CN103924529A - Rolling drag device and construction method thereof - Google Patents
Rolling drag device and construction method thereof Download PDFInfo
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- CN103924529A CN103924529A CN201410173429.0A CN201410173429A CN103924529A CN 103924529 A CN103924529 A CN 103924529A CN 201410173429 A CN201410173429 A CN 201410173429A CN 103924529 A CN103924529 A CN 103924529A
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- hoist engine
- rolling
- coaster
- speed
- fixed pulley
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Abstract
The invention discloses a rolling drag device and a construction method thereof. The rolling drag device comprises a guide steel rail, a tackle, a steel wire rope, a first winch, a sliding way beam, a fixed pulley, a movable pulley, a second winch and a control device. The first winch is arranged at the drag end point, and the first winch is connected with a structure through the fixed pulley and the movable pulley and drags the structure to the position. The control device comprises a sensor and a control unit, the sensor is arranged at the end point in front of the fixed pulley to acquire distance data information between the end point and the structure, the control unit determines the speed of the first winch according to the data detected by the sensor and controls the first winch to change the speed, and the second winch changes speed in a synchronous mode. According to the rolling drag device, the structure is dragged through the guide steel rail and the tackle, the speed in the dragging process can be automatically controlled, the dragging process is stable, and the influence to the structure is small.
Description
Technical field
The present invention relates to a kind of structure and draw or incremental launching construction, particularly suitable is across Trunk Lines structure hauling construction.
Background technology
Across Existing Railway Line structure, need to put and block operating line construction, normal sub-thread circuit Window time is 120 minutes to 180 minutes, the vertical rest point of multiply circuit is 20-50 minute, tradition construction technology is for setting up slideway, between structure and slideway, slide block is set, adopts high power CW jack to draw or pushing tow, exist following not enough: 1) traveling speed is slow, average 5 meters per hour, large on transportation impact; 2) frictional force is large, needs to adopt High power Traction equipment; 3) slideway and slider wear rate are high, need running check maintenance, and slideway can not reuse substantially; 4) structure direction of travel is wayward, and deviation correcting device need be set, and construction technology is loaded down with trivial details.The patent application that in prior art, application number is 201310275917.8 has disclosed a kind of reverse towed equipment for longspan steel truss girder hauling construction, but it is immutable that this technology exists speed, once operate miss when large-scale structure are reached home, will cause great construction accident.
Summary of the invention
Technical problem to be solved by this invention is the defect existing for prior art, and a kind of rolling towed equipment and construction method thereof are provided, and under safing prerequisite, shortens the engineering time.
For solving this technical problem, the invention provides a kind of rolling towed equipment, comprise guiding rail, coaster, wire rope, hoist engine one, slipway beam, fixed pulley and movable pulley, guiding rail is packed on slipway beam, coaster is placed on guiding rail, coaster and structure are fixed, at dilatory destination county, hoist engine one is set, fixed pulley is arranged on the top of hoist engine one, movable pulley is arranged between fixed pulley and coaster, hoist engine one is connected structure and pulls structure in place with movable pulley through fixed pulley by wire rope, described hoist engine one is variable-ratio hoist engine, also comprise hoist engine two, coir rope and control device, coir rope is arranged on slipway beam, hoist engine two is arranged on dilatory starting point place, described control device comprises sensor and control module, described sensor setting at the place ahead destination county at fixed pulley to obtain terminal to the range data information between structure, the data that control module detects according to described sensor are determined the speed of hoist engine one and are controlled hoist engine one speed change, described hoist engine two synchronous speed changes.
Described coaster is welded by steel plate and dolly, the dolly that described dolly is conventional draw bead trouble or ground tank, and the wheel rim of dolly is than 4 centimeters of guiding Rail top widths.
Described guiding rail adopts the sizing rail such as P43 or P50, and selection standard and quantity are determined according to the weight of structure.
Described hoist engine one and hoist engine two are determined model and power according to the weight of structure and coefficient of rolling friction.
The present invention also provides a kind of rolling dragging construction method, comprises the steps:
1) in construction position, set up temporary supporting;
2) slipway beam is erected to the top of temporary supporting;
3) guiding rail is fixed on slipway beam;
4) coaster is placed on to the bottom of leading on rail, being positioned at structure;
5) one end of wire rope is fixed on hoist engine one, the other end is connected with structure;
6) start hoist engine one, structure move to terminal under the drive of wire rope, sensor is constructed part apart from the data message of terminal to control module transmission, when distance is less than 1/5, hoist engine one runs at a low speed, distance is travelled 1/5～4/5 o'clock hoist engine one normal speed, and when distance hoist engine one nearly 1/5 time runs at a low speed, when approaching terminal, hoist engine one stops operating, under effect of inertia, structure move forward, and it is in place that part is constructed in now hoist engine two controls.
