PILE-DRIVING DEVICE AND METHOD FOR DRIVING INTO A GROUND
20200283981 ยท 2020-09-10
Assignee
Inventors
- Dimitri Shevtsov (Augsburg, DE)
- Robert Kulzinger (Hollenbach, DE)
- Stefan Zepmeisel (Baar-Ebenhausen, DE)
- Josef Stockl (Holzheim, DE)
Cpc classification
E02D13/00
FIXED CONSTRUCTIONS
E02D5/16
FIXED CONSTRUCTIONS
E02D11/00
FIXED CONSTRUCTIONS
International classification
Abstract
The invention relates to a pile-driving device and a method for driving driving material into a ground, wherein, for the purpose of driving-in, the driving material is clamped and held by means of a clamping means on a pile-driving power unit and prior to clamping the driving material is connected by means of a flexible securing element, in particular a securing chain, to the pile-driving power unit. In accordance with the invention a pressing element is provided which is displaced relative to the pile-driving power unit towards the driving material and, in doing so, a pressing force is applied onto an upward-directed front face of the driving material.
Claims
1. Pile-driving device for driving a driving material into a ground, having a pile-driving power unit which is arranged in a vertically movable manner and has a clamping means for clamping and holding the driving material, and a flexible securing element, in particular a securing chain, with which the driving material can be connected to the pile-driving power unit prior to clamping, wherein a pressing element is provided which is supported in a displaceable manner relative to the pile-driving power unit and designed for applying a pressing force onto an upward-directed front face of the driving material prior to clamping.
2. Pile-driving device according to claim 1, wherein the pressing element is designed with a passage, through which clamping of the driving material by the clamping means is enabled when the pressing element is in abutment.
3. Pile-driving device according to claim 1, wherein the pressing element is of fork-shaped design.
4. Pile-driving device according to claim 1, wherein the pressing element is displaceable by means of a positioning cylinder which is arranged between the pile-driving power unit and the pressing element.
5. Pile-driving device according to claim 1, wherein the pressing element is displaceable along a linear guide which is arranged on a mast or the pile-driving power unit.
6. Pile-driving device according to claim 1, wherein the pile-driving power unit is designed as a vibrator with rotatable imbalance elements or as a pile-driving hammer with a pulse element capable of being driven in a linearly reversible manner.
7. Pile-driving device according to claim 1, wherein a test unit is provided which is designed to establish if the flexible securing element is attached between the driving material and the pile-driving power unit.
8. Pile-driving device according to claim 1, wherein a mobile carrier implement is provided, on which the pile-driving power unit is arranged in a vertically movable manner by means of a carriage on a mast or by means of a support rope.
9. Method for driving or extracting driving material into or from a ground, in particular by way of a pile-driving device according to claim 1, wherein the driving material is clamped and held by means of a clamping means on a pile-driving power unit and the driving material is connected by means of a flexible securing element, in particular a securing chain, to the pile-driving power unit, wherein a pressing element is provided which is displaced relative to the pile-driving power unit towards the driving material and, in doing so, a pressing force is applied onto an upward-directed front face of the driving material.
10. Method according to claim 9, wherein the driving material is held by the pressing element in a clamping position, in that subsequently the pile-driving power unit is moved towards the driving material and in that the driving material is clamped by means of the clamping means and held on the pile-driving power unit for driving-in.
11. Method according to claim 10, wherein subsequently, for driving-in, the pressing element is released and spaced apart from the driving material.
12. Method according to claim 9, wherein by means of the pressing element a position of the driving material is adjusted and brought into a clamping position.
13. Method according to claim 9, wherein with pressing force being applied by the pressing element onto the driving material, the pile-driving power unit assumes a test position, in which the flexible securing element between the driving material and the pile-driving power unit is tensioned, and in that a test unit establishes if the flexible securing element is located between the driving material and the pile-driving power unit in the test position.
14. Method according to claim 13, characterized in that the test unit issues a warning signal if it is established that no flexible securing element (30) is located between the driving material (5) and the pile-driving power unit (20).
15. Method according to claim 13, wherein the test unit prevents clamping by means of the clamping means, driving-in or extraction of the driving material if it is established that no flexible securing element is located between the driving material and the pile-driving power unit.
16. Method according to claim 14, wherein the test unit prevents clamping by means of the clamping means, driving-in or extraction of the driving material if it is established that no flexible securing element is located between the driving material and the pile-driving power unit.
