CN201671326U - Instrumental-type hydraulic self-climbing barrel framework - Google Patents
Instrumental-type hydraulic self-climbing barrel framework Download PDFInfo
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- CN201671326U CN201671326U CN2010202022869U CN201020202286U CN201671326U CN 201671326 U CN201671326 U CN 201671326U CN 2010202022869 U CN2010202022869 U CN 2010202022869U CN 201020202286 U CN201020202286 U CN 201020202286U CN 201671326 U CN201671326 U CN 201671326U
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Abstract
An Instrumental-type hydraulic self-climbing barrel framework comprises a barrel framework and a follow-up platform which has an upper follow-up platform and a lower follow-up platform, wherein the upper follow-up platform and a lower follow-up platform keep a fixed distance. A climbing frame is supported on the lower follow-up platform which serves as a mosaic supporting point of the climbing frame. On the upper follow-up platform are supported the barrel framework and a stepping hydraulic climbing device which is in fit connection with the climbing frame. The climbing frame and the stepping hydraulic climbing device are fixing bodies and are capable of adjusting to various construction needs of hoistway sections and story height change. The barrel framework and the follow-up platform are formed by combining fixing components and construction needs of hoistway sections and story height change are satisfied by replacing a few non-fixing components. The climbing of the barrel framework is undertaken by the stepping hydraulic climbing device. The continuous climbing of the barrel framework is realized by the mutual climbing of the two platforms and the whole construction process is under automatic control by a circuit without manual work or tower crane participation.
Description
Technical field
The utility model relates to the template that a kind of concrete construction is used, particularly a kind of mould.
Background technology
The tube mould is as the existing many decades history of the construction technology of a maturation, but owing to underlying cause, the application of tube mould does not obtain real popularizing so far, is the bottleneck of restriction large formwork construction work efficiency always:
1, the tube mode structure of existing whole processing can not adapt to the needs that hoistway section and floor height change, and can not reuse, and construction enterprises are unwilling to use for cost consideration.
2, the tube mould reaches about 3t the unable load of the middle-size and small-size climbing tower in common buildings building site from great.
Although 3 hydraulic climbing formwork technologies have solved a mould and climbed, because the hydraulic workbench of tube mould relies on attached wall to climb the rail supporting, its profile changes with the hoistway plane, does not possess the repeated use function; Because of its investment is big, except that the major works that integral body is climbed, the user for adopting lifting large formwork construction technology generally can not accept again.
The utility model content
The purpose of this utility model provides a kind of tool-type hydraulic pressure from climbing a mould, solve the technical problem that existing tube mould does not have the function of climbing certainly; And solution has the problem that the tube mould can not reuse now.
For achieving the above object, the utility model adopts following technical scheme: a kind of tool-type hydraulic pressure is from climbing a mould, include a mould and tailgate platform, it is characterized in that: described tailgate platform has upper strata tailgate platform and lower floor's tailgate platform, and upper strata tailgate platform and lower floor's tailgate platform need maintain the definite value distance by structure, lower floor's tailgate platform upper support has climbing frame and the lower floor's tailgate platform build-in supporting-point as climbing frame, the upper strata tailgate platform is supported with a mould and step type hydraulic climbing device, and step type hydraulic climbing device and climbing frame are connected.
The center of described tube mould is by the firm framework of being made up of planar quadrature truss and vertical connecting rod in space, and wherein the planar quadrature truss links to each other by articulated linkage and tube mould wall are inboard, and the lower end of vertical connecting rod links to each other with the step type hydraulic climbing device.
Described climbing frame passes through in upper strata tailgate platform and tube mould, tower vertically upward, include the column that climbs of four that form by shaped steel, bottoms and lower floor's tailgate platform build-in, the column inboard of climbing is provided with the piece of marking time that climbs with step type hydraulic climbing device coupling along overall height, the bottom of four columns that climb by climbing frame fixedly truss be fixed together.
Described step type hydraulic climbing device includes guide frame and is connected four jiaos of guide frames, is attached to the case that swashes of the column that climbs, climbs case and climbing frame directive wheel down, wherein swash case, climb case and climbing frame directive wheel down and be connected with the column that climbs, also be fixedly connected with reciprocating type oil cylinder on the described guide frame, the output of reciprocating type oil cylinder is connected with the lower end of vertical connecting rod.
