CN204532358U - A kind of open type TBM with section of jurisdiction installation function - Google Patents
A kind of open type TBM with section of jurisdiction installation function Download PDFInfo
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- CN204532358U CN204532358U CN201520128469.3U CN201520128469U CN204532358U CN 204532358 U CN204532358 U CN 204532358U CN 201520128469 U CN201520128469 U CN 201520128469U CN 204532358 U CN204532358 U CN 204532358U
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Abstract
The utility model discloses a kind of open type TBM with section of jurisdiction installation function, comprise cutterhead, main driving and shield, described cutterhead is fixed on shield foremost, main driving is fixed on shield, cutterhead rear end is fixedly connected with main driving, be fixed with girder in the middle part of described shield, girder be provided with successively duct piece assembling machine, propelling cylinder and support boots, the piston rod of propelling cylinder is hinged with support boots; Described support boots slide and are located on girder, and support boots are provided with groove.The utility model utilizes the support boots be arranged on girder to support the both sides in tunnel, propelling cylinder is utilized to make cutterhead under the promotion of main driving, realize driving, duct piece installation machine is utilized to be spliced prefabricated section of jurisdiction, realize the supporting to tunnel, thus substantially increase the quality of tunnel support, decrease and beat the multiple tracks such as anchor pole, shotcrete construction construction technology, improve the construction environment in efficiency of construction and tunnel, thus reduce constructor and auxiliary equipment, reduce construction cost.
Description
Technical field
The utility model relates to the technical field of tunneling equipment, is specifically related to a kind of open type TBM with section of jurisdiction installation function.
Background technology
The working procedures such as complete-section tunnel boring machine (TBM) integrates driving, supporting, slag tap are parallel works continuously, and is usually used in tunneling hard rock geology.TBM utilizes the hobboing cutter extrusion shearing fractured rock be positioned on the rotary head of front end, is then transferred out by rock ballast by conveyor.During traditional open TBM breaking surrounding rock, section of jurisdiction need be installed, beat anchor pole, the working procedures such as steel arch-shelf and sprayed mortar is installed, beat anchor pole to follow closely to tunnel riveter, by concrete sprayer to tunnel shotcrete layer, need a large amount of constructor to coordinate simultaneously, and supporting various material transport system, its complicated operation, inefficiency, limits the driving speed of TBM.Add concrete and additive serious environment pollution thereof, corrode whole equipment, thus traditional open TBM is greatly limited in the application in constructing tunnel field.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of open type TBM with section of jurisdiction installation function, the both sides in tunnel are supported by support boots, prefabricated section of jurisdiction is spliced by duct piece installation machine, the supporting quality in tunnel is improved greatly, save and beat the multiple tracks such as anchor pole, shotcrete construction construction technology, thus decrease constructor and auxiliary equipment, improve efficiency of construction, reduce construction cost.
The technical solution of the utility model is: a kind of open type TBM with section of jurisdiction installation function, comprise cutterhead, main driving and shield, described cutterhead is fixed on shield foremost, main driving is fixed on shield, cutterhead rear end is fixedly connected with main driving, be fixed with girder in the middle part of described shield, girder be provided with successively duct piece assembling machine, propelling cylinder and support boots, propelling cylinder is hinged with support boots; Described support boots slide and are located on girder, and support boots are provided with groove.
Described support boots are slidably connected by saddletree and girder.
Described saddletree two ends are respectively equipped with support boots oil cylinder, and support boots oil cylinder is connected with support boots.
The cylinder body of described propelling cylinder is hinged on girder, and the piston rod of propelling cylinder is hinged on saddletree.
Described main beam rear end is provided with the tail support system with support function.
Be provided with the sliding rail of level below described girder, sliding rail is provided with the loop wheel machine for lifting section of jurisdiction.
Described groove is the H profile steel of grille-like.
