Remote-Controlled Insertion of Sheathing in Inaccessible Manifolds and Junctions

In manifolds and junctions, for example in main and subsidiary piping, damage of the intersection frequently comes about, especially in water-pipes. This is mainly caused by corrosive or erosive components in the sewage water. The intersections damaged in this way represent a great risk for the ground water and thus for the drinking water of entire regions, because in this way uncontrolled, large amounts of dangerous sewage water can seep into the ground. For this reason, fissures or damage which have been established in manifolds or junctions are to be repaired as soon as possible.

Repairs to manifolds and junctions cannot be carried out with simple means, above all when the pipes have such small diameters that they are inaccessible. Up to now, there was no other option but to expose the damaged spot through excavation and to replace the pipe elements which had been damaged. There is the possibility of spraying the damaged areas with a special sealing gel, but this gel tends to become brittle and thus porous due to the formation of hairline cracks as soon as the ground water level drops, for example due to the time of year; this solution is therefore not to be recommended. The new remote-controlled installation of sheathing in inaccessible manifolds and junctions has been derived from a similar method of repair for pipes which has already been patented by the same inventor (Swiss patent application number 3808/87-7) and has already been used successfully. For this patent, a remote-controlled pipe-repairing machine is also used advantageously, which has also been patented by the same inventor and has daily proven its worth in hard use (Swiss patent application no. 1222/87-0). The remote-controlled installation of sheathing for manifolds and junctions is the logical further development of this invention.

The following are shown:

FIG. 1a is an end elevation al view of a sheathing to be installed in accordance with the present invention;

FIG. 1b is a perspective view showing the sheathing of FIG. 1;

FIG. 2a is a partially cutaway cross-sectional view showing an application device in accordance with the present invention approaching the junction of a subsidiary or branch piping and the main piping;

FIG. 2b is a partially cutaway cross-sectional view showing the application device inserted into the branch piping of FIG. 2a;

FIG. 3 is a partially cutaway cross-sectional view of the junction with the application device removed;

FIG. 4 is a partially cutaway cross-sectional view of the junction with a sealing mass injected into the damaged portion of the piping;

FIG. 5 is a block diagram of a conventional pipe-repairing machine; and

FIG. 6 is a cross-sectional view corresponding to FIG. 2b showing the cross-section of the main piping in its entirety.

The application device 1 (FIG. 2) consists principally of a bent screen 2 and a pipe-shaped, so-called balloon 3, which protrudes from the latter and essentially corresponds to an inflatable rubber hose. The sheathing 4 (FIG. 1) is now slipped over the balloon 3. This sheathing has a longitudinal slit and is compressed in such a way that the walls 5 overlap. Thus, a diameter 6 can be achieved which is smaller than the internal diameter 14 of the junction 7 of the subsidiary piping 8 (or of the manifold, which is not shown). Thus it is possible to insert the sheathing 4 into the subsidiary piping 8 thanks to the expandable balloon 3, as is shown in FIG. 2. FIG. 2a shows the application device 1 with the retracted balloon during the approach to the damaged spot through the inaccessible main piping 10, which, as already mentioned, is carried out by means of a repair machine, and FIG. 2b shows the application device 1 with the balloon 3 which has been inserted into the subsidiary pipe 8. From FIG. 2, it can also be seen that the sheathing 4 is pushed into the subsidiary piping 8 until the edge 9 makes flush contact with the screen 2 pushed onto the main piping 10. Thus, it is guaranteed that on the one hand the sheathing is not pushed too far into the subsidiary piping 8 and that on the other hand it does not protrude into the main piping 10 after the repair work has been carried out, thus reducing its serviceable diameter. Exact positioning understandably makes clean, qualitatively faultless repair of the damaged intersection 15 possible.

Incidentally, the application device 1 is a replaceable component of a remote-controlled device such as the pipe-repairing machine 18 shown in FIGS. 5 and 7 which, as already mentioned, has already been patented by the same inventor. Thus, it is possible without difficulty to feed in the compressed air to pump up the balloon 3 and to observe and control the insertion of the, sheathing from the outside by means of a video camera 19 fitted on the pipe-repairing machine.

When the sheathing 4 is placed in its exact position, the balloon 3 is pumped up with compressed air. The pressure which consequently acts on the sheathing causes a wire 11 (or more than one wire 11) to tear; this wire/these wires had previously held the slit sheathing at the diameter 6. The sheathing, which has been pre-tensed in this way, then suddenly expands and presses itself against the internal walls of the subsidiary piping 8, which had been undamaged up to then. The expansion of the sheathing and its pressing against the internal walls of the subsidiary piping 8 are supported by the pressure in the balloon 3, which continues to rise somewhat at the same time. The sheathing 4 is now held in this position, because it has been coated all around its circumference with adhesive 17 (e.g. epoxy resin or another suitable two-component adhesive) before entry into the piping. The adhesion points are freed from bacteria and unhealthy material by cleaning and mechanical surface treatment. In order to avoid a drying of the adhesion points, work is mainly done with wet adhesive glues. After the sheathing has been applied and put into position, the compressed air can be removed from the balloon 3; the application device is removed from the sheathing. The first phase of the repair has been completed. (FIG. 3)

The second phase of the repair (FIG. 4) consists of the cavity 12 between the sheathing 4 and the damaged intersection 15 being sprayed with sealing mass 16. In this, a high-pressure nozzle 13 is used (FIG. 4), which is either integrated into the application device 1 or fitted to the pipe-repairing machine already mentioned as a component part. When the damaged spot has been sealed all around, only routine subsequent work must be carried out with the pipe-repairing machine (grinding etc.). The sheathing 4 is left there as a lost sheathing. It can be produced of non-rotting and chemically resistant material. This includes stainless steels or plastics which are especially suited for sewer pipes. The use of rottable material is however to be considered: as the sheathing has fulfilled its purpose following the repair work and the sealing mass has hardened, no damage is caused if, for example, nothing can be seen of it one year after the repair. The biologically decomposable plastics, which are still in the development phase, are representatives of these rottable plastics, but there are certainly other suitable materials. Incidentally, the sheathing 4 can have various lengths, depending upon requirements, and can be produced from tubes with a longitudinal slit or from pre-bent panels. Attention must merely be paid to the fact that the spring constant of the material is large enough for the sheathing 4 to expand well after the wire 11 has torn.

The new remote-controlled sheathing installation for inaccessible manifolds and junctions makes cheap and simultaneously efficient repair work on damaged intersections possible, as the latter do not need to be exposed by excavation. Reliability is thus guaranteed by tested pipe-repairing machines with their (replaceable) components and newly developed sealing masses being used.

For the sake of completeness, it must be mentioned that the sheathing installation described can also be carried out manually, should the damaged spot be in an accessible pipe.