Described upper strata tailgate platform comprises upper strata tailgate platform panel construction, upper strata tailgate platform lever supporting leg and upper strata tailgate platform elastic guide wheel, described lower floor tailgate platform comprises lower floor's tailgate platform panel construction, lower floor's tailgate platform lever supporting leg and lower floor's tailgate platform elastic guide wheel, the top of described tube mould is placed with an automatic climbing and tube mould folding and unfolding switch board, an automatic climbing and the automatic control circuit and a step type hydraulic climbing device of mould folding and unfolding switch board, the tube mould closes a limitation travel switch, receive limitation travel switch in the tube mould, upper strata tailgate platform lever supporting leg is gone into the groove electric contact, upper strata tailgate platform lever supporting leg electric contact in place, lower floor's tailgate platform lever supporting leg is gone into the groove electric contact and is connected with lower floor tailgate platform lever supporting leg electric contact in place.
The tube mould closes a limitation travel switch and is located at vertical connecting rod and puts the position with the limit that the planar quadrature truss contacts.
Receive limitation travel switch in the tube mould and be located at the limit receipts position that vertical connecting rod contacts with the planar quadrature truss.
Upper strata tailgate platform lever supporting leg is gone into groove electric contact upper strata tailgate platform panel construction near the outside, upper strata tailgate platform lever supporting leg upper end.
Tailgate platform lever supporting leg outer end, tailgate platform lever supporting leg electric contact in place upper strata, upper strata soffit.
Lower floor's tailgate platform lever supporting leg is gone into groove electric contact lower floor tailgate platform panel construction near the outside, lower floor tailgate platform lever supporting leg upper end.
Tailgate platform lever supporting leg electric contact in place lower floor of lower floor tailgate platform lever supporting leg outer end soffit.
Compared with prior art the utlity model has following characteristics and beneficial effect: 1, the utility model is different with the supporting form of traditional hoistway hydraulic climbing formwork, the rail of climbing of existing hoistway hydraulic climbing formwork adopts anchoring piece to be connected with concrete wall, climb platform with construction hoistway section size variation, do not possess the repeated use function, and the climbing frame in the utility model is supported on lower floor's tailgate platform, the section of climbing frame is finalized the design, not with construction hoistway section size variation, the height of climbing frame is to finalize the design on the basis that takes into full account maximum floor height construction needs, thereby can reuse.
2, the tube of the present utility model mould folding and unfolding and the program of climbing are different with existing hoistway hydraulic climbing formwork technology, existing hoistway hydraulic climbing formwork technology is only born climbing of a mould, the folding and unfolding of tube mould also needs manually-operated, and the utility model, no matter be a mould folding and unfolding or climb, included the switch board program all in, everything is finished by machinery.
3, the utility model is except that securing member, articulated linkage, upper strata tailgate platform panel construction and lower floor's tailgate platform panel construction, all the other all are fashion-part, can satisfy the needs that current various building hoistway section and floor height change, make a mould transfer reusable instrument to by traditional amortization material.
4, the utility model self-powered source is born by the step type hydraulic climbing device, climbs mutually by two-layer platform and realizes that the tube mould climbs continuously, has thoroughly broken away from the dependence to tower crane.
5, the utility model utilizes circuit control, realizes the folding and unfolding of tube mould and climbs, and has thoroughly broken away from traditional manual work pattern, because the programme-control of circuit can not be fallen or roof fall, performance is safe and reliable simultaneously.
6, the utility model work efficiency is remarkable, in place from the demoulding secondary that climbs, it only is 1/6 time of current technology, (current technology is carried out 5 programs from the demoulding secondary need in place that climb: receive in the tube mould, that a tube mould hangs out, platform promotes, a tube mould hangs in, a tube mould closes the position is fixing to improve 5 times of work efficiency, do not contain and wait for the tower crane time, generally need half an hour, and will dispose 4 workmans and follow operation; And adopt the construction of this technology, said procedure can be finished in 5 minutes continuously, and did not need the workman to follow operation).
7, the utility model obvious social benefit: 1. based on the regularization of this device feature, the moulding assemblingization, the structural feature of working programme automatic control will promote a specialized process of industrialization, template construction of mould processing.