Beneficial effect: the present invention draws by the structure that carry out of guiding rail and coaster, and the speed of dilatory process can be controlled automatically, and dilatory process is steady, less on structure impact; Utilize the feature that coefficient of rolling friction is little to reduce dilatory tractive force, improve dilatory speed, slideway can repeatedly utilize, do not need to arrange separately correction and guiding measure, greatly reduce the engineering time, solved and both wiredly will put a short difficult problem of time, save construction cost, reduce manpower and materials and drop into, greatly reduce operating expenses; The present invention's can before dilatory, structure decorative parts have been constructed (as roof panel, structure base slab, cornice, gutter, curtain skeleton etc.), after structure are dilatory in place, decoration construction need do not carried out, avoid under the premise that security is guaranteed decoration protection canopy expense, thereby reduced engineering total cost.
Accompanying drawing explanation
Fig. 1 is structural representation front view of the present invention;
Fig. 2 is structural representation top view of the present invention;
Fig. 3 is A-A generalized section of the present invention.
In figure: 1 structure, 2 coasters, 21 steel plates, 22 dollies, 3 wire rope, 4 fixed pulleys, 5 movable pulley, 6 hoist engines one, 7 hoist engines two, 8 guiding rail, 9 coir ropes, 10 slipway beams, 11 temporary supportings.
The specific embodiment
Below in conjunction with drawings and Examples, the present invention is specifically described.
Figure 1 shows that structural representation front view of the present invention.
Figure 2 shows that structural representation top view of the present invention.
The present invention includes guiding rail 8, coaster 2, wire rope 3, hoist engine 1, slipway beam 10, fixed pulley 4 and movable pulley 5, guiding rail 8 is packed on slipway beam 10, coaster 2 is placed on guiding rail 8, coaster 2 and structure 1 are fixing, at dilatory destination county, hoist engine 1 is set, fixed pulley 4 is arranged on the top of hoist engine 1, movable pulley 5 is arranged between fixed pulley 4 and coaster 2, hoist engine 1 is connected structure 1 and pulls structure 1 in place with movable pulley 5 through fixed pulley 4 by wire rope 3, fixed pulley 4 is for adjusting the position of hoist engine 1, movable pulley 5 is for preventing the power of dilatory excessive velocities and minimizing hoist engine 1.
It is dilatory that the present invention utilizes the good guidance polarization of guiding rail 8 and coaster 2 to carry out structure 1, and direction is easily controlled, and dilatory process is steady, little on structure 1 impact, per minute can traveling 5-8 rice, can guarantee safety, can shorten the engineering time again; Utilize the feature that coefficient of rolling friction is little dilatory little to slideway wearing and tearing, slideway can repeatedly utilize, and reduces dilatory tractive force, do not need to arrange separately correction and guiding measure, improve dilatory speed, greatly reduce the engineering time, save construction cost, solved and both wiredly will put a short difficult problem of time.
The present invention arranges coir rope 9 for auxiliary steel wire rope 3 on slipway beam 10, prevents the sagging impact of wire rope 3 below structure in dilatory process.
The present invention arranges hoist engine 27 at dilatory starting point place, prevents from drawing position, and plays anti-slip effect, can when wire rope 3 is drawn structure 1, control dilatory speed, adjusts structure position, and when dilatory, hoist engine 27 forbids neutral to be moved.
Described hoist engine 1 is variable-ratio hoist engine.
The present invention also comprises control device, described control device comprises sensor and control module, described sensor setting at the place ahead destination county at fixed pulley 4 to obtain terminal to the range data information between structure 1, the data that control module detects according to described sensor are determined the speed of hoist engine 1 and are controlled hoist engine one 6 speed changes, described hoist engine 27 synchronous speed changes.
Figure 3 shows that A-A generalized section of the present invention.
Described coaster 2 is welded by steel plate 21 and dolly 22, the dolly that described dolly 22 is conventional draw bead trouble or ground tank, the wheel rim of dolly 22 is wider 4 centimeters than guiding rail 8 treads, not only played left and right, location but also prevented in dilatory process stuckly, the bearing capacity of dolly 22 and quantity are determined according to the weight of structure 1.
Described guiding rail 8 adopts the sizing rail such as P43 or P50, and selection standard and quantity are determined according to the weight of structure 1.
Described hoist engine 1 and hoist engine 27 can select market to commonly use hoist engine, according to the weight of structure 1 and coefficient of rolling friction, determine model and power, moving fixed pulley also can be set and reduce tractive force and regulate dilatory speed.
As hoist engine 6 arranges two, rail 8 can be by shaped steel replacement etc., these modifications and distortion belong within the scope of claim of the present invention and equivalent technologies, belong to protection scope of the present invention.
