CN2929056Y - Hydraulic driving automatic climbing formwork - Google Patents

Hydraulic driving automatic climbing formwork Download PDF

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Publication number
CN2929056Y
CN2929056Y CN 200620116007 CN200620116007U CN2929056Y CN 2929056 Y CN2929056 Y CN 2929056Y CN 200620116007 CN200620116007 CN 200620116007 CN 200620116007 U CN200620116007 U CN 200620116007U CN 2929056 Y CN2929056 Y CN 2929056Y
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CN
China
Prior art keywords
bearing
load
guide rail
attached
box
Prior art date
Application number
CN 200620116007
Other languages
Chinese (zh)
Inventor
刘志坚
刘品晶
要志东
王海洪
张文
Original Assignee
北京卓良模板有限公司
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
Priority to CN200520107341.5 priority Critical
Priority to CN200520107341 priority
Application filed by 北京卓良模板有限公司 filed Critical 北京卓良模板有限公司
Priority to CN 200620116007 priority patent/CN2929056Y/en
Application granted granted Critical
Publication of CN2929056Y publication Critical patent/CN2929056Y/en

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Abstract

Disclosed is a fluid pressure driven automatic climb template belonging to the architecture template region, including a guide rail, an inverting tank, a fluid pressure hydraulic cylinder, a bearing tripod, a wall-attaching staying, a wall-attaching hanging seat a wall-attaching device, an embedded element, a host platform bridging beam, a carry down device, a template and girders. The bearing tripod is the bearing part of the whole template system, a bearing gib head is hanged on the wall-attaching hanging seat, and is provided with a breaking pin, the wall-attaching staying supports the concrete wall, the guide rail is raised by the bearing tripod under the force of the fluid pressure hydraulic cylinder and the inverting tank, the bearing tripod is raised by the guide rail under the force of the fluid pressure hydraulic cylinder and the inverting tank, the template and the girders are provided on the bearing tripod, thereby the template is raised. The utility model employs the fluid pressure hydraulic cylinder to rise, clamps and demoulds with the carry down device, has the advantages of simple structure, convenient operation and high construction efficiency.

