew gear regulating circumferential position, after position determines, the advanced drill system of the first vertical shaft and second is erected
The advanced drill system of well carries out the exploration of geology, and Underground water provides injected hole for grouting equipment, consolidates bottom.
The invention has the beneficial effects as follows：Present invention excavator different from the past excavates small-sized vertical shaft, and the present invention uses TBM
Straight down excavating shaft, adapts in a range of borehole wall diameter, simultaneously to borehole wall lining segment, excavating shaft in driving
One-shot forming, the plateform system is one of core component of the shaft excavation machine, the vertical shaft pipe being integrated with needed for shaft sinking
Piece assembling machine system, the spacing centralizing tool in section of jurisdiction, emergent section of jurisdiction parking system, the advanced drill system of vertical shaft, vertical shaft anchor pole drill system.
Requirement possesses very high positioning precision, is a set of complicated mechanical, electrical, liquid integrated system.
Present configuration is compact, can meet the expansible requirement of borehole wall diameter, integrates probing, anchoring, pipe sheet assembling.By
The equipment placed in the plateform system is more, limited space, it is desirable to design compression stroke of trying one's best.The plateform system meets section of jurisdiction spelling
Dress, anchoring, the requirement of Advance Drilling, positioning precision is high；The requirement of achievable borehole wall extension, and possess very high intensity and just
Degree.
Numerous integration of equipments together, are saved the space of a large amount of preciousnesses by the present invention；Multiple equipment shares a set of revolution
Mechanism, elevating mechanism, alleviate weight, have saved great amount of cost；Using Telescopic boom mechanism, the extension of the shaft drilling machine is realized
Property require, improve versatility, can for enterprise it is cost-effective, have certain economic benefit；Using remote controller operation, work is improve
The security of people；Each equipment together, is easy to safeguard using modular assembly, present invention decreases spatial volume, while
Greatly reduce cost.
To realize that high pulling torque drives, using hydraulic system power；To realize expansible requirement, be vertical shaft duct piece assembling machine,
Vertical shaft anchor pole drill system, the advanced drill system of the first vertical shaft, the second vertical shaft advance drilling system configuration Telescopic boom mechanism, telescopic arm is adopted
Hydraulic cylinder precise control, by displacement transducer position is accurately monitored；For save space and cost, vertical shaft duct piece assembling machine system
System, vertical shaft anchor pole drill system, the advanced drill system of the first vertical shaft, the advanced drill system of the second vertical shaft share a set of slew gear and lifting
Mechanism；To ensure positioning requirements and operating efficiency, all hydraulic cylinder configuration balanced valve, proportioning valve.In order to ensure personal security, adopt
With the equipment on the remote control control platform, and standby a set of straight control operating desk system, use in the case of remote control failure.For
Guarantee personnel and equipment safety, configure cage guide well lid, and cage guide is only just opened when needing and transporting goods and materials, maintenance downwards, flat
When be all to be sealed by well lid.To prevent from having a power failure, emergent section of jurisdiction parking system is set.
The spacing centralizing tool in section of jurisdiction：Due to the particularity of vertical shaft, section of jurisdiction transport is transported downwards by shaft top, when section of jurisdiction is arrived
Up to after the specified location of platform, the spacing centralizing tool in section of jurisdiction is started working, and to section of jurisdiction the restriction of position is carried out, and is easy to vertical shaft section of jurisdiction
Assembling machine system is operated.The spacing centralizing tool in section of jurisdiction is arranged on cage guide well lid.
Vertical shaft duct piece assembling machine system：The effect of vertical shaft duct piece assembling machine system is quick, safe efficient to carry out section of jurisdiction
It is assembled.Achievable borehole wall extension requires that all hydraulic element configures displacement transducer, balanced valve, proportioning valve.
Emergent section of jurisdiction parking system：When unexpected power-off is run into, using stand-by power supply, section of jurisdiction is placed on into emergent section of jurisdiction and is stopped
On place system.Emergent section of jurisdiction parking system can be moved on guide rail, and multifunctional platform inner side is placed at ordinary times, against column, this
Sample can avoid freeing interference with other equipment.
Vertical shaft anchor pole drill system：The effect of vertical shaft anchor pole drill system is that assembled good section of jurisdiction is anchored, and is reinforced
The lining-up of section of jurisdiction.Anchor hole is reserved with section of jurisdiction, the jumbolter of vertical shaft anchor pole drill system is realized positioning by anchor hole, carried out
Drilling work.
