This application claims priority to European Patent Application No. 10152589.7, filed Feb. 4, 2010, which is incorporated herein by reference.
The present disclosure relates to an elevator installation, particularly to the design or fastening of guide rails in the installation.
Typically in an elevator installation, at least one elevator cage or at least one car and at least one counterweight are moved in opposite directions in an elevator shaft. The at least one lift cage and the at least one counterweight run along guide rails, are supported by one or more supporting and drive means and are driven by way of a drive pulley of a drive unit.
The guide rails of an elevator installation on the one hand should be of such rigidity and rectilinearity that they ensure smooth running of the elevator cage or counterweight. On the other hand, the guide rails should be designed for acceptance of relatively high vertical forces. These high vertical forces arise due to the intrinsic weight of the guide rails, in the case of corresponding elevator installations by the mass of the drive mounted at the rails as well as by the masses suspended thereat of the elevator cage and the counterweight, by drive forces, and by the braking forces which act on the rail when the safety braking device responds.
Moreover, the guide rails can in the case of a fixed attachment in a elevator shaft of a newly erected building be subjected to vertical compressive forces, because in certain circumstances the building continues to settle. However, even when the building should have definitively settled, thermal expansion—particularly in the case of tall elevator installations—can generate vertical compressive forces which in turn can lead to warping and bulging of the guide rails.
European Patent No. 0 611 724 B1 discloses fastening points for a guide rail at the side walls of the elevator shaft, which are resiliently mounted by spring brackets. Compensation for unevennesses of the shaft wall is thereby provided and a fastening system is created which corresponds with a rigid, but resiliently embedded, support. A solution for optimization of the acceptance of vertical forces in a guide rail is not, however, described.
U.S. Pat. No. 7,000,736, on the other hand, describes a support device for guide rails consisting of a set of sheet-metal sections which can be preassembled. These sheet-metal sections, which are preassembled in the shaft pit of the elevator shaft, give an aligned construction of a triple configuration of guide rails. This guide rail support device is, however, restricted to the alignment or positioning of the guide rails during assembly and does not disclose any measures for acceptance of the vertical forces in a guide rail or the optimization thereof.
In some cases, the disclosed technology comprises an arrangement of a defined plastically deformable support device on which the guide rail is supported or carried.
This support device is, for example, arranged in the shaft pit of the elevator shaft and in each instance carries a guide rail of unitary or multi-part construction. The support device can comprise a support plate on which the cross-sectional profile of an upright guide rail is detachably or, however, fixedly mountable. An optional design variant of the support plate provides a recess, also termed seat, in an upper side of the support plate for mechanically positive seating of the cross-sectional profile of the guide rail. The guide rail can be horizontally stabilized in this manner insofar as the support device is fixed on the shaft floor by, for example, screw-connection.
The upper side of the support plate can go over into at least two side flanks of the support device. These side flanks in turn go over into a lower side of the support device, which has at least one base surface.
The support device can be plastically deformable. This can be ensured in that, for example, the entire support device, thus the support plate, the side flanks and the support surfaces, plastically deform. According to an embodiment, however, the side flanks have intended bending points or intended deformation points so that the plastic deformation takes place principally in these side flanks. The support plate and the base surfaces can be designed so that they do not deform, not even when the intended deformation points have reached their maximum degree of deformation.
Plastic deformation as far as a defined degree of deformation is achieved, in an exemplifying embodiment, by support pieces which are introducible in a specific number into the support device. In this manner a spacing is settable, for example between the uppermost support piece and the lower side of the support plate, which allows a plastic deformation of the support device only within a defined range. In principle, an abutment limiting the plastic deformation travel of the support device is also possible instead of the support pieces.
Through the described defined deformation it can thus be possible to limit vertical forces which, in the guide rail, exceed the magnitude of a load which usually arises. Vertical forces caused, for example, by the intrinsic weight of the guide rail, by instances of braking or by a drive at the rail side can be borne by the support device with only a small elastic deformation. Vertical loads such as, however, arise due to subsidence of the building (a deformation load) lead to a plastic deformation of the support device, whereby the rail longitudinal force can be limited. Undesired warping, stresses at the points of fastening of the guide rail to the shaft walls or bulging of the guide rail can thus be avoided.
The lower side of the support plate or cover surface on which the support plate rests and/or one of the support pieces or the travel-limiting abutment can optionally have a pressure sensor or merely a limit switch, which provides information about whether the defined degree of deformation of the support device has been reached. Insofar as the limitation of the plastic deformation takes place by support pieces—possibly within the range of possible plastic deformation of the support device—there is thus a possibility of adaptation of the support device in the manner that in the case of a corresponding signal of the pressure sensor or sensors a support piece can be removed and thus a further range of deformation can be available.
A support device can be usable a plurality of times. It can consist of a material which still does not break even after a number of plastic deformations, but can be subsequently straightened on a straightening bed or a press and can thus be suitable for re-mounting in a elevator installation.
