CN203530796U - Base plate formwork fast transferring device - Google Patents
Base plate formwork fast transferring device Download PDFInfo
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- CN203530796U CN203530796U CN201320632402.4U CN201320632402U CN203530796U CN 203530796 U CN203530796 U CN 203530796U CN 201320632402 U CN201320632402 U CN 201320632402U CN 203530796 U CN203530796 U CN 203530796U
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- section steel
- transverse translation
- steel slideway
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Abstract
The utility model discloses a base plate formwork fast transferring device which solves the problem that an existing bridge deck base plate formwork transferring technology is large in human input and small in construction progress. The base plate formwork fast transferring device is characterized in that a movable formwork body is arranged in a cable trench (4) between a vertical wall (2) and a collision-prevention wall (3) of a high-speed rail box girder face (1). The movable formwork body is composed of a front gantry (6) and a rear gantry (19). The upper portions of the two gantries are provided with horizontally-moving box iron sliding ways respectively, and a plurality of sets of formwork horizontally-moving wheel pairs (10) are arranged between the two horizontally-moving box iron sliding ways. Wheel pair wheels (13) of the movable wheel pairs are provided with formwork lifting hooks (11), and a base plate formwork (16) is connected to the pair of formwork lifting hooks (11) in a hanging mode. The cable drench which is finished in bridge construction is ingeniously utilized, the movable formwork body is formed by the two gantries, and therefore the movable formwork body can fast move in the walking direction of the bridge with the cable drench as a rail. The base plate formwork fast transferring device is simple in structure, and on-spot assembling is easy.
Description
Technical field
The present invention relates to a kind of bed plate template transporter using in bridge construction, particularly a kind of rapid transport device of the bed plate template of using in high speed railway fragments-free railway roadbed seat concrete is constructed continuously.
Background technology
In the construction of ballastless track of high-speed railway bed plate, be generally to adopt segmentation to carry out continuous placing construction.The length of the section of building is generally 100 meters to 163 meters, after the last section of building completes and builds, needs the every bed plate template of this section of building of manual demolition, is then transported to the next one section of building and carries out block-by-block installation.Because Roadway Construction site space is limited, template transhipment cannot adopt vehicle to carry out, and prior art is when last section concrete has been built after, the main dependence of template transhipment a dead lift to next the section of building install, exist human input large, construction cost height and the slow problem of construction speed.
Summary of the invention
The invention provides a kind of bed plate template rapid transport device, solved the large and slow problem of construction speed of human input that existing bridge floor bed plate template transhipment technique brings.
The present invention solves above technical problem by the following technical programs:
A kind of bed plate template rapid transport device, comprise high speed railway box girder beam face, two ends at high speed railway box girder beam face are provided with interior straight wall, inner side at interior straight wall is provided with anti-collision wall, between interior straight wall and anti-collision wall, be provided with cable trench, portal frame and back gantry before being respectively arranged with along bridge trend in two cable trenchs of high speed railway box girder beam face, the bottom of two portal frames is provided with portal frame shifting roller, on the top of front portal frame, be provided with front template transverse translation channel-section steel slideway, on the top of back gantry, be provided with rear pattern plate transverse translation channel-section steel slideway, between front portal frame and back gantry, be provided with I-shaped longitudinal roof beam structure that is connected that two portal frames are linked into an integrated entity, between front template transverse translation channel-section steel slideway and rear pattern plate transverse translation channel-section steel slideway, be provided with many group template transverse shifting wheels right, top at template suspension hook is provided with the collar, template suspension hook is socketed in template transverse shifting by the collar and takes turns right template transverse shifting wheel on axle, on a pair of template suspension hook, be mounted with bed plate template.
