Drive point for a pile

Abstract

A drive point for a substantially tubular, in particular hollow cylindrical, driven pile having a pile core through which concrete can be introduced into the driven pile, wherein the drive point can be fitted onto a pile end of the driven pile, wherein at least one first supporting web with a first contact surface for an end face of the pile end is arranged on an inner wall of the drive point, wherein starting from a plane of a first bearing surface the drive point has a cavity which extends at least partially in a driving direction and into which concrete can be introduced through the pile core when the driven pile is fitted, wherein at least one concrete outlet channel is provided which connects the cavity to an upper edge of the drive point.

Claims

1. A drive point for a substantially tubular, driven pile having a pile core, through which concrete can be introduced into the driven pile, wherein the drive point can be fitted onto a pile end of the driven pile, wherein at least one first support limb with a first support surface configured to abut an end face of the pile end of the driven pile is arranged at an inside wall of the drive point, wherein, starting from a plane of the first support surface, the drive point has a cavity which extends at least partially in a driving-in direction and into which the concrete can be introduced through the pile core when the driven pile is fitted onto the pile end of the driven pile, wherein at least one concrete outlet passage is arranged along the inside wall of the drive point and, in a state in which the drive point is driven in the driving-in direction, connects the cavity to an upper edge of the drive point opposite to a tip of the drive point, the tip of the drive point extending in the driving-in direction, and wherein the end face of the pile end of the driven pile is located at a circumferential edge of the driven pile and the at least one first support limb is configured to extend from the circumferential edge of the driven pile such that the at least one first support limb is offset from a central axis of the driven pile.

2. The drive point as set forth in claim 1, wherein the drive point has a substantially rotationally symmetrical external shape, wherein an axis of rotation extends substantially in the driving-in direction.

3. The drive point as set forth in claim 1, wherein the at least one first support limb in a cross section relative to the driving-in direction is a segment of a circle or a segment of a circular ring.

4. The drive point as set forth in claim 3, wherein a circular arc of the segment of the circle or the circular ring extends over less than 340°.

5. The drive point as set forth in claim 4, wherein the circular arc of the segment of the circle or the circular ring extends over between 40° and 120°.

6. The drive point as set forth in claim 5, wherein the circular arc of the segment of the circle or the circular ring extends over between 70° and 90°.

7. The drive point as set forth in claim 1, wherein the at least one concrete outlet passage is one of a plurality of concrete outlet passages.

8. The drive point as set forth in claim 7, wherein the plurality of concrete outlet passages is three concrete outlet passages.

9. The drive point as set forth in claim 7, wherein two concrete outlet passages of the plurality of concrete outlet passages are arranged in a cross section relative to the driving-in direction along the inside wall of the drive point substantially at equal spacings relative to each other.

10. The drive point as set forth in claim 1, wherein at least one radially inwardly projecting supporting device is provided at the inside wall of the drive point for centering the driven pile and/or for positionally stable fixing thereof.

11. The drive point as set forth in claim 10, wherein the at least one radially inwardly projecting supporting device is a plurality of supporting ribs.

12. The drive point as set forth in claim 1, wherein at least one second support limb with a second support surface for an end face of another pile end is arranged at the inside wall of the drive point, wherein a spacing of the second support surface from the upper edge of the drive point in the driving-in direction is greater than a spacing of the first support surface from the upper edge of the drive point.

13. The drive point as set forth in claim 1, wherein an outside diameter of the drive point substantially continuously decreases in the driving-in direction.

14. The drive point as set forth in claim 1, wherein the drive point is in one piece.

15. The drive point as set forth in claim 1, wherein the drive point comprises cast iron.

16. The drive point as set forth in claim 1, wherein the drive point and the first support limb are in one piece.

17. The drive point as set forth in claim 1, wherein a tip of the drive point is arcuate.

18. The drive point as set forth in claim 1, wherein the drive point is continuous from a first terminal end of the drive point to a second terminal end of the drive point.

19. The drive point as set forth in claim 1, wherein the first support limb extends in the driving-in direction.

20. The drive point as set forth in claim 1, wherein the drive point consists of cast iron.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) Further details and advantages of the present invention are described by means of the specific description hereinafter. In the drawing:

(2) FIG. 1a shows a longitudinal section through a proposed drive point along the driving-in direction,

(3) FIG. 1b shows a cross-section taken along section line A-A through the drive point of FIG. 1a,

(4) FIG. 2a shows a longitudinal section of a further proposed drive point with two different support surfaces for two driven piles of different outside diameters, and

(5) FIG. 2b shows a cross-section taken along section line A-A through the driven pile of FIG. 2a.

