CN201714395U - Concrete lining steel mould trolley - Google Patents
Concrete lining steel mould trolley Download PDFInfo
- Publication number
- CN201714395U CN201714395U CN2010201858661U CN201020185866U CN201714395U CN 201714395 U CN201714395 U CN 201714395U CN 2010201858661 U CN2010201858661 U CN 2010201858661U CN 201020185866 U CN201020185866 U CN 201020185866U CN 201714395 U CN201714395 U CN 201714395U
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- China
- Prior art keywords
- hydraulic jack
- door frame
- template
- arc
- gantry
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- Expired - Fee Related
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- Lining And Supports For Tunnels (AREA)
Abstract
The utility model discloses a concrete lining steel mould trolley, which comprises a gantry and a bracket, wherein the end surface of the gantry is respectively and fixedly provided with a translation hydraulic jack and a lifting hydraulic jack; the bracket is fixedly welded with a left arc-shaped top template and a right arc-shaped top template; the lower ends of the arc-shaped top template and the right arc-shaped top template are respectively hinged with a left arc-shaped side template and a right arc-shaped side template which downwards extend to the lower end of the gantry; a plurality of hydraulic jacks and screw jacks are respectively hinged between both outer side walls of the gantry and between the inner walls of the left arc-shaped side template and the right arc-shaped side template; the bottom end of the gantry is respectively and fixedly welded with a transversal left traveling straight girder and a transversal right traveling straight girder; and the bottoms of the left traveling straight girder and the right traveling straight girder are respectively provided with a pulley and a track jack. The trolley can travel along a paved track and can be regulated along the up and down and left and right directions in positions, and thereby, the demands of different height and width of different sections in a tunnel. The utility model has simple operation, is simple and convenient to maintain, effectively saves the cost and reduces the construction difficulty and the working strength.
Description
Technical field
The utility model relates to concrete lining trolley field, is specifically related to a kind of concrete lining steel formwork jumbo.
Background technology
The concrete lining trolley is the indispensable nonstandard product of secondary lining in the constructing tunnel process, mainly contains simple and easy lining trolley, all-hydraulic automatic walking lining trolley and netted lining trolley.
All-hydraulic lining trolley can be divided into limit crown formula, wholecircle needle beam formula, bed die needle beam formula, wholecircle again and walk formula etc.; In water conservancy project tunnel and bridge construction, also generally use and promote sliding formwork, jacking sliding formwork and turn over mould etc.
The whole-round lining trolley is usually used in the water conservancy project constructing tunnel, does not allow the tunnel that concrete construction longitudinal seam is arranged, and the general wholecircle that uses is walked formula when water conservancy project tunnel span is big; Limit crown formula lining trolley is used the most general, is usually used in the concrete Second Lining Construction of highway, railway tunnel and underground chamber.
The utility model content
The technical problems to be solved in the utility model provides a kind of concrete lining steel formwork jumbo, makes that chassis can be along laying track travel, and can adjust the chassis position along upper and lower and left and right direction.
The technical solution of the utility model is as follows:
A kind of concrete lining steel formwork jumbo, include door frame and carriage, carriage is positioned at the top of door frame, it is characterized in that: guide rail before and after the both sides of described door frame end face are respectively equipped with, be installed with the translation hydraulic jack respectively on the door frame end face of guide rail inboard before and after being positioned at, on the guide rail respectively by the lifting hydraulic jack that has been slidingly installed, the end of described translation hydraulic jack piston rod withstands on the lower end of described lifting hydraulic jack, the end of lifting hydraulic jack piston rod withstands on the bottom of described carriage, be fixedly welded with a left side on the described carriage, right arched top template, a described left side, be fixing welding between the right arched top template, a left side, the lower end of right arched top template is hinged with a left side that extends downward the door frame lower end respectively, right curved side template, two lateral walls of described door frame and a described left side, be hinged with several hydraulic jack and jackscrew respectively between the inwall of right curved side template; The bottom of described door frame is fixedly welded with horizontal left and right walking straight beam respectively, and the front and back end of described left and right walking straight beam bottom is separately installed with pulley, and the bottom of described left and right walking straight beam is installed with several track jack side by side respectively.
Described concrete lining steel formwork jumbo is characterized in that: described lifting hydraulic jack can be installed in respectively on described left and right walking straight beam inside or the described left and right walking straight beam end face.