Description

Hydraulic-driven automatic climbing template
Affiliated technical field
The utility model is a kind of have hydraulic jacking device and guide rail, can belong to the construction formwork field along the template of concreting metope automatic climbing.
Technical background
At present, mould plate technique has been widely used in bridge pier, in high building and other concrete construction.In these engineering constructions, all be in layer to build from low to high to form, each layer is built all and will be used template, and template and scaffold thereof are that turnover is used.Generally, the turnover of template all is that tower crane with the building site lifts realization again and again.Like this, have enough to meet the need many times of a less important cost, both taken the normal working hours of tower crane, all transfer efficients of template are not high yet, prolonged the duration virtually.
Summary of the invention
The turnover of template for convenience improves efficiency of construction, and the utility model provides a kind of safe, reliable, hydraulic-driven automatic climbing template that efficient is high.It can upwards climb along the concreting metope.This automatic climbing template can be widely used in various road and bridge, and in high building and other high-building construction, its advantage is: save manpower, material resources, reduction of erection time.
The technical solution adopted in the utility model is:
A kind of hydraulic-driven automatic climbing template, comprise: template and truss thereof (1), back moving device (2), load-bearing tripod crossbeam (5), load-bearing tripod vertical rod (6), last Commutating box (7), hydraulic jack (8), following Commutating box (9), attached wall support (10), attached wall hanging seat (11), wall-attaching equipment (12), guide rail (14), it is characterized in that, wall-attaching equipment (12) is to be fixed on the concrete wall surface with stressed bolt, and attached wall hanging seat (11) is gone up in connection, load-bearing tripod vertical rod (6) is to be connected on the attached wall hanging seat (11) with load-bearing latch (17) and safety pin (16), guide rail (14) is fixing like this, one cause load-bearing tripod vertical rod (6) of guide rail (14) and attached wall support (10) are fixing jointly, another edge is embedded by attached wall hanging seat (11), and guide rail (14) is merely able to rise along the direction of self, descend, last Commutating box (7) is articulated in load-bearing tripod vertical rod (6) armpit, last Commutating box (7) bottom connects hydraulic jack (8) and following Commutating box (9), on, forming slide block between following Commutating box and the guide rail (14) connects.
The structure of described attached wall hanging seat (11) is: two positive block plates constitute U type load-bearing bayonet socket, roll up for two of back side welding and constitute embedded bayonet socket between a steel plate and bearing plate (11a) the plate face, there are corresponding safety vent (11a) and pin hole (11b) in attached wall hanging seat (11) both sides, and the load-bearing bayonet socket downside steel plate back side is welded with the nut of regulating bolt (11c).
Described attached wall hanging seat (11) is linked on the wall-attaching equipment (12), and concrete wall surface is being pasted in the front, and the screw rod of regulating bolt (11c) is stuck in stopper slot (12a) lining of wall-attaching equipment (12), and the embedded bayonet socket at the back side blocks two edge of guide rail (14) channel-section steel.
Described load-bearing tripod vertical rod (6) and attached wall support (10), be fixed with above the clip hook that can freely rotate take turns (6a, 10b) and support wheel (10c).
Described guide rail (14), be welded with fritter steel plate at regular intervals between the channel-section steel that two are symmetrically welded and make ladder shelves (14d), be hinged a load-bearing tongue (14a) between two channel-section steels of guide rail (14) upper end, the afterbody of load-bearing tongue (14a) supports by holding hyoplastron (14c), is hinged a tail bone (14b) between two channel-section steels of guide rail (14) lower end.
Described Commutating box comprises: box body (7f), spring (7a), cam spanner (7b), check plate (7e), load-bearing axle (7c), commutation tongue (7d), load-bearing axle (7c) is a pin shaft structure, a commutation tongue (7d) is circumferentially fixed with jackscrew in the centre, end cap capping top edge is fixed a check plate (7e), center hinge connects a cam spanner (7b), cam spanner (7b) go up a bit with any of box body (7f) upper edge between be connected with spring (7a), spring (7a) is tension all the time.
Described Commutating box box body (7f) is gone up two edge that embedded bayonet arrangement can be blocked channel-section steel guide rail (14), and for slide block connects, box body (7f) is as slide block between Commutating box and guide rail (14).
