Intelligent construction control method and system for jet grouting pile based on stratum information inversion
US-12559897-B2 · Feb 24, 2026 · US
US9816245B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9816245-B2 |
| Application number | US-201615173944-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jun 6, 2016 |
| Priority date | Jul 3, 2015 |
| Publication date | Nov 14, 2017 |
| Grant date | Nov 14, 2017 |
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A filling tube for producing a column of filling material in the ground with a tube body. A closing device has at least one support element, which is arranged in a central region at a lower end of the tube body, and, in a closed position, closing flaps rest against the at least one support element.
Opening claim text (preview).
The invention claimed is: 1. Filling tube for producing a column of filling material in the ground with a tube body, at the lower end of which pivotably linked closing flaps are arranged, which, on introduction of the filling tube into the ground, assume a closed position, in which the tube body is closed in the downward direction and the closing flaps form a penetrating tip, and, on withdrawal of the filling tube from the ground, assume an open position, wherein the tube body is open in the downward direction and filling material can be fed from the tube body into the ground in order to form the column of filling material, wherein the closing flaps have at least one support element, which is arranged in a central region at a lower end of the tube body, in the closed position the closing flaps rest against the support element, the support element is designed as a central shaft, which is vertically arranged and fixed via cross-braces on the tube body, the support element has at least one upper vertical end, which is tapered, and a curved lower end, the closing flaps are curved shell-shaped closing flaps, the curved shell-shaped closing flaps comprise a curvature in an axial view direction along the longitudinal filling tube axis, the curved shell-shaped closing flaps provide for an oval shape in a cross sectional view along the longitudinal axis of the filling tube in a closed position, and the support element is tapered in an upward direction. 2. Filling tube according to claim 1 , wherein the support element is designed as a beam-shaped bar, which extends transversely across the lower end of the tube body and is fixed on both sides of the tube body. 3. Filling tube according to claim 1 , wherein the closing flaps have three or more closing flaps, which are arranged so as to be distributed around the circumference of a lower edge of the tube body. 4. Filling tube according to claim 1 , wherein four closing flaps are provided. 5. Filling tube according to claim 1 , wherein the closing flaps are formed of sheet steel. 6. Filling tube according to claim 1 , wherein the closing flaps are each pivotably connected via a joint pin to the tube body. 7. Filling tube according to claim 1 , wherein the tube body is of oval or angular design in cross section. 8. Filling tube according to claim 1 , wherein a diameter of the tube body amounts to 0.5 m or larger. 9. Filling tube according to claim 1 , wherein a funnel region with an enlarged diameter is provided, which is arranged at an upper end of the tube body. 10. Device for producing a column of filling material in the ground with a mast, along which a filling tube is movable in a substantially vertical manner, and a vibratory drive for installing the filling tube through vibration into the ground, wherein a filling tube according to claim 1 is provided. 11. Method for producing a column of filling material in the ground, the method comprising: introducing a filling tube into the ground under application of vibrations, on withdrawing the filling tube, opening closing flaps at the lower end of the filling tube and feeding a filling material into the ground in order to form the column of filling material, and using a filling tube according to claim 1 .
making without use of mouldpipes or other moulds · CPC title
Cast, i.e. in situ or in a mold or other formwork · CPC title
Granulates · CPC title
Concrete · CPC title
by inserting stones or lost bodies, e.g. compaction piles (sand drains for soil compaction E02D3/10; stressing soil while forming foundations E02D27/28) · CPC title
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