Between front template transverse translation channel-section steel slideway and rear pattern plate transverse translation channel-section steel slideway, be respectively arranged with revolver to axle group and right wheel axle group; Portal frame reinforcing rib before being provided with between front template transverse translation channel-section steel slideway and front portal frame crossbeam, between rear pattern plate transverse translation channel-section steel slideway and back gantry crossbeam, be provided with back gantry reinforcing rib, between front template transverse translation channel-section steel slideway and rear pattern plate transverse translation channel-section steel slideway, be provided with template transverse translation channel-section steel slideway shelf reinforcing rib, in the inner side of front template transverse translation channel-section steel slideway and the inner side of rear pattern plate transverse translation channel-section steel slideway, be provided with respectively anti-wheel derailing reinforcing bar.
A bed plate template rapid transport technique, comprises the following steps:
The first step, portal frame and back gantry before setting up respectively between the cable trench of bridge floor both sides, between two portal frames, welding I-section longitudinally connects roof beam structure, two portal frames are connected into an integrated moving mould bases, at the top of front portal frame welding front template transverse translation channel-section steel slideway, at the top of back gantry welding rear pattern plate transverse translation channel-section steel slideway, between the front template transverse translation channel-section steel slideway of the top of front portal frame welding and the rear pattern plate transverse translation channel-section steel slideway of the top welding of back gantry, place many group template transverse shifting wheels right, at each template transverse shifting, take turns right template transverse shifting wheel and a pair of template suspension hook is set on to axle,
Second step, first bed plate template of the last section of building is articulated in to first template transverse shifting wheel to after on upper a pair of template suspension hook, first template transverse shifting wheel of transverse shifting is to the middle part to portal frame;
The 3rd step, along bridge, move forward integrated moving mould bases to the position of next piece bed plate template, second bed plate template of the last section of building is articulated in to second template transverse shifting wheel to after on upper a pair of template suspension hook, second template transverse shifting wheel of transverse shifting, to the middle part to portal frame, removed whole bed plate templates of first section of building successively by this step;
The 4th step, along bridge trend, continue to move forward integrated moving mould bases to the position of first bed plate template of next section of building, from a pair of template suspension hook, unload outermost bed plate template;
The 5th step, along bridge trend, continue to move forward integrated moving mould bases to the position of second bed plate template of next section of building, from another, template suspension hook is unloaded to another piece bed plate template, by this step, lay down successively the whole bed plate templates on integrated moving mould bases, thereby completed all orderly transhipments of the section of building template.
The present invention is simple in structure, is easy to Assembling, easy to operate, and human input is few, construction cost is low, and template transhipment is fast, has accelerated construction speed.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is that a-a in Fig. 1 is to sectional view;
Fig. 3 is that b-b in Fig. 1 is to sectional view;
Fig. 4 is that c-c in Fig. 1 is to sectional view.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is elaborated:
A kind of bed plate template rapid transport device, comprise high speed railway box girder beam face 1, at the two ends of high speed railway box girder beam face 1, be provided with interior straight wall 2, in the inner side of interior straight wall 2, be provided with anti-collision wall 3, between interior straight wall 2 and anti-collision wall 3, be provided with cable trench 4, portal frame 6 and back gantry 19 before being respectively arranged with along bridge trend in two cable trenchs of high speed railway box girder beam face, the bottom of two portal frames is provided with portal frame shifting roller 5, on the top of front portal frame 6, be provided with front template transverse translation channel-section steel slideway 7, on the top of back gantry 19, be provided with rear pattern plate transverse translation channel-section steel slideway 20, between front portal frame 6 and back gantry 19, be provided with I-shaped longitudinal roof beam structure 22 that is connected that two portal frames are linked into an integrated entity, between front template transverse translation channel-section steel slideway 7 and rear pattern plate transverse translation channel-section steel slideway 20, be provided with many group template transverse shifting wheels to 10, template transverse shifting wheel be take above-mentioned two channel-section steel slideways to 10 two-wheeled and is carried out transverse shifting as guide rail, on the top of template suspension hook 11, be provided with the collar 15, template suspension hook 11 is socketed in template transverse shifting wheel by the collar 15 10 template transverse shifting is taken turns on axle 13, on a pair of template suspension hook 11, be mounted with bed plate template 16.After first bed plate template being articulated on a pair of template suspension hook of inner side, this bed plate template is mobile to portal frame middle part, and then articulate next piece bed plate template, more mobile to portal frame middle part, so successively every bed plate template of the section of building is articulated on portal frame successively.
