CN103255767B - Faceplate sliding formwork with traveling device - Google Patents
Faceplate sliding formwork with traveling device Download PDFInfo
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- CN103255767B CN103255767B CN201310112467.0A CN201310112467A CN103255767B CN 103255767 B CN103255767 B CN 103255767B CN 201310112467 A CN201310112467 A CN 201310112467A CN 103255767 B CN103255767 B CN 103255767B
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- sliding
- running gear
- sliding formwork
- form apparatus
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Abstract
A faceplate sliding formwork with a traveling device comprises a sliding formwork device with the traveling device arranged on two sides. In the traveling device, a traveling upright is connected with the sliding formwork device through an upper flange set, the lower end of the traveling upright is connected with a crotch through a lower flange set, the crotch is connected with traveling wheels, the upper flange set are two flanges with contact end faces along a vertical plane, the flanges are connected through bolts, the lower flange set are two flanges with contact end faces along a horizontal plane, and the flanges are connected through bolts. By adopting the structure, the technical problem of inconvenience in rising of a formwork and traveling and rolling-over on a dam crest during construction caused by the sliding formwork device is prone to tip-over and dragging and sliding during humping is solved. The faceplate sliding formwork with the traveling device is simple in structure and flexible to operate, construction efficiency is improved, and construction risk is lowered.
Description
Technical field
The present invention relates to the steel concrete panel slip form construction field of hydraulic engineering rock, particularly a kind of panel slip form with running gear.
Background technology
Panel concrete slding form operation general process is as shown in figure: first utilize hoist engine by sliding form apparatus from panel top to be poured to bottom rolling, sliding form apparatus slips down to after bottom panel position in storehouse to be poured, under the traction of hoist engine, utilize both sides panel side form to work as slide rail, drag cunning from bottom to top, complete and construction is slided to dragging of concrete slab.
During from dam body top to bottom rolling sliding formwork, the downslide component traction sliding formwork that sliding formwork deadweight produces slips row downwards along inclined-plane, it is install perpendicular to the fixed sliding formwork supporting leg of panel at sliding form apparatus two ends that tradition slips row method, because its center of gravity during sliding form apparatus rolling (B point) exceedes the contact point (C point) of rear sliding formwork supporting leg and panel side form, very easily cause sliding form apparatus to tumble, bring a lot of trouble and unsafe factor to slding form operation.
Panel concrete generally adopt jumping (every) storehouse builds, utilize winding plant by sliding form apparatus from dragging sliding building bottom panel to be poured to top, during next storehouse of the complete transfer of current storehouse concreting, with crane, the sliding formwork that heavily about more than 10 tons are heavy is hung on crest access to place, and progressively turn and winch to next and build position in storehouse, complete and sliding construction is dragged to concrete slab.
Face dam top highway width generally only has about 6m-8m, concrete slab fritter width 6m-8m, bulk width 12m-16m, panel concrete pouring construction generally adopts jumps storehouse casting method, sliding formwork length is generally 9m-19m, weight is greater than 10 tons, sliding formwork is all with crane for hoisting in dam crest roll-over conventional method, owing to crest access being furnished with concrete hopper, the facility materials such as sliding formwork rack winch, crest access width causes crane support all not stretch out not simultaneously, brings a lot of trouble and unsafe factor to sliding formwork lifting roll-over construction.
Sliding conventional method is dragged in panel traction, haulage cable one end is wound around in the reel upper end of winding plant be involved in, the other end is connected by rigging shackle with the towing plate on sliding formwork, when sliding formwork is dragged to apart from dam crest about 10m, an angle is upwards produced between haulage cable and sliding formwork, component is upwards produced in sliding formwork front end, add the uplift pressure that concrete produces, sliding formwork is upwards floated causes the planeness of the physical dimension of final stage panel concrete very poor, brings a lot of trouble to panel concrete pouring construction.
Chinese patent 201120110763.3 discloses a kind of panel slip form and supports running gear, by arranging turnover running gear to panel slip form, achieve sliding formwork from top to bottom rolling, Problems existing is, its upset mode only has two kinds, underaction, and is dig to both sides, easily Lin Cang construction is formed and interferes, do not solve yet above-mentioned easily to tumble, dam crest walking and traction time the technical problem of upwards floating.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of panel slip form with running gear, anti-tipping when can be implemented in rolling, and is convenient to, in crest access walking, further also there will not be the problem of upwards floating during traction.
For solving the problems of the technologies described above, the technical solution adopted in the present invention is: a kind of panel slip form with running gear, comprises sliding form apparatus, and the both sides of sliding form apparatus are provided with running gear;
In described running gear, walking column is connected with sliding form apparatus by upper flange group, and the lower end of walking column is connected with crotch by lower flange group, and crotch is connected with road wheel;
Described upper flange group is contact end face along two flange of vertical plane, is bolted between flange;
Described lower flange group is contact end face along two flange of horizontal plane, is bolted between flange.
