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The rupture strength of HDPE pipes is 2.5 times the allowable tensile strength [DVGWGW323]. The cross sectional area of a pipe section used as overload protection may only amount to 40 % of the cross sectional area of the new pipe being pulled in. (Image: Overload protection in form of a predetermined breaking point by reduction of the wall thickness) (Table: Example calculation of an overload protection for HDPE 100 used in pipe bursting) |
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Illustrated example of the steps involved in the manufacturing of the overload protection in the form of a predetermined breaking point. (Image: Step 1: New pipeline) (Image: Step 2: Wall thickness reduction) (Image: Step 3: Welding on of the overload protection) (Image: Step 4: Removing the weld seam) |
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A cross section reduction is obtained by reducing the effective circumference of the pipe or the effective cross-sectional area. (Image: Overload protection in form of a predetermined breaking point by reduction of the effective pipe circumference) (Table: Overload protection) |
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Congratulations! You have successfully finished this module. Next you will have the opportunity to review the newly acquired knowledge with an interactive questionnaire. You can still navigate back to any point in the lessons if you wish to review a specific point or subject. Stay curious! |
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May 13, 2020 This module focuses on the pipe bursting method as a special method of replacing gas, water, and wastewater pipelines in the same alignment. In addition to the functional principle, the requirements on materials and equipment are presented in detail. After completing this module, you will have a sound knowledge of:
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May 27, 2019 BE-15 Replacement Module: Gallery techniques (heading) - Part I - Fundamentals BE-15 Replacement: Gallery Techniques (Heading) - Part I - Fundamentals This lecture deals with the fundamentals of trenchless replacement of supply and disposal lines by means of gallery techniques (heading). |
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(Image: Overview of replacement methods in trenchless construction) |
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During gallery techniques or heading, the sewer or pipeline to be replaced is exposed, with the provision of a temporary protection, dismantled and replaced by a new one. The removal of the soil and the sewer or pipeline to be replaced is carried out manually with the aid of appropriate tools or machines e.g. excavators. Support arches of steel rods or special steel profiles that are placed into the gallery cross-section provide temporary support. … |
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The gallery techniques or heading requires the application of the following material, equipment and plants:
(Image: Support arches (special steel profile) to protect the gallery) (Image: Steel shuttering) (Image: Converted mini-excavator with conveyor belt) (Image: Diffuser fan … |
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May 27, 2019 This module focuses on the fundamentals of the trenchless replacement of gas, water, wastewater pipelines using the gallery techniques known from the mining industry. In addition, the individual steps of the gallery heading process with steel and timber support are described - from the preparatory measures to the final work. In addition, the areas of application and limitations of gallery heading, the measures for quality assurance as well as the advantages and disadvantages of this method are presented. After completing this module, you will have a sound knowledge of:
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May 27, 2019 AE-08 Replacement: Gallery Techniques (Heading) - Part II - Construction BE-15 Replacement: Gallery Techniques (Heading) - Part II - Construction This lecture deals with the different procedure steps of gallery techniques (heading) with steel and wood shuttering, from preparation to finished work. |
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