The beneficial effects of the utility model:
(1), lifting jack and translation jack are installed between carriage of the present utility model and the door frame, top template and side template can be adjusted the position along upper and lower and left and right direction, adapt to the needs of different location differing heights of tunnel internal and width;
(2), be hinged with jackscrew and hydraulic jack between door frame of the present utility model and the side template, make when side template is adjusted the position with top template along upper and lower and left and right direction, also can adjust opening and shrinkage degree of side template, adapt to the needs of the different locations of tunnel internal different in width;
(3), the utility model bottom of directly walking cross girders is equipped with pulley and track jack, make the whole orbital motion of chassis also can fix in orbit along laying, made things convenient for the whole access tunnel of chassis, not only reduced difficulty of construction, also save construction cost, reduced constructor's working strength;
(4), lifting jack of the present utility model also can be installed in respectively on described left and right walking straight beam inside or the described left and right walking straight beam end face, make chassis integral body can adjust the position along the vertical direction, made things convenient for the maintenance of lifting jack, reduced because the maintenance difficulty that the chassis height brings has also improved maintenance personal's safety factor simultaneously.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
The specific embodiment
Referring to Fig. 1, a kind of concrete lining steel formwork jumbo, include door frame 1 and carriage 2, carriage 2 is positioned at the top of door frame 1, guide rail 13 before and after the both sides of door frame 1 end face are respectively equipped with, be installed with translation hydraulic jack 3 respectively on door frame 1 end face of guide rail 13 inboards before and after being positioned at, on the guide rail respectively by the lifting hydraulic jack 4 that has been slidingly installed, the end of translation hydraulic jack 3 piston rods withstands on the lower end of lifting hydraulic jack 4, the end of lifting hydraulic jack 4 piston rods withstands on the bottom of carriage 2, be fixedly welded with a left side on the carriage 2, right arched top template 5,6, a left side, right arched top template 5, be fixing welding between 6, a left side, right arched top template 5,6 lower end is hinged with a left side that extends downward the door frame lower end respectively, right curved side template 7,8, two lateral walls of door frame 1 and a left side, right curved side template 7, be hinged with several hydraulic jack 9 and jackscrew 10 between 8 the inwall respectively; The bottom of door frame 1 is fixedly welded with horizontal left and right walking straight beam 11,12 respectively, the front and back end of left and right walking straight beam 11,12 bottoms is separately installed with pulley, and the bottom of left and right walking straight beam 11,12 is installed with several track jack 14 side by side respectively.
Lifting hydraulic jack 4 can be installed in respectively on left and right walking straight beam 11,12 inside or left and right walking straight beam 11,12 end faces.
Claims (2)
1. concrete lining steel formwork jumbo, include door frame and carriage, carriage is positioned at the top of door frame, it is characterized in that: guide rail before and after the both sides of described door frame end face are respectively equipped with, be installed with the translation hydraulic jack respectively on the door frame end face of guide rail inboard before and after being positioned at, on the guide rail respectively by the lifting hydraulic jack that has been slidingly installed, the end of described translation hydraulic jack piston rod withstands on the lower end of described lifting hydraulic jack, the end of lifting hydraulic jack piston rod withstands on the bottom of described carriage, be fixedly welded with a left side on the described carriage, right arched top template, a described left side, be fixing welding between the right arched top template, a left side, the lower end of right arched top template is hinged with a left side that extends downward the door frame lower end respectively, right curved side template, two lateral walls of described door frame and a described left side, be hinged with several hydraulic jack and jackscrew respectively between the inwall of right curved side template; The bottom of described door frame is fixedly welded with horizontal left and right walking straight beam respectively, and the front and back end of described left and right walking straight beam bottom is separately installed with pulley, and the bottom of described left and right walking straight beam is installed with several track jack side by side respectively.
2. a kind of concrete lining steel formwork jumbo according to claim 1 is characterized in that: described lifting hydraulic jack can be installed in respectively on described left and right walking straight beam inside or the described left and right walking straight beam end face.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010201858661U CN201714395U (en) | 2010-04-27 | 2010-04-27 | Concrete lining steel mould trolley |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010201858661U CN201714395U (en) | 2010-04-27 | 2010-04-27 | Concrete lining steel mould trolley |
Publications (1)
Publication Number | Publication Date |
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CN201714395U true CN201714395U (en) | 2011-01-19 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2010201858661U Expired - Fee Related CN201714395U (en) | 2010-04-27 | 2010-04-27 | Concrete lining steel mould trolley |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101824994A (en) * | 2010-04-27 | 2010-09-08 | 池州恒毅设备制造有限公司 | Concrete lining steel formwork jumbo |
CN103615262A (en) * | 2013-11-25 | 2014-03-05 | 国电大渡河沙坪水电建设有限公司 | Steel form jumbo with main structure capable of passing conventional sections, and implementation method thereof |
CN103615261A (en) * | 2013-11-25 | 2014-03-05 | 国电大渡河沙坪水电建设有限公司 | Height-adjustable steel form jumbo and implementation method thereof |
CN103615263A (en) * | 2013-11-25 | 2014-03-05 | 国电大渡河沙坪水电建设有限公司 | Lifting rotary conveying device on basis of steel mould trolley and method for applying lifting rotary conveying device |
-
2010
- 2010-04-27 CN CN2010201858661U patent/CN201714395U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101824994A (en) * | 2010-04-27 | 2010-09-08 | 池州恒毅设备制造有限公司 | Concrete lining steel formwork jumbo |
CN103615262A (en) * | 2013-11-25 | 2014-03-05 | 国电大渡河沙坪水电建设有限公司 | Steel form jumbo with main structure capable of passing conventional sections, and implementation method thereof |
CN103615261A (en) * | 2013-11-25 | 2014-03-05 | 国电大渡河沙坪水电建设有限公司 | Height-adjustable steel form jumbo and implementation method thereof |
CN103615263A (en) * | 2013-11-25 | 2014-03-05 | 国电大渡河沙坪水电建设有限公司 | Lifting rotary conveying device on basis of steel mould trolley and method for applying lifting rotary conveying device |
CN103615263B (en) * | 2013-11-25 | 2015-10-28 | 国电大渡河沙坪水电建设有限公司 | Conveying arrangement and application process thereof are rotated in lifting based on steel form carrier |
CN103615262B (en) * | 2013-11-25 | 2015-10-28 | 国电大渡河沙坪水电建设有限公司 | A kind of agent structure can the overall steel form carrier by conventional section and its implementation |
CN103615261B (en) * | 2013-11-25 | 2016-06-22 | 国电大渡河沙坪水电建设有限公司 | A kind of Height-adjustable steel form jumbo and its implementation |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110119 Termination date: 20110427 |