As already mentioned, a support device can have at least two side flanks each with a respective intended deformation point or with a respective plurality of intended deformation points. A possible design variant of a support device is C-shaped in cross-section and stands by the opening of the C on the shaft floor. The intended deformation points can be realized in that the material, for example thick sheet metal, is thinned at the side flanks of the support device.
A further design variant of a support device thereagainst can provide for the side flanks to be separated and possibly formed as respective housing parts both at the bottom and the top, into which a block-shaped bar of a material different from the support device is insertable. This material or the block-shaped bar of this material can have a previously investigated strength and a defined deformation behavior. Longitudinal forces which arise in the guide rail and exceed the usual magnitude can thus deform merely the definedly deformable bars, the maximum deformation of which can be made visible by differently colored side markings in a gap still present between the two housing halves. A simple visual check thus gives information about whether in certain circumstances a new deformable bar has to be inserted.
A fastening device can also comprise, apart from the stated support device, mounts for fastening the guide rail to the shaft wall. According to an optional variant of embodiment these mounts can allow a guided vertical displacing movement of the guide rail. This can in principle be realized by a screw connection guided in a slot or by a retaining guide engaging around a guide profile or also by rollers. However, a fastening device can also be realized by fixed mounts, as well as by mounts which are indeed fixed, but yield in the case of a load of appropriately high level. Use can also be made of mounts which are favorable in cost and which embrace the profile of the guide rail by means of two jaws and are closed by at least one screw connection. The screw connection can be tightened by a specific torque so that only from the occurrence of a correspondingly high level of vertical force in the guide rail does a displacement of the guide rail in the mounts arise.
Moreover, a fastening device can be suitable not only for elevator installations with an engine room, but also for elevator installations without an engine room, particularly, however, for the latter, in which the vertical loading of the guide rails is higher due to the mass forces of the elevator installation which are derived from the drive, which is fastened to the guide rails, on the shaft floor.
The described individual features can be combined with one another to form a fastening device or a elevator installation; thus by way of example the described different embodiments of the support device—with or without support pieces or with or without a pressure sensor—can be combined with the disclosed mounts regardless of the form of the intended deformation point.
At least some embodiments of an elevator installation disclosed herein can bring the following results:
The disclosure is explained in more detail symbolically and by way of example on the basis of figures. The figures are described conjunctively and generally. The same reference numerals signify the same components and reference numerals with different indices indicate functionally identical or similar components.
The elevator cage 2 can at a conveying height h serve an uppermost story with a story door 8, further stories with story doors 9 and 10 and a lowermost story with story door 11. The elevator shaft 1 is formed by lateral shaft walls 15a and 15b, a rear shaft wall 15c, a shaft ceiling 13 and a shaft floor 14, on which a shaft floor buffer 19a for the counterweight 4 and two shaft floor buffers 19b and 19c for the elevator cage 2 are arranged.
The supporting and drive means 3 is fastened to the shaft ceiling 13 at a stationary fastening point or support means fixing point 16a and is led parallel to the lateral shaft wall 15a to a support roller 17 for the counterweight 4. From here, it goes back again over the drive pulley 5, continues to a first deflecting or support roller 18a and a second deflecting or support roller 18b, loops under the elevator cage 2, and continues to a second stationary fastening point or support means fixing point 16b at the shaft ceiling 13.
Moreover,
The side flanks 27a and 27b of the support device 22a go over into a common cap surface 33a, on the upper side 25a of which a support plate 23a is arranged to be approximately parallel to a horizontal H1. The support plate 23a has a seat 24a which corresponds with the cross-sectional profile of a guide rail 7d. The seat 24a has a smaller depth than the thickness of the support plate 23a and gives lateral retention to the guide rail 7d. The same retention can optionally also be achieved by an elevated profile which is, for example, welded on.
The guide rail 7d therefore stands approximately vertically, thus parallel to a vertical V1, on the support plate 23a. Vertical forces F which arise in the guide rail 7d thus press on the support plate 23a, on the cover surface 33a and, by way of the side flanks 27a and 27b, on the intended deformation points 29a and 29b. The material characteristics and the thickness of the target deformation points 29a and 29b are so designed that an absolute amount of the vertical force F, which corresponds with a normal loading in the guide rail 7d, still does not cause a plastic deformation, neither in the target deformation points 29a and 29b nor in the support plate 23a, the cover surface 33a and/or the side flanks 27a and 27b.
If, however, the vertical loading by the vertical force F in the guide rail 7d should attain a peak load exceeding the normal amount, the intended deformation points 29a and 29b deform until, at the most, a lower side 39 of the cover surface 33a rests on an upper side 40 of a support piece 30. The support piece 30 is the uppermost support piece of a support piece packet, which depending on the respective need is adaptable in its overall height by withdrawal or insertion of support pieces. In the illustrated undeformed state of the support device 22a a spacing A1 corresponding with a maximum possible deformation D2 is present between the lower side 39 of the cap surface 33a and the upper side 40 of the uppermost support piece 30.
Further components of the fastening device 200a are mounts, of which only one mount 21f is illustrated by way of example. By means of retaining guides 31a and 31b which engage around the profile of the guide rail 7d the guide rail 7d is fastened to a shaft wall 15d of the elevator shaft 1a and, in particular, so that the guide rail 7d is kept in the horizontal H1, but remains displaceable in the vertical V1 under the action of an appropriately high vertical force F.
A further variant of embodiment of a fastening device 200b for a guide rail 7e is schematically illustrated in
Two spacings A2 and A3—in effect the compressibility of the deformable bars 35a and 35b—give in total a maximum deformation D2′ of the support device 22b. In addition, a colored marking 38 is illustrated at the side of the deformable bar 35b. in the uncompressed state of the deformable bar 35b the surfaces above and below the colored marking 38 at the edges of the housing parts 34c and 34d are still visible, but when the deformable bar 35b has been compressed only the colored marking 38 exclusively can still be seen in a residual gap between the edges of the housing parts 343c and 34d. In this manner it is ascertainable by means of a visual check whether the guide rail 7e has settled. By finely stepped differently colored markings it would be possible to ascertain the degree of deformation attained by the deformable bar 35b. As an alternative to the just-described visual check it is possible to insert one or more pressure sensors into the deformable bars 35a and 35b or also into only one of the two deformable bars 35a and 35b.
A support plate 23b is arranged on the upper side 25b of the cap surface 33b in a horizontal H2, as also shown in the preceding
With the same fastening preconditions, corresponding mounts 21g are also conceivable which retain not only a guide rail 7e in the form of a T-profile, but also guide rails in the form of a cruciform profile.
The deformation D2 or D2′ consists of an elastic range E, a plastic range P and an elastic range E1 on contact with the support pieces. Gs represents the travel of the building under settling. The mass of the guide rail is illustrated at the ordinate by MS, the operational forces in normal operation by FNB, the operational forces in the case of safety braking of the elevator cage by FF, the vertical force with plasticization by FP, the theoretical vertical force without plasticization by FT and the reduction due to plasticization by R. The area Stb represents the likely range of stiffness of a guide rail.
The following is a reference numeral list for the accompanying figures:
1, 1a, 1b elevator shaft
2 elevator cage
3 supporting and drive means
4 counterweight
5 drive pulley
6 drive unit
7
a-7e guide rail
8 uppermost story door, uppermost shaft door
9, 9a, 9b story door, shaft door
10, 10a, 10b story door, shaft door
11 lowermost story door, lowermost shaft door
12 engine room
13 shaft ceiling
14, 14a, 14b shaft floor
15
a-15e shaft wall
16
a,
16
b stationary fastening point, support means fixing point
17 support roller for 4
18
a-18b deflecting roller, support roller for 2
19
a-19c shaft floor buffer
20
a,
20
a′ floor mount for 7
21
a-21e, 21a′-21e′;
21
f,
21
g mount for 7
22
a,
22
b support device
23
a,
23
b support plate
24
a,
24
b seat
25
a,
25
b upper side of 33
26
a,
26
b lower side
27
a-27d side flank
28
a-28d groove
29
a-29d intended deformation point
30 support piece
31
a,
31
b retaining guide
32
a-32c base surface
33
a,
33
b cap surface
34
a-34d housing parts
35
a,
35
b deformable bar
36
a,
36
b screw connection
37
a,
37
b slot
38 colored marking
39 lower side of 33
40 upper side of 30
100, 100a, 100b elevator installation
200, 200a, 200b fastening device
A1-A3 spacing
D1, D2, D2′ deformation
E, E1 elastic range
|F| absolute amount of the vertical force F in 7
FF operational forces in the case of safety braking
FNB operational forces in the case of normal operation
FP vertical force with plastification
FT theoretical vertical force without plastification
Gs travel of the building settling
H1, H2 horizontal
MS mass of 7
P plastic range
R reduction due to the plastification
s travel
Stb apparent range of stiffness of 7 without 22
V1, V2 vertical
Having illustrated and described the principles of the disclosed technologies, it will be apparent to those skilled in the art that the disclosed embodiments can be modified in arrangement and detail without departing from such principles. In view of the many possible embodiments to which the principles of the disclosed technologies can be applied, it should be recognized that the illustrated embodiments are only examples of the technologies and should not be taken as limiting the scope of the invention. Rather, the scope of the invention is defined by the following claims and their equivalents. I therefore claim as my invention all that comes within the scope and spirit of these claims.
Number | Date | Country | Kind |
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10152589.7 | Feb 2010 | EP | regional |