The present invention also provides a kind of rolling dragging construction method, comprises the steps:
1) in construction position, set up temporary supporting 11;
2) slipway beam 10 is erected to the top of temporary supporting 11;
3) guiding rail 8 is fixed on slipway beam 10;
4) coaster 2 is placed on to the bottom of leading on rail 8, being positioned at structure 1;
5) one end of wire rope 3 is fixed on hoist engine 1, the other end is connected with structure 1;
6) start hoist engine 1, structure 1 move to terminal under the drive of wire rope 3, sensor is constructed part 1 apart from the data message of terminal to control module transmission, when distance is less than 1/5, hoist engine 1 runs at a low speed, distance is travelled 1/5～4/5 o'clock hoist engine one 6 normal speed, and when distance hoist engine 1 nearly 1/5 time runs at a low speed, when approaching terminal, hoist engine 1 stops operating, under effect of inertia, structure 1 move forward, and it is in place that part 1 is constructed in now hoist engine 27 controls.
The present invention's can before dilatory, structure decorative parts have been constructed (as roof panel, structure base slab, cornice, gutter, curtain skeleton etc.), after structure are dilatory in place, decoration construction need do not carried out, avoid under the premise that security is guaranteed decoration protection canopy expense, thereby reduced engineering total cost.
The embodiment of the present invention:
The present invention uses first in certain stands newly-built overline bridge engineering, successfully that certain station overline bridge is dilatory in place, certain erect-position Yu Liang line intersection, and there are 4 of main tracks, 9 of station tracks in station, both wired linked network railway that is.Overline bridge divides three across dilatory, all in the point of skylight, carry out, on railway transportation without impact; Dilatory distance travelled 90 meters, all at 40 minutes, in skylight, complete, dilatory process and speed safety are controlled; Before often dilatory across overline bridge, all steel bar truss floor support plate, die mould roof panel, aluminum veneer are corniced, curtain skeleton installation, after overline bridge is dilatory in place, form immediately enclosed construction, do not need to carry out again outer decoration, reduced decoration protection canopy and dropped into.
Claims (5)
1. a rolling towed equipment, comprise guiding rail (8), coaster (2), wire rope (3), hoist engine one (6), slipway beam (10), fixed pulley (4) and movable pulley (5), guiding rail (8) is packed on slipway beam (10), coaster (2) is placed on guiding rail (8), coaster (2) and structure (1) are fixing, at dilatory destination county, hoist engine one (6) is set, fixed pulley (4) is arranged on the top of hoist engine one (6), movable pulley (5) is arranged between fixed pulley (4) and coaster (2), hoist engine one (6) is connected structure (1) and pulls structure (1) in place with movable pulley (5) through fixed pulley (4) by wire rope (3), it is characterized in that: described hoist engine one (6) is variable-ratio hoist engine, also comprise hoist engine two (7), coir rope (9) and control device, coir rope (9) is arranged on slipway beam (10), hoist engine two (7) is arranged on dilatory starting point place, described control device comprises sensor and control module, described sensor setting at the place ahead destination county at fixed pulley (4) to obtain terminal to the range data information between structure (1), the data that control module detects according to described sensor are determined the speed of hoist engine one (6) and are controlled hoist engine one (6) speed change, described hoist engine two (7) synchronous speed changes.
2. rolling towed equipment according to claim 1, it is characterized in that: described coaster (2) is welded by steel plate (21) and dolly (22), the dolly that described dolly (22) is conventional draw bead trouble or ground tank, the wheel rim of dolly (22) is wider 4 centimeters than guiding rail (8) tread.
3. rolling towed equipment according to claim 1, is characterized in that: described guiding rail (8) adopts the sizing rail such as P43 or P50, and selection standard and quantity are determined according to the weight of structure (1).
4. according to the rolling towed equipment described in claim 1,2 or 3, it is characterized in that: described hoist engine one (6) and hoist engine two (7) are determined model and power according to the weight of structure (1) and coefficient of rolling friction.
