CN102814634A - Underground installation device and method for lifting system of ultra-large type shield tunneling machine - Google Patents
Underground installation device and method for lifting system of ultra-large type shield tunneling machine Download PDFInfo
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- CN102814634A CN102814634A CN2012100665519A CN201210066551A CN102814634A CN 102814634 A CN102814634 A CN 102814634A CN 2012100665519 A CN2012100665519 A CN 2012100665519A CN 201210066551 A CN201210066551 A CN 201210066551A CN 102814634 A CN102814634 A CN 102814634A
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Abstract
The invention discloses an underground installation device for a lifting system of an ultra-large type shield tunneling machine. The underground installation device comprises a transport device and an assembly device. An underground installation method for the lifting system of the ultra-large type shield tunneling machine utilizing the underground installation device for the lifting system of the ultra-large type shield tunneling machine comprises the following steps that a, the transport cart transports one trolley to an appointed position; b, an adjusting support and an adjusting jack are placed on the left side and the right side of the trolley, and leveling is performed on the trolley; c, after leveling, the trolley is connected with the front trolley; and d, the transport cart withdraws from the trolley and transports the next trolley. By means of the technical scheme, the underground installation device and method for the lifting system of the ultra-large type shield tunneling machine utilize the transport cart to achieve transport and assembly, so that the problem that assembly cannot be achieved through a lifting device underground can be effectively solved, underground assembly speed can be increased, and installation accuracy is ensured.
Description
Technical field
the present invention relates to a kind of ultra-large type shield machine tackling system down-hole erecting device and installation method.
Background technology
shield tunnel development machine; Be called for short shield machine; Be a kind of special engineering machinery of tunnel piercing; Carry out that tunnel construction has the automaticity height, saves manpower, speed of application is fast, face sedimentation controllably when cavitation, weatherproof, excavation, reduce the influence of above ground structure and do not influence characteristics such as water surface traffic when excavating under water, under the situation long at tunnel hole line, that buried depth is bigger, with shield machine with more economical rationality of shield machine construction.
shield machine tackling system generally has a plurality of chassis; Each chassis is assembled by more piece again; Because the chassis vehicle frame weight of large-scale shield structure is heavier, volume is bigger, particularly in the shield launching well, carries out in the assembly unit; Can't use hanging device, this speed and precision to the down-hole assembly unit all has very large influence.
Summary of the invention
the object of the present invention is to provide a kind of ultra-large type shield machine tackling system down-hole erecting device and installation method in order to address the above problem.
are in order to reach above purpose; The technical scheme that the present invention adopts is: ultra-large type shield machine tackling system down-hole erecting device; It comprises conveying arrangement and assembly unit device; Conveying arrangement comprises track, has the transport vehicle of the wheel that matches with track, and the assembly unit device comprises the adjustment support, is positioned at the adjustment jack of the support chassis of adjustment support top.
further, transport vehicle comprises vehicle frame, is positioned at the wheel of vehicle frame lower end, wheel comprises the vehicle wheel frame that is connected with vehicle frame, the wheel body that is installed on the vehicle wheel frame lower end.
Another program of the present invention is: a kind of ultra-large type shield machine tackling system down-hole installation method of using above-mentioned ultra-large type shield machine tackling system down-hole erecting device may further comprise the steps:
A. by transport vehicle one joint chassis is transported to assigned address;
B. will adjust the left and right sides that support and adjustment jack be placed on this joint chassis also should save chassis and carried out leveling;
C. after the leveling, should save chassis and be connected with last joint chassis;
d. withdraws from transport vehicle under this joint chassis, transport vehicle transports next joint chassis.
are owing to adopted technique scheme; Ultra-large type shield machine tackling system down-hole erecting device of the present invention and installation method; Adopt transport vehicle transportation assembly unit; Can effectively solve the problem that the hanging device assembly unit can't be used in the down-hole, and can increase down-hole assembly unit speed, guarantee installation accuracy.
Description of drawings
Accompanying drawing 1 is the structural representation of erecting device of the present invention;
Accompanying drawing 2 is the front view of transport vehicle of the present invention;
Accompanying drawing 3 is the left view of transport vehicle of the present invention;
Accompanying drawing 4 is the vertical view of transport vehicle of the present invention;
Accompanying drawing 5 is the front view of transport vehicle wheel of the present invention;
Accompanying drawing 6 is the left view of transport vehicle wheel of the present invention;
Accompanying drawing 7 is the cutaway view of transport vehicle wheel wheel body of the present invention;
Sketch map when accompanying drawing 8 transports the second chassis first segment for transport vehicle of the present invention;
Sketch map when accompanying drawing 9 transports second chassis, second joint for transport vehicle of the present invention;
Sketch map when accompanying drawing 10 transports second chassis the 3rd joint for transport vehicle of the present invention;
Sketch map when accompanying drawing 11 transports second chassis the 4th joint for transport vehicle of the present invention;
Sketch map when accompanying drawing 12 transports second chassis the 5th joint for transport vehicle of the present invention;
accompanying drawing 13 is the effect structural representation after the second chassis assembly unit of the present invention is accomplished.