The utility model utilizes the support boots be arranged on girder to support the both sides in tunnel, propelling cylinder is utilized to make cutterhead under the promotion of main driving, realize driving, duct piece installation machine is utilized to be spliced prefabricated section of jurisdiction, realize the supporting to tunnel, thus substantially increase the quality of tunnel support, decrease and beat the multiple tracks such as anchor pole, shotcrete construction construction technology, improve the construction environment in efficiency of construction and tunnel, thus reduce constructor and auxiliary equipment, reduce construction cost.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is the profile of the utility model support boots.
Detailed description of the invention
Illustrate below in conjunction with accompanying drawing and illustrate the utility model with embodiment.
There is an open type TBM for section of jurisdiction installation function, as shown in Figure 1, comprise cutterhead 1, main driving 2 and shield 3.Cutterhead 1 is a broken laccolite body, is positioned at TBM foremost, for breaking surrounding rock.Cutterhead 1 is fixed on shield 3 foremost, and cutterhead 1 rear end is fixedly connected with main driving 2, is fixed on shield 3 in the middle part of main driving 2.Main driving 2 can be with movable knife disc 1 to rotate, and the clockwise or counterclockwise speed change of cutterhead 1 is rotated, thus braking cutterhead 1.
Shield 3 is provided with girder 5, and girder 5 front end is fixed on the middle part of shield 3.The cross-sectional area of girder 5 is rectangle, as shown in Figure 2.The sidewall of girder 5 is fixed with duct piece assembling machine 4 and propelling cylinder 6, namely the cylinder body of propelling cylinder 6 is hinged on the sidewall of girder 5.
Support boots 7 are slidably arranged on girder 5 by saddletree 14.Saddletree 14 top is provided with sliding tray, and girder 5 lower end is arranged in sliding tray, thus support boots 7 are slided with girder 5 phase.Piston rod and the saddletree 14 of propelling cylinder 6 other end are hinged.Saddletree 14 two ends are respectively equipped with support boots oil cylinder 11, and support boots oil cylinder 11 can stretch left and right.Support boots oil cylinder 11 external part is connected with support boots 7, and support boots 7 are provided with groove, this groove and matching on section of jurisdiction, avoids supportting boots 7 and acts directly on section of jurisdiction, thus reaches the section of jurisdiction after to installation in tunnel and protect.This groove is the H profile steel of grille-like.
On whole girder 5, regulate the flexible saddletree 14 that can make of propelling cylinder 6 to move forward and backward, thus drive whole support boots 7 to move forward and backward.Simultaneously, the stiction of support boots 7 and section of jurisdiction on tunnel is utilized to provide the counter-force of tunneling forward for whole TBM, piston rod due to propelling cylinder 6 rear end is hinged on saddletree 14, the cylinder body of front end is hinged on girder 5, propelling cylinder 6 stretches out and can promote girder 5 and travel forward, thus whole TBM is tunneled forward.
Duct piece assembling machine 4 is become with assembled head group by assembling machine crossbeam, bracing frame, swivel mount.Assembling machine crossbeam flange is connected on girder 5, the bracing frame of assembling machine is placed in the walking trough on assembling machine crossbeam by each two rollers in left and right, inner ring is that the ball bearing outer ring of gear ring form is connected with assembling machine bracing frame by flange, inner ring is connected with swivel mount by flange, and assembled head is connected with a crossbeam with two telescopic oil cylinders with between runing rest.Duct piece assembling machine 4 can realize multivariant picking up, make section of jurisdiction can in tunnel left and right or tilt forward and back the actions such as rotation, upwards jack-up, thus can realize the left and right in tunnel and carry out section of jurisdiction installation up and down.Duct piece assembling machine 4 rear end is provided with sliding rail 12, and sliding rail 12 is arranged on the below of girder 5.Sliding rail 12 is provided with loop wheel machine 13, and loop wheel machine 13 lower end can lift section of jurisdiction.Duct piece assembling machine 4 is transported to by sliding rail 12 after needing the section of jurisdiction of installing can be sling from whole TBM rear by loop wheel machine 13.