5. a rolling dragging construction method, is characterized in that, comprises the steps:
1) in construction position, set up temporary supporting (11);
2) slipway beam (10) is erected to the top of temporary supporting (11);
3) rail (8) that will lead is fixed on slipway beam (10);
4) coaster (2) is placed on to the bottom that guiding rail (8) is upper, be positioned at structure (1);
5) one end of wire rope (3) is fixed on to hoist engine one (6) above, the other end is connected with structure (1);
6) start hoist engine one (6), structure (1) move to terminal under the drive of wire rope (3), sensor is constructed part (1) apart from the data message of terminal to control module transmission, when distance is less than 1/5, hoist engine one (6) runs at a low speed, distance is travelled 1/5～4/5 o'clock hoist engine one (6) normal speed, when distance hoist engine one (6) nearly 1/5 time runs at a low speed, when approaching terminal, hoist engine one (6) stops operating, structure under effect of inertia (1) move forward, it is in place that part (1) is constructed in now hoist engine two (7) controls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410173429.0A CN103924529B (en) | 2014-04-28 | 2014-04-28 | A kind of rolling towed equipment and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410173429.0A CN103924529B (en) | 2014-04-28 | 2014-04-28 | A kind of rolling towed equipment and construction method thereof |
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| CN103924529A true CN103924529A (en) | 2014-07-16 |
| CN103924529B CN103924529B (en) | 2015-12-02 |
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| CN201410173429.0A Expired - Fee Related CN103924529B (en) | 2014-04-28 | 2014-04-28 | A kind of rolling towed equipment and construction method thereof |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104195953A (en) * | 2014-09-01 | 2014-12-10 | 中国铁建大桥工程局集团有限公司 | Method and device for transversely and integrally moving beam type supports out of bridge bottom plate |
| CN104806026A (en) * | 2015-02-25 | 2015-07-29 | 成都格瑞思文化传播有限公司 | Precast beam mounting structure |
| CN105625194A (en) * | 2016-03-03 | 2016-06-01 | 中铁第六勘察设计院集团有限公司 | Transverse movement in-position construction method of cable-stayed bridge |
| CN107858932A (en) * | 2017-11-28 | 2018-03-30 | 江西乔田重工有限公司 | Towed equipment and construction method of a kind of large-scale girder steel based on fining twisted steel and continuous hydraulic top |
| CN107869112A (en) * | 2017-11-17 | 2018-04-03 | 中铁重工有限公司 | A kind of traction system and method for larger radius of curvature bridge |
| CN109208489A (en) * | 2018-10-31 | 2019-01-15 | 中铁二十五局集团第三工程有限公司 | A kind of method of steel truss girder single-unit assembly segmentation longitudinal pull |
| CN110593117A (en) * | 2019-09-27 | 2019-12-20 | 宁波大学 | Steel box girder installation system and construction method thereof |
| CN110685308A (en) * | 2019-10-22 | 2020-01-14 | 中国水利水电第七工程局有限公司 | Greening engineering soil spreading and leveling device |
| CN111503367A (en) * | 2020-03-16 | 2020-08-07 | 上海二十冶建设有限公司 | Method for installing truss pipeline penetrating through high-speed culvert |
| CN114412166A (en) * | 2022-01-06 | 2022-04-29 | 上海二十冶建设有限公司 | Integrally-moving type cast-in-place concrete roof formwork support and using method thereof |
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| JPH1136225A (en) * | 1997-07-17 | 1999-02-09 | Kajima Corp | Leading/installing method and device for diagonal cable |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104195953A (en) * | 2014-09-01 | 2014-12-10 | 中国铁建大桥工程局集团有限公司 | Method and device for transversely and integrally moving beam type supports out of bridge bottom plate |
| CN104806026A (en) * | 2015-02-25 | 2015-07-29 | 成都格瑞思文化传播有限公司 | Precast beam mounting structure |
| CN105625194A (en) * | 2016-03-03 | 2016-06-01 | 中铁第六勘察设计院集团有限公司 | Transverse movement in-position construction method of cable-stayed bridge |
| CN107869112A (en) * | 2017-11-17 | 2018-04-03 | 中铁重工有限公司 | A kind of traction system and method for larger radius of curvature bridge |
| CN107869112B (en) * | 2017-11-17 | 2023-10-31 | 中铁重工有限公司 | Traction system and method for bridge with large curvature radius |
| CN107858932A (en) * | 2017-11-28 | 2018-03-30 | 江西乔田重工有限公司 | Towed equipment and construction method of a kind of large-scale girder steel based on fining twisted steel and continuous hydraulic top |
| CN107858932B (en) * | 2017-11-28 | 2023-09-29 | 江西乔田重工有限公司 | Dragging device and construction method for large steel beam based on finish rolling deformed steel bar and continuous hydraulic roof |
| CN109208489A (en) * | 2018-10-31 | 2019-01-15 | 中铁二十五局集团第三工程有限公司 | A kind of method of steel truss girder single-unit assembly segmentation longitudinal pull |
| CN110593117A (en) * | 2019-09-27 | 2019-12-20 | 宁波大学 | Steel box girder installation system and construction method thereof |
| CN110685308A (en) * | 2019-10-22 | 2020-01-14 | 中国水利水电第七工程局有限公司 | Greening engineering soil spreading and leveling device |
| CN111503367A (en) * | 2020-03-16 | 2020-08-07 | 上海二十冶建设有限公司 | Method for installing truss pipeline penetrating through high-speed culvert |
| CN114412166A (en) * | 2022-01-06 | 2022-04-29 | 上海二十冶建设有限公司 | Integrally-moving type cast-in-place concrete roof formwork support and using method thereof |
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Granted publication date: 20151202 Termination date: 20160428 |