2. help energy-conserving and environment-protective, the low-carbon emission effect is remarkable, the hoistway of different section only need be changed 15% non-type parts, and remaining part can both reuse, and compares with whole tube mould, every group of tube mould can be saved nearly 2 tons of steel, not only for the user has reduced cost, the imbody of " energy-saving and emission-reduction " calculates by 10% of tube mould requirement temporarily especially, only this item can be country every year and saves steel more than 100,000 tons.Being the saving to the energy, also is the effective response of country being advocated the low-carbon emission policy.Calculate standard according to national environmental protection portion: 730 kilograms of marks of steel comprehensive energy consumption per ton coal; 4.5 tons of steel water supply volumes per ton are saved 1 kilogram of standard coal and are equaled to reduce discharging 2.493 kilograms of carbon dioxide.Calculate using water wisely by the whole nation 100,000 tons of steel of annual saving: 450,000 tons/year, save 7.3 ten thousand tons/year in mark coal, reduce 24.93 ten thousand tons/year of CO2 emissions.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1: general assembly schematic diagram of the present utility model.
Fig. 2: the generalized section of power cabinet of the present utility model.
Fig. 3: the floor map of power cabinet of the present utility model.
Fig. 4: the schematic diagram that electric contact of the present utility model distributes.
Fig. 5: the profile construction schematic diagram of tube mould.
Fig. 6: the planar configuration schematic diagram of tube mould.
Fig. 7: the plane structure schematic diagram of lower floor's tailgate platform.
Fig. 8: the cross-sectional view of lower floor's tailgate platform.
Fig. 9: the plane structure schematic diagram of upper strata tailgate platform.
Figure 10: the cross-sectional view of upper strata tailgate platform.
Figure 11: the generalized section of climbing frame.
Figure 12: the floor map of climbing frame.
Figure 13: the schematic diagram that swashes after receiving in the tube mould of the present utility model.
Figure 14: upper strata of the present utility model tailgate platform supporting leg is gone into the schematic diagram of groove.
Figure 15: the schematic diagram that upper strata of the present utility model tailgate platform supporting leg falls after rise.
Figure 16: the schematic diagram that climbing frame of the present utility model swashes.
Figure 17: lower floor of the present utility model tailgate platform supporting leg is gone into the schematic diagram of groove.
Figure 18: the schematic diagram that lower floor of the present utility model tailgate platform supporting leg falls after rise.
Reference numeral: 1-tube mould, 1.1-rigid angle mold, 1.2-stereotype plate, 1.3-bobbin hold, 1.4-planar quadrature truss, 1.5-vertical connecting rod, 1.6-securing member, 1.7-articulated linkage, 1.8-infill panel, 1.9-back cord, 1.10-platform legs are boxed out diaphragm capsule in advance, the 1.11-bobbin holds fixedly return pulley of coupling beam, 1.12-.
2-upper strata tailgate platform, 2.1-upper strata tailgate platform elastic guide wheel, 2.2-upper strata tailgate platform lever supporting leg, 2.3-upper strata tailgate platform panel construction; 2 '-lower floor tailgate platform, 2.1 '-lower floor tailgate platform elastic guide wheel, 2.2 '-lower floor tailgate platform lever supporting leg, 2.3 '-lower floor tailgate platform panel construction.
3-climbing frame, the 3.1-column that climbs, the 3.2-fixedly truss of piece, 3.3-climbing frame of marking time that climbs.
4-step type hydraulic climbing device, the reciprocating type oil cylinder of 4.1-, 4.2-swash and climb case, 4.4-climbing frame directive wheel, 4.5-guide frame under case, the 4.3-.
5-automatic climbing and tube mould folding and unfolding switch board.
D.1-a tube mould close a limitation travel switch, d.2-receive in the tube mould limitation travel switch, d.3-upper strata tailgate platform lever supporting leg go into the groove electric contact, d.4-upper strata tailgate platform lever supporting leg electric contact in place, d.5-lower floor's tailgate platform lever supporting leg is gone into groove electric contact, lower floor's tailgate platform lever supporting leg electric contact in place d.6-.
The specific embodiment
Embodiment is referring to shown in Figure 1, this tool-type hydraulic pressure is from climbing a mould, include a mould 1 and tailgate platform, described tailgate platform has upper strata tailgate platform 2 and lower floor's tailgate platform 2 ', and upper strata tailgate platform and lower floor's tailgate platform need maintain the definite value distance by structure, lower floor's tailgate platform upper support has climbing frame 3 and the lower floor's tailgate platform build-in supporting-point as climbing frame, the upper strata tailgate platform is supported with a mould 1 and step type hydraulic climbing device 4, and step type hydraulic climbing device 4 is connected with climbing frame 3.