The advanced drill system of vertical shaft：The effect of the advanced drill system of vertical shaft is that geology is reconnoitred, and Underground water is slip casting
Equipment provides injected hole, consolidates stratum.To improve operating efficiency, the plateform system configures 2 sets of advanced rigs.It is wherein a set of advanced
Brill is fixed on vertical shaft duct piece assembling machine, and another set of advanced rig can swing certain angle, so be convenient for advanced hole
The positioning of position.
Numerous integration of equipments together, are saved the space of a large amount of preciousnesses by the platform；Multiple equipment shares a set of revolution
Mechanism, elevating mechanism, alleviate weight, have saved great amount of cost；The extension of the achievable borehole wall, improves versatility, can be enterprise
Industry is cost-effective, there is certain economic benefit；Using remote controller operation, the security of workman is improve；Each equipment adopts mould
Block is assembled together, and is easy to safeguard.
Description of the drawings
Below in conjunction with the accompanying drawings the invention will be further described：
Fig. 1 is platform general assembly dimensional structure diagram；
Fig. 2 is platform overlooking the structure diagram；
Fig. 1, in 2：The spacing centralizing tool 2 in section of jurisdiction 1, section of jurisdiction, the first well lid 3, vertical shaft duct piece assembling machine system 4, platform 5,
Column 6, elevating mechanism 7, guide rail 8, emergent section of jurisdiction parking system 9, slew gear 10, the second well lid 11, vertical shaft anchor pole drill system
12nd, the advanced drill system 13 of the first vertical shaft, the advanced drill system 14 of the second vertical shaft.
Specific embodiment
With reference to embodiment the present invention is described in further detail with specific embodiment：
Embodiment 1
Platform 5 is circle, and the centrally disposed cylinder column 6 of platform 5 is symmetrical arranged cage guide on the platform 5 of the both sides of column 6
Hole, the symmetrical cage guide hole top is correspondingly arranged the first well lid 3 and the second well lid 11, and the side on the first well lid 3 arranges pipe
The spacing centralizing tool 2 of piece, the top periphery of column 6 arranges slew gear 10, is uniformly distributed at least between slew gear 10 and platform 5
Four elevating mechanisms 7, vertical shaft duct piece assembling machine system 4 adopts U-shaped structure, vertical shaft duct piece assembling machine system 4 to be arranged on turn-around machine
On structure 10, vertical shaft anchor pole drill system 12 is set in the U-shaped mouth of vertical shaft duct piece assembling machine system 4 on corresponding slew gear 10,
The top both sides of vertical shaft duct piece assembling machine system 4 are respectively provided with the advanced drill system of the advanced vertical shaft of drill system 13 and second of the first vertical shaft
14, the middle part side of vertical shaft duct piece assembling machine system 4 arranges section of jurisdiction 1, and the initial position of the section of jurisdiction 1 is located at the first well lid 3
Top, arranges a pair of guide rails 8 on the platform 5 of the side of column 6, emergent section of jurisdiction parking system 9, institute are arranged on the pair of guide rail 8
A pair of guide rails 8 is stated perpendicular to the first well lid 3 and the line of centres of the second well lid 11.
Embodiment 2
Section of jurisdiction 1 is transported to after plateform system from ground, the spacing centralizing tool 2 in section of jurisdiction of the upper side of the first well lid 3 gradually with
Section of jurisdiction 1 contacts, and the spacing centralizing tool 2 in section of jurisdiction is limited the position of section of jurisdiction 1, makes section of jurisdiction 1 perpendicular to the center of the first well lid 3
Surface, by section of jurisdiction 1 the middle part side of U-shaped vertical shaft duct piece assembling machine system 4 is arranged on, and then the spacing centralizing tool 2 in section of jurisdiction is extensive
Position is restored, vertical shaft duct piece assembling machine system 4 controls the height of section of jurisdiction 1 by adjusting the height of elevating mechanism 7, by revolution
The top rotation of mechanism 10 to control the operating position of section of jurisdiction 1, vertical shaft duct piece assembling machine system 4 section of jurisdiction 1 is attached to required for
Behind position, vertical shaft duct piece assembling machine system 4 sets back, and moves in circles by above step, and section of jurisdiction 1 is installed by the program of design
On the borehole wall；
When having a power failure, the stand-by power supply being equipped with by the side of platform 5 makes vertical shaft duct piece assembling machine system 4 carry section of jurisdiction
1 rotates on slew gear 10, and emergent section of jurisdiction parking system 9 is slided to desired location along guide rail 8, treats vertical shaft duct piece assembling machine system
System 4 carries section of jurisdiction 1 and is moved at emergent section of jurisdiction parking system 9 and stops the rotation, and vertical shaft duct piece assembling machine system 4 places section of jurisdiction 1
On emergent section of jurisdiction parking system 9；Emergent section of jurisdiction parking system 9 is usually located at the inner side of platform 5, against column 6, can avoid with
Other equipment is interfered；
After the completion of the assembly of section of jurisdiction 1, vertical shaft anchor pole drill system 12 is by slew gear 10, elevating mechanism 7 to reserving on section of jurisdiction 1
Anchor hole positioned, crept into, anchored work, play a part of reinforce section of jurisdiction 1；
Before shaft excavation machine is excavated downwards, the advanced drill system 14 of the advanced vertical shaft of drill system 13 and second of the first vertical shaft leads to
Cross elevating mechanism 7 and adjust height, by the regulating circumferential position of slew gear 10, after position determines, the advanced drill system of the first vertical shaft
13 and second the advanced drill system 14 of vertical shaft carry out the exploration of geology, Underground water provides injected hole, firmly for grouting equipment
Layer.
