CN102311060A - Jacking system - Google Patents

Jacking system Download PDF

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Publication number
CN102311060A
CN102311060A CN2011101763181A CN201110176318A CN102311060A CN 102311060 A CN102311060 A CN 102311060A CN 2011101763181 A CN2011101763181 A CN 2011101763181A CN 201110176318 A CN201110176318 A CN 201110176318A CN 102311060 A CN102311060 A CN 102311060A
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China
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side form
column
form piece
lift
guide rail
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CN2011101763181A
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CN102311060B (en
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村山晋
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IHI Corp
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IHI Corp
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  • Types And Forms Of Lifts (AREA)
  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
  • Forklifts And Lifting Vehicles (AREA)

Abstract

The present invention is a kind of jacking system, possesses: have the guide rail that extends along vertical a column, be disposed between a said column and the bay-lift that goes up and down; Be installed on said bay-lift and can rollably be sticked in guiding mechanism and the lift drive mechanism that said bay-lift is provided the up-down propulsive effort of the cooresponding guide rail of said each column.Said bay-lift possesses pedestal module and a pair of side form piece, and said each guiding mechanism is directly moving guiding element, and this directly moving guiding element is linked to said each side form piece via globe bearing.

Description

Jacking system
Technical field
The jacking system that the present invention relates to be used for tower crane etc. and article are gone up and down.The application advocates preceence 2010-149278 number to the Japanese patent application in application on June 30th, 2010, and quotes its content at this.
Background technology
As the jacking system that is used for tower crane etc., known such jacking system: bay-lift is disposed between the column of configuration dividually, this bay-lift is suspended to column and makes its up-down.This jacking system is supported on the column of both sides with the both ends of bay-lift by cable or chain, through making the bay-lift oscilaltion by motor traction cable or chain.Such jacking system is provided with a plurality of deflector rolls that roll in the side of each column mostly at the both ends of bay-lift, utilize the guide function of these deflector rolls to limit the runout of bay-lift.
In addition, in the prior art, proposed to possess the jacking system (for example, with reference to No. 2571013 communique of japanese, No. 3982562 communique of japanese and No. 4013991 communique of japanese) of function of the deviation of the separating distance that absorbs two columns.This jacking system is provided with the slide mechanism that the slip of direction between the column of allowing both is moved between the body of the deflector roll maintaining part of bay-lift and bay-lift.Thus, even the separating distance of two columns is inhomogeneous a little, move the lifting action smoothly that also can carry out bay-lift via slide mechanism with respect to body through the deflector roll maintaining part.
, sometimes such jacking system is equipped on tower crane etc., in order to carry out article transport in the clean room etc. and use.In such purposes, being accompanied by the dust that moves and produce becomes problem, thereby expects for more being difficult for the structure of generation dust for each parts of jacking system.
To such expectation, now, inquire into research and adopt the guiding mechanism of dust and vibrating noise straight moving guiding element still less as bay-lift.In straight moving guiding element, in module, taken in rolling elements such as a plurality of rollers or ball, these a plurality of rolling elements always closely contact with a plurality of spigot surfaces of guide rail.Therefore, directly moving guiding element is restricted with omnidirectional the moving of the bearing of trend quadrature of this guide rail by guide rail, moves swimmingly along the bearing of trend of guide rail.
Yet directly moving guiding element is restricted with omnidirectional the moving of this guide rail quadrature by guide rail.Therefore, when the guiding mechanism of jacking system adopted straight moving guiding element, when there were error in the parallelism of two guide rails (two columns) and straightness accuracy etc., the stress of these errors of resulting from can concentrate on directly moving guiding element and guide rail.Especially when the parallelism of two guide rails and straightness accuracy etc. exist that bay-lift carries out lifting action under the state of error, because the warpage of rail-sides or crooked and produce elastic deformation at bay-lift self.Big counteraction when the elastic deformation that produces this bay-lift resets acts on the problem of straight moving guiding element and guide rail sharp.And, in large-scale jacking system, can not eliminate the error of parallelism and the straightness accuracy etc. of two columns fully, thereby in fact be difficult to adopt straight moving guiding element.
The present invention considers that such situation makes, and its purpose is, a kind of dust or few jacking system of vibrating noise that can adopt straight moving guiding element as the guiding mechanism of bay-lift is provided.
Summary of the invention
The present invention is in order to solve above-mentioned problem and to reach said purpose and adopt following mode.Jacking system of the present invention possesses: have along a column of the guide rail of vertical extension; The bay-lift that is disposed between the said column and goes up and down; Be installed on said bay-lift and can rollably be sticked in the guiding mechanism of the cooresponding guide rail of said each column; And the lift drive mechanism that said bay-lift is provided the up-down propulsive effort.Said bay-lift possesses: the pedestal module of carrying the glove article along direction extension between said column and on top; And being disposed at a pair of side form piece at the both ends of the bearing of trend between the said column of this pedestal module, the end of the bearing of trend between the said column that is linked to said pedestal module is freely rotated in the lower end of this each side form piece.Said each guiding mechanism be a plurality of rolling elements contact with a plurality of spigot surfaces of cooresponding guide rail and with the omnidirectional straight moving guiding element that is restricted that moves of the bearing of trend quadrature of said guide rail, this directly moving guiding element is linked to said each side form piece via globe bearing.
According to the jacking system of the invention described above, if bay-lift is activated power from lift drive mechanism, each the directly moving guiding element that then is linked to the both sides module of bay-lift rolls along the guide rail of each column, and bay-lift goes up and down.At this moment; Because the error of the parallelism of the guide rail of both sides and straightness accuracy etc. and producing between two guide rails under local warpage or the crooked situation, each that is moved by the guide rail restriction directly move guiding element with respect to the cooresponding side form piece of bay-lift via globe bearing yaw relatively.Accompany therewith, the side form piece of both sides is automatically regulated with respect to the binding angle of the pedestal module of bay-lift.
According to the jacking system of the invention described above, the straight moving guiding element that is sticked in the guide rail of each column is linked to the cooresponding side form piece of bay-lift via globe bearing, and the lower end of each side form piece of bay-lift and the end of pedestal module can link rotationally.That is,, also allow the yaw of straight moving guiding element, also allow relatively rotating of side form piece and pedestal module by globe bearing even because the error of the parallelism of the guide rail of both sides and straightness accuracy etc. and the posture or the alteration of form of two guide rails.As a result, can prevent in advance that big stress is between straight moving guiding element and guide rail.
Especially in bay-lift, the both ends that are linked to the pedestal module are freely rotated in the lower end of side form piece.Even, also can prevent to produce elastic deformation in the rotation of the both ends of pedestal module at bay-lift self through the side form piece because the error of the parallelism of two guide rails and straightness accuracy etc. and existing between the guide rail makes under local warpage or the crooked situation under the situation that bay-lift goes up and down.Therefore, can prevent in advance the big load that the counteraction owing to the elastic deformation of bay-lift causes is acted on straight moving guiding element and guide rail sharp.So, can not have bad situation ground and adopt the guiding mechanism of straight moving guiding element as bay-lift, can suppress the generation of dust or vibrating noise by straight moving guiding element.
In the jacking system of the invention described above, also can be the bearing of trend between the said column that is linked to said pedestal module is freely rotated in the lower end of said each side form piece via globe bearing end.
In this case, allow of the rotation of the lower end of side form piece by globe bearing with respect to the three-dimensional of pedestal module.
In the jacking system of the invention described above, also can be the bearing of trend between the said column that is linked to said pedestal module is freely rotated in the lower end of said each side form piece via fulcrum pin end.
In this case, allow of the rotation of the lower end of side form piece by rest pin with respect to the two dimension of pedestal module.
In the jacking system of the invention described above, also can be that the said globe bearing that directly moves guiding element and said side form piece that links a said side's stud sides possesses slide mechanism, it allows relatively moving of direction between a said bay-lift and a said side's the column of column.
In this case, during along the lifting rail of each column, even the distance change of direction between the column of two guide rails, the change of the distance between guide rail is also absorbed by slide mechanism at straight moving guiding element.In addition, the position of the bay-lift of direction is that benchmark is maintained necessarily with the straight column that moves the opposition side of guiding element with slide mechanism between column.
In the jacking system of the invention described above, also can said straight moving guiding element be set respectively via said globe bearing at two places of leaving up and down of said each side form piece.
In this case, each side form piece of bay-lift is followed guide rail via up and down straight moving guiding element, automatically regulates the binding angle of each side form piece and pedestal module.
Description of drawings
Fig. 1 is the block diagram of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 2 is the cutaway view along the A-A cross section of Fig. 1 of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 3 is the cutaway view along the B-B cross section of Fig. 2 of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 4 is the block diagram of car (bay-lift) of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 5 is the amplification view along the C-C cross section of Fig. 2 of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 6 is the amplification view along the D-D cross section of Fig. 2 of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 7 is the enlarged drawing of E portion of Fig. 3 of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 8 A is the schematic isometric of car (bay-lift) of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 8 B is the diagrammatic side view of car (bay-lift) of tower crane that adopts the jacking system of an embodiment of the invention.
Fig. 9 is the diagrammatic side view of tower crane that adopts the jacking system of an embodiment of the invention.
The specific embodiment
Below, based on a description of drawings embodiment of the present invention.This embodiment is applied to tower crane SC with jacking system of the present invention.Tower crane SC is used for for example clean room etc., is being laid in ground track.In following explanation, with along the moving direction of the track of tower crane SC as X-direction, with horizontal direction and the direction X-direction quadrature as Y direction, describe as Z-direction with vertical with the X-Y plane quadrature.
Fig. 1 is the block diagram of tower crane SC, and Fig. 2, Fig. 3 are the cutaway views of tower crane SC.Shown in these figure; Tower crane SC possesses along a column 20A, the 20B of the prism-shaped of Z-direction extension; The bottom of each column 20A, 20B is installed on rectangular box-like base framework 10, and the upper end of each column 20A, 20B is linked by the upper frame that extends along directions X 30 each other.On base framework 10, be provided with the wheel support that rail running is used and be rotation wheel installation portion 11 freely.Between the column 20A that leaves along X-direction, 20B, go up and down to dispose car 40 (bay-lift) freely, on car 40, be provided with shifting apparatus 100 (for example, fork device).
In the lower end of each column 20A, 20B, respectively be provided with one group of drive sprocket 21 (lift drive mechanism), in the upper end of each column 20A, 20B, respectively be provided with one group of driven sprocket 22 (lift drive mechanism).The chain 23 (lift drive mechanism) of supporting car 40 is set up in corresponding drive sprocket 21 and driven sprocket 22 on the above-below direction of each column 20A, 20B.In addition, in the lower end of each column 20A, 20B, be provided with and the incorporate motor 24 of reductor 25 (with reference to Fig. 3) (lift drive mechanism), two (one group) drive sprockets 21 are connected to the outgoing side of reductor 25.In addition, in this embodiment, the formation such as motor 24, drive sprocket 21, driven sprocket 22, chain 23 that is arranged at each column 20A, 20B provides the lift drive mechanism of up-down propulsive effort to car 40 (bay-lift).In addition, in this embodiment, two motors 24 that are arranged at each column 20A, 20B are controlled as by not shown controller and carry out synchronization action.
In addition, in the mutual opposed side of two column 20A, 20B, be set with the guide rail 26A, the 26B that extend along Z-direction (vertical).After the guiding mechanism that is disposed at car 40 sides stated be sticked in these each guide rail 26A, 26B.
Fig. 4 is the block diagram of expression car 40 and guide rail 26A, 26B, and Fig. 5, Fig. 6 are the cutaway views of the engagement section of car 40 and each guide rail 26A, 26B, and Fig. 7 is the cutaway view of the part of car 40.Car 40 possesses: be set with the pedestal module 27 of shifting apparatus 100 on top and be linked to a pair of side form piece 28A, the 28B at both ends of the X-direction of pedestal module 27.
Pedestal module 27 possesses along a pair of main frame 27a of the cross section I word shape of X-direction extension, is set with shifting apparatus 100 on the top of these main frames 27a.Therefore, a pair of main frame 27a becomes the integrated module of rigidity.In addition, a pair of main frame 27a also can replace shifting apparatus 100 and interosculate by cross frame and improve intensity.In addition, each end in the X-direction of main frame 27a is provided with the connecting part with side form piece 28A, 28B.
The frame material of square-section is assembled into the general triangular shape and constitutes side form piece 28A, 28B.The mode that these side form pieces 28A, 28B extend with one side of general triangular shape (below, be called " following 31 ") on even keel and the corner on this limit is divided into top sides (below, be called " top sides 32 ") is linked to pedestal module 27.Both ends in the bottom 31 of each side form piece 28A, 28B are provided with support 33 downwards with extending, by the axial region 34 of these each support 33 supportings via after the globe bearing 35 stated and rotation is linked to each end of the main frame 27a of pedestal module 27 freely.
In bottom 31 and the top sides 32 of each side form piece 28A, 28B, be respectively equipped with to the outstanding fulcrum pin 41 of guide rail 25A, the opposed direction of 25B.Straight moving guiding element 42 (guiding mechanism) is linked to this each fulcrum pin 41 via globe bearing 43 (with reference to Fig. 5, Fig. 6).Except the bottom 31 that is disposed at column 20B side, globe bearing 43 has identical construction by the globe bearing 43 of each fulcrum pin 41 supportings.The globe bearing 43 that is disposed at the bottom 31 of column 20B side is distinguished and the symbol of mark 43S with other globe bearings 43.
Like Fig. 5, shown in Figure 6, last at each guide rail 26A, 26B, be provided with a pair of guide groove 45 along Z-direction, in each guide groove 45, be provided with a pair of spigot surface 46a, 46b with cross one another leaning angle.Relative therewith, each directly moving guiding element 42 can circulate in the module 48 of general square shape shape and be provided with a plurality of rollers (not shown) movably, and this module 48 is sticked in the outside face of cooresponding guide rail 26A, 26B.A plurality of rollers in the module 48 can rollably be connected to different each spigot surface 46a, the 46b of leaning angle of guide rail 26A, 26B.Straight moving guiding element 42 is restricted with omnidirectional the moving of Z-direction quadrature by guide rail 26A, 26B, and, in action swimmingly on the direction (Z-direction) of guide rail 26A, 26B.
In addition, as shown in Figure 5 in globe bearing 43, with the housing 50 of module 48 bolted joint of straight moving guiding element 42 on be provided with maintaining part 51 cylindraceous, in this maintaining part 51, the foreign steamer 52 with the inner peripheral surface that caves in into dome shape is installed.Thus, spherical bushing 53 remains in the inner peripheral surface of foreign steamer 52 sliding freely.Spherical bushing 53 is fixed in the outside face of fulcrum pin 41.But, as shown in Figure 6 in the globe bearing 43S of the bottom 31 that is disposed at column 20B side, at the inner peripheral surface of spherical bushing 53 slide bushing 54 roughly cylindraceous is installed.Thus, slide bushing 54 can axially slide on fulcrum pin 41.In this embodiment, this slide bushing 54 is the slide mechanisms that relatively move of allowing the X-direction of car 40 (side form piece 28B) and column 20B with fulcrum pin 41.
The globe bearing 35 that adopts at the connecting part of the main frame 27a of aforesaid car 40 and side form piece 28A, 28B is structures roughly the same with the globe bearing that is installed on straight moving guiding element 42 43.Fig. 7 is the cutaway view that the connecting part of main frame 27a and side form piece 28A is amplified expression.As shown in the drawing, be arranged in extension on the support 33 of side form piece 28A (with reference to Fig. 3) axial region 34 is installed, at the outside face of this axial region 34 spherical bushing 57 is installed.In the end of main frame 27a (with reference to Fig. 3), be provided with the flange part 58 that extends to the top, the foreign steamer 59 of the inner peripheral surface with dome shape is installed via hill holder 60 on this flange part 58.Spherical bushing 57 on the axial region 34 remains in the inner peripheral surface of foreign steamer 59 sliding freely.
In addition, as depicted in figs. 1 and 2, the both ends of chain 23 that are set up in drive sprocket 21 and the driven sprocket 22 of each column 20A, 20B are linked to upper end and the directly moving guiding element 42 of bottom bonded assembly with each side form piece 28A, 28B respectively.
Fig. 8 A is a block diagram of schematically representing above-mentioned car 40, and Fig. 8 B is the lateral plan of the action when schematically representing the up-down of car 40.Below, with reference to these figure the lifting action of car 40 is described.For example, under the situation that the car 40 that is positioned at lowering position is risen, the motor 24 of the lower end of two column 20A, 20B is driven to direction rotation, the straight moving guiding element 42 that will be connected in the upper end of both sides module 28A, 28B by chain 23 draws high to the top.Thus, car 40 by straight moving guiding element 42 and along two guide rail 26A, 26B is directed and rise to set height.
In addition, under the situation that car 40 is descended, motor 24 contrarotations are driven.Thus, car 40 by straight moving guiding element 42 and along two guide rail 26A, 26B is directed and drop to set height.
At this moment, the directly moving guiding element 42 of each of the both sides of the X-direction of car 40 is limited with omnidirectional the moving of the bearing of trend quadrature of guide rail 26A, 26B, moves along guide rail 26A, 26B.But; Under the situation of the error of parallelism that has two guide rail 26A, 26B and straightness accuracy etc.; By the globe bearing 43, the 43S that are clipped between each directly moving guiding element 42 and the car 40 ( side form piece 28A, 28B), each directly moves suitable bending between guiding element 42 and the car 40 and allows the relative yaw of each directly moving guiding element 42 with respect to car 40.And, in car 40 sides, according to the posture of two guide rail 26A, 26B and shape variation and automatically regulate side form piece 28A, 28B binding angle with respect to pedestal module 27 by globe bearing 35.And, by the axial slip of the slide bushing in the globe bearing 43S 54, allow the relatively moving of the straight moving guiding element 42 that on X-direction, leaves configuration of the change of the separating distance that is accompanied by two guide rail 26A, 26B with respect to fulcrum pin 41.
As above, in this tower crane SC, the straight moving guiding element 42 that is sticked in each guide rail 26A, 26B is linked to cooresponding side form piece 28A, the 28B of car 40 via globe bearing 43,43S.And the lower end of each side form piece 28A, 28B and the end of pedestal module 27 can link via globe bearing 35 rotationally.Therefore; Even because the error of the parallelism of two guide rail 26A, 26B and straightness accuracy etc. and produce warpage or crooked etc. attitude change and alteration of form, also can realize based on allowing of the yaw of the straight moving guiding element 42 of globe bearing 43,43S and allowing of lower end and rotation pedestal module 27 of side form piece 28A, 28B at two guide rail 26A, 26B.Thus, can prevent in advance that big stress is in directly moving between guiding element 42 and guide rail 26A, the 26B.
In addition, in this tower crane SC, in the globe bearing 43S of the lower end of car 40, be provided with slide bushing 54 (slide mechanism).Therefore, under the situation of the separating distance of two guide rail 25A, 26B change, slide mechanism absorbs should distance change, can prevent that the N/R stress is in directly moving guiding element 42.
In addition, in this tower crane SC, car 40 integral body are not the integrated modules of rigidity.This car 40 by carry put the pedestal module 27 of shifting apparatus 100 and via chain 23 by the go up and down side form piece 28A, the split component set-up of 28B of both sides of driving of motor 24, the lower end of each side form piece 28A, 28B and the end of pedestal module 27 link via globe bearing 35.Therefore; Because the error of the parallelism of two guide rail 26A, 26B and straightness accuracy etc. and existing between guide rail 26A, the 26B and under local warpage or the crooked situation car 40 is carried out under the situation of lifting action can prevent in advance that also the N/R stress is in car 40.
With reference to Fig. 9 concrete example is described.The figure of action that Fig. 9 is the guide rail 26A that schematically representes both sides, 26B when the middle section of above-below direction leaves ground crooked (warpage) most and becomes arcuation, car 40 and straight moving guiding element 42.Shown in the solid line among this figure, under the situation below car 40 is positioned at more than the middle section of guide rail 26A, 26B, the straight moving guiding element 42 that is connected in the top of side form piece 28A, 28B follow guide rail 26A, 26B outside bending and laterally direction move.As a result, each side form piece 28A, 28B are that the center is outward-dipping with respect to pedestal module 27 and with globe bearing 35.In addition, shown in the imaginary line among this figure, in the time of above car 40 is positioned at more than the middle section of guide rail 26A, 26B, the straight moving guiding element 42 that is connected in the top of side form piece 28A, 28B follow guide rail 26A, 26B inside bending and to the inside direction move.As a result, each side form piece 28A, 28B are that the center slopes inwardly with respect to pedestal module 27 and with globe bearing 35.So along guide rail 26A, when 26B goes up and down, side form piece 28A, 28B flexibly fascinate with the part of the bending that absorbs guide rail 26A, 26B at car 40, thereby do not produce N/R stress in each one of car 40.Promptly; In this tower crane SC; Be not accompanied by the lifting action of car 40 and produce the elastic deformation that stress caused, thereby can prevent in advance that the big load that counteraction caused of elastic deformation from acting on straight moving guiding element 42 and guide rail 26A, 26B sharp at car 40.In addition; Under the situation of this embodiment; When the lifting action of car 40; Follow the warpage of guide rail 26A, 26B or crooked and when fascinating at side form piece 28A, 28B, be connected in slide bushing 54 (slide mechanism) the automatically regulating both sides module 28A, the separation width of 28B of globe bearing 43 of the bottom of car 40.This function also helps to obtain the lifting action of car 40 smoothly.
So,, can suppress the situation of N/R stress in straight moving guiding element 42 according to this tower crane SC.Therefore, can not cause the following degradation undesirable condition ground in life-span to adopt dust or the few straight moving guiding element 42 of vibrating noise.
In addition, in this tower crane SC, only the distolateral globe bearing 43S in the X-direction of car 40 is provided with slide mechanism (slide bushing 54).Therefore, can there be the column 20A (guide rail 26A) of a side of slide mechanism to be maintained certain distance all the time the position distance of the shifting apparatus on the car 40 100.That is, can correctly manage the position of the shifting apparatus 100 that is arranged at car 40 all the time.
In addition, in this tower crane SC, the side form piece 28A of car 40, the upper end of 28B and bottom are sticked in cooresponding guide rail 26A, 26B via straight moving guiding element 42 respectively.Therefore, can make the side form piece 28A of both sides, 28B flexibly follow guide rail 26A, 26B all the time, can make the pedestal module 27 of car 40 stably remain in guide rail 26A, 26B.
In addition, under the situation of this tower crane SC, between the directly moving guiding element 42 of car 40 and each by globe bearing 43,43S can crooked mode linking.Therefore, in mobile when beginning of tower crane SC and move when stopping, during the action of shifting apparatus 100 etc., can be easily and correctly calculate the load that acts on straight moving guiding element 42.This be because, mobile when beginning of tower crane SC and move the X-direction that produces when stopping load, and the load of the Y direction that produces during action at shifting apparatus 100 without moment act on globe bearing 43,43S part.So, can set the intensity of straight moving guiding element 42 and guide rail 26A, 26B etc. rightly.