The described Commutating box (7) of going up, hydraulic jack (8) is followed successively by hinge and connects between following Commutating box (9).
Description of drawings
Below in conjunction with drawings and Examples the utility model is described further.
Fig. 1 is a general assembly drawing of the present utility model.
Fig. 2 is the template schematic diagram that climbs.
Fig. 3 is the structural representation of guide rail.
Fig. 4 is the structural representation of attached wall hanging seat.
Fig. 5 is the left view of Fig. 4.
Fig. 6 is the vertical view of Fig. 4.
Fig. 7 is an attached wall seat schematic diagram.
Fig. 8 is that the attached wall hanging seat is used schematic diagram.
Fig. 9 is a load-bearing tripod vertical rod schematic diagram.
Figure 10 is the vertical view of Fig. 9.
Figure 11 is an attached wall support structure schematic diagram.
Figure 12 is the vertical view of Figure 11.
Figure 13 is a utmost point position schematic diagram on the Commutating box.
Figure 14 is the right view of Figure 13.
Figure 15 is the sectional view of Figure 13.
Figure 16 is a utmost point position schematic diagram under the Commutating box.
Figure 17 is the right view of Figure 16.
Figure 18 is the sectional view of Figure 16.
Among the figure, move behind template and truss thereof the 2. back moving devices 3. 1. that 9. times Commutating box 10. attached walls of Commutating box 8. hydraulic jacks support 11. attached wall hanging seats, 12. wall-attaching equipment, 13. embedded parts, 14. guide rails, 15. concretes, 16. safety pins, 17. load-bearing latches in the 6. load-bearing tripod vertical rods 7. of crossbeam 4. main platform spandrel girder 5. load-bearing tripod crossbeams
The specific embodiment
By Fig. 1, in conjunction with Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, Figure 11, Figure 12 describes structure of the present utility model.
Wall-attaching equipment (12) is fixed on the embedded part (13) of building concrete (15) lining by stressed bolt, belongs to be fastenedly connected.Attached wall hanging seat (11) is suspended on the wall-attaching equipment (12), and between them fixedly is to be realized by the adjusting bolt (11c) that is welded on the attached wall hanging seat (11).Attached wall hanging seat (11) slips into to the centre along the upper edge of wall-attaching equipment (12), after the stopper slot (12a) of the screw rod of regulating bolt (11c) and wall-attaching equipment (12) lower edge is corresponding, tightens screw rod, can not slide until attached wall hanging seat (11).Like this, attached wall hanging seat (11) just is fixed on the concrete wall surface.
Load-bearing tripod vertical rod (6), load-bearing tripod crossbeam (5), it is hinged with bearing pin also having diagonal brace, forms a stable load-bearing tripod.Wherein, diagonal brace can be regulated length, changes triangular shaped.Tripod vertical rod (6) lower end has just constituted the load-bearing tripod with bolt one attached wall support (10).The load-bearing tripod, the upper end, the gib head (6b) in the load-bearing tripod vertical rod (6) is suspended on the two ends that load-bearing latch (16) is encorbelmented; The lower end, two supporting legs (10a) of attached wall support (10) are supported on the concrete wall surface.The gib head (6b) of tripod vertical rod (6b)
Hang on the load-bearing latch (17), then safety pin (16) is inserted safety vent (11a), prevent load-bearing tripod come-up.The supporting leg of adjusting attached wall support (10) can be regulated the parallelism of tripod vertical rod (6) and concrete wall surface.
Guide rail (14) hangs on the attached wall hanging seat (11).By the cross sectional representation of guide rail as can be known, guide rail (14) spacing is coefficient by the clip hook pulley (10b) and the support wheel (10c) of attached wall hanging seat (11), load-bearing tripod vertical rod (6) and clip hook pulley (6a) thereof, attached wall support (10), guide rail (14) be limited in one can the cylinder space of longitudinally-moving in.Load-bearing tongue (14a) on the guide rail (14), its head support are on the bearing plate (11d) of attached wall hanging seat (11), and afterbody is supported on holding on the hyoplastron (14c) of guide rail (14), has realized the stable suspension of guide rail.Last Commutating box (7) upper end is hinged with the armpit of load-bearing tripod vertical rod (6), last Commutating box (7), oil cylinder (8), hinged successively between the Commutating box (9) down.The bayonet socket of two Commutating boxs also is stuck on channel-section steel two edge of guide rail (14) simultaneously, constitutes slide block and connects.The load-bearing tripod is the above use side by side of two Pin or two Pin, and load-bearing tripod crossbeam (5) is gone up discharging and fixing main platform load-bearing crossbeam (4).Be used to set up operating platform above the main platform load-bearing crossbeam and install side by side after move crossbeam (3), move after arbitrary crossbeam can not with guide rail on same facade.After move and place back moving device (2) above the crossbeam (3), template and truss thereof (1) are articulated on the moving device of back.