Claims (2)
1. a kind of shaft excavation machine plateform system, be by：Section of jurisdiction (1), the spacing centralizing tool in section of jurisdiction (2), the first well lid (3),
Vertical shaft duct piece assembling machine system (4), platform (5), column (6), elevating mechanism (7), guide rail (8), emergent section of jurisdiction parking system
(9), slew gear (10), the second well lid (11), vertical shaft anchor pole drill system (12), the advanced drill system of the first vertical shaft (13), second
The advanced drill system of vertical shaft (14) is constituted；It is characterized in that：Platform (5) is circle, the centrally disposed cylinder column (6) of platform (5),
Cage guide hole is symmetrical arranged on the platform (5) of column (6) both sides, the symmetrical cage guide hole top is correspondingly arranged the first well lid (3)
With the second well lid (11), the side on the first well lid (3) arranges the spacing centralizing tool (2) in section of jurisdiction, the periphery setting of column (6) top
Slew gear (10), is uniformly distributed at least four elevating mechanisms (7) between slew gear (10) and platform (5), vertical shaft section of jurisdiction is spelled
Installation system (4) adopts U-shaped structure, vertical shaft duct piece assembling machine system (4) to be arranged on slew gear (10), vertical shaft pipe sheet assembling
Vertical shaft anchor pole drill system (12), vertical shaft duct piece assembling machine are set on slew gear (10) corresponding in the U-shaped mouth of machine system (4)
The top both sides of system (4) are respectively provided with the advanced drill system of the first vertical shaft (13) and the advanced drill system of the second vertical shaft (14), vertical shaft
The middle part side of duct piece assembling machine system (4) arranges section of jurisdiction (1), and the initial position of the section of jurisdiction (1) is located at the first well lid (3)
Top, arranges a pair of guide rails (8) on the platform (5) of column (6) side, emergent section of jurisdiction is arranged on the pair of guide rail (8) and is parked
System (9), the pair of guide rail (8) is perpendicular to the first well lid (3) and the line of centres of the second well lid (11).
2. a kind of method of operating of shaft excavation machine plateform system, it is characterised in that：Section of jurisdiction (1) is transported to plateform system from ground
Afterwards, the spacing centralizing tool in the section of jurisdiction (2) at the upper side of the first well lid (3) gradually contacts with section of jurisdiction (1), the spacing centralizing tool in section of jurisdiction
(2) position of section of jurisdiction (1) is limited, makes section of jurisdiction (1) directly over the center of the first well lid (3), by section of jurisdiction (1) peace
The middle part side of U-shaped vertical shaft duct piece assembling machine system (4) is mounted in, then the spacing centralizing tool in section of jurisdiction (2) sets back, vertical shaft pipe
Piece assembling machine system (4) controls the height of section of jurisdiction (1) by adjusting the height of elevating mechanism (7), by slew gear
(10) top is rotated to control the operating position of section of jurisdiction (1), needed for vertical shaft duct piece assembling machine system (4) is attached to section of jurisdiction (1)
Behind the position wanted, vertical shaft duct piece assembling machine system (4) sets back, and moves in circles by above step, by section of jurisdiction (1) by design
Program is arranged on the borehole wall；
When having a power failure, the stand-by power supply being equipped with by platform (5) side makes vertical shaft duct piece assembling machine system (4) carry section of jurisdiction
(1) rotate on slew gear (10), emergent section of jurisdiction parking system (9) is slided to desired location along guide rail (8), treats vertical shaft section of jurisdiction
Assembling machine system (4) carrying section of jurisdiction (1) is moved to emergent section of jurisdiction parking system (9) place and stops the rotation, vertical shaft duct piece assembling machine system
System (4) is placed on section of jurisdiction (1) on emergent section of jurisdiction parking system (9)；Emergent section of jurisdiction parking system (9) is usually located at platform (5)
Inner side, against column (6), can avoid being interfered with other equipment；