In addition, the present invention is not limited to above-mentioned embodiment, can in the scope that does not break away from its main idea, carry out various design modifications.For example, in above-mentioned embodiment, jacking system of the present invention is applied to tower crane SC mobile on running rail, but also can jacking system be fixedly set on the floor.In addition, in the above-described embodiment, the lower end of side form piece 28A, 28B is linked to the both ends of the X-direction of pedestal module 27 via globe bearing 35, but this connecting part not necessarily must be a globe bearing 35.For example, also can link pedestal module 27 and side form piece 28A, 28B by fulcrum pin along Y direction.

Claims (9)

1. jacking system possesses:
One column has the guide rail that extends along vertical;
Bay-lift is disposed between a said column and goes up and down;
Guiding mechanism is installed on said bay-lift, can rollably be sticked in the cooresponding guide rail of said each column; And
Lift drive mechanism provides the up-down propulsive effort to said bay-lift, wherein,
Said bay-lift does,
Possess:
The pedestal module is extended along direction between said column, carries the glove article on top; With
A pair of side form piece is disposed at the both ends of the bearing of trend between the said column of this pedestal module,
The end of the bearing of trend between the said column that is linked to said pedestal module is freely rotated in the lower end of this each side form piece,
Said each guiding mechanism is directly moving guiding element, a plurality of rolling elements contact with a plurality of spigot surfaces of cooresponding guide rail and with omnidirectional mobile being restricted of the bearing of trend quadrature of said guide rail,
Should be linked to said each side form piece via globe bearing by straight moving guiding element.
2. jacking system according to claim 1 is characterized in that, the end of the bearing of trend between the said column that is linked to said pedestal module is freely rotated in the lower end of said each side form piece via globe bearing.
3. jacking system according to claim 1 is characterized in that, the end of the bearing of trend between the said column that is linked to said pedestal module is freely rotated in the lower end of said each side form piece via fulcrum pin.
4. according to each the described jacking system in the claim 1 ~ 3; It is characterized in that; Said globe bearing and this side form piece of straight moving guiding element that makes said side form piece be linked to a said side's stud sides possesses slide mechanism, and this slide mechanism is allowed relatively moving of direction between a said bay-lift and a said side's the column of column.
5. jacking system according to claim 1 is characterized in that, at two places of leaving up and down of said each side form piece, said straight moving guiding element is set via said globe bearing respectively.
6. jacking system according to claim 2 is characterized in that, at two places of leaving up and down of said each side form piece, said straight moving guiding element is set via said globe bearing respectively.
7. jacking system according to claim 3 is characterized in that, at two places of leaving up and down of said each side form piece, said straight moving guiding element is set via said globe bearing respectively.
8. jacking system according to claim 4 is characterized in that, at two places of leaving up and down of said each side form piece, said straight moving guiding element is set via said globe bearing respectively.
9. jacking system according to claim 4 is characterized in that,
Above-mentioned slide mechanism has: from above-mentioned side form piece to the fulcrum pin that is provided with highlightedly with the opposed direction of above-mentioned guide rail and the slide bushing that above-mentioned globe bearing, can on above-mentioned fulcrum pin, be provided with slidably.
CN201110176318.1A 2010-06-30 2011-06-28 Elevating device Active CN102311060B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2010-149278 2010-06-30
JP2010149278A JP5644213B2 (en) 2010-06-30 2010-06-30 lift device

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CN102311060A true CN102311060A (en) 2012-01-11
CN102311060B CN102311060B (en) 2015-04-01

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CN103879895A (en) * 2014-02-21 2014-06-25 合肥市神雕起重机械有限公司 Special bridge crane for hoisting aluminum profile
CN104520211A (en) * 2012-09-04 2015-04-15 村田机械株式会社 Stacker crane
CN111606239A (en) * 2020-06-28 2020-09-01 河南卫华特种车辆有限公司 Heavy type lifting machine with guiding and locking functions
CN112405454A (en) * 2020-10-22 2021-02-26 东风汽车股份有限公司 Mechanical type area helping hand goes up and down to install and assists utensil

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JP5644213B2 (en) 2014-12-24

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