Label is among the figure:
11, track; 12, transport vehicle; 13, wheel; 131, vehicle wheel frame; 132, wheel body; 133, body; 134, bearing; 135, axletree; 136, axle head baffle plate; 137, wheel rim; 14, vehicle frame; 15, adjustment support; 16, adjustment jack; 17, counterweight;
20, chassis; 21, the second chassis first segment; 22, second chassis, second joint; 23, second chassis the 3rd joint; 24, second chassis the 4th joint; 25, second chassis the 5th joint;
30, tunnel inwall.
The specific embodiment
Set forth preferred embodiment of the present invention below in conjunction with accompanying drawing in detail
, thereby so that advantage of the present invention and characteristic can be easier to it will be appreciated by those skilled in the art that protection scope of the present invention is made more explicit defining.
can be found out from the structural representation of accompanying drawing 1 to accompanying drawing 7; The invention provides ultra-large type shield machine tackling system down-hole erecting device; It comprises conveying arrangement and assembly unit device; Conveying arrangement comprises track 11, has the transport vehicle 12 of the wheel 13 that matches with track 11, and the assembly unit device comprises adjustment support 15, is positioned at the adjustment jack 16 of the support chassis of adjustment support 15 tops.
shown in accompanying drawing 2 to accompanying drawing 6, transport vehicle 16 comprises vehicle frame 14, is positioned at the wheel 13 of vehicle frame lower end, and wheel 13 comprises the vehicle wheel frame 131 that is connected with vehicle frame 14, the wheel body 132 that is installed on vehicle wheel frame 131 lower ends.
In
present embodiment shown in accompanying drawing 7; Wheel body 132 comprises the axletree 135 that is connected with vehicle wheel frame 131, is rotatably installed in body 133 on the axletree 135, is arranged on the axle head baffle plate 136 at axletree 135 two ends through bearing 134, and the two ends of body 133 are provided with along the radially outward protruding wheel rim 137 of body 133.When transport vehicle 16 transported chassis, track 11 was between two wheel rims 137.Bearing 134 is whole embedded bearing.
A kind of ultra-large type shield machine tackling system down-hole installation method of using above-mentioned ultra-large type shield machine tackling system down-hole erecting device may further comprise the steps:
A. by transport vehicle 12 a joint chassis is transported to assigned address;
B. will adjust support 15 and adjustment jack 16 is placed on this joint chassis of the left and right sides of this joint chassis also should save chassis carries out leveling;
C. after the leveling, should save chassis and be connected with last joint chassis;
d. withdraws from transport vehicle 12 under this joint chassis, transport vehicle transports next joint chassis.
The chassis that
shield machine connects from front to back from beginning to end successively is followed successively by first chassis, second chassis and the 3rd chassis; Present embodiment is an example so that second chassis to be installed; Shown in accompanying drawing 8 to accompanying drawing 13, to steps d, the second chassis first segment 21 is transported to assigned address at first mutually according to above-mentioned step a; With after adjustment support 15 and 16 leveling of adjustment jack, the front end of the second chassis first segment 21 is connected with the rear end of the first chassis final section; Again second chassis second joint 22 is transported to assigned address, after the leveling, the front end of second chassis, second joint 22 is connected with the rear end of the second chassis first segment 21; Connect second chassis the 5th joint 25 (rear end of second chassis the 5th joint 25 is connected with the front end of the first segment of the 3rd chassis) so successively.Accompanying drawing 13 is that second chassis connects the effect sketch map after accomplishing.
when transporting chassis, transport vehicle 12 is provided with counterweight 17, topples to prevent transport vehicle 12.
the foregoing description only is explanation technical conceive of the present invention and characteristics, and its purpose is to let the personage who is familiar with this technology can understand content of the present invention and enforcement according to this, can not limit protection scope of the present invention with this.All equivalences that spirit is done according to the present invention change or modify, and all should be encompassed within protection scope of the present invention.
