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A driving pipe and method for the construction of an essentially horizontal pipeline, whose wall is made at least primarily of concrete polymer. At least sections of the wall of the concrete polymer pipe are made of a liquid-permeable filter material consisting of polymer-bound, gravel-like particle

A driving pipe and method for the construction of an essentially horizontal pipeline, whose wall is made at least primarily of concrete polymer. At least sections of the wall of the concrete polymer pipe are made of a liquid-permeable filter material consisting of polymer-bound, gravel-like particles.

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1. A driving pipe for the construction of an essentially horizontal pipeline, whose wall comprises a concrete polymer, wherein one or more sections of the wall of the concrete polymer pipe are made of a liquid-permeable filter material comprising gravel-sized particles being bound by a binder materi

1. A driving pipe for the construction of an essentially horizontal pipeline, whose wall comprises a concrete polymer, wherein one or more sections of the wall of the concrete polymer pipe are made of a liquid-permeable filter material comprising gravel-sized particles being bound by a binder material, and wherein the wall of the pipe and the filter material of the one or more sections are formed to withstand the forces which occur during the driving process. 2. The driving pipe according to claim 1, wherein the wall of the concrete polymer pipe is provided with at least one perforation, which is filled by the liquid-permeable filter material. 3. The driving pipe according to claim 2, wherein the perforations are designed as essentially radially arranged holes, each of the holes being filled by a plug made of filter material. 4. The driving pipe according to claim 3, wherein the holes of the driving pipe are arranged in rows running in the longitudinal and circumferential directions and the holes in one row are offset relative to the holes in the two adjacent, parallel rows. 5. The driving pipe according to claim 4, wherein the holes have a diameter of roughly 2.5 cm. 6. The driving pipe according to claim 4, wherein the holes in one row are spaced roughly 10.0 cm apart in a pipe with an inside diameter of 400 mm. 7. The driving pipe according to claim 3, wherein the holes have a diameter of roughly 2.5 cm. 8. The driving pipe according to claim 2, wherein the at least one perforation is configured to be a strip-shaped perforation running in the longitudinal direction of the pipe essentially parallel to the longitudinal axis of the pipe, and wherein each of the perforations is filled by correspondingly shaped strips made of filter material. 9. The driving pipe according to claim 2, wherein the at least one perforation in the wall of the pipe tapers from the outside toward the inside. 10. The driving pipe according to claim 1, wherein the wall of the pipe is provided in its longitudinal direction with a circumferential section, which is closed and forms a continuous flow channel for the liquid seeping into the pipe. 11. The driving pipe according to claim 1, wherein the filter material also comprises concrete polymer. 12. A driving pipe for the construction of an essentially horizontal pipeline, whose wall comprises a concrete polymer, wherein one or more sections of the wall of the concrete polymer pipe are made of a liquid-permeable filter material comprising gravel-sized particles being bound by a binder material, and wherein the wall of the pipe and the filter material of the one or more sections are formed to withstand the forces which occur during the driving process, and wherein the filter material consists of the particles that are bonded by a polymer-binder. 13. A method for constructing a seepage pipeline for collecting and draining liquids from the material surrounding the pipeline comprising the step of constructing the seepage pipeline by the driving method, using driving pipes having a wall comprising concrete polymer, wherein one or more sections of the wall of the concrete polymer pipe are made of liquid-permeable filter material comprising gravel-sized particles being bound by a binder material, and wherein the wall of the pipe and the filter material of the one or more sections are formed to withstand the forces which occur during the driving process.