By Fig. 2, with reference to Fig. 3, Figure 13, Figure 14, Figure 15, Figure 16, Figure 17, Figure 18 illustrates the implementation process that a lower bolster climbs.
At first, explain the structure and the operating principle thereof of Commutating box.Commutating box is mainly by box body (7f), spring (7a), and cam spanner (7b), load-bearing axle (7c), commutation tongue (7d), check plate (7e) is formed.Load-bearing axle (7c) is fixed on two floors of box body (7f), can freely rotate.Load-bearing tongue (7d) is placed between two floors, circumferentially be fixed on the load-bearing axle (7c), can with its synchronous rotation.The similar pin shaft structure of load-bearing axle (7c), end cottor pin, spacers, the other end is the step cap.Cap face top edge is fixed a check plate (7e), the hinged cam spanner in center (7b).The both sides of the drop center wheel profile of check plate (7e) become the obtuse angle angle, and the both sides of the cam profile of cam spanner (7b) acutangulate angle.Check plate (7e) is limited in cam spanner (7b) in certain angle and can freely rotates, and between them the circular gap location.Baffle plate (7g) on the box body (7f) can limit the position of commutation tongue (7d), affacts on the cam spanner (7b) angle position of restriction cam spanner (7b) by check plate (7e); Equally, rotating cam spanner (7b) also can change the position of commutation tongue (7d), but can be subjected to the restriction of baffle plate (7g).On spring (7a) the connection cam spanner (7b) any and a bit of box body (7f) upper edge, rotating cam spanner (7b) can change the length of spring, and cam spanner (7b) is at pole location, and spring is the longest.Under the effect of spring pulling force, the spring of working as that cam spanner (7d) is in the limit both sides is two the shortest positions, so the tongue (7d) that commutates also is in two extreme positions, that is: goes up utmost point position (Figure 13) and following utmost point position (Figure 16).
Climbing of template and truss thereof (1) relies on guide rail to realize.The first step, lift rail.When needing form removal, moving device after the translation (2), template and truss (1) thereof dorsad metope move a segment distance.In new building wall-attaching equipment (12) and attached wall hanging seat (11) are installed on the metope, lift rail (14), and hang on the attached wall hanging seat (11).For slide block is connected, welding fritter steel plate at regular intervals is made ladder retaining (14d) between two channel-section steels of guide rail (14) between Commutating box and the guide rail (14), and it can influence the moving direction of Commutating box, and Commutating box can only be moved to a direction.Detailed process is: Commutating box is in utmost point position, and it can only move down along guide rail.Commutating box moves up, and can be kept off to such an extent that the lower edge stops by ladder, moves down, and the commutation tongue can be crossed the ladder retaining, resets then; In like manner, Commutating box is in utmost point position down, and it can only move up along guide rail.Upper and lower Commutating box all is in utmost point position (Figure 13), lift rail (is reference with oil cylinder state among Fig. 1).The oil cylinder elongation, following Commutating box glides; Oil cylinder shrinks acting, and guide rail is raised one section; Oil cylinder extends once more, and guide rail is blocked by last Commutating box, can not glide.Oil cylinder repeatedly repeats acting, and guide rail just is raised and is suspended on the attached wall hanging seat.
In second step, promote the load-bearing tripod.After guide rail promoted and puts in place, rotation tail bone (14b) also was supported on the concrete wall surface, and (14e) keeps its position with alignment pin.Regulate tail bone (14b) simultaneously, make guide rail parallel, unclamp attached wall support supporting leg (10a) with metope.Upper and lower Commutating box all is in utmost point position (Figure 16) down, promotes tripod (the oil cylinder state with Fig. 2 is reference).Following Commutating box withstands on ladder retaining (14d) upper edge, oil cylinder elongation acting, and the load-bearing tripod just is raised one section; The vertical rod of load-bearing tripod is stuck on the guide rail by last Commutating box, and oil cylinder shrinks, and following Commutating box is along sliding on the guide rail; Oil cylinder extends acting once more, and the load-bearing tripod is raised one section again.Oil cylinder repeats acting, and the load-bearing tripod until the height of load-bearing tripod gib head above pin hole (11b), is plugged safety pin, fixedly the load-bearing tripod by each lifting.Moving device after advancing withstands on the template lower edge on the concrete wall surface, in order to building.

