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(Image: Paltem-PAL process - Structure of the liner hose with reference to [FI-Ashima] [Image: S&P GmbH])

The Paltem process [FI-Ashima] introduced in Japan in 1981 is offered in various variations for lining gas and water piping as well as sewers.

The liner hose conceived for the sewage sector possesses the following structure (Bild 5.3.2.4.1.1.2) :

  • Elastomer protective lining (polyester, polyurethane);
  • Seamless woven carrier hose of polyester fibres;
(Image: Phoenix process [FI-Phoenb] - Structure of the liner hose)

The Phoenix process comes from Japan where it was originally developed as an earthquake-resistant lining for gas piping.

In a further developed form that has been adapted to European standards, it is used in the Federal Republic of Germany for, among others, the rehabilitation of gravity sewers of all pipe materials with circular cross section DN 150 to DN 1000 or the equivalent ovoid …

The patented Inpipe process [FI-Inpip] has been in use in Germany since 1989 in the nominal size range DN 150 to DN 300 (in other countries up to DN 400) with section of the sewer lengths up to 100 m [FI-Teerb].

It is featured by a seamless, multi-layer hose that is manufactured in a special process of endless glass fibres and, for increasing the ring strength, is designed to have on its inner side, one or several glass fibre mats.

The inner and outer …

(Image: KM-Inliner process with reference to [FI-KMG] - Sketch of principle of pulling-in the liner [Image: S&P GmbH])
(Image: KM-Inliner process [FI-KMG] - Pulling-in the carrier hose through the manhole)
(Image: KM-Inliner process [FI-KMG] - Pulling-in the carrier hose out of the vehicle with cooling system)

The KM liner process was developed by the Kanal-Müller-Gruppe [FI-KMG] [NN86c] in the year 1985 and patented (Patent No. 3513956).

The …

(Image: Light source)
(Image: T-Liner process - Light source with infra-red camera [FI-UVRel])

After completing the pulling, both ends are provided at the manholes with sealing packers. These packers possess removable flaps for insertion of the light train as well as for the insertion of the supply cable and the winch cable already fitted at the works (Bild 5.3.2.4.1.2.2).

After insertion and connecting the light train to the winch cable and power …

After completing the light hardening, the PE/PA internal foil is removed.

The necessary completion work and testing is identical to the Insituform process (Abschnitt 5.3.2.4.1.1.1.4).

The Softlining and the Berolina Liner processes are very similar to the T-Liner process and the two processes are identical. After pulling-in, the ends are closed with packers, expanded by compressed air and pressed against the inner wall of the sewer. After completion …

(Image: Structure of a T-Liner)

The T-Liner process is utilised independently of piping material for circular cross sections in the nominal size range DN 150 to DN 850 and sewer lengths, depending on nominal size, up to 180 m. The lining of equivalent ovoid cross sections is possible.

The carrier material is a prepared hose of overlapping and displaced courses of glass and, if required, synthetic fibres, that are bordered by inner and outer protective …

The Paltem S-Z Process [FI-Subte] [FI-Ashimb] and the Multiliner [FI-Rocas] work on the same principle. In both cases the multi-layer hose, produced by overlapping and soaked with resin, are expanded with compressed air and hardened by the introduction of steam at approx. 70° C or 110° C.

According to information from the manufacturer, the Paltem S-Z process can presently be utilized in sewers with ovoid and circular cross sections in the nominal …

The Insituform-KAS process corresponds in principle with the Insituform process mentioned above.

An entry manhole or a correspondingly large space in the building is always required for the inversion of the UP or EP resin soaked prefabricated liner hose of needle felt.

To save space, an enclosed cylindrical pressure vessel or a pressure hose is used in the place of the inversion scaffold. The impregnated liner is kept in this vessel or hose and from …

(Image: Remote controlled lateral rehabilitation with the Insituform process (FAS) [FI-Insit] [Dilg98])

The Insituform FAS process is based on a further development of the top hat profile technique and can, among others, also be carried out directly from the sewer.

In this case, an installation module is coupled to a pressure hose and in this a UP resin soaked liner hose pulled into a supporting hose is situated. A plastics form piece (flange) is fitted …

In the KM-Houseliner process, the liner hose consists of an approx. 3 mm thick glass fibre knitted hose that is soaked by a mobile roller apparatus in-situ with a cold hardening epoxy resin specially developed for adhesion on a moist pipe (Bild 5.3.2.4.1.3.3) (Bild 5.3.2.4.1.3.3) (Bild 5.3.2.4.1.3.3) (Bild 5.3.2.4.1.3.3) (Bild 5.3.2.4.1.3.3) (Bild 5.3.2.4.1.3.3) (Bild 5.3.2.4.1.3.3).

(Image: KM-Houseliner working steps [FI-KMG] - Pulling the glass …

The Brawoliner process is based on a carrier hose of 100 % polyester impregnated with cold-hardening epoxy resin and an integrated foil hose that is originally on the outside.

