CONCRETE TUBE AND FORMWORK DEVICE AND METHOD FOR PRODUCING SUCH A CONCRETE TUBE

Abstract

The invention relates to a method for producing a concrete tube (12) for a hyperloop passenger transport system. The concrete tube (12) is concreted in situ by means of a formwork device (10). The formwork device (10) has a formwork carriage (34) which moves forwards during concreting. The formwork carriage (34) has an inner form (20) and an outer form (22) for shuttering the concrete tube (12). An interspace (24) between the inner form (20) and outer form (22) is filled, in particular continuously, with concrete (32). The solidified concrete tube (12) can be supported on pillars (58a, 58b) via bearings. The freshly solidified portion of the concrete tube (12) is preferably supported on the inside by inner rollers (52a, 52b) and on the outside by outer rollers (54a). In order to support the formwork carriage (34) on the pillars (58a, 58b), the formwork device (10) can have supporting rollers (56a, 56b). The invention further relates to the formwork device (10) for implementing the method and to the concrete tube (12) produced by the method for the hyperloop passenger transport system

Claims

1. Formwork device (10) for producing a horizontal concrete tube (12) using a cast-in-place concrete construction, wherein the formwork device (10) comprises a formwork carriage (34) that is horizontally movable on spaced-apart columns (58a-d) and has an outer mold (22) and an inner mold (20) that delimit a space (24), wherein concrete (32) is introduced into the space (24) by means of a filling connection (28) to form the concrete tube (12), and wherein the formwork device (10) comprises an end element (26) for closing the space (24) at the end.

2. Formwork device according to claim 1, in which the filling connection (28), in particular comprising a filling funnel (30), makes it possible to fill the space (24) from above the inner mold (20).

3. Formwork device according to claim 1 or 2, in which the angle (a) of the end element (26) can be adjusted relative to the horizontal (38) to a limited extent.

4. Formwork device according to any of the preceding claims, in which the inner mold (20) has a cylindrical lateral outer surface (44) and the outer mold (22) has a cylindrical lateral inner surface (46), in order to produce the concrete tube (12) with an annular or oval cross section.

5. Formwork device according to any of the preceding claims, in which the formwork carriage (34) has an inner supporting structure (48) to which the inner mold (20) is fastened and has an outer supporting structure (50) to which the outer mold (22) is fastened.

6. Formwork device according to claim 5, in which the inner supporting structure (48) comprises a truss assembly and/or the outer supporting structure (50) comprises a truss assembly.

7. Formwork device according to claim 5 or 6, in which the inner supporting structure (48) comprises an inner roller (52a-d) for being supported on the inside of the concrete tube (12) and/or the outer supporting structure (50) comprises an outer roller (56a-b) for being supported on the outside of the concrete tube (12).

8. Formwork device according to any of claims 5 to 7, in which the formwork device (10) comprises a support roller (56a-b), by means of which the formwork carriage (34) can be supported on one of the columns (58a-d).

9. Formwork device according to any of the preceding claims, in which the formwork device (10) comprises an outer support (62a-b) for supporting the outer mold (22), the outer support (62a-b) being movable, in particular hydraulically, in order to be able to pass by one of the columns (58a-d) when the formwork carriage (34) advances horizontally.

10. Formwork device according to any of the preceding claims, in which the formwork device (10) comprises a concrete tube support (66a-b) for supporting the concrete tube (12), the concrete tube support (66a-b) being movable, in particular hydraulically, in order to be able to pass by one of the columns (58a-d).

11. Formwork device according to any of the preceding claims, in which the formwork device (10) comprises a drive (60), in particular in the form of an advancing hydraulic cylinder, in order to move the formwork carriage (34) horizontally forward when pouring concrete.

12. Method for producing a horizontal concrete tube (12) using a cast-in-place concrete construction by means of a formwork device (10) according to any of the preceding claims, in which concrete (32) is introduced into the space (24) in order to form the concrete tube (12).

13. Method according to claim 12, in which the formwork carriage (34) is continuously moved horizontally forward by more than 20 m when pouring a concrete tube portion.

14. Method according to claim 13, in which the advancing speed is between 2 cm/min and 6 cm/min, in particular between 3 cm/min and 5 cm/min.

15. Concrete tube (12) using a cast-in-place concrete construction for accommodating a passenger transport means, wherein the longitudinal axis of the concrete tube (12) extends horizontally, and the concrete tube (12) has a seam-free length of greater than 20 m, in particular of greater than 200 m, and a minimum clear width of greater than 3 m.

