CN203270462U - Novel upward curve moving formwork - Google Patents

Novel upward curve moving formwork Download PDF

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Publication number
CN203270462U
CN203270462U CN 201320224998 CN201320224998U CN203270462U CN 203270462 U CN203270462 U CN 203270462U CN 201320224998 CN201320224998 CN 201320224998 CN 201320224998 U CN201320224998 U CN 201320224998U CN 203270462 U CN203270462 U CN 203270462U
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CN
China
Prior art keywords
girder
pier
bridge pier
dolly
iii
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.)
Expired - Fee Related
Application number
CN 201320224998
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Chinese (zh)
Inventor
王龙奉
王瑞
陈学鲁
王小山
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.)
Shandong Expressway Changtongdao Bridge Engineering Co ltd
Original Assignee
SHANDONG BORUI HEAVY MACHINERY 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
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Priority to CN 201320224998 priority Critical patent/CN203270462U/en
Application granted granted Critical
Publication of CN203270462U publication Critical patent/CN203270462U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a novel upward curve moving formwork which comprises a pier I, a pier II, a pier III, a box girder, a girder and a nose girder. The box girder and the girder are placed on the pier I and the pier II, and the nose girder is mounted at the front end of the girder. The pier I, the pier II and the pier III are arranged in a curve mode, the front end of the nose girder is supported on the pier III through a front supporting leg, and the front end and the rear end of the box girder are provided with a middle trolley and a rear trolley respectively. One end of the girder is mounted on the rear trolley through a transverse moving device, the other end of the girder is mounted on the middle trolley, and the middle trolley is provided with a rotating device. Thus, when the girder drives the nose girder to enable the rear end of the girder to move in the transverse direction through the transverse moving device mounted on the rear trolley in the longitudinal moving process, due to the fact that the rotating device is arranged on the middle trolley below the front end of the girder, when the girder is transversely moved, the mounting position of the middle trolley and the girder is used as a supporting point, the rear end of the girder deflects relative to the box girder, and therefore the girder can make curve movement along the circular arc which is formed by the pier I, the pier II and the pier III through the way of gradual deflecting when the girder moves longitudinally.