Referring to Fig. 2, Fig. 5, Fig. 6, four jiaos of described tube mould 1 respectively by rigid angle mold 1.1 and two stereotype plates 1.2 by bobbin hold 1.3 and bobbin hold coupling beam 1.11 and form four assemblys of finalizing the design, the bottom of each typing assembly is connected with a fixedly return pulley 1.12, need connect four block filling plates 1.8 by the engineering section between the adjacent typing assembly, and connect into the abutment wall of a mould by back cord 1.9, the center of tube mould 1 is by the firm framework of being made up of planar quadrature truss 1.4 and vertical connecting rod 1.5 in space, wherein the planar quadrature truss links to each other by articulated linkage 1.7 and tube mould wall are inboard, and the lower end of vertical connecting rod 1.5 links to each other with step type hydraulic climbing device 4.Described planar quadrature truss 1.4 is made up of the truss of two-layer planar quadrature, is Straight pull, and the planar quadrature truss links to each other with articulated linkage 1.7 by securing member 1.6, and articulated linkage 1.7 links to each other with tube mould wall is inboard again.All parts are scale in the tube mould, and the conversion of tube mould different section only need rely on the symmetrical displacement of securing member 1.6 on the chord member of planar quadrature truss 1.4.
Referring to Figure 11, Figure 12, described climbing frame 3 passes through in upper strata tailgate platform and tube mould, tower vertically upward, include the column 3.1 that climbs of four that form by shaped steel, bottoms and lower floor's tailgate platform build-in, climb column 3.1 inboards along overall height be provided with climbing of step type hydraulic climbing device coupling mark time 3.2, four columns that climb of piece the bottom by climbing frame fixedly truss 3.3 be fixed together.Climbing frame plane and highly be forming body, the plane outline of climbing frame be less than existing any hoistway section, cooperates so that install with the tailgate platform of various different sizes.The climbing frame height adds two-layer tailgate platform distance by maximum floor height commonly used and the relative configurations connection needs scale.
The section of described climbing frame and taken into full account current hoistway section highly and amplitude that floor height changes is made as forming body, not because of hoistway section and floor height change the variable effect function of use, this also be with existing hydraulic climbing formwork technology climbing frame with one of the moulding of hoistway section, the main distinction that can't reuse.
Referring to Fig. 2, Fig. 3, described gear climbing device and climbing frame are the forming bodies that matches each other, step type hydraulic climbing device 4 includes guide frame 4.5 and is connected four jiaos of guide frames, is attached to the case 4.2 that swashes of the column that climbs, climbs case 4.3 and climbing frame directive wheel 4.4 down, wherein swash case 4.2, climb case 4.3 and climbing frame directive wheel 4.4 down and be connected with the column 3.1 that climbs, also be fixedly connected with reciprocating type oil cylinder 4.1 on the described guide frame 4.5, the output of reciprocating type oil cylinder 4.1 is connected with the lower end of vertical connecting rod 1.5.Step type hydraulic climbing device and upper strata tailgate platform are connected as a single entity, and overlap with the climbing frame center, have a mould folding and unfolding and climb, climbing frame climbs triple functions; The step type hydraulic climbing device is arranged on the position of four climbing frame correspondences, bears a mould and climbing frame and climbs.
Referring to Fig. 7-10, described upper strata tailgate platform comprises upper strata tailgate platform panel construction 2.3, upper strata tailgate platform lever supporting leg 2.2 and upper strata tailgate platform elastic guide wheel 2.1, and described lower floor tailgate platform comprises lower floor's tailgate platform panel construction 2.3 ', lower floor's tailgate platform lever supporting leg 2.2 ' and lower floor's tailgate platform elastic guide wheel 2.1 '.
Referring to Fig. 4, Fig. 7-10, the top of described tube mould is placed with an automatic climbing and a tube mould folding and unfolding switch board 5, the automatic control circuit of automatic climbing and tube mould folding and unfolding switch board and step type hydraulic climbing device 4, a tube mould close a limitation travel switch d.1, the interior receipts of tube mould limitation travel switch d.2, upper strata tailgate platform lever supporting leg go into the groove electric contact d.3, upper strata tailgate platform lever supporting leg electric contact in place d.4, lower floor's tailgate platform lever supporting leg goes into the groove electric contact and d.5 d.6 is connected with lower floor tailgate platform lever supporting leg electric contact in place; The tube mould closes a limitation travel switch and d.1 is located at vertical connecting rod 1.5 and puts the position with the limit that the planar quadrature truss contacts; Receive limitation travel switch in the tube mould and d.2 be located at the limit receipts position that vertical connecting rod 1.5 contacts with the planar quadrature truss; Upper strata tailgate platform lever supporting leg go into the groove electric contact d.3 upper strata tailgate platform panel construction 2.3 near tailgate platform lever supporting leg 2.2 upper ends, the upper strata outsides; Upper strata tailgate platform lever supporting leg electric contact in place is upper strata tailgate platform lever supporting leg 2.2 outer end soffits d.4; Lower floor's tailgate platform lever supporting leg go into the groove electric contact d.5 lower floor's tailgate platform panel construction 2.3 ' near the outside, lower floor's tailgate platform lever supporting leg 2.2 ' upper end; Lower floor's tailgate platform lever supporting leg electric contact in place is lower floor's tailgate platform lever supporting leg 2.2 ' outer end soffit d.6.
