11094 search results:

Shape VTK:
Circular cross-section in the nominal size range 150 (6'') ≤ DN/ID ≤ 2600 (104'')

(Image: Polycrete jacking pipe with circular cross section [FI-Meyera])


Shape VTE:
Cricular cross-section outside, egg-shaped cross-section inside in the nominal size range 300/450 (12''/18'') ≤ DN/ID ≤ 1600/1800 (64''/72'')

(Image: Polycrete jacking pipe with external circular cross section and ovoid cross section inside [FI-Meyera])

Shape VTD:
Circular …


The design of the pipe joint depends on the nominal size. These are generally non-restrained, flexible socket and spigot joints in combination with a guide ring and elastomeric seals.

(Image: Polycrete jacking pipe with circular cross section DN 150 - pipe joint [FI-Meyera])
(Image: Polycrete jacking pipe with circular cross section DN 200 to DN 1143 - pipe joint [FI-Meyera])
(Image: Polycrete jacking pipe with circular cross section DN 1000 …

Plastics are macro-molecular, organic connections which are created by chemical juxtaposition of low molecular weight basic components (so-called monomers) [Bos00].

Because of the large numbers of possible juxtapositions (linear, branched, cross-linked), plastics can be deliberately synthesized according to their desired properties into thermoplastics and thermosetting materials.

(Image: Schematic view of the structure of plastics according to [Bos00] […

Plastics originating from linear or branched molecule fibres result in thermoplastics that can be repeatedly melted and dissolved and which form the basis of the following:

  • Pipes of polyethylene (PE)

  • Pipes of polypropylene (PP)

  • Pipes of polyvinylchloride (PVC-U).

Polyethylene is a member of the semi-crystalline thermoplastic (polyolefin) group. It is distinguished by a high degree of flexibility and ductility also at low temperatures.

(Image: Attention!)

PE is resistant to non-oxidizing acids, alkalis and weak solvents. It is not resistant to oxidizing acids and halogens.

Usually in trenchless installation PE pipes are only installed by pulling-in.


In PE-X pipes the PE molecules are linked to a three-dimensional network by a chemical or physical connection improving the temperature resistance of the pipe.

Depending on the linking process it is distinguished between:

  • peroxide cross linking (PE-Xa) (physical)
  • silane cross linking (PE-Xb) (chemical)
  • electron beam cross linking (PE-Xc) (physical)
  • azo cross-linking (PE-Xd) (physical)
(Image: Attention!)

Pipes of peroxidic cross-linked polyethylene (…

(Table: Material properties for PE- and PE-X pipes [Bos00])

(Table: European standards for PE and PE-X pipes (as at 10.2008))
Table 4: Other Standards
Standard Title
ASTM F876 Standard Specification for Crosslinked Polyethylene (PEX) Tubing
ASTM F877 Standard Specification for Crosslinked Polyethylene (PEX) Plastic Hot- and Cold-Water Distribution Systems
ASTM F2023 Standard Test Method for Evaluating the Oxidative Resistance of Crosslinked Polyethylene (PEX) Tubing and Systems to Chlorinated Hot Water

The heating element butt welding (HS) method is available for joining PE pipes for trenchless installation and, with this welding, seam quality can be achieved that corresponds to those of the pipe material.

Process steps in heated butt welding

(Image: Heating element butt welding - aligning the joining areas)

Step 1:
Adjustment

(Image: Heating element butt welding ? adjusting the joining areas)

Step 2:
Warming

(Image: Heating element butt …

Polypropylene (PP) is a member of the semi-crystalline thermoplastic (polyolefin) group. It is manufactured by the polymerization of ethylene and has comparable chemical resistance to PE, is also normally combustible and non-adhesive.

(Image: Attention!) 

Mostly, PP-HM pipes are used in the trenchless installation. PP-HM means polypropylene with a higher E modulus than is usual with PP pipes.

PVC-U (polyvinylchloride, free of plasticizer) belongs to the thermoplastic group. It is a polymer of vinyl chloride, which is made of ethylene (natural oil or gas) and chlorine (of NaCl) and to which thermal stabilizers and lubricants are added for pipe production [Rosch00].