Described vertical plane is the vertical plane being positioned at sliding form apparatus two sides.
Also be flexibly connected by rotating shaft between two flange of described upper flange group and/or lower flange group.
Described upper flange group is fixedly connected with adjustment chute, regulates chute to be provided with hole, and walking column is provided with multiple adjustment hole from top to bottom, by regulating pinned connection between walking column and adjustment chute.
Described sliding form apparatus front end is also provided with towing plate, and towing plate is provided with multiple towing pad from top to bottom.
Described sliding form apparatus is also provided with the safeties for fixing sliding form apparatus self.
Described safeties are multiple hoist engine, and the wire rope of hoist engine is provided with hook.
A kind of panel slip form with running gear provided by the invention, in order to solve the above-mentioned technical problem of easily tumbling, the running gear of sliding form apparatus is designed to flange-type structure, as the upper flange group in Fig. 1-3, can according to panel gradient α angle adjustment sliding formwork rear support leg angle α
1, control angle α
1>=α makes sliding formwork center of gravity B point drop between the contact point A point of rear support leg and panel side form and the contact point D point of front sliding formwork supporting leg and panel side form, the construction difficult problem of very easily tumbling when solving sliding formwork rolling.What adopt center steering pin is rotatably connected mode, when sliding formwork drags sliding concrete from the bottom up, owing to not needing to support running gear, by the upset of this supporting leg upwards, and need not dismantle, the operation repeatedly adjusted when eliminating later stage use.
Sliding form apparatus can winch to after on crest access by the lower flange group arranged, by each crotch half-twist of running gear, can realize walking along crest access, thus utilizing self-propelled plant equipment (such as loader etc.) sliding formwork to be dragged to next pouring construction position, the concrete completing next position in storehouse drags sliding construction.
The towing plate arranged, the problem of upwards floating when coordinating safeties to effectively overcome sliding form apparatus traction during use.
Structure of the present invention is simple, and flexible operation is safe and practical.Simplify working procedure, accelerating construction progress, reduces security risk greatly.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described:
Fig. 1 is the structural representation that apparatus of the present invention drag when sliding construction.
Structural representation when Fig. 2 is the roll-over of apparatus of the present invention dam crest.
Structural representation when Fig. 3 is apparatus of the present invention rolling.
Fig. 4 is the front view of running gear in the present invention.
Fig. 5 is the lateral view of running gear in the present invention.
Fig. 6 is the lateral view of running gear when dam crest roll-over in the present invention.
Fig. 7 is the front view of crotch in the present invention.
Fig. 8 is the top view of crotch in the present invention.
In figure: winding plant 1, crest access 2, sliding form apparatus 3, side form 4, running gear 5, upper flange group 501, regulate bearing pin 502, walking column 503, adjustment hole 504, lower flange group 505, crotch 506, road wheel 507, regulates chute 508, rotating shaft 509, towing plate 6, safeties 7.
Detailed description of the invention
As in Fig. 1-3, a kind of panel slip form with running gear, comprise sliding form apparatus 3, winding plant is provided with at dam crest, the side of winding plant is provided with concrete balancing weight, winding plant is connected with sliding form apparatus 3 by haulage cable, sliding form apparatus 3 is provided with slip form safety device 7, sliding-mode platform and sliding formwork and wipes one's face platform.Running gear 5 is provided with in the both sides of sliding form apparatus 3.
Described running gear 5 is as in Fig. 4-8, and walking column 503 is connected with sliding form apparatus 3 by upper flange group 501, and the lower end of walking column 503 is connected with crotch 506 by lower flange group 505, and crotch 506 is connected with road wheel 507;
As in Fig. 4,5, described upper flange group 501 is contact end face along two flange of vertical plane, is bolted between flange;
As in Fig. 4-6, described lower flange group 505 is contact end face along two flange of horizontal plane, is bolted between flange.
As in Fig. 1-3, described vertical plane is the vertical plane being positioned at sliding form apparatus 3 two sides.
Structure thus, the upper flange group in such as Fig. 1-3, can according to panel gradient α angle adjustment sliding formwork rear support leg angle α
1, control angle α
1>=α makes sliding formwork center of gravity B point drop between the contact point A point of rear support leg and panel side form and the contact point D point of front sliding formwork supporting leg and panel side form, the construction difficult problem of very easily tumbling when solving sliding formwork rolling.