The utility model comprises following 4 ingredients: the tube mould, tailgate platform, climbing frame, climb case.Tailgate platform is provided with two-layer.The described case of climbing is to utilize existing hydraulic test, need the step type hydraulic climbing device of assembled formation by the climbing frame planar dimension, and whole facilities of step type hydraulic climbing device adopt the existing hydraulic test type selecting assembling in markets.The folding and unfolding and the climbing program of described tube mould are electric auto-control, and button operation is directly finished by the case of climbing that is fixed in the upper strata tailgate platform, does not need manual work,
The section of described climbing frame and highly take into full account current hoistway section and amplitude that floor height changes, be made as forming body, not because of hoistway section and floor height variation variable effect function of use, this also be with existing hydraulic climbing formwork technology climbing frame with the moulding of hoistway section, one of main distinction that can't reuse.Described step type hydraulic climbing device is complementary with the piece of marking time of climbing, and also is forming body.
Described upper strata tailgate platform, lower floor's tailgate platform, except that panel construction needs to be determined by the hoistway section, bear the loading of climbing, cooperate control, the functor-lever supporting leg of restriction climbing program and keep the tube mould to climb between two parties, guarantee that supporting leg goes into the elastic guide wheel of groove smoothly and be fashion-part.
The utility model can constantly climb in the hoistway construction operation, the operating principle that it is climbed certainly: comprise two operation procedures, promptly carry out a mould earlier and climb, carry out climbing frame again and climb.Follow the construction needs, two programs are carried out in succession.Before an enforcement tube mould climbs, should finish the interior receipts of a mould earlier, after the end climbing frame climbs, carry out a mould and close the position, so that carry out concrete casting.The interior receipts of a mould are finished in the folding and unfolding of tube mould and to climb all be automatically controlled operation earlier, and a mould and concrete wall surface are left, and carry out a mould then and climb.Climbing of tube mould, in fact be exactly that upper strata tailgate platform and lower floor's tailgate platform are climbed mutually, owing to climb case and the upper strata tailgate platform is connected as a single entity, when climbing case when swashing, also both the tube mould climbs, when climbing under climbing case, because the upper strata tailgate platform is located in the body of wall preformed hole, can not be descending, climbing frame is swashed.
The folding and unfolding of tube mould and to climb be to finish at preposition respectively by automatic climbing and the key command on the tube mould folding and unfolding switch board.
The folding and unfolding of tube mould is closed a limitation travel switch d.1, receive d.2 control respectively of limitation travel switch in the tube mould by the tube mould.When vertical connecting rod 1.5 is drop-down, then receive in the tube mould, in touching a mould, receives vertical connecting rod limitation travel switch d.2 the time, circuitry cuts, interior receipts action stops automatically.When needs tube mould closes that the position is outer opens, vertical connecting rod 1.5 by on push away, close a limitation travel switch d.1 the time when vertical connecting rod touches a mould, circuitry cuts, a mould closes bit motion and finishes automatically.
Tube the climbing of mould, by upper strata tailgate platform lever supporting leg go into the groove electric contact d.3, upper strata tailgate platform lever supporting leg electric contact in place d.4, lower floor's tailgate platform lever supporting leg go into the groove electric contact d.5, the d.6 control respectively of lower floor's tailgate platform lever supporting leg electric contact in place.When needs tube mould climbs, after sending instruction by button, upper strata tailgate platform 2 is immediately by behind the through A position, hole, C position, hole, the upper strata tailgate platform lever supporting leg state that restores balance, upper strata tailgate platform lever supporting leg is gone into d.3 closure of groove electric contact, under counting relay control, circuit is cut off automatically, rises to climb to stop.This moment, upper strata tailgate platform lever supporting leg was not stressed, was in vacant state, needed to fall after rise.Start down this moment and climb instruction, treat that d.4 upper strata tailgate platform lever supporting leg electric contact in place moves after, it is stressed to illustrate that upper strata tailgate platform lever supporting leg has contacted with concrete wall, circuit is cut off automatically, so far a mould climbing program is just calculated end.It is opposite with tube mould climbing program that climbing frame climbs.