(Image: Attention!)

Besides the hardness and form stability, a characteristic property of PVC-U is the high degree of resistance to acids, alkalis, alcohols, oils, fats, …

(Table: Material properties for PP-HM)
(Table: Material properties for PVC-U)
(Table: European standards for PP-HM and PVC-U pipes (as at 10.2008))

The joining of the jacking pipes is carried out either by means of a non-restrained socket and spigot joint or by non-restrained and tensile restrained snap-in joints. In both cases, the actual sealing effect is provided by two elastomeric sealing elements placed in grooves.

(Image: PP-HM jacking pipes [FI-Schön] - Socket and spigot joint)
(Image: PP-HM jacking pipes [FI-Schön] - Snap-in joint)

There are several possibilities for connecting PVC-U jacking pipes:

  • non-restrained socket and spigot joint (sealing effect by two elastomeric sealing elements inserted in notches)

  • tensile restrained and non-restrained snap-in joint) (sealing effect by an elastomeric sealing element)

  • tensile restrained and non-restrained screw joint with trapezoidal thread (sealing effect with an elastomeric sealing element)

  • glued joint

(Image: Fabekun jacking …

According to the latest state of the technology and in the absence of an appropriate calculation method, a constant modulus of elasticity is used for the pressure transfer ring in the structural verification process of planning a jacking measure. Due to the inevitable lack of precision this constant has to be chosen on the safe side. Thus, the structural calculation of the jacking pipes can only be a “snapshot“ of jacking, in which only one specific …

“A chain is no stronger than its weakest link” – if we apply this well-known saying to the chain “pipe string”, the weakest link would be the pipe joint. The central structural issue in pipe jacking is the transmission of jacking forces from pipe to pipe. With pipes made of reinforced concrete or vitrified clay, in particular, the pipe string does not bend continuously in curved jackings and in steering movements, but the “stiff” pipe remains largely …

The bigger the forces and the number and extent of the steering movements, the more the pressure transfer ring is loaded far beyond its limit of elasticity. This load results in irreversible plastic compressions that persist even after the pressure transfer ring is unloaded. Each pressure transfer ring is loaded and unloaded many times during a jacking measure. Furthermore, the angular deflection changes constantly. Thus, the pressure transfer ring …

(Image: Typical damages to jacking pipes due to overloading during jacking - Bild 1) (Image: Typical damages to jacking pipes due to overloading during jacking – Bild 2) (Image: Typical damages to jacking pipes due to overloading during jacking - Bild 3)
(Image: Typical damages to jacking pipes due to overloading during jacking - Bild 4) (Image: Typical damages to jacking pipes due to overloading during jacking – Bild 5) (Image: Typical damages to …

A more accurate structural calculation of the pipe stress considering the non-linear stiffness behaviour of the pressure transfer ring is absolutely necessary to ensure a sufficiently high level of safety. The economic practicability must also be taken into account. Essential input parameters for a calculation of the pipe stresses from the engineering viewpoint are:

  • Non-linear stiffness behaviour of the pressure transfer ring, separating the elastic …

May 15, 2020

Modules

Jacking pipes have a dual function: they provide permanent support for the excavated cavity and, in the case of single-shell lining, for the pipeline structure.

The subject of this module is jacking pipes made of cement-bound materials, vitrified clay, glass-fibre reinforced plastics, polymer concrete and plastics.

After completing this module, you will have a sound knowledge of:

  • variants of the constructive design of jacking pipes;
  • tasks of jacking pipes;
  • installation methods depending on the material;
  • variants of pipe connections;
  • functional and dimensional requirements of pipe connections;
  • function and requirements of the pressure transmission ring.

Underground pipelines and utilities are predominantly installed by using the traditional open-cut method (i.e., cut and fill): a trench is dug, the lines are installed by constructing proper embankment or sheeting or using a trench box, and the trench is filled afterwards.

In the face of the numerous challenges (e.g., urbanization, densely populated areas) as well as growing environmental consciousness, it is important to consider trenchless technology …