Description

A kind of novel up curve movement mould bases
Technical field
The utility model relates to mechanical field, is specifically related to a kind of bridge construction machinery.
Background technology
Mobile formwork bridge fabrication machine is employed in the Construction of continuous beam of road bridge, railway bridge abroad widely, is comparatively advanced job practices.Domestic the beginning used on speedway, special line for passenger trains.Due to the little impact of under-clearance, so need to select upstroke movable framework.But sometimes exist the case beam that the situation of horizontal curve is arranged, the upstriker mould bases via hole more complicated that this moment is common is therefore need the mobile formwork curve movement.
Summary of the invention
The utility model provides a kind of novel up curve movement mould bases in order to overcome the deficiency of above technology
The technical scheme that its technical problem that overcomes the utility model adopts is:
This upstriker curve movement mould bases, comprise bridge pier I, bridge pier II, bridge pier III, be positioned at case beam, girder on bridge pier I and bridge pier II, be installed on the bridge of the nose of girder front end, described bridge pier I, bridge pier II and the curved layout of bridge pier III, the front end of the described bridge of the nose is supported on the bridge pier III by front leg strut, before and after on described case beam, two ends are separately installed with middle dolly and rear dolly, described girder one end is installed on rear dolly by Traverse Displacement Unit, its other end is installed on middle dolly, is provided with whirligig on described middle dolly.
Above-mentioned Traverse Displacement Unit comprises traversing beam, the sideslip oil cylinder that is installed on rear dolly top, described traversing beam becomes cross-shaped with the case beam, described girder is movably installed on traversing beam, and an end of described sideslip oil cylinder is fixed on girder, and its other end is fixed on traversing beam.
Above-mentioned whirligig comprises bottom girder and rotating beam and the bearing pin that is arranged in the dolly bottom, is provided with circular hole on described bottom girder and rotating beam, and the size of described circular hole size and bearing pin is complementary, and described rotating beam rotatably is installed on bottom girder by bearing pin.
the beneficial effects of the utility model are: due to the bridge pier I, bridge pier II and bridge pier III are circular curve and arrange, therefore when driving the bridge of the nose, girder make the rear end of girder along transverse shifting by the Traverse Displacement Unit on dolly after being installed in the vertical shift process, because the middle dolly below the girder front end is provided with whirligig, therefore girder when traversing to produce deflection with the installation site of middle dolly as the relative case beam in fulcrum its rear end, thereby girder can make it along the bridge pier I by deflection progressively when vertical shift, the circular curve motion that bridge pier II and bridge pier III consist of, realize that finally girder moves on bridge pier II and bridge pier III from bridge pier I 1 and bridge pier II.
Description of drawings
Fig. 1 is main TV structure schematic diagram of the present utility model;
Fig. 2 is plan structure schematic diagram of the present utility model;
Fig. 3 is middle dolly of the present utility model position cross-sectional structure schematic diagram;
Fig. 4 is rear dolly of the present utility model position cross-sectional structure schematic diagram;
Fig. 5 is middle dolly structure for amplifying schematic diagram of the present utility model;
Fig. 6 is the local structure for amplifying schematic diagram of the A in Fig. 4;
In figure, 1. dolly 8. bridge of the nose 9. traversing beam 11. sideslip oil cylinder 12. bottom girder 13. bearing pin 14. rotating beams of front leg strut 10. in 4. casees beams of bridge pier I 2. bridge pier II 3. bridge pier III, 5. rear dolly 6. girders 7..
The specific embodiment
Be described further below in conjunction with accompanying drawing 1, accompanying drawing 2, accompanying drawing 3, accompanying drawing 4, accompanying drawing 5,6 pairs of the utility model of accompanying drawing.
as accompanying drawing 1, shown in accompanying drawing 2, this upstriker curve movement mould bases, comprise bridge pier I 1, bridge pier II 2, bridge pier III 3, be positioned at the case beam 4 on bridge pier I 1 and bridge pier II 2, girder 6, be installed on the bridge of the nose 8 of girder 6 front ends, described bridge pier I 1, bridge pier II 2 and the curved layout of bridge pier III 3, the front end of the described bridge of the nose 8 is supported on bridge pier III 3 by front leg strut 9, before and after on described case beam 4, two ends are separately installed with middle dolly 7 and rear dolly 5, described girder 6 one ends are installed on rear dolly 5 by Traverse Displacement Unit, its other end is installed on middle dolly 7, be provided with whirligig on described middle dolly 7.due to bridge pier I 1, bridge pier II 2 and bridge pier III 3 are circular curve and arrange, therefore when driving the bridge of the nose 8, girder 6 make the rear end of girder 6 along transverse shifting by the Traverse Displacement Unit on dolly after being installed on 5 in the vertical shift process, because the middle dolly 7 below girder 6 front ends is provided with whirligig, therefore girder 6 when traversing to produce deflections with the installation site of middle dolly 7 as the relative case beam 4 in fulcrum its rear end, thereby girder 6 can make it along bridge pier I 1 by deflection progressively when vertical shift, the circular curve motion that bridge pier II 2 and bridge pier III 3 consist of, realize that finally girder 6 moves on bridge pier II 2 and bridge pier III 3 from bridge pier I 1 and bridge pier II 2.
As shown in accompanying drawing 4 and accompanying drawing 6, described Traverse Displacement Unit comprises traversing beam 10, the sideslip oil cylinder 11 that is installed on rear dolly 5 tops, described traversing beam 10 is cross-shaped with 4 one-tenth, case beam, described girder 6 is movably installed on traversing beam 10, one end of described sideslip oil cylinder 11 is fixed on girder 6, and its other end is fixed on traversing beam 10.When sideslip oil cylinder 11 piston rods outwards ejected, it promoted girder 6 and produces deflection with respect to traversing beam 10.Its Traverse Displacement Unit is simple in structure, operates steadily reliable.
As shown in accompanying drawing 3 and accompanying drawing 5, above-mentioned whirligig comprises bottom girder 12 and rotating beam 14 and the bearing pin 13 that is arranged in dolly 7 bottoms, be provided with circular hole on described bottom girder 12 and rotating beam 14, the size of described circular hole size and bearing pin 13 is complementary, and described rotating beam 14 rotatably is installed on bottom girder 12 by bearing pin 13.When sideslip oil cylinder 11 promotes girder 6 rear ends when rotating, girder 6 front ends namely drive rotating beam 14 by bearing pin 13 with respect to bottom girder 12 rotations, thereby realize that girder 6 deflects with respect to case beam 4, realize that finally girder 6 is along the purpose of circular curve vertical shift.