Because the needs of two-layer tailgate platform, each construction layer must be reserved two-layer pre-supporting leg and stay a hole.When therefore tube mould and climbing frame climb, must cross the first road body of wall preformed hole, after entering the second road preformed hole, climbing program could finish (seeing Figure 13-18), for making supporting leg when entering one body of wall preformed hole, do not go into d.3 closure of groove electric contact because of upper strata tailgate platform lever supporting leg, cause the pause of climbing, the counter controls that in circuit, is provided with, make upper strata tailgate platform lever supporting leg go into the groove electric contact d.3 or lower floor's tailgate platform lever supporting leg go into the groove electric contact d.5 when entering the first road body of wall preformed hole, do not move, after only entering the second road preformed hole, upper strata tailgate platform lever supporting leg go into the groove electric contact d.3 or lower floor's tailgate platform lever supporting leg go into the groove electric contact and d.5 just move.Guarantee that climbing program is accurate.
Tube mould automatic deploying and retracting and climbing program are referring to Fig. 4, Figure 13-18.The tube mould climbs: that is upper strata tailgate platform 2 is climbed to A position, hole by C position, body of wall preformed hole hole.Program is resolved as follows: 1. after the concrete final set, start receipts program in the tube mould, then planar quadrature truss 1.4 is by drop-down, and tube mould wall leaves concrete wall, treat when receive in the end in contact tube mould under the planar quadrature truss limitation travel switch d.2 after, interior receipts program finishes voluntarily.Start tube mould climbing program subsequently, make upper strata tailgate platform and tube mould begin to swash.2. after upper strata tailgate platform lever supporting leg 2.2 enters B position, body of wall preformed hole hole, automatically reset, because circuit count relay control, upper strata tailgate platform lever supporting leg was gone into the groove electric contact and was not d.3 sent signal this moment, and a tube mould continues to swash.3. after upper strata tailgate platform lever supporting leg 2.2 enters A position, body of wall preformed hole hole, reset once more, upper strata tailgate platform lever supporting leg is gone into d.3 closure of groove electric contact, counting relay action this moment, and circuit is cut off automatically.Owing to after upper strata tailgate platform supporting leg is gone into groove, be in vacant state, do not contact the preformed hole concrete, climb button under starting this moment platform is fallen after rise.When upper strata tailgate platform supporting leg contact preformed hole concrete, d.4 upper strata tailgate platform lever supporting leg electric contact in place closes the position, and circuit is cut off once more, and then tube mould climbing program finishes.
Climbing frame climbs: promptly lower floor's tailgate platform 2 ' enters B position, hole by hole D.All program is opposite with climbing of tube mould.1. start the climbing frame climbing program.Lower floor's tailgate platform and climbing frame are swashed.2. after lower floor's tailgate platform lever supporting leg 2.2 ' enters C position, body of wall preformed hole hole, automatically reset, because circuit count relay control, lower floor's tailgate platform lever supporting leg was gone into the groove electric contact and was not d.5 sent signal this moment, and climbing frame continues to swash.3. after lower floor's tailgate platform lever supporting leg 2.2 ' enters B position, body of wall preformed hole hole, reset once more, lower floor's tailgate platform lever supporting leg is gone into d.5 closure of groove electric contact, counting relay action this moment, and circuit is cut off automatically.Because after lower floor's tailgate platform lever supporting leg 2.2 ' is gone into groove, be in vacant state, do not contact the preformed hole concrete, climbing button under starting this moment falls platform after rise, when lower floor's tailgate platform lever supporting leg 2.2 ' contact preformed hole concrete, d.6, lower floor's tailgate platform lever supporting leg electric contact in place closes the position, and circuit is cut off once more, and the climbing frame climbing program finishes.
The tube mould closes the position: after the climbing frame climbing program finishes, start a tube mould thereupon and close a program, then vertical connecting rod 1.5 by on push away, treat to receive in 1.5 times end in contact tubes of vertical connecting rod mould limitation travel switch d.2 after, circuit is cut off automatically, closes an EP (end of program).