According to the manufacturer's information , it was developed especially for the fold-free lining of laterals of DN 100 to 200 with small bend radii and bends up to 90°.

The installation of the liner hose is carried out in the inversion process with compressed air (Bild 5.3.2.4.1.3.4)

(Image: Kondur-Home-Liner process [FI-Preus] - Lining the lateral by means of inverting the liner through a manhole)
(Image: Kondur-Home-Liner process [FI-Preus] - Inversion drum)

The Home-Liner process, in use since 1995, comes in 2 variants and consists of a PU/PVC lined polyester needle felt hose, approx. 3 to 6 mm thick that can be soaked with cold and warm-hardening epoxy resins, and is hardened without shrinking [FI-MCBau].

In the first …

In the INFlex system [FI-UVRel], the 2-component EP resin soaked liner hose is wound in a pressure chamber and is inverted through an entry manhole with the aid of compressed air into the lateral to be rehabilitated.

There are two variants as regards the hardening of the resin: either cold hardening or using UV lamps.

Depending on the variation used, the nominal size range is DN 50 to DN 250 and can be used to length up to 40 m. The wall thickness …

In principle, the above-mentioned cured-in-place processes can also be used for lining laterals. For practical and economical purposes, the hoses used for this purpose are usually soaked with cold hardening systems whose hardening takes place at ambient temperatures or with heat hardening systems. UP as well as EP resins are utilised for this purpose.

Epoxy resins are specially preferred where odours must be prevented and gluing of the hose to the …

ATV-M 143E Part 3 [ATVM143-3] defines the cured-in-place process as follows: "A hose of carrier material that can be coated with foil is soaked with reaction resin and inverted into the sewer through a manhole by means or water or compressed air or is pulled into the sewer with the aid of a winch. The hardening is carried out at normal temperature, by the application of heat or UV light with the application of internal pressure. A sleeveless liner …

As regards the preparatory work, the corresponding discussion of the Insituform process ( (Abschnitt 5.3.2) (Abschnitt 5.3.2.4.1) (Abschnitt 5.6.1) and [ATVM143-3]) is applicable.

(Image: Sequence of the renovation of sewers by means of lining with site manufactured and hardened pipes - Grouted-in-place lining process)

After TV inspection and measurement or calibration of the section of the sewer to be rehabilitated (Bild 5.3.2.4.2.2), the fabrication dimensions are determined for the HD-PE hoses to be installed (stud, preliner control hose).

The HD-PE courses are then cut to the respective length and the required circumferential …

The insertion of the individual hoses is carried out with the aid of an insertion installation whose erection is carried out as follows:

  1. Erection of the deflection bend in the starting manhole
    The deflection bend erected in the starting manhole (sometimes replaced with a deflection roller) serves to change the direction and to ensure safe insertion of the folded hose into the section of the sewer.
  2. Setting up the deformation unit (Bild 5.3.2.4.2.3)

(Image: Working steps in the grouted-in-place lining process - Pulling-in the hoses)

Depending on the selected system, as mentioned earlier, one or more of the hoses wound on drums are pulled via the entry manhole into the section of the sewer to be rehabilitated. After reaching the target manhole, the hoses are closed off at both ends with sealing balloons (Bild 5.3.2.4.2.4) (Bild 5.3.2.4.2.4) (Bild 5.3.2.4.2.4) (Bild 5.3.2.4.2.4) (Bild 5.3.2.4.2.4)

Before starting the grouting of the annular space it must be sealed at the end faces at the start and target manholes (Bild 5.3.2.4.2.5). With the control and preliner hoses, this is achieved by extrusion welding the preliner with the stud hose (Bild 5.3.2.4.2.5).

In the basic version, the stud hose is welded with fleece coated HD-PE sleeves at the pipe ends.

(Image: Working steps in the grouted-in-place lining process [FI-Troli] - Welding on ventilation …

Various manhole connecting systems based on HD-PE materials are available for the stud hose process depending on the requirements and the system used [FI-Troli].

One possibility of leaktight connecting the HD-PE liner for sections of the sewer of vitrified clay, GRP, concrete, etc. is the installation of a 2 to 5 mm and approx. 50 cm long fleece coated HD-PE sealing course. It is soaked in epoxy resin and pressed like a "short hose based on synthetic …

(Image: Top hat sleeve for the recreation of the branch connection)

The restoration of the branch connections is carried out analogously to Abschnitt 5.3.2.2.1 and Abschnitt 5.3.2.4.1 by the open cut or trenchless methods.

In the case under consideration, the trenchless method is available for sewers from DN 200 and laterals ≥ DN 100 with the utilisation, for instance, of a special top hat sleeve developed for the TROLINING® system (Abschnitt 5.2.3.2.3). …