Claims (8)

1. hydraulic-driven automatic climbing template, comprise: template and truss thereof (1), back moving device (2), load-bearing tripod crossbeam (5), load-bearing tripod vertical rod (6), last Commutating box (7), hydraulic jack (8), following Commutating box (9), attached wall support (10), attached wall hanging seat (11), wall-attaching equipment (12), guide rail (14), it is characterized in that, wall-attaching equipment (12) is to be fixed on the concrete wall surface with stressed bolt, and attached wall hanging seat (11) is gone up in connection, load-bearing tripod vertical rod (6) is to be connected on the attached wall hanging seat (11) with load-bearing latch (17) and safety pin (16), guide rail (14) is fixing like this, one cause load-bearing tripod vertical rod (6) of guide rail (14) and attached wall support (10) are fixing jointly, another edge is embedded by attached wall hanging seat (11), and guide rail (14) is merely able to rise along the direction of self, descend, last Commutating box (7) is articulated in load-bearing tripod vertical rod (6) armpit, last Commutating box (7) bottom connects hydraulic jack (8) and following Commutating box (9), on, forming slide block between following Commutating box and the guide rail (14) connects.
2. hydraulic-driven automatic climbing template according to claim 1, it is characterized in that, the structure of described attached wall hanging seat (11) is: two positive block plates constitute U type load-bearing bayonet socket, roll up for two of back side welding and constitute embedded bayonet socket between a steel plate and bearing plate (11a) the plate face, there are corresponding safety vent (11a) and pin hole (11b) in attached wall hanging seat (11) both sides, and the load-bearing bayonet socket downside steel plate back side is welded with the nut of regulating bolt (11c).
3. according to claim 1 or 2 described hydraulic-driven automatic climbing templates, it is characterized in that, described attached wall hanging seat (11) is linked on the wall-attaching equipment (12), concrete wall surface is being pasted in the front, the screw rod of regulating bolt (11c) is stuck in stopper slot (12a) lining of wall-attaching equipment (12), and the embedded bayonet socket at the back side blocks two edge of guide rail (14) channel-section steel.
4. hydraulic-driven automatic climbing template according to claim 1 is characterized in that, described load-bearing tripod vertical rod (6) and attached wall support (10), be fixed with above the clip hook that can freely rotate take turns (6a, 10b) and support wheel (10c).
5. hydraulic-driven automatic climbing template according to claim 1, it is characterized in that, described guide rail (14), be welded with fritter steel plate at regular intervals between the channel-section steel that two are symmetrically welded and make ladder shelves (14d), be hinged a load-bearing tongue (14a) between two channel-section steels of guide rail (14) upper end, the afterbody of load-bearing tongue (14a) supports by holding hyoplastron (14c), is hinged a tail bone (14b) between two channel-section steels of guide rail (14) lower end.
6. hydraulic-driven automatic climbing template according to claim 1, it is characterized in that, described Commutating box comprises: box body (7f), spring (7a), cam spanner (7b), check plate (7e), load-bearing axle (7c), commutation tongue (7d), load-bearing axle (7c) is a pin shaft structure, a commutation tongue (7d) is circumferentially fixed with jackscrew in the centre, end cap capping top edge is fixed a check plate (7e), center hinge connects a cam spanner (7b), cam spanner (7b) go up a bit with any of box body (7f) upper edge between be connected with spring (7a), spring (7a) is tension all the time.
7. according to claim 1,5 or 6 described hydraulic-driven automatic climbing templates, it is characterized in that, described Commutating box box body (7f) is gone up two edge that embedded bayonet arrangement can be blocked channel-section steel guide rail (14), and for slide block connects, box body (7f) is as slide block between Commutating box and guide rail (14).
8. hydraulic-driven automatic climbing template according to claim 1 is characterized in that, the described Commutating box (7) of going up, and hydraulic jack (8) is followed successively by hinge and connects between following Commutating box (9).
CN 200620116007 2005-05-25 2006-05-24 Hydraulic driving automatic climbing formwork CN2929056Y (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
CN200520107341.5 2005-05-25
CN200520107341 2005-05-25
CN 200620116007 CN2929056Y (en) 2005-05-25 2006-05-24 Hydraulic driving automatic climbing formwork

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102345381A (en) * 2011-10-12 2012-02-08 四川路桥建设股份有限公司 Hydraulic creeping formwork system and creeping formwork construction method
CN101787792B (en) * 2010-01-26 2012-09-12 北京卓良模板有限公司 Building protection screen system
CN102873748A (en) * 2012-09-22 2013-01-16 王炳贞 Large-scale concrete member preforming device and preforming method of large-scale concrete member
CN103132901A (en) * 2011-11-23 2013-06-05 中冶宝钢技术服务有限公司 Climbing device of vertical ladder and climbing method
CN104563501A (en) * 2014-05-14 2015-04-29 山东国安工程技术有限公司 Wall-attaching hanging seat of building facilities and application method of wall-attaching hanging seat
CN105129577A (en) * 2015-09-01 2015-12-09 中国建筑第八工程局有限公司 Self-climbing type material vertical transportation system
CN105152103A (en) * 2015-08-11 2015-12-16 中建三局集团有限公司 Hydraulic self-climbing escape ladder device of super high-rise building
CN105952479A (en) * 2016-06-23 2016-09-21 湖南五新隧道智能装备股份有限公司 Automatic lifting mechanism and tunnel lining trolley comprising same
CN105971271A (en) * 2016-05-20 2016-09-28 北京卓良模板有限公司 Single-side self-climbing cantilever formwork and construction method thereof
CN107265308A (en) * 2017-07-03 2017-10-20 能诚集团有限公司 A kind of outdoor attached wall tower crane
CN104563491B (en) * 2014-05-14 2018-10-09 山东国兴模板脚手架有限公司 Application method of the convenient hydraulic from clambing shuttering
CN108996439A (en) * 2018-07-23 2018-12-14 杨定娟 A kind of wind-power tower vertical lift constructing device
CN109281884A (en) * 2018-11-27 2019-01-29 中国葛洲坝集团第二工程有限公司 Template synchronous hydraulic lifting control system
CN109403622A (en) * 2018-10-29 2019-03-01 高渭泉 A kind of track hangs modular system and its construction method from hoisting type suspension levelling