Claims (5)
1. a tool-type hydraulic pressure is from climbing a mould, include a mould (1) and tailgate platform, it is characterized in that: described tailgate platform has upper strata tailgate platform (2) and lower floor's tailgate platform (2 '), and upper strata tailgate platform and lower floor's tailgate platform need maintain the definite value distance by structure, lower floor's tailgate platform upper support has climbing frame (3) and the lower floor's tailgate platform build-in supporting-point as climbing frame, the upper strata tailgate platform is supported with a mould (1) and step type hydraulic climbing device (4), and step type hydraulic climbing device (4) is connected with climbing frame (3).
2. tool-type hydraulic pressure according to claim 1 is from climbing a mould, it is characterized in that: there is the firm framework of being made up of planar quadrature truss (1.4) and vertical connecting rod (1.5) in space at the center of described tube mould (1), wherein the planar quadrature truss links to each other by articulated linkage (1.7) and tube mould wall are inboard, and the lower end of vertical connecting rod (1.5) links to each other with step type hydraulic climbing device (4).
3. tool-type hydraulic pressure according to claim 2 is from climbing a mould, it is characterized in that: described climbing frame (3) passes through in upper strata tailgate platform and tube mould, tower vertically upward, include the column that climbs (3.1) of four that form by shaped steel, bottoms and lower floor's tailgate platform build-in, the column (3.1) that climbs is inboard to be provided with the piece (3.2) of marking time that climbs with step type hydraulic climbing device coupling along overall height, the bottom of four columns that climb by climbing frame fixedly truss (3.3) be fixed together.
4. tool-type hydraulic pressure according to claim 3 is from climbing a mould, it is characterized in that: described step type hydraulic climbing device (4) includes guide frame (4.5) and is connected four jiaos of guide frames, be attached to the case that swashes (4.2) of the column that climbs, under climb case (4.3) and climbing frame directive wheel (4.4), case (4.2) wherein swashes, under climb case (4.3) and climbing frame directive wheel (4.4) and be connected with the column (3.1) that climbs, also be fixedly connected with reciprocating type oil cylinder (4.1) on the described guide frame (4.5), the output of reciprocating type oil cylinder (4.1) is connected with the lower end of vertical connecting rod (1.5).
5. tool-type hydraulic pressure according to claim 4 is from climbing a mould, it is characterized in that: described upper strata tailgate platform comprises upper strata tailgate platform panel construction (2.3), upper strata tailgate platform lever supporting leg (2.2) and upper strata tailgate platform elastic guide wheel (2.1), described lower floor tailgate platform comprises lower floor's tailgate platform panel construction (2.3 '), lower floor's tailgate platform lever supporting leg (2.2 ') and lower floor's tailgate platform elastic guide wheel (2.1 '), the top of described tube mould is placed with an automatic climbing and tube mould folding and unfolding switch board (5), an automatic climbing and the automatic control circuit and a step type hydraulic climbing device (4) of mould folding and unfolding switch board, the tube mould closes a limitation travel switch (d.1), receive limitation travel switch (d.2) in the tube mould, upper strata tailgate platform lever supporting leg is gone into groove electric contact (d.3), upper strata tailgate platform lever supporting leg electric contact in place (d.4), lower floor's tailgate platform lever supporting leg is gone into groove electric contact (d.5) and is connected with lower floor's tailgate platform lever supporting leg electric contact in place (d.6);
The tube mould closes a limitation travel switch (d.1) and is located at vertical connecting rod (1.5) and puts the position with the limit that the planar quadrature truss contacts;
Receive limitation travel switch (d.2) in the tube mould and be located at the limit receipts position that vertical connecting rod (1.5) contacts with the planar quadrature truss;
Upper strata tailgate platform lever supporting leg is gone into groove electric contact (d.3) upper strata tailgate platform panel construction (2.3) near the outside, upper strata tailgate platform lever supporting leg (2.2) upper end;