Description
[0031] The invention is described further hereinafter by way of preferred embodiments illustrated schematically in the drawings, wherein show:
[0032]
[0033]
[0034]
[0035]
[0036]
[0037]
[0038]
[0039]
[0040]
[0041]
[0042] The basic construction of a pile-driving device 10 is explained in conjunction with
[0043] To receive a driving material 5, which can be a sheet pile or a steel beam in particular, the pile-driving power unit 20 is displaced along the mast 18 into a lower receiving position illustrated in
[0044] To hoist and clamp the pile-shaped driving material 5 the pile-driving power unit 20 is displaced upwards along the mast 18 with the linear guide 19 via a non-depicted rope drive or a hydraulic cylinder, as illustratively depicted in
[0045] The upward movement of the pile-driving power unit 20 with the suspended driving material 5 takes place until the bar-shaped driving material 5 has been hoisted or erected vertically, with a lower end of the driving material 5 resting on the ground. In this position illustrated in
[0046] With the pressing element 42 abutting against the driving material 5, as illustrated in
[0047] According to
[0048] Conversely, by means of the pile-driving device 10 an extraction of the driving material 5 from the ground can also be carried out. In this process, an upper end of the driving material 5 projecting from the ground is clamped by the clamping means 24 of the pile-driving power unit 20, wherein for reasons of work safety the flexible securing element 30 is attached simultaneously or with a time lag between the receiving part 22 of the pile-driving power unit 20 and the driving material 5. In particular by generating targeted vibrations it is thus possible through upward movement of the pile-driving power unit 20 that the driving material 5 is reliably extracted from the ground. Afterwards, the clamping means 24 is released so that the driving material 5 is again solely connected via the flexible securing element 30 to the pile-driving power unit 20.
[0049] For reasons of work safety, it is essential that during the release of the clamping means 24 certainty prevails that the driving material 5 is in fact still secured via the flexible securing element 30 to the pile-driving power unit 20, as illustratively depicted in
[0050] To reliably verify this provision is made in the pile-driving device 10 according to the invention for a non-depicted test unit. By way of this, before release of the clamping means 24, the fork-shaped pressing element 42 of the pressing unit 40 is displaced relative to the pile-driving power unit 20 in the downward direction from the withdrawn standby position until the pressing element 42 abuts against the upper front face 7 of the driving material 5. Through this, the pressing element 42 exerts a defined retention force onto the driving material 5 in the downward direction so that this is secured in the vertical position. The clamping means 24 can now be released and the pile-driving power unit 20 can be displaced upwards by a defined distance and/or with a defined retraction force until the flexible securing element 30 reaches a tensioned state again. In case of a properly attached flexible securing element 30 a defined tension builds up in this process which can be established by means of the test unit.
[0051] If a corresponding tension is present this is a clear indication that the flexible securing element 30 is properly attached and the driving material 5 is thus reliably connected via the flexible securing element 30 to the pile-driving power unit 20. If the tension or tensile force is not established by the test unit, this may be an indication that a correct securing of the driving material 5 by the flexible securing element 30 is not ensured. A warning signal can then be issued by the test unit and a securing procedure or a blockage of the further operation can be carried out. In particular, in such a case the pressing element 42 remains pressed against the front face 7 of the driving material 5 in order to secure the driving material 5 in the vertical position until, for example, adequate additional securing is attached between the pile-driving power unit 20 and the driving material 5.
[0052] As a matter of course, this verification can also be carried out as early as before extraction of a driving material located in the ground.
[0053] The pressing unit 40 according to the invention with the pressing element 42 is illustrated in greater detail in
[0054] By preference, the two pressing arms 45 are pivotably supported about a vertical axis on the base body 44. Moreover, on their undersides the pressing arms 45 have contact sections 43 for contacting the driving material. The contact sections 43 are preferably supported in a shiftable manner along the pressing arms 45. On a rear side of the base body 44 of the pressing element 42 a guide shoe 48 is designed which interacts with the linear guide 19 on the mast 18.
[0055] In
[0056] In
[0057] To erect the driving material 5, which is a sheet pile in the embodiment, the flexible securing element 30 is initially guided through a securing hole 6 while the driving material 5 is in a horizontal position. The flexible securing element 30, which is a steel rope in the embodiment, is fixed with its two ends on a receiving part 22 of the pile-driving power unit 20. The driving material 5 can now be hoisted into a vertical by pulling up the pile-driving power unit 20 by means of the crane hook 17, which is fixed on a crane, in particular a crawler crane, until the driving material 5 rests vertically on the ground. In this state a bracket-shaped pressing element 42 of a pressing unit 40 can then be moved downwards from a withdrawn position on the pile-driving power unit 20. This can be effected by means of two lateral positioning cylinders 50 that are arranged between the base frame 21 and the pressing element 42.
[0058] In doing so, contact sections 43 supported in a transversely shiftable manner on the underside of the pressing element 42 come into contact with a front face 7 of the driving material 5 and thereby press the driving material 5 with a defined force against the ground. This ensures a reliable positional securing or tilt protection of the driving material 5 irrespective of a lateral outer contour, as illustrated in
[0059] According to
[0060] Before commencement of the actual pile-driving process the positioning cylinders 50 are retracted further, whereby the pressing element 42 reaches a withdrawn position, in which the contact sections 43 are spaced apart from the front face 7 of the driving material 5. To achieve sufficient advancing force a corresponding superimposed load can be provided on the base frame 21 of the pile-driving power unit 20. Due to the overall weight of the pile-driving power unit 20 in combination with the generated vibratory movement the driving material 5 can thus be driven into a ground.