Claims (3)
1. ultra-large type shield machine tackling system down-hole erecting device; It is characterized in that: it comprises conveying arrangement and assembly unit device; Described conveying arrangement comprises track (11), has the transport vehicle (12) of the wheel (13) that matches with said track (11), and described assembly unit device comprises adjustment support (15), is positioned at the adjustment jack (16) of the support chassis of said adjustment support (15) top.
2. ultra-large type shield machine tackling system according to claim 1 down-hole erecting device; It is characterized in that: described transport vehicle (16) comprises vehicle frame (14), is positioned at the wheel (13) of vehicle frame lower end, and described wheel (13) comprises the vehicle wheel frame (131) that is connected with said vehicle frame (14), the wheel body (132) that is installed on vehicle wheel frame (131) lower end.
3. an application rights requires the ultra-large type shield machine tackling system down-hole installation method of 1 described ultra-large type shield machine tackling system down-hole erecting device, may further comprise the steps:
A. by described transport vehicle (12) a joint chassis is transported to assigned address;
B. the left and right sides that said adjustment support (15) and adjustment jack (16) is placed on this joint chassis also should be saved chassis and carry out leveling;
C. after the leveling, should save chassis and be connected with last joint chassis;
D. under this joint chassis, withdraw from transport vehicle (12), transport vehicle transports next joint chassis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210066551.9A CN102814634B (en) | 2012-03-14 | 2012-03-14 | Ultra-large type shield machine tackling system down-hole erecting device and installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210066551.9A CN102814634B (en) | 2012-03-14 | 2012-03-14 | Ultra-large type shield machine tackling system down-hole erecting device and installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102814634A true CN102814634A (en) | 2012-12-12 |
| CN102814634B CN102814634B (en) | 2016-04-13 |
Family
ID=47299270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210066551.9A Active CN102814634B (en) | 2012-03-14 | 2012-03-14 | Ultra-large type shield machine tackling system down-hole erecting device and installation method |
Country Status (1)
| Country | Link |
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| CN (1) | CN102814634B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105537929A (en) * | 2015-12-21 | 2016-05-04 | 武汉船用机械有限责任公司 | Tool for underground assembling of shield tunneling machine |
| CN108316969A (en) * | 2018-02-14 | 2018-07-24 | 上海隧道工程有限公司 | Shield hobboing cutter conveying track |
| CN108857310A (en) * | 2018-07-18 | 2018-11-23 | 湖南进军隧道智能装备有限公司 | A kind of mobile installation vehicle of excavation stand |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1061397A (en) * | 1996-08-19 | 1998-03-03 | Nishimatsu Constr Co Ltd | Device for temporarily stocking segment |
| CN1837579A (en) * | 2006-03-29 | 2006-09-27 | 上海隧道工程股份有限公司 | Accumulating conveyor for shield segment |
| CN101265805A (en) * | 2008-04-21 | 2008-09-17 | 中铁十三局集团第四工程有限公司 | Lining trolley in-cavity rapid assembly method |
| CN101787891A (en) * | 2010-04-22 | 2010-07-28 | 中建市政建设有限公司 | Station-crossing construction method and station-crossing construction device of wheel type mobile foundation |
-
2012
- 2012-03-14 CN CN201210066551.9A patent/CN102814634B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1061397A (en) * | 1996-08-19 | 1998-03-03 | Nishimatsu Constr Co Ltd | Device for temporarily stocking segment |
| CN1837579A (en) * | 2006-03-29 | 2006-09-27 | 上海隧道工程股份有限公司 | Accumulating conveyor for shield segment |
| CN101265805A (en) * | 2008-04-21 | 2008-09-17 | 中铁十三局集团第四工程有限公司 | Lining trolley in-cavity rapid assembly method |
| CN101787891A (en) * | 2010-04-22 | 2010-07-28 | 中建市政建设有限公司 | Station-crossing construction method and station-crossing construction device of wheel type mobile foundation |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105537929A (en) * | 2015-12-21 | 2016-05-04 | 武汉船用机械有限责任公司 | Tool for underground assembling of shield tunneling machine |
| CN108316969A (en) * | 2018-02-14 | 2018-07-24 | 上海隧道工程有限公司 | Shield hobboing cutter conveying track |
| CN108857310A (en) * | 2018-07-18 | 2018-11-23 | 湖南进军隧道智能装备有限公司 | A kind of mobile installation vehicle of excavation stand |
| CN108857310B (en) * | 2018-07-18 | 2023-11-21 | 湖南进军隧道智能装备有限公司 | Mobile installation vehicle for excavation stand |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102814634B (en) | 2016-04-13 |
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