Upper strata tailgate platform lever supporting leg electric contact in place (d.4) upper strata tailgate platform lever supporting leg (2.2) outer end soffit;
Lower floor's tailgate platform lever supporting leg is gone into groove electric contact (d.5) lower floor's tailgate platform panel construction (2.3 ') near the outside, lower floor's tailgate platform lever supporting leg (2.2 ') upper end;
Lower floor's tailgate platform lever supporting leg electric contact in place (d.6) lower floor's tailgate platform lever supporting leg (2.2 ') outer end soffit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202022869U CN201671326U (en) | 2010-05-25 | 2010-05-25 | Instrumental-type hydraulic self-climbing barrel framework |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202022869U CN201671326U (en) | 2010-05-25 | 2010-05-25 | Instrumental-type hydraulic self-climbing barrel framework |
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| CN201671326U true CN201671326U (en) | 2010-12-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010202022869U Expired - Fee Related CN201671326U (en) | 2010-05-25 | 2010-05-25 | Instrumental-type hydraulic self-climbing barrel framework |
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| Country | Link |
|---|---|
| CN (1) | CN201671326U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277958A (en) * | 2011-05-03 | 2011-12-14 | 马永乐 | Instrumental climbing formwork for building vertical shaft/elevator shaft |
| CN103806654A (en) * | 2012-11-06 | 2014-05-21 | 中国五冶集团有限公司 | Hydraulic support system for elevator shaft mold and operating method thereof |
| CN104652807A (en) * | 2014-12-31 | 2015-05-27 | 中国建筑一局(集团)有限公司 | Self-turnover construction system and method for internal-climbing tower crane supporting steel beams in hydraulic formwork climbing system |
| CN107268971A (en) * | 2017-07-05 | 2017-10-20 | 中国建筑第二工程局有限公司 | A kind of super high rise building it is dual from hoisting type outer climbing frame and application process |
| CN108406380A (en) * | 2018-04-17 | 2018-08-17 | 兴科电子科技有限公司 | A kind of planer-type sliding block jump rank liftout hold-down mechanism |
| CN109399432A (en) * | 2018-11-23 | 2019-03-01 | 燕山大学 | A kind of hoistway job platform that climbs certainly |
| CN112681710A (en) * | 2020-12-25 | 2021-04-20 | 中建三局第一建设工程有限责任公司 | Inverted construction platform system and construction method |
| CN113167072A (en) * | 2018-12-18 | 2021-07-23 | 因温特奥股份公司 | Construction site equipment with climbing formwork and elevator system |
-
2010
- 2010-05-25 CN CN2010202022869U patent/CN201671326U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277958A (en) * | 2011-05-03 | 2011-12-14 | 马永乐 | Instrumental climbing formwork for building vertical shaft/elevator shaft |
| CN103806654A (en) * | 2012-11-06 | 2014-05-21 | 中国五冶集团有限公司 | Hydraulic support system for elevator shaft mold and operating method thereof |
| CN104652807A (en) * | 2014-12-31 | 2015-05-27 | 中国建筑一局(集团)有限公司 | Self-turnover construction system and method for internal-climbing tower crane supporting steel beams in hydraulic formwork climbing system |
| CN104652807B (en) * | 2014-12-31 | 2016-08-24 | 中国建筑一局(集团)有限公司 | Certainly turnover construction system and the method for climbing tower support steel beam in hydraulic climbing die block system |
| CN107268971B (en) * | 2017-07-05 | 2023-07-18 | 中国建筑第二工程局有限公司 | Dual self-lifting type external climbing frame for super high-rise building and application method |
| CN107268971A (en) * | 2017-07-05 | 2017-10-20 | 中国建筑第二工程局有限公司 | A kind of super high rise building it is dual from hoisting type outer climbing frame and application process |
| CN108406380A (en) * | 2018-04-17 | 2018-08-17 | 兴科电子科技有限公司 | A kind of planer-type sliding block jump rank liftout hold-down mechanism |
| CN109399432A (en) * | 2018-11-23 | 2019-03-01 | 燕山大学 | A kind of hoistway job platform that climbs certainly |
| CN109399432B (en) * | 2018-11-23 | 2019-12-03 | 燕山大学 | A kind of hoistway job platform that climbs certainly |
| CN113167072A (en) * | 2018-12-18 | 2021-07-23 | 因温特奥股份公司 | Construction site equipment with climbing formwork and elevator system |
| CN113167072B (en) * | 2018-12-18 | 2023-05-30 | 因温特奥股份公司 | Building site equipment with climbing form and elevator system |
| CN112681710A (en) * | 2020-12-25 | 2021-04-20 | 中建三局第一建设工程有限责任公司 | Inverted construction platform system and construction method |
| WO2022134620A1 (en) * | 2020-12-25 | 2022-06-30 | 中建三局第一建设工程有限责任公司 | Inverted construction platform system and construction method |
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