Between front template transverse translation channel-section steel slideway 7 and rear pattern plate transverse translation channel-section steel slideway 20, be respectively arranged with revolver to axle group 17 and right wheel axle group 18, because bridge floor operated by rotary motion has two-wire track, two groups of wheels are set to axle group, can complete the bed plate template fast transfer on two lines simultaneously; Portal frame reinforcing rib 9 before being provided with between front template transverse translation channel-section steel slideway 7 and front portal frame crossbeam 8, between rear pattern plate transverse translation channel-section steel slideway 20 and back gantry crossbeam 21, be provided with back gantry reinforcing rib, between front template transverse translation channel-section steel slideway 7 and rear pattern plate transverse translation channel-section steel slideway 20, be provided with template transverse translation channel-section steel slideway shelf reinforcing rib 12, to strengthen the intensity of each brace summer; In the inner side of front template transverse translation channel-section steel slideway and the inner side of rear pattern plate transverse translation channel-section steel slideway, be provided with respectively anti-wheel derailing reinforcing bar 14, this is anti-takes turns and can prevent that to derailing reinforcing bar 14 template transverse shifting wheel is to 10 inclined to one side rail.
A bed plate template rapid transport technique, comprises the following steps:
The first step, portal frame 6 and back gantry 19 before setting up respectively between bridge floor both sides cable trench 4, between two portal frames, welding I-section longitudinally connects roof beam structure 22, two portal frames are connected into an integrated moving mould bases, at the top of front portal frame 6 welding front template transverse translation channel-section steel slideway 7, at the top of back gantry 19 welding rear pattern plate transverse translation channel-section steel slideway 20, between the front template transverse translation channel-section steel slideway 7 of the top of front portal frame 6 welding and the rear pattern plate transverse translation channel-section steel slideway 20 of the top welding of back gantry 19, place many group template transverse shifting wheels to 10, on each template transverse shifting wheel is taken turns axle 13 to 10 template transverse shifting, a pair of template suspension hook 11 is set,
Second step, first bed plate template 16 of the last section of building is articulated in to first template transverse shifting wheel to after on a pair of template suspension hook 11 on 10, first template transverse shifting wheel of transverse shifting is to 10 middle parts to portal frame;
The 3rd step, along bridge, move forward integrated moving mould bases to the position of next piece bed plate template, second bed plate template of the last section of building is articulated in to second template transverse shifting wheel to after on upper a pair of template suspension hook, second template transverse shifting wheel of transverse shifting, to the middle part to portal frame, removed whole bed plate templates of first section of building successively by this step;
The 4th step, along bridge trend, continue to move forward integrated moving mould bases to the position of first bed plate template of next section of building, from a pair of template suspension hook, unload outermost bed plate template;
The 5th step, along bridge trend, continue to move forward integrated moving mould bases to the position of second bed plate template of next section of building, from another, template suspension hook is unloaded to another piece bed plate template, by this step, lay down successively the whole bed plate templates on integrated moving mould bases, thereby completed all orderly transhipments of the section of building template.
The present invention has utilized completed cable trench in bridge construction dexterously, with two portal frames, forms a mobile formwork, makes it take cable trench as track, realizes along the fast moving of bridge trend.By along bridge, move towards longitudinal stepping move the integrated moving mould bases that formed by two portal frames and laterally successively the mobile template transverse shifting that is mounted with bed plate template take turns right mode, realized in the process of mobile formwork reach and progressively removed in an orderly manner, articulated and transported the completed section of building bed plate template, and be transported to rapidly and orderly next each bed plate installation site of the section of building in advance, realized complete the section of building while advancing, articulate and at the orderly fast transfer of next bed plate that the section of building unloads while advancing in advance.The load of integrated moving mould bases in whole transport process is first ascending, more descending rapidly, has facilitated Manual-pushing mobile formwork to move ahead, and has played again the effect that portal frame load is alleviated, and makes the operation of people's force-summing device easily rationally efficient.