Claims (3)

1. novel up curve movement mould bases, it is characterized in that: comprise bridge pier I (1), bridge pier II (2), bridge pier III (3), be positioned at the case beam (4) on bridge pier I (1) and bridge pier II (2), girder (6), be installed on the bridge of the nose (8) of girder (6) front end, described bridge pier I (1), bridge pier II (2) and the curved layout of bridge pier III (3), the front end of the described bridge of the nose (8) is supported on bridge pier III (3) by front leg strut (9), before and after described case beam (4) is upper, two ends are separately installed with middle dolly (7) and rear dolly (5), described girder (6) one ends are installed on rear dolly (5) by Traverse Displacement Unit, its other end is installed on middle dolly (7), be provided with whirligig on described middle dolly (7).
2. novel up curve movement mould bases according to claim 1, it is characterized in that: described Traverse Displacement Unit comprises traversing beam (10), the sideslip oil cylinder (11) that is installed on rear dolly (5) top, described traversing beam (10) becomes cross-shaped with case beam (4), described girder (6) is movably installed on traversing beam (10), one end of described sideslip oil cylinder (11) is fixed on girder (6), and its other end is fixed on traversing beam (10).
3. novel up curve movement mould bases according to claim 1 and 2, it is characterized in that: described whirligig comprises bottom girder (12) and rotating beam (14) and the bearing pin (13) that is arranged in dolly (7) bottom, be provided with circular hole on described bottom girder (12) and rotating beam (14), the size of described circular hole size and bearing pin (13) is complementary, and described rotating beam (14) rotatably is installed on bottom girder (12) by bearing pin (13).
CN 201320224998 2013-04-28 2013-04-28 Novel upward curve moving formwork Expired - Fee Related CN203270462U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320224998 CN203270462U (en) 2013-04-28 2013-04-28 Novel upward curve moving formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320224998 CN203270462U (en) 2013-04-28 2013-04-28 Novel upward curve moving formwork

Publications (1)

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CN203270462U true CN203270462U (en) 2013-11-06

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CN 201320224998 Expired - Fee Related CN203270462U (en) 2013-04-28 2013-04-28 Novel upward curve moving formwork

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103215895A (en) * 2013-04-28 2013-07-24 山东博瑞重型机械有限公司 Novel uplink curve moving framework
CN104179127A (en) * 2014-09-03 2014-12-03 长沙理工大学 Pushing variable-curvature vertical curve beam fulcrum elevation determination method
WO2021026985A1 (en) * 2019-08-09 2021-02-18 山东恒堃机械有限公司 Trolley in ascending type movable formwork

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103215895A (en) * 2013-04-28 2013-07-24 山东博瑞重型机械有限公司 Novel uplink curve moving framework
CN104179127A (en) * 2014-09-03 2014-12-03 长沙理工大学 Pushing variable-curvature vertical curve beam fulcrum elevation determination method
CN104179127B (en) * 2014-09-03 2016-01-20 长沙理工大学 Pushing variable-curvature vertical curve beam fulcrum elevation determination method
WO2021026985A1 (en) * 2019-08-09 2021-02-18 山东恒堃机械有限公司 Trolley in ascending type movable formwork

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20170621

Address after: 261000 Shandong city of Weifang Province Zhucheng City Jia Yue Zhen Industrial Park Road No. 6

Patentee after: SHANDONG CHANGTONG ROAD AND BRIDGE TECHNOLOGY CO.,LTD.

Address before: 250101 Shandong city of Ji'nan province high tech Zone Shun Road No. 1, Qilu Software Park E block A210

Patentee before: SHANDONG BORUI HEAVY MACHINERY Co.,Ltd.

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20200817

Address after: 261506 No.6 pingri Road, Jiangzhuang Town, Gaomi City, Weifang City, Shandong Province

Patentee after: Shandong Expressway changtongdao Bridge Engineering Co.,Ltd.

Address before: 261000 6 Industrial Park Road, Jia Yue town, Zhucheng, Weifang, Shandong

Patentee before: SHANDONG CHANGTONG ROAD AND BRIDGE TECHNOLOGY Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131106