The road wheel 507 of running gear 5 is turned over to sliding form apparatus 3 fixing along upper flange group 501, the winding plant 1 that operation crest access 2 is arranged, sliding form apparatus 3 is drawn to close to dam crest, with crane, sliding form apparatus 3 is sling, after removing haulage cable 7, sliding form apparatus 3 is winched on crest access 2.4 cover road wheel 507 upsets on crest access 2 are put down, remove the connecting bolt in lower flange group 505, after crotch 506 is rotated 90 ° along the horizontal plane, connecting bolt is installed, makes to be fastenedly connected between two flange of the lower flange group 505 between walking column 503 and crotch 506.Sliding form apparatus 3 drops on crest access by manipulating crane, take off sliding formwork hoisting wirerope, utilize the self-propelled plant equipment on crest access, such as loader etc., sliding form apparatus is dragged to next pouring construction position, the concrete completing next position in storehouse drags sliding construction.Thus reduce the difficulty of roll-over.
As in the scheme that Fig. 1-3 optimizes, be also flexibly connected by rotating shaft 509 between two flange of described upper flange group 501 and/or lower flange group 505.What adopt center steering rotating shaft is rotatably connected mode, when sliding formwork drags sliding concrete from the bottom up, owing to not needing to support running gear, by the upset of this supporting leg upwards, and need not dismantle, the operation repeatedly adjusted when eliminating later stage use.
As in the scheme that Fig. 1-3 optimizes, described upper flange group 501 is fixedly connected with adjustment chute 508, regulate chute 508 to be provided with hole, walking column 503 is provided with multiple adjustment hole 504 from top to bottom, by regulating bearing pin 502 to be connected between walking column 503 with adjustment chute 508.Structure thus, can regulate the length of walking column 503, especially regulates the length of rear support leg as being arranged in figure left in Fig. 3, to make, when rolling sliding form apparatus, can guarantee that sliding-mode platform and sliding formwork platform of wiping one's face is concordant with horizontal plane.
As in Fig. 1-3, described sliding form apparatus 3 front end is also provided with towing plate 6, and towing plate 6 is provided with multiple towing pad from top to bottom.
As in Fig. 1-3, described sliding form apparatus 3 is also provided with the safeties 7 for fixing sliding form apparatus 3 self.
As in Fig. 1, described safeties 7 are multiple hoist engine, and the wire rope of hoist engine is provided with hook.
Rigging shackle is passed through in one end of winding plant 1 haulage cable, the towing plate 6 times stomidiums arranged with sliding form apparatus 3 front end bilateral symmetry are connected, when sliding form apparatus 3 be dragged to have floating trend apart from dam crest about 10m time, the hook of insurance steel cable one end of safeties 7 is hung on the main ground rebar of slab reinforcement net, allow insurance steel cable, hook and reinforcing bar host ground connection muscle bear the sliding force of sliding form apparatus 3, operation winding plant 1 unclamps the rigging shackle of sliding formwork towing plate 6 times stomidium positions, shackle is shifted to appropriate well position, towing plate upper end to install, make sliding form apparatus 3 not produce upwards component and lift sliding formwork floating, complete final stage panel concrete and drag sliding construction.
In the scheme optimized, arrange towing plate 6 in sliding form apparatus 3 front end bilateral symmetry, towing plate 6 is processed with steel plate and is firmly welded into one with sliding form apparatus 3.
As shown in Figure 1,3, towing plate 6 is processed with 3 holes, the most next Kong Weizhu towing pad position, above two holes according to the traction angle choice for use between winding plant 1 haulage cable and sliding form apparatus 3, as long as sliding form apparatus 3 front end does not come back float.
Device of the present invention, overcomes in prior art, and sliding form apparatus is easily tumbled when rolling, drag template new line and the technical barrier in dam crest walking roll-over inconvenience when sliding construction, and structure is simple, and flexible operation, improves efficiency of construction, reduces construction risk.
Claims (7)
1. the panel slip form with running gear, comprises sliding form apparatus (3), it is characterized in that: the both sides of sliding form apparatus (3) are provided with running gear (5);
In described running gear (5), walking column (503) is connected with sliding form apparatus (3) by upper flange group (501), the lower end of walking column (503) is connected with crotch (506) by lower flange group (505), and crotch (506) is connected with road wheel (507);
Described upper flange group (501), for contact end face is along two flange of vertical plane, is bolted between flange;
Described lower flange group (505), for contact end face is along two flange of horizontal plane, is bolted between flange.
2. a kind of panel slip form with running gear according to claim 1, is characterized in that: described vertical plane is for being positioned at the vertical plane of sliding form apparatus (3) two sides.
3. a kind of panel slip form with running gear according to claim 1, is characterized in that: be also flexibly connected by rotating shaft (509) between described upper flange group (501) and/or two flange of lower flange group (505).
