DOI: https://doi.org/10.32515/2664-262X.2024.10(41).1.91-101
Застосуваннягідроізоляційних покриттів для захисту від корозії дорожніх водопропускних труб з металевих гофрованих конструкцій
Об авторах
М.В. Гаркуша, доцент, кандидат технічних наук, Національний транспортний університет, м. Київ, Україна, e-mail: mykola.harkusha@ntu.edu.ua, ORCID ID: 0000-0002-5388-0561
Анотація
Дорожні водопропускні труби експлуатуються в складних умовах, які спричинюють розвиток корозійного впливу на метал конструкції, а сам метал потребує належного захисту для забезпечення надійності та довговічності споруди в цілому. Щоб забезпечити відповідність вимогам проєктного терміну служби, сталеву конструкцію захищають антикорозійним покриттям. В роботі розглянуто різноманітні захисні покриття для підвищення довговічності дорожніх водопропускних від впливу корозії.
Ключові слова
гідроізоляція, довговічність, дорожня водопропускна труба, захисні покриття, корозія
Повний текст:
PDF
Посилання
1. Harkusha, M. V. (2023). Vplyv koroziyi na tekhnichnyy stan dorozhnikh vodopropusknykh trub ta suchasni metody yikh remontu. Tsentralʹnoukrayinsʹkyy naukovyy visnyk. Tekhnichni nauky. Kropyvnytsʹkyy, TSNTU. Issue. 8(39), Part. I. P. 57 – 66. DOI: https://doi.org/10.32515/2664-262X.2023.8(39).1.57-66 [in Ukrainian].
2. West, A., Williams, K., Villeneuve, D., & Carroll, P. (2012). Added Longevity with Thermoplastic Polymer Coated Structural Steel Plate. Atlantic Industries, Canada [in English].
3. Corrugated Steel Pipe Institute (2011). Canadian Performance Guideline for Structural Plate Corrugated Steel Pipe and Deep Corrugated Structural Plate Structures. Technical Bulletin. Cambridge, Ontario [in English].
4. Lax, S., & Peterson, E.W. (2009). Characterization of chloride transport in the unsaturated zone near salted road. Environ Geol. Vol. 58, pp. 1041-1049 [in English].
5. Kompaniya Infrasteel. Retrieved from https://infrasteel.com/ [in English].
6. VBN V.2.3-218-198:2007 Proektuvannya ta budivnytstvo sporu iz metalevykh hofrovanykh konstruktsiy na avtomobilʹnykh dorohakh zahalʹnoho korystuvannya. [Chynnyy vid 2007-02-01]. Kyiv, 2007. 51 p. (Informatsiya ta dokumentatsiya) [in English].
7. Kompaniya Armtec. armtec.com . Retrieved from https://armtec.com/ [in English].
8. Kunecki B., Janusz L., & Korusiewicz L. (2017). The effect of corrosion and time on the behaviour of a steel culvert. 10.1201/9781315166605-98 [in English].
9. National Cooperative Highway Research Board. (1978). Durability of Drainage Pipe, Transportation Research Board [in English].
10. Tennessee Department of Transportation. (1987). Roadway Design Guidelines [in English].
11. Missouri Highway and Transportation Department (1990). Life Expectancy Determination of Zinc-Coated Corrugated Steel and Reinforced Concrete Pipe Used in Missouri [in English].
12. Bradley, R., Boyd, J., Gattis L., William, II, Myers, A. & Selvam, R. P. (1999). Guidelines for Selections of Pipe Culverts. TRC9601 [in English].
13. Peter, J. B., & James, P. E. (1984). Metal-Loss Rates of tlneoated Steet And Aluminum Culverts in New york Transportaion Research Record, Retrieved from https://onlinepubs.trb.org/Onlinepubs/trr/ 1984/1001/1001-009.pdf [in English].
14. Hensley, S., & Perry, P. (2006). Long-Term Durability Study: Long-Span Structures. In Transportation Research Record: Journal of the Transportation Research Board, No. 1736, Transportation Research Board of the National Academies, Washington, pp. 62 – 70 [in English].
15. Hayes, C. (1971). A study of the Durability of Corrugated Steel in Oklahoma, Oklahoma Department of Highways [in English].
16. Warner Custom Coating Testing (2012). Comparative Test Results: Coatings Used in the Corrugated Steel Pipe Industry, Guelph, Ontario [in English].
17. Corrugated Steel Pipe Institute (2012). Performance Guideline for Corrugated Steel Pipe Culverts (300mm to 3,600mm Diameter). Technical Bulletin. Cambridge, Ontario [in English].
18. Koscenlny, J. A. (1992). Polymer Coated and Paved Culverts in Southeastern Oklahoma, Oklahoma Department of Transportation [in English].
19. Potter John C., et al. (1991). Durability of Special Coatings for Corrugated Steel Pipe, Report No. FHWA-FLP-91 -006, Federal Highway Administration [in English].
20. Moore, I.D., F. Hu. (1996). Linear Viscoelastic Modelling of Profiled High Density Polyethylene Pipe. Canadian Journal of Civil Engineering, Vol. 23. P. 395-407 [in English].
21. Ohio Department of Transportation (2014). Location and Design Manual, Volume 2: Drainage Design. