METHOD FOR DISPLACING A CEILING FORMWORK, COLLISION PROTECTION ELEMENT, AND CEILING FORMWORK, SUPPORTING DEVICE AND INCREMENTAL LAUNCHING DEVICE COMPRISING SUCH A COLLISION PROTECTION ELEMENT

Abstract

A method for displacing a ceiling formwork for a nearest concreting section, wherein first and second supporting devices for supporting the ceiling formwork are arranged below the nearest concreting section. Said supporting devices each have a shuttering position and a stripping position, wherein the ceiling formwork is raised to a concreting level in the shuttering position and lowered relative to the concreting level in the stripping position. The first supporting device is moved into the stripping position and the second supporting device is moved into the shuttering position, and a collision protection element is arranged between the second supporting device and an end face of the ceiling formwork when the end face of the ceiling formwork strikes the second supporting device after passing over the first supporting device, so the collision protection element forms a flank rising in the displacement direction for guiding the ceiling formwork in the displacement direction.

Claims

1. (canceled)

2. A method for shifting ceiling formwork, comprising: arranging a first support apparatus and a second support apparatus beneath a next concreting portion; placing the first support apparatus in a first dismantling position that is at a concreting level; placing the second support apparatus in a second shuttering position that is below the concreting level; guiding the ceiling formwork from the first support apparatus to the second support apparatus such that an anti-collision element arranged on the ceiling formwork lifts the ceiling formwork up to the concreting level such that the ceiling formwork can pass over the second support apparatus.

3. The method of claim 2, wherein the first support apparatus and the second support apparatus are arranged in a shifting direction.

4. The method of claim 3, wherein the first support apparatus and the second support apparatus are arranged on a side wall of an edge region of a bridge trough.

5. The method of claim 2, wherein the first support apparatus has the first dismantling position and a first shuttering position, wherein the ceiling formwork is lifted up to the concreting level in the first shuttering position and the ceiling formwork is lowered from the concreting level in the first dismantling position.

6. The method of claim 5, wherein the second support apparatus has a second dismantling position and the second shuttering position, wherein the ceiling formwork is lifted up to the concreting level in the second shuttering position and the ceiling formwork is lowered from the concreting level in the second dismantling position.

7. The method of claim 2, wherein second support apparatus is arranged in the direction of the shifting direction with respect to the first support apparatus.

8. The method of claim 2, wherein the ceiling formwork is lifted up to the concreting level at least in part by the ceiling formwork being shifted into a subsequent concreting cycle.

9. The method of claim 2, wherein the first support apparatus and the second support apparatus are arranged directly adjacent to one another.

10. The method of claim 2, wherein the anti-collision element is arranged on an end face of the ceiling formwork in the shifting direction.

11. The method of claim 2, wherein the anti-collision element has a flank that rises in the shifting direction.

12. A system, comprising: a first support apparatus having a first dismantling position and a first shuttering position; a second support apparatus having a second dismantling position and a second shuttering position; a ceiling formwork; an anti-collision element arranged on the ceiling formwork and configured to i) guide the ceiling formwork in a shifting direction and ii) lift the ceiling formwork such that the ceiling formwork can pass over the second support apparatus when the second support apparatus is in the shuttering position.

13. The system of claim 12, wherein the anti-collision element has a flank that rises in the shifting direction.

14. The system of claim 13, wherein the anti-collision element defines a solid or hollow body.

15. The system of claim 13, wherein the anti-collision element is beak-shaped, cuneiform, or skid-shaped in the form of a ramp.

16. The system of claim 12, wherein the first support apparatus and the second support apparatus are arranged in a shifting direction.

17. The system of claim 12, wherein the ceiling formwork is lifted up to the concreting level in the first shuttering position and the ceiling formwork is lowered from the concreting level in the first dismantling position.

18. The system of claim 17, wherein the ceiling formwork is lifted up to the concreting level in the second shuttering position and the ceiling formwork is lowered from the concreting level in the second dismantling position.

19. The system of claim 12, wherein the ceiling formwork has a longitudinal girder and the anti-collision element is arranged on an end face of the longitudinal girder.

20. The system of claim 12, wherein the ceiling formwork has a form lining element that shapes an underside of a carriageway slab, and the first support apparatus and second support apparatus are each configured as carriageway slab truss-outs.

21. The system of claim 12, wherein each of the first support apparatus and the second support apparatus have a lowering device comprising a lifting piston, a support base and a locking apparatus, wherein the lifting piston is slidably mounted in the support base and is configured so as to be slidable from a shuttering position into a dismantling position.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0031] Identical reference numerals correspond to identical or corresponding elements in the drawings, in which:

[0032] FIG. 1 is a side view of an incremental launching apparatus according to the invention comprising a plurality of support apparatuses, an anti-collision element (shown in an enlarged manner) and a ceiling formwork, which is shifted from a concreted concreting portion of a carriageway slab of a bridge into a concreting portion to be concreted of the carriageway slab;

[0033] FIG. 2 is a spatial external view of two of the support apparatuses shown in FIG. 1, which are formed as carriageway slab truss-outs and are each provided with a lowering device, at one end of which a roller is arranged;

[0034] FIG. 3a is a front view of a part of the incremental launching apparatus shown in FIG. 1 comprising a ceiling formwork arranged beneath a carriageway slab and one of the support apparatuses shown in FIG. 2, which is provided with the lowering device and formed as a carriageway slab truss-out;

[0035] FIG. 3b shows the support apparatus comprising the lowering device and formed as a carriageway slab truss-out as shown in FIG. 3a;

[0036] FIG. 3c shows the lowering devices shown in FIG. 2, each comprising one support head lifted up to the concreting level and one support head lowered relative to the concreting level, corresponding to a shuttering position and a dismantling position of the support apparatus provided with the respective lowering device; and

[0037] FIG. 4 is a cross-sectional front view of one of the two lowering devices shown in FIG. 3b without a roller, comprising a slide as an eccentric-lever holding apparatus, a lifting piston being shown in the extended shuttering position.

DETAILED DESCRIPTION

[0038] FIG. 1 shows an incremental launching apparatus according to the present invention, comprising support apparatuses 11-14, an anti-collision element 15 (shown in an enlarged manner) on an end face 17 in a shifting direction VR of a longitudinal girder 4 of the ceiling formwork 10, and the ceiling formwork 10, which is shifted from a first concreted concrete portion 8 in the form of a carriageway slab 3 of a bridge 1 under construction, to a concreting portion 9 to be concreted. The ceiling formwork 10, which is located in the next concreting portion 9 to be concreted, together with form lining elements 6, 6, and in the first concreted concreting portion 8, together with form lining elements 7, 7, is shifted in the X-direction from the first concreting portion 8, in line with a first concreting cycle, into the next concreting portion 9, in line with a next concreting cycle. The concreting portions 8, 9 may be longer than shown in FIG. 1, and may each have a length in the X-direction that corresponds substantially to a length of the ceiling formwork together with the form lining elements 6, 6, 7, 7. Longer lengths of the concreting portions 8, 9 are also possible.

[0039] The lining element 6 is arranged on a framework having a longitudinal girder 4, which is oriented in the X-direction, and on crossbeams, which are each oriented in the Z-direction (perpendicular to the plane of the paper). The form lining element 6 is arranged on a framework having a further longitudinal girder 4 oriented in the X-direction. The additional form lining element 7 of the ceiling formwork 10 is arranged on a framework having a further longitudinal girder 5 oriented in the X-direction, and the further form lining element 7 is arranged on a framework having the further longitudinal girder 5. The form lining elements 6, 6, 7, 7 are interconnected so as to shape a uniform formwork surface for forming an underside 3U of the carriageway slab 3. The longitudinal girders 4, 4, 5, 5 are thus interconnected at mutually facing ends of the longitudinal girders, an anti-collision element 15 being attached to the end face 17 in the shifting direction VR, which corresponds to the X-direction. In the opposite direction to the shifting direction VR, corresponding to the negative X-direction, a further anti-collision element 15 is arranged on a further end face 17 of the longitudinal girder 5 in the opposite shifting direction VR.

[0040] On a sloped side wall 2a of a bridge trough 2 of the bridge 1, a first support apparatus 11, a second support apparatus 12, a third support apparatus 13 and a further support apparatus 14 are arranged adjacently to one another and next to one another in the X-direction. Each of the support apparatuses 11-14 can be placed in a shuttering position EP and a dismantling position AP, the ceiling formwork 10 being lifted up to a concreting level when the ceiling formwork 10 is being supported by each support apparatus 11-14 in the shuttering position EP, and the ceiling formwork being lowered relative to the concreting level when the support apparatuses are in the dismantling position. The first and second support apparatuses 11, 12 are interconnected by longitudinal braces S1, S2 in the X-direction and at different heights in the Y-direction, the longitudinal braces S1, S2 being interconnected by a cross-brace S3 in order to increase the rigidity of the connection between the first and second support apparatuses 11, 12. The third support apparatus 13 and the further support apparatus 14 are interconnected by means of two further longitudinal braces S4, S5 oriented in the X-direction and arranged at different heights in the Y-direction. To increase the rigidity of the connection between the third support apparatus 13 and the further support apparatus 14, the longitudinal braces S4, S5 are interconnected by a further cross-brace, S6.

[0041] The ceiling formwork 10 is supported by the support apparatuses 11-14 and can be shifted relative to the support apparatuses 11-14 in the shifting direction VR and in the opposite direction to that direction, each of the longitudinal girders 4, 4, 5, 5 being able to slide or roll on each of the support apparatuses 11-14. For this purpose, an upper end of each of the support apparatuses 11-14 that faces the ceiling formwork 10 during supporting is in contact with an underside of the ceiling formwork 10, which is formed by undersides of the longitudinal girders 4, 4, 5, 5. In the next concreting portion 9, the first and second support apparatuses 11, 12 are arranged adjacently to one another in the shifting direction VR, the first support apparatus 11 being placed in the dismantling position AP and the second support apparatus 12, which is arranged next to the first support apparatus 11 in the shifting direction VR, being placed in the shuttering position EP. In FIG. 1, the ceiling formwork 10 is shifted from the first concreting portion 8 into the next concreting portions 9, the longitudinal girders 4, 4 having already left the first concreting portion and being located in the next concreting portion 9. At an earlier time (not shown), the entire ceiling formwork 10 was arranged beneath the concreted first concreting portion 8, the first support apparatus 11, the third support apparatus 13 and the further support apparatus 14 having been placed in the dismantling position AP in order to lower the ceiling formwork 10 from the underside 3U of the carriageway slab 3 and shift it in the shifting direction VR.

[0042] When the ceiling formwork 10 is shifted in the shifting direction VR into the next concreting portion 9, and once it has passed over the first support apparatus 11, the end face 17 of the ceiling formwork would collide with the end of the second support apparatus facing the ceiling formwork 10, since the second support apparatus 12 is in the shuttering position, and thus at the concreting level, and the other support apparatuses 11, 13, 14 are lowered with respect to the concreting level because each of these support apparatuses 11, 13, 14 is in the dismantling position AP. According to the invention, the anti-collision element 15 is arranged between the second support apparatus 12 and the end face 17 of the ceiling formwork 10 when the end face 17 of the ceiling formwork 10 strikes the second support apparatus 12 after passing over the first support apparatus 11, such that the anti-collision element 15 forms a flank 15a, which rises in the shifting direction VR, for guiding the ceiling formwork 10 in the shifting direction VR. At the time the end face 17 strikes the end of the second support apparatus 12 facing the ceiling formwork 10, the anti-collision element 15 is thus arranged between the second support apparatus 12 and the end face 17 such that the anti-collision element 15 forms a flank 15a, which rises in the shifting direction VR, for guiding the ceiling formwork 10 in the shifting direction VR. Once the end face 17 has struck the second support apparatus 12, the anti-collision element 15 lifts the end face 17 of the ceiling formwork 10 up to the concreting level such that the ceiling formwork 10 passes over the second support apparatus 12. This state, in which the ceiling formwork has passed over the second support apparatus 12, is shown in FIG. 1. After having passed over the second support apparatus 12, the ceiling formwork 10 is tilted in the form of a ramp in the shifting direction upwards in the Y-direction, as indicated by the dashed arrow in FIG. 1. The pitch of the arrow is drawn in exaggerated form.

[0043] This is because, due to the dimensions of the ceiling formwork 10, which are significantly larger than the distance between the dismantling position AP and the shuttering position EP in the Y-direction, it is difficult to see in FIG. 1 that the second support apparatus 12 has been placed in the shuttering position at the concreting level and the upper ends of the other support apparatuses 11, 13, 14 are at a lower level relative to the concreting level due to the completed shifting into the dismantling position. This also illustrates the shaping of the flank 15a of the anti-collision element 15, which flank rises in the shifting direction VR and at which a vertical portion 15Y is surmounted when the anti-collision element strikes the second support apparatus 12 if a longitudinal portion 15X of the rising flank 15a (said portion corresponding to a length of the anti-collision element in the X-direction) covers/passes over the second support apparatus 12. The vertical portion 15Y is at least a distance or vertical distance between the shuttering position and the dismantling position in the Y-direction and may be just a few centimeters, e.g. 5 cm. As shown in FIG. 1, the anti-collision element 15 can be beak-shaped. It is also possible, for example, for it to be formed as a solid or hollow body in a cuneiform or skid-shaped manner or in the form of a ramp. A width of the anti-collision element 5 in the Z-direction (out of the plane of the page) can correspond to a width of the longitudinal girder 4.

[0044] In FIG. 2, the support apparatuses 11, 12 shown in FIG. 1 are formed as carriageway slab truss-outs, the first support apparatus 11 being provided with a lowering device 20 and the second support apparatus 12 being provided with a further lowering device 20. At one end in the Y-direction, or the upper end of the lowering device 50, a roller 50 is arranged for resting on one of the longitudinal girders 4, 4, 5, 5, and at a further end of the lowering device 20 in the Y-direction, or a further upper end, a further roller 50 is arranged for resting on one of the longitudinal girders 4, 4, 5, 5. The support apparatus 11 comprises a first girder element 11a, which is arranged on and secured to the sloped side wall 2a, oriented in the Y-direction. At an upper end of the first girder element 11a, third girder elements 11c1, 11c2 are secured to the first girder element and oriented in the Z-direction. In approximately the center of the two third girder elements 11c1, 11c2, the lowering device 20 is arranged as a part of the first support apparatus 11. The end of each two third girder elements 11c1, 11c2 in the Z-direction is connected, by means of a second girder element 11b, to a further end of the first girder element 11a in the negative Y-direction. The second girder element 11b is configured as a telescoping device or lifting apparatus, such that a length of the second girder element 11b can be enlarged by extending the telescoping device or a piston of the lifting apparatus. In this way, the first support apparatus 11 can be secured to side walls having different positive or negative side slopes, the roller 50 always being oriented in the Z-direction, i.e. horizontally.

[0045] The second support apparatus 12 has a first girder element 12a, which is mounted on the sloped side wall 2a; third girder elements 12c1, 12c2 extend in the Z-direction from an upper end of the first girder element 123a, and the further lowering device 20, which has the further roller 50, is arranged between said third girder elements. One end of each two third girder elements 12c1, 12c2 in the Z-direction is connected, by means of a second girder element 12b in the form of a telescoping device or lifting apparatus, to a further end of the first girder element 12a in the negative Y-direction. The girder elements 11a, 11b, 11c1, 11c2 of the first support apparatus 11 and the girder elements 12a, 12b, 12c1, 12c2 of the second support apparatus 12 each form a triangular arrangement configured, in the present case, as a steel girder structure. The first support apparatus 11 and the second support apparatus 12 are each in the shuttering position EP since the lowering devices 20, 20 are lowered or retracted. To carry out the inventive method for shifting the ceiling formwork 10, the second support apparatus 12 in the next concreting portion 9 is placed in the shuttering position EP before the ceiling formwork 10 strikes the second support apparatus 12 after having passed over the first support apparatus 11.

[0046] The cross-brace S3 is connected to the longitudinal braces S1, S2 by means of clamps, the longitudinal brace S1 being attached to the ends of the support apparatuses 11, 12 in the negative Y-direction. The longitudinal brace S2 is attached to the ends of the third girder elements 11c1, 11c2 of the first support apparatus 11 and 12c1, 12c2 of the second support apparatus 12 in the Z-direction. By connecting the two support apparatuses by means of the longitudinal braces S1, S2 and the cross-brace S3, a force acting in the shifting direction VR, which acts on each of the support apparatuses 11, 12 during the shifting, can be transmitted to all the bearing points of the first and second support apparatus 11, 12 on the side wall 2a such that the stability of the two support apparatuses during the shifting of the ceiling formwork is increased compared with a solution not having the longitudinal braces S1, S2 and the cross-brace S3.

[0047] FIG. 3a is a front view of a part of the incremental launching apparatus shown in FIG. 1 comprising a ceiling formwork 10 arranged beneath the carriageway slab 3 and the support apparatus 11, which is provided with the lowering device 20 and formed as a carriageway slab truss-out. A first portion 6a of the form lining element 6 and a second portion 6b of the form lining element 6, said second portion being higher in the Y-direction than the first portion 6a, form the underside 3U of the carriageway slab 3 of the first concreting portion 9 of the first concreting cycle. The first support apparatus 11, which comprises the lowering device 20, is in the shuttering position EP, in which the lowering device is extended such that the second support apparatus 12, and thus the ceiling formwork 10, are each at the concreting level at which the ceiling formwork 10 abuts the underside 3U of the carriageway stairs 3 in a flush or planar manner.

[0048] The longitudinal girder 4 of the ceiling formwork 10 rests on the roller 50, the roller 50 being oriented in the Z-direction and the ceiling formwork 10 being shiftable on the roller 50 in the X-direction or the negative X-direction. The first support apparatus 11 is attached to the side wall 2a of the bridge trough 2 of the bridge 1 by the first girder element 11a, such that the roller 50 of the lowering device 20 is oriented horizontally, i.e. in the Z-direction. By extending a telescoping device or lifting apparatus in the form of a second girder element 11b, the first support apparatus 11 can also be attached to the opposite side of the side wall 2a, in which case the roller 50 would be oriented horizontally. On its end face 17 in the shifting direction VR, the longitudinal girder 4 has the anti-collision element 15, such that when the ceiling formwork 10 strikes the second support apparatus 12, the anti-collision element 15 lifts the end face 17 of the ceiling formwork 10 up to the concreting level such that the ceiling formwork 10 passes over the second support apparatus 12. For illustrative purposes, FIG. 3a shows the carriageway slab 3 having been already concreted, which is not the case in the method according to the invention since the second support apparatus 12 is placed in the shuttering position EP before the ceiling formwork 10 passes over the second support apparatus in order to reach the shuttering position and thus enable the next concreting portion 9 to be concreted.

[0049] FIG. 3b is a front view, enlarged compared with FIG. 3a, of the support apparatus 11 formed as a carriageway slab truss-out, with the lowering device 20 in the dismantling position AP. The first girder element 11a, the second girder element 11b and the third girder elements 11c1, 11c2 form the triangular steel girder construction, the second girder element 11b being configured in the form of a lifting apparatus comprising a lifting cylinder 11b2 having a lifting piston 11b1 guided therein. In the lowering device 20, a guide pin 11c3 is guided through pin guide holes in the third girder elements 11c1, 11c2 (not shown).

[0050] FIG. 3c shows the lowering devices 20, 20 shown in FIG. 2, each comprising one support head of the lowering device 20 lifted up to the concreting level and one support head of the lowering device 20 lowered relative to the concreting level, corresponding to the shuttering position EP and the dismantling position AP of the support apparatus 11, 12 provided with the respective lowering device 20, 20. The lowering device 20 and the further lowering device 20 each have a support base 18, which are arranged at the same height in the Y-direction. This is illustrated by adjustment holes 35 in each of the support bases 18 of the lowering devices 20, 20, by means of a horizontal dashed line interconnecting the two adjustment holes 35. A lifting piston 14A is guided in the support base 18 and is extended in the lowering device 20 such that the lowering device 20 and thus the second support apparatus 12 each reach the shuttering position EP. A stroke length of the lifting piston 14A thus corresponds to a vertical distance or height distance d between the dismantling position AP and the shuttering position EP in the Y-direction. The dismantling position AP is at the height of an upper end of the support base 18, as shown in the lowering device 20. The shuttering position EP is at the height of an upper end of the lifting piston 14A, as shown in the lowering device 20. The height distance between the shuttering position and the dismantling position can be 50 mm, for example. If the lowering device 20 is moved out of the dismantling position AP and placed in the shuttering position EP, it is not just the upper end of the lifting piston 14a that is raised by the height distance d between the dismantling position AP and the shuttering position EP, but so too is the roller 50 arranged on the lifting piston 14a. By moving the roller 50 out of the dismantling position AP and placing it in the shuttering position EP, the ceiling formwork 10 shiftably resting on the roller 50 can be lifted up to the concreting level.

[0051] FIG. 4 is a cross-sectional front view of one of the lowering devices 20 shown in FIG. 3b without a roller, comprising a slide 12A as an eccentric-lever holding apparatus, the lifting piston 14A being shown in the extended shuttering position EP. The lowering device 20 has a longitudinal axis (denoted by L), the lifting piston 14A and an eccentric lever 16. As in the lowering device 20 in FIG. 3c, the lifting piston 14A is in the shuttering position EP, which is shifted relative to the dismantling position AP in the Y-direction by the height difference d. The support base 18 can be in the form of a housing that encloses a mechanism of a locking apparatus, e.g. the eccentric lever 16, in a protective manner. At their free ends, both the support base 18 and the lifting piston 14A have a terminal plate, each of which forms a support head 20A. At the end of the support base 18 facing the lifting piston, stop knobs 22 can be arranged between the support base 18 and the support head 20A of the lifting piston 14A. The stop knobs 22 can be welded to an end plate 24 of the support base 18, for example. The end plate 24 has an opening (not shown) that is shaped in accordance with the circumferential shape of the cross section of the lifting piston 14A and through which the lifting piston 14A is pushed. The cross-sectional shape of the lifting piston 14A can, for example, be circular. However, embodiments having a different, in particular polygonal, preferably rectangular, cross-sectional shape can also be used. The direction of the slidable mounting of the lifting piston 14A in the support base 18 is shown symbolically by a double case 26.

[0052] The lifting piston 14A can be slid from its pushed-out working position, shown here in the form of the shuttering position EP, into the lowered position shown in FIG. 3c by the lowering device 20, in the form of the dismantling position AP, in a direction that is axial with respect to the longitudinal axis L, and can be locked in the pushed-out working position by means of the locking apparatus, e.g. the eccentric lever 16. FIG. 4 shows a lowering device 20 having a lifting piston 14A arranged in the working position, i.e. the position maximally disengaged from the support base 18 (=forward-stroke position or shuttering position). In other words, the lowering device 20 is in its supporting-function position. The parts of the locking apparatus, e.g. the eccentric lever 16, are positioned accordingly. The eccentric lever 16 rotatably secured in pivot bearings on the support base 18 is movably connected to the lifting piston 14A by means of a con rod element 32. For this purpose, the eccentric lever 16 and the lifting piston 14A each have a hole, which are used as further pivot bearings. In each of its end regions, the con rod element 32 has a pin-like rotary spindle 34. The two rotary spindles 34 are each mounted in one of the further pivot bearings of the eccentric lever 16 and lifting piston 14A.

[0053] The center of gravity of the eccentric lever 16 is located outside the rotary spindle (formed by a support shaft 30) of the eccentric lever 16, between the lifting piston 14A and the rotary spindle of the eccentric lever 16.

[0054] In FIG. 4, the hub 36 of the rotary spindle of the support shaft 30, and thus of the eccentric lever 16, and a screw nut 38 for the securing thereof, can be seen. The lifting piston 14A, the con rod element 32 and the eccentric lever 16 are arranged similarly to the construction of a reciprocating engine, with the con rod element 32 and the eccentric lever 16 forming a toggle lever 40, by means of which the lifting piston 14A is movably connected to the support base 18. In the working position shown, in the form of the shuttering position, the lifting piston 14A and the support base 18 are supported against one another by means of the eccentric lever 16. In the illustrated embodiment of the lowering device 20, this is done by means of the connection to the con rod element 32.

[0055] The eccentric-lever holding apparatus formed by the slide 12A can have a return spring 44 (integrated spring return), the slide 12A being secured to the support base 18 by means of the return spring 44, e.g. via a securing peg 46. In addition, a visible marking for distinguishing between the lowered position in the form of the dismantling position AP and the raised working position in the form of the shuttering position EP can be marked on the slide 12A. This visible marking can, for example, consist of a red and a green visual panel applied to the free end of the long leg of the slide 12A, and depending on the position of the slide 12A either only the red visual panel or both the red and green visual panels come to be located outside the housing.

[0056] The features of the invention described with reference to the embodiment shown, such as manually placing the support apparatuses in the shuttering and dismantling positions as the working positions, can also be present in other embodiments of the invention, such as placing the support apparatuses into the shuttering and dismantling positions by applying electrical, pneumatic and/or hydraulic force, unless specified otherwise or prohibited by definition for technical reasons.