4. a kind of panel slip form with running gear according to any one of claim 1-3, it is characterized in that: described upper flange group (501) is fixedly connected with adjustment chute (508), chute (508) is regulated to be provided with hole, walking column (503) is provided with multiple adjustment hole (504) from top to bottom, by regulating bearing pin (502) to be connected between walking column (503) with adjustment chute (508).
5. a kind of panel slip form with running gear according to claim 1, is characterized in that: described sliding form apparatus (3) front end is also provided with towing plate (6), and (6) are provided with multiple towing pad to towing plate from top to bottom.
6. a kind of panel slip form with running gear according to claim 5, is characterized in that: described sliding form apparatus (3) is also provided with the safeties (7) for fixing sliding form apparatus (3) self.
7. a kind of panel slip form with running gear according to claim 6, is characterized in that: described safeties (7) are multiple hoist engine, and the wire rope of hoist engine is provided with hook.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310112467.0A CN103255767B (en) | 2013-04-02 | 2013-04-02 | Faceplate sliding formwork with traveling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310112467.0A CN103255767B (en) | 2013-04-02 | 2013-04-02 | Faceplate sliding formwork with traveling device |
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| Publication Number | Publication Date |
|---|---|
| CN103255767A CN103255767A (en) | 2013-08-21 |
| CN103255767B true CN103255767B (en) | 2015-07-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310112467.0A Expired - Fee Related CN103255767B (en) | 2013-04-02 | 2013-04-02 | Faceplate sliding formwork with traveling device |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929131B (en) * | 2015-07-14 | 2017-01-18 | 中国葛洲坝集团第一工程有限公司 | High-abrupt-slope track traction type concrete sliding formwork device |
| CN104929130B (en) * | 2015-07-14 | 2017-03-15 | 中国葛洲坝集团第一工程有限公司 | High abrupt slope track traction type concrete slip-form adjusting apparatus |
| CN112160290B (en) * | 2020-10-14 | 2022-07-12 | 浙江世润建创科技发展有限公司 | Construction device and construction method for cast-in-place concrete panel of upstream slope of dam |
| CN113152386B (en) * | 2021-02-04 | 2023-03-21 | 南昌工学院 | Cable crane grading damming system of wet-process stockpiling tailing pond |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07286333A (en) * | 1994-04-19 | 1995-10-31 | Maruei Concrete Kogyo Kk | Form panel for constructing retaining wall |
| CN2937249Y (en) * | 2006-08-11 | 2007-08-22 | 中国水利水电第十一工程局 | Truss running device of longspan integral channel concreting machine |
| CN201358464Y (en) * | 2009-02-14 | 2009-12-09 | 中国葛洲坝集团股份有限公司 | Steep thin-wall concrete lining machine |
| CN202023359U (en) * | 2011-04-15 | 2011-11-02 | 中国葛洲坝集团股份有限公司 | Supporting and traveling device for slip forms for faces |
| CN202039591U (en) * | 2011-03-29 | 2011-11-16 | 中国葛洲坝集团股份有限公司 | Panel slip form safety device |
| CN202830889U (en) * | 2012-10-23 | 2013-03-27 | 中国葛洲坝集团股份有限公司 | Rail type slip form device |
| CN203129148U (en) * | 2013-04-02 | 2013-08-14 | 中国葛洲坝集团股份有限公司 | Panel slide mold with walking devices |
-
2013
- 2013-04-02 CN CN201310112467.0A patent/CN103255767B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07286333A (en) * | 1994-04-19 | 1995-10-31 | Maruei Concrete Kogyo Kk | Form panel for constructing retaining wall |
| CN2937249Y (en) * | 2006-08-11 | 2007-08-22 | 中国水利水电第十一工程局 | Truss running device of longspan integral channel concreting machine |
| CN201358464Y (en) * | 2009-02-14 | 2009-12-09 | 中国葛洲坝集团股份有限公司 | Steep thin-wall concrete lining machine |
| CN202039591U (en) * | 2011-03-29 | 2011-11-16 | 中国葛洲坝集团股份有限公司 | Panel slip form safety device |
| CN202023359U (en) * | 2011-04-15 | 2011-11-02 | 中国葛洲坝集团股份有限公司 | Supporting and traveling device for slip forms for faces |
| CN202830889U (en) * | 2012-10-23 | 2013-03-27 | 中国葛洲坝集团股份有限公司 | Rail type slip form device |
| CN203129148U (en) * | 2013-04-02 | 2013-08-14 | 中国葛洲坝集团股份有限公司 | Panel slide mold with walking devices |
Non-Patent Citations (1)
| Title |
|---|
| 坝用回转上升式自动模板;岸野富夫等;《制冷空调与电力机械》;19920229(第02期);第46-48页 * |
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| CN103255767A (en) | 2013-08-21 |
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Granted publication date: 20150701 Termination date: 20210402 |