Preview

Building and Reconstruction

Advanced search

RECONSTRUCTION OF PIPELINES USING POLYMERBETON

https://doi.org/10.33979/2073-7416-2019-83-3-120-128

Abstract

Accidents on sewers accompanied by the destruction of building structures have been a most serious problem not only for the water industry but also for the entire city. In the world the damage from the deterioration of reinforced concrete sewer tunnels and in-line structures due to corrosion is estimated at billions of euros per year. A way out of the current situation with corrosion in sewers can be timely and prompt repair and rehabilitation using protective coatings applied by trenchless methods. One of the methods of sewer rehabilitation is lining the internal walls of the sewers with plate composite materials (blocks) or continuous protective coatings where polymer concrete can be used. Polymer concrete comprises a thermosetting organic binder (usually epoxy resin) and a large amount of dispersed filler (talc, aerosil, crushed quartz, basalt, granite chips, etc.). The special composition of filler materials and advanced production technologies ensures the high qualities of polymer concrete. An assessment of the technical and economic indicators of the reconstruction of existing sewers and canals using polymer concrete blocks is given. Through a realistic example it is shown that the most effective option of the reconstruction of a sewer canal while ensuring environmental safety is lining with polymer concrete blocks (segments).

About the Authors

D. B. Frog
Research Institute of Building Physics of RAACS
Russian Federation


O. G. Primin
Research Institute of Building Physics of RAACS
Russian Federation


A. E. Ten
JSC "Mosvodokanal"
Russian Federation


Review

For citations:


Frog D.B., Primin O.G., Ten A.E. RECONSTRUCTION OF PIPELINES USING POLYMERBETON. Building and Reconstruction. 2019;(3):120-128. (In Russ.) https://doi.org/10.33979/2073-7416-2019-83-3-120-128

Views: 106


Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.


ISSN 2073-7416 (Print)