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101787792B (en) * 2010-01-26 2012-09-12 北京卓良模板有限公司 Building protection screen system
CN102345381A (en) * 2011-10-12 2012-02-08 四川路桥建设股份有限公司 Hydraulic creeping formwork system and creeping formwork construction method
CN102345381B (en) * 2011-10-12 2013-08-14 四川路桥建设股份有限公司 Hydraulic creeping formwork system and creeping formwork construction method
CN103132901A (en) * 2011-11-23 2013-06-05 中冶宝钢技术服务有限公司 Climbing device of vertical ladder and climbing method
CN103132901B (en) * 2011-11-23 2015-04-22 中冶宝钢技术服务有限公司 Climbing device of vertical ladder and climbing method
CN102873748A (en) * 2012-09-22 2013-01-16 王炳贞 Large-scale concrete member preforming device and preforming method of large-scale concrete member
CN102873748B (en) * 2012-09-22 2014-09-17 王炳贞 Large-scale concrete member preforming device and preforming method of large-scale concrete member
CN104563501A (en) * 2014-05-14 2015-04-29 山东国安工程技术有限公司 Wall-attaching hanging seat of building facilities and application method of wall-attaching hanging seat
CN104563501B (en) * 2014-05-14 2018-10-09 山东国兴模板脚手架有限公司 The application method of building facilities attached wall hanging seat
CN104563491B (en) * 2014-05-14 2018-10-09 山东国兴模板脚手架有限公司 Application method of the convenient hydraulic from clambing shuttering
CN105152103A (en) * 2015-08-11 2015-12-16 中建三局集团有限公司 Hydraulic self-climbing escape ladder device of super high-rise building
CN105129577A (en) * 2015-09-01 2015-12-09 中国建筑第八工程局有限公司 Self-climbing type material vertical transportation system
CN105971271A (en) * 2016-05-20 2016-09-28 北京卓良模板有限公司 Single-side self-climbing cantilever formwork and construction method thereof
CN105952479B (en) * 2016-06-23 2019-02-22 湖南五新隧道智能装备股份有限公司 A kind of automatic hoisting mechanism and the tunnel lining trolley comprising this mechanism
CN105952479A (en) * 2016-06-23 2016-09-21 湖南五新隧道智能装备股份有限公司 Automatic lifting mechanism and tunnel lining trolley comprising same
CN107265308A (en) * 2017-07-03 2017-10-20 能诚集团有限公司 A kind of outdoor attached wall tower crane
CN107265308B (en) * 2017-07-03 2020-08-25 能诚集团有限公司 Outdoor wall-attached tower crane
CN108996439A (en) * 2018-07-23 2018-12-14 杨定娟 A kind of wind-power tower vertical lift constructing device
CN108996439B (en) * 2018-07-23 2019-12-20 青岛天能重工股份有限公司 Wind power tower cylinder vertical lift construction equipment
CN109403622A (en) * 2018-10-29 2019-03-01 高渭泉 A kind of track hangs modular system and its construction method from hoisting type suspension levelling
CN109281884A (en) * 2018-11-27 2019-01-29 中国葛洲坝集团第二工程有限公司 Template synchronous hydraulic lifting control system

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