Claims (2)
1. a bed plate template rapid transport device, comprise high speed railway box girder beam face (1), at the two ends of high speed railway box girder beam face (1), be provided with interior straight wall (2), in the inner side of interior straight wall (2), be provided with anti-collision wall (3), between interior straight wall (2) and anti-collision wall (3), be provided with cable trench (4), it is characterized in that, portal frame (6) and back gantry (19) before being respectively arranged with along bridge trend in two cable trenchs of high speed railway box girder beam face, the bottom of two portal frames is provided with portal frame shifting roller (5), on the top of front portal frame (6), be provided with front template transverse translation channel-section steel slideway (7), on the top of back gantry (19), be provided with rear pattern plate transverse translation channel-section steel slideway (20), between front portal frame (6) and back gantry (19), be provided with I-shaped longitudinal roof beam structure (22) that is connected that two portal frames are linked into an integrated entity, between front template transverse translation channel-section steel slideway (7) and rear pattern plate transverse translation channel-section steel slideway (20), be provided with many group template transverse shifting wheels to (10), on the top of template suspension hook (11), be provided with the collar (15), template suspension hook (11) is socketed in template transverse shifting wheel by the collar (15) the template transverse shifting of (10) is taken turns on axle (13), on a pair of template suspension hook (11), be mounted with bed plate template (16).
2. a kind of bed plate template rapid transport device according to claim 1, it is characterized in that, between front template transverse translation channel-section steel slideway (7) and rear pattern plate transverse translation channel-section steel slideway (20), be respectively arranged with revolver to axle group (17) and right wheel axle group (18), between front template transverse translation channel-section steel slideway (7) and front portal frame crossbeam (8), be provided with front portal frame reinforcing rib (9), between rear pattern plate transverse translation channel-section steel slideway (20) and back gantry crossbeam (21), be provided with back gantry reinforcing rib, between front template transverse translation channel-section steel slideway (7) and rear pattern plate transverse translation channel-section steel slideway (20), be provided with template transverse translation channel-section steel slideway shelf reinforcing rib (12), in the inner side of front template transverse translation channel-section steel slideway and the inner side of rear pattern plate transverse translation channel-section steel slideway, be provided with respectively anti-wheel derailing reinforcing bar (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320632402.4U CN203530796U (en) | 2013-10-14 | 2013-10-14 | Base plate formwork fast transferring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320632402.4U CN203530796U (en) | 2013-10-14 | 2013-10-14 | Base plate formwork fast transferring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203530796U true CN203530796U (en) | 2014-04-09 |
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ID=50417021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320632402.4U Withdrawn - After Issue CN203530796U (en) | 2013-10-14 | 2013-10-14 | Base plate formwork fast transferring device |
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| CN (1) | CN203530796U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510436A (en) * | 2013-10-14 | 2014-01-15 | 中铁十九局集团有限公司 | Bed plate formwork rapid transferring device and technology |
| CN104005388A (en) * | 2014-06-11 | 2014-08-27 | 中国水利水电第十四工程局有限公司 | Integral type outside concrete formwork |
-
2013
- 2013-10-14 CN CN201320632402.4U patent/CN203530796U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510436A (en) * | 2013-10-14 | 2014-01-15 | 中铁十九局集团有限公司 | Bed plate formwork rapid transferring device and technology |
| CN103510436B (en) * | 2013-10-14 | 2015-05-13 | 中铁十九局集团有限公司 | Bed plate formwork rapid transferring device and technology |
| CN104005388A (en) * | 2014-06-11 | 2014-08-27 | 中国水利水电第十四工程局有限公司 | Integral type outside concrete formwork |
| CN104005388B (en) * | 2014-06-11 | 2016-08-24 | 中国水利水电第十四工程局有限公司 | A kind of all-in-one-piece outside concrete blinding |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140409 Effective date of abandoning: 20150513 |
|
| RGAV | Abandon patent right to avoid regrant |