Description

[0045] FIG. 1 is a schematic sectional view of a part of a formwork device when a concrete tube is being produced;

[0046] FIG. 2a is a complete side view of the formwork device from FIG. 1;

[0047] FIG. 2b is an enlarged partial view of the dashed region of the formwork device from FIG. 2a;

[0048] FIG. 2c is a partial sectional view of the end face (from the left) of the formwork device from FIG. 2a;

[0049] FIG. 2d is a view of the end face of the formwork device according to FIG. 2c, with the part of the formwork device for introducing the concrete being positioned in the region of a column;

[0050] FIG. 2e is a partial sectional view of the end face of a part of the formwork device, with the part of the formwork device supporting the finished concrete tube;

[0051] FIG. 2f is a view of the end face of part of the formwork device according to FIG. 2e in the region of a column; and

[0052] FIG. 2g is an enlarged partial view of the dashed region from FIG. 2f.

[0053] FIG. 1 shows a formwork device 10 for producing a concrete tube 12 from cast-in-place concrete. The concrete tube 12 has a fixed end 14 and a free end 16. The free end 16 is extended by formwork 18.

[0054] The formwork 18 has an inner mold 20 and an outer mold 22. The inner mold 20 and the outer mold 22 define a space 24. The space 24 is closed at the free end 16 by an end element 26. The formwork 18 comprises, above the outer mold 22, a filling connection 28, in this case comprising a filling funnel 30.

[0055] Concrete 32 is poured into the filling connection 28 and spreads out within the space 24. At the same time, a formwork carriage 34, which comprises the formwork 18, is moved away from the fixed end 14. As a result, the set part of the concrete tube 12 is pulled out of the space 24 and the concrete tube 12 is extended in the space 24 by freshly setting concrete 32.

[0056] The formwork carriage 34 has a longitudinal axis 36 that extends in the horizontal 38. Preferably, the longitudinal axis 36 of the formwork carriage 34 is congruent with the longitudinal axis of the concrete tube 12 or extends in parallel with the longitudinal axis of concrete tube 12. When pouring concrete, the formwork carriage 34 is moved substantially in the direction of the extended longitudinal axis 36. In this case, bends in the concrete tube produced have a minimum radius of greater than 10,000 m, in particular of greater than 15,000 m, preferably of greater than 20,000 m.

[0057] The inner mold 20 and the outer mold 22 are set back in parallel with the longitudinal axis 36 on the lower side of the formwork 18 opposite the upper side of the formwork 18. The in particular planar end element 26 has an angle of 0°<α<90° to the horizontal 38. As a result, the difference in distance between the filling connection 28 and the solidification front in the upper part of the space 24 or the lower part of the space 24 can be compensated for at least in part. In FIG. 1, for illustration, the upper and lower solidification fronts are indicated by the signs E.sub.1 and E.sub.2. In order to make it possible to more effectively control the difference between the solidification fronts E.sub.1, E.sub.2 in the upper part of the concrete tube 12 and the lower part of the concrete tube 12, the angle α of the end element 26 relative to the horizontal 38 can be adjusted, as shown in FIG. 1 by a double-headed arrow 40. To do this, the end element 26 may for example comprise a joint 42 at the lower end.

[0058] The inner mold 20 has a cylindrical lateral outer surface 44 and the outer mold 22 has a cylindrical lateral inner surface 46. The concrete tube 12 produced therefore has an annular cross section.

[0059] The inner mold 20 is attached to an inner supporting structure 48, and the outer mold 22 is attached to an outer supporting structure 50. For reasons of clarity, the inner supporting structure 48 and the outer supporting structure 50 are dashed. The inner supporting structure 48 supports the freshly produced concrete tube 12 on the inside by means of inner rollers, of which the inner rollers 52a, 52b are shown in FIG. 1 for reasons of clarity. The outer supporting structure 50 supports the freshly produced concrete tube 12 on the outside by means of outer rollers, of which the outer roller 54a is shown in FIG. 1 for reasons of clarity.

[0060] The inner supporting structure 48 and the outer supporting structure 50 are supported in the downward direction by support rollers, of which the support rollers 56a, 56b are shown in FIG. 1 resting on columns 58a, 58b. The columns 58a, 58b are preferably cast in concrete and are shown FIG. 1 by dashed lines and significantly reduced in size for reasons of clarity.

[0061] At least one stranded wire for preloading the concrete tube 12 may be arranged at the fixed end of the concrete tube 12.

[0062] FIG. 1 shows, by way of example, a drive 60, which is in the form of an advancing hydraulic cylinder that makes it possible to move the formwork carriage 34 forward.

[0063] FIG. 2a is a side view of the formwork device 10. In this figure, the formwork carriage 34 extends over four columns 58a, 58b, 58c, 58d. The columns 58a-d are between 5 m and 30 m tall, and spaced apart by between 10 m and 60 m, in particular between 30 m and 60 m. The inner supporting structure 48 and outer supporting structure 50 each extend over a length of greater than 50 m. The inner supporting structure 48 trails by greater than 60% relative to a filling connection 28.