DETAILED DESCRIPTION OF THE INVENTION

(6) FIG. 1a shows a longitudinal section through a proposed drive point 1 along a driving-in direction E and FIG. 1b shows a cross-section along section line A-A. In this example the drive point 1 is of a one-part structure and comprises ductile cast iron. The external shape of the drive point 1 is rotationally symmetrical in relation to the axis of rotation R. At an upper edge 11 the drive point 1 is of an outside diameter D greater than an outside diameter D.sub.P of a fitted-on driven pile 2. In the driving-in direction E the outside diameter D of the drive point 1 decreases in a frustoconical configuration in the direction of its end, thereby making it easier to drive in a pile foundation with fitted drive point 1.

(7) Projecting from the inside wall 5 of the drive point 1 in opposite relationship to the driving-in direction E are a plurality of first support limbs 6 which each have a first support surface 7. The first support surfaces 7 of the first support limbs 6 are disposed in this case in one plane and in total form a defined abutment for the end face 8 of a pile end 4 of a fitted-on driven pile 2. That defined abutment provides that the driven pile 2 can be fitted on to the drive point 1 in the driving-in direction E to such an extent until the end face 8 of the driven pile 2 bears against the first support surfaces 7 of the first support limbs 6. The maximum depth of insertion engagement of the driven pile 2 in the driving-in direction E is afforded by the spacing T from the upper edge 11 of the drive point 1 to the plane of the first support surfaces 7.

(8) Starting from the plane of the first support surfaces 7 provided in the drive point 1 is a cavity 9 extending in the driving-in direction E. In this example three concrete outlet passages 10 are provided between the cavity 9 and the upper edge 11 of the drive point 1. That makes it possible for concrete mortar which is introduced through the pile core 3 of the driven pile 2 and which penetrates into the cavity 9 by way of the end face 8 to pass in production of a pile foundation by way of the concrete outlet passages 10 to the outside wall of the driven pile 2, thus permitting the production of a shaft pressure grouting.

(9) FIG. 1b shows a cross-section along line A-A in FIG. 1a through the drive point 1 of FIG. 1a. It can be clearly seen from this view that the abutment for the end face 8 of the driven pile 2, which is arranged at the spacing T from the upper edge 11 of the drive point 1 in the driving-in direction E, is formed by a total of three first support surfaces 7. In this case each of the three first support limbs 6 is in the form of a segment of a circular ring in a cross-section relative to the driving-in direction E. In this case the circular arc 12 of each segment of the circular ring extends over a respective angular range of 80° and the three circular arcs 12 are arranged distributed uniformly along a notional circle.

(10) A concrete outlet passage 10 is arranged between two respective first support limbs 6. In this case two respective concrete outlet passages 10 are arranged substantially at equal spacings relative to each other along the inside wall 5 of the drive point 1. Each concrete outlet passage 10 extends over an angle range of 40° along the inside wall 5. A plurality of supporting ribs are arranged as supporting devices 13 at the inside wall 5 for centering the driven pile 2 and/or for positionally stable fixing thereof.

(11) FIG. 2a shows a possible development of the drive point 1 of FIG. 1a. Besides first support limbs 6 for a first driven pile 2 this embodiment additionally has second support limbs 6′ for a second driven pile 2′ of a different outside diameter D.sub.P′ relative to the driven pile 2. Each second support limb 6′ has a second support surface 7′, wherein the total of the second support surfaces 7′ forms a defined abutment for the end face 8′ of the second driven pile 2′. In the driving-in direction E the spacing T′ of the second support surfaces 7′ from the edge 11 of the drive point 1 is greater than the spacing T of the first support surfaces 7 from the edge 11 of the drive point 1. It will be appreciated that it will also be possible for both support surfaces 7, 7′ to be in the same plane. In that case it would only be necessary for the width of a support surface 7, 7′ in the radial direction to be selected to be of such a size that it is suitable for the entire band width of the outside diameters D.sub.P, D.sub.P′ of the driven piles 2, 2′ to be employed.

(12) FIG. 2b shows the drive point 1 of FIG. 2a in a cross-sectional view along section line A-A. It is to be seen in this respect that the support surfaces 7, 7′ corresponding to the different outside diameters D.sub.P, D.sub.P′ of the driven piles 2, 2′ are of a different radial spacing relative to the axis of rotation R of the drive point 1. The structural configuration of the illustrated drive point 1 however is otherwise similar to the drive point 1 in FIG. 1b.