The below of girder 5 rear end is provided with tail support system 8, and tail support system 8 props girder 5 in rear end, thus the upper end making whole girder 5 is basic horizontal, is conducive to support boots 7 and moves horizontally on girder 5.Tail support system 8 comprises bracing frame, is provided with and vertically adjusts oil cylinder in bracing frame, moves up and down for adjusting whole tail support system 8.Support system 8 lower end is provided with groove, and the projection on itself and section of jurisdiction matches.
Cutterhead 1 is provided with sand scraper and drift sand groove, and the rock block in front is delivered to conveyor 9 by sand scraper and drift sand groove, and conveyor 9 extends to whole TBM rear end through girder 5, and detritus stone is wherein transported to the rear end of TBM by conveyor 9.
The course of work: during driving, main driving 2 provides rotary motive power for cutterhead 1, is with movable knife disc 1 to rotate; On section of jurisdiction about regulating support boots oil cylinder 11 to make the support boots 7 of the left and right sides be supported on tunnel respectively, the groove of tail support system 8 lower end with in tunnel in section of jurisdiction has been installed projection match thus prop the rear end of girder 5; Propelling cylinder 6 stretches out, and promotes girder 5 and is pushed ahead by whole TBM, thus propulsive force be delivered on cutterhead 1; Cutterhead 1, under the effect of rotatory force and motive force, completes the excavation in tunnel.
When tunnel surrounding is broken, for preventing landslide, supporting must be carried out, therefore section of jurisdiction is needed to install, its process is specially: on the section of jurisdiction about regulating support boots oil cylinder 11 to make the support boots 7 of the left and right sides be supported on tunnel respectively, the groove of tail support system 8 lower end matches with the projection of having installed section of jurisdiction in tunnel thus props the rear end of girder 5; Section of jurisdiction is transported to duct piece assembling machine 4 place through sliding rail 12 by loop wheel machine 13; Duct piece assembling machine 4 by the left and right being arranged on tunnel tightly, section of jurisdiction and up and down, install by the section of jurisdiction completing this region; Support boots oil cylinder 11 shrinks to be packed up support boots 7, and propelling cylinder 6 shrinks, thus is moved forward by support boots 7, carries out the installation in next region.Namely in Bracing Process, just complete section of jurisdiction install, in real work, its driving and Bracing Process cooperatively interact thus complete excavation and the section of jurisdiction installation in whole tunnel.
The utility model utilizes duct piece installation machine 4 prefabricated pipe section to be spliced into a complete ring, and section of jurisdiction tightly props up tunnel crag, prevents country rock from shrinking in tunnel.Because tunnel rubble betides top, section of jurisdiction, top adopts close encapsulation structure, prevents chip from dropping; Sidepiece and section of jurisdiction, bottom adopt shape steel bracket structure, effectively utilize support material.
The above; be only the utility model preferably detailed description of the invention; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the change that can expect easily or replacement, all should be encompassed within protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claims.
Claims (7)
1. one kind has the open type TBM of section of jurisdiction installation function, comprise cutterhead (1), main driving (2) and shield (3), described cutterhead (1) is fixed on shield (3) foremost, main driving (2) is fixed on shield (3), cutterhead (1) rear end is fixedly connected with main driving (2), it is characterized in that: described shield (3) middle part is fixed with girder (5), girder (5) is provided with successively duct piece assembling machine (4), propelling cylinder (6) and support boots (7), propelling cylinder (6) is hinged with support boots (7); The slip of described support boots (7) is located on girder (5), and support boots (7) is provided with groove.
2. the open type TBM with section of jurisdiction installation function according to claim 1, is characterized in that, described support boots (7) are slidably connected by saddletree (14) and girder (5).