[0064] The outer supporting structure 50 leads by greater than 20%, in particular greater than 30%, relative to the filling connection 28.

[0065] FIG. 2b shows a detail of the formwork device 10 from FIG. 2a in the region of the filling connection 28. The upper cross section and the lower cross section of the concrete tube 12 can be seen in FIG. 2b. The concrete tube 12 is supported from the inside by inner rollers, of which only the inner rollers 52a, 52b are provided with a reference sign in FIG. 2b for reasons of clarity. A plurality of support rollers for supporting the formwork carriage 34 are also visible in FIG. 2b, of which only the support rollers 56a, 56b are provided with a reference sign in FIG. 2b for reasons of clarity.

[0066] FIG. 2c is a partial sectional end view of the formwork device 10 together with the inner supporting structure 48, the outer supporting structure 50 and the filling funnel 30. The inner supporting structure 48 supports the inner mold 20 and the outer supporting structure 50 supports the outer mold 22. The concrete tube 12 is visible between the inner mold 20 and the outer mold 22. From considering FIGS. 2a, 2b and 2c together, it can be seen that both the inner supporting structure 48 and the outer supporting structure 50 comprise a truss assembly. This ensures high stability of the formwork device 10 with a relatively low weight.

[0067] The outer supporting structure 50 may comprise at least one outer support, in this case a plurality of outer supports 62a, 62b, for supporting the outer mold 22.

[0068] FIG. 2d shows the formwork device 10 according to FIG. 2c in the region of a column 58a. As can be seen from considering FIGS. 2c and 2d together, the outer supports 62a, 62b would collide with the column 58a in the position according to FIG. 2c. In FIG. 2d, the outer supports 62a, 62b are moved, in this case pivoted, out of the region of mutually aligned columns 58a-d (see FIG. 2a). Here, the outer supports 62a, 62b are each moved by a hydraulic drive 64a, 64b, which is not explicitly shown in FIG. 2d.

[0069] FIG. 2e shows the formwork device 10, which is positioned behind the inner mold 20 and the outer mold 22 (see FIG. 2c) relative to the advancing direction of the formwork device 10. In this case, the formwork device 10 comprises at least one concrete tube support, in this case two concrete tube supports 66a, 66b. The concrete tube support 66a and/or the concrete tube 66b support may comprise an outer roller 54a, in order to support the concrete tube 12. In FIG. 2e, only the outer roller 54a is visible. Preferably, the concrete tube supports 66a, 66b alternately comprise an outer roller 54a in the advancing direction.

[0070] According to FIG. 2e, the inner rollers 52a, 52b, 52c, 52d may be in the form of conical rollers or spherical rollers.

[0071] Similarly to FIG. 2d, FIG. 2f shows the position of a portion of the formwork device 10 in the region of a column 58b. In order to prevent a collision with the column 58b when the formwork carriage 34 moves forward, the concrete tube supports 66a, 66b are pivoted away. Hydraulic drives 64c, 64d, which are not explicitly shown in FIG. 2f, are provided on the formwork carriage 34 for this purpose.

[0072] FIG. 2f also shows a bearing 68, which, in particular in the form of a poured concrete bearing, supports the concrete tube 12 on the column 58b. The bearing 68 is preferably produced after the portion of the concrete tube 12 is produced in the region of the bearing 68.

[0073] FIG. 2g shows a detail from FIG. 2f. FIG. 2g shows, by way of example, the supporting of the formwork carriage 34, in this case the outer supporting structure 50, on an outer shoulder 70 of the column 58b. It is supported here by a support roller 56a.

[0074] When considering all figures of the drawings together, the invention relates in summary to a method for producing a concrete tube 12 for a hyperloop passenger transport system. The concrete tube 12 is poured in place by means of a formwork device 10. The formwork device 10 comprises a formwork carriage 34, which moves forward while the concrete is being poured. The formwork carriage 34 has an inner mold 20 and an outer mold 22 for forming the concrete tube 12. A space 24 between the inner mold 20 and the outer mold 22 is filled with concrete 32, in particular continuously. The set concrete tube 12 can be supported on columns 58a-d by bearings 68. The freshly set portion of the concrete tube 12 is preferably supported on the inside by inner rollers 52a-d and on the outside by outer rollers 54a. The formwork device 10 may comprise support rollers 56a, 56b for supporting the formwork carriage 34 on the columns 58a-d. The invention further relates to the formwork device 10 for carrying out the method and to the concrete tube 12 produced using the method for the hyperloop passenger transport system.