After the completion of the assembly of section of jurisdiction (1), vertical shaft anchor pole drill system (12) is by slew gear (10), elevating mechanism (7) to section of jurisdiction (1)
Upper reserved anchor hole is positioned, is crept into, is anchored work, plays a part of to reinforce section of jurisdiction (1)；
Before shaft excavation machine is excavated downwards, the advanced drill system of the first vertical shaft (13) and the advanced drill system of the second vertical shaft (14) are logical
Cross elevating mechanism (7) and adjust height, by slew gear (10) regulating circumferential position, after position determines, the first vertical shaft advance drilling
System (13) and the advanced drill system of the second vertical shaft (14) carry out the exploration of geology, and Underground water provides slip casting for grouting equipment
Hole, consolidates stratum.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610898055.8A CN106640089B (en) | 2016-10-14 | 2016-10-14 | A kind of shaft excavation machine plateform system and its operating method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610898055.8A CN106640089B (en) | 2016-10-14 | 2016-10-14 | A kind of shaft excavation machine plateform system and its operating method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106640089A true CN106640089A (en) | 2017-05-10 |
| CN106640089B CN106640089B (en) | 2018-08-17 |
Family
ID=58855219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610898055.8A Active CN106640089B (en) | 2016-10-14 | 2016-10-14 | A kind of shaft excavation machine plateform system and its operating method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106640089B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590663A (en) * | 2018-06-11 | 2018-09-28 | 中铁工程装备集团有限公司 | A kind of integrated supporting platform of Construction of Silo |
| CN109653766A (en) * | 2018-11-15 | 2019-04-19 | 北方重工装备（沈阳）有限公司 | A kind of duct piece assembling machine suitable for miniature shield machine |
| CN112253132A (en) * | 2020-09-07 | 2021-01-22 | 辽宁三三工业有限公司 | Immersed tube guiding system suitable for vertical shield machine |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0525989A (en) * | 1991-07-18 | 1993-02-02 | Takenaka Komuten Co Ltd | Vertical type shield method |
| JPH0642283A (en) * | 1992-07-22 | 1994-02-15 | Tokyo Electric Power Co Inc:The | Erecter device for shaft shield advancing machine |
| JPH0649593U (en) * | 1992-12-03 | 1994-07-08 | 株式会社協和エクシオ | Simultaneous propulsion assembly type shield excavator |
| JPH10169391A (en) * | 1996-12-13 | 1998-06-23 | Taisei Corp | Shaft-segment assembling facility |
| JPH11229754A (en) * | 1998-02-18 | 1999-08-24 | Taisei Corp | Pilot drift type shield drilling method and device |
| CN101705830A (en) * | 2009-10-21 | 2010-05-12 | 上海隧道工程股份有限公司 | Vacuum cup six-degree-of-freedom shield tunnel segment erector |
-
2016
- 2016-10-14 CN CN201610898055.8A patent/CN106640089B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0525989A (en) * | 1991-07-18 | 1993-02-02 | Takenaka Komuten Co Ltd | Vertical type shield method |
| JPH0642283A (en) * | 1992-07-22 | 1994-02-15 | Tokyo Electric Power Co Inc:The | Erecter device for shaft shield advancing machine |
| JPH0649593U (en) * | 1992-12-03 | 1994-07-08 | 株式会社協和エクシオ | Simultaneous propulsion assembly type shield excavator |
| JPH10169391A (en) * | 1996-12-13 | 1998-06-23 | Taisei Corp | Shaft-segment assembling facility |
| JPH11229754A (en) * | 1998-02-18 | 1999-08-24 | Taisei Corp | Pilot drift type shield drilling method and device |
| CN101705830A (en) * | 2009-10-21 | 2010-05-12 | 上海隧道工程股份有限公司 | Vacuum cup six-degree-of-freedom shield tunnel segment erector |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590663A (en) * | 2018-06-11 | 2018-09-28 | 中铁工程装备集团有限公司 | A kind of integrated supporting platform of Construction of Silo |
| CN109653766A (en) * | 2018-11-15 | 2019-04-19 | 北方重工装备（沈阳）有限公司 | A kind of duct piece assembling machine suitable for miniature shield machine |
| CN112253132A (en) * | 2020-09-07 | 2021-01-22 | 辽宁三三工业有限公司 | Immersed tube guiding system suitable for vertical shield machine |
| CN112253132B (en) * | 2020-09-07 | 2023-01-20 | 辽宁三三工业有限公司 | Immersed tube guiding system suitable for vertical shield machine |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106640089B (en) | 2018-08-17 |
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