3. the open type TBM with section of jurisdiction installation function according to claim 2, is characterized in that, described saddletree (14) two ends are respectively equipped with support boots oil cylinder (11), and support boots oil cylinder (11) is connected with support boots (7).
4. the open type TBM with section of jurisdiction installation function according to claim 3, is characterized in that, the cylinder body of described propelling cylinder (6) is hinged on girder (5), and the piston rod of propelling cylinder (6) is hinged on saddletree (14).
5. the open type TBM with section of jurisdiction installation function according to claim 1 or 4, is characterized in that, described girder (5) rear end is provided with the tail support system (8) with support function.
6. the open type TBM with section of jurisdiction installation function according to claim 5, is characterized in that, described girder (5) below is provided with the sliding rail (12) of level, and sliding rail (12) is provided with the loop wheel machine (13) for lifting section of jurisdiction.
7. the open type TBM with section of jurisdiction installation function according to claim 1, is characterized in that, described groove is the H profile steel of grille-like.
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104747199A (en) * | 2015-03-06 | 2015-07-01 | 中铁工程装备集团有限公司 | Open type TBM with segment installation function |
CN105443146A (en) * | 2015-12-22 | 2016-03-30 | 中国葛洲坝集团第三工程有限公司 | Installation device and method of U-shaped beam in shield type TBM |
CN108060933A (en) * | 2018-01-22 | 2018-05-22 | 中铁工程装备集团有限公司 | A kind of shield formula tunnel duct piece quick-assembling equipment and lining methods |
CN108756905A (en) * | 2018-07-19 | 2018-11-06 | 中国铁建重工集团有限公司 | Shield machine and its double shields support shoe apparatus |
CN109891052A (en) * | 2016-10-04 | 2019-06-14 | 布伊古公共工程公司 | For automatic Picking and section of jurisdiction is laid with to form the device and method of tunnel-liner |
CN112554899A (en) * | 2020-12-08 | 2021-03-26 | 中国铁建重工集团股份有限公司 | Hard rock tunnel boring machine |
CN115038853A (en) * | 2020-03-27 | 2022-09-09 | 株式会社小松制作所 | Tunnel excavating device |
-
2015
- 2015-03-06 CN CN201520128469.3U patent/CN204532358U/en active Active
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104747199A (en) * | 2015-03-06 | 2015-07-01 | 中铁工程装备集团有限公司 | Open type TBM with segment installation function |
CN105443146A (en) * | 2015-12-22 | 2016-03-30 | 中国葛洲坝集团第三工程有限公司 | Installation device and method of U-shaped beam in shield type TBM |
CN105443146B (en) * | 2015-12-22 | 2017-12-26 | 中国葛洲坝集团第三工程有限公司 | U-shaped beam erecting device and method in a kind of shield formula TBM |
CN109891052A (en) * | 2016-10-04 | 2019-06-14 | 布伊古公共工程公司 | For automatic Picking and section of jurisdiction is laid with to form the device and method of tunnel-liner |
CN108060933A (en) * | 2018-01-22 | 2018-05-22 | 中铁工程装备集团有限公司 | A kind of shield formula tunnel duct piece quick-assembling equipment and lining methods |
CN108756905A (en) * | 2018-07-19 | 2018-11-06 | 中国铁建重工集团有限公司 | Shield machine and its double shields support shoe apparatus |
CN108756905B (en) * | 2018-07-19 | 2024-01-19 | 中国铁建重工集团股份有限公司 | Shield machine and double-shield support shoe device thereof |
CN115038853A (en) * | 2020-03-27 | 2022-09-09 | 株式会社小松制作所 | Tunnel excavating device |
CN112554899A (en) * | 2020-12-08 | 2021-03-26 | 中国铁建重工集团股份有限公司 | Hard rock tunnel boring machine |
CN112554899B (en) * | 2020-12-08 | 2023-06-06 | 中国铁建重工集团股份有限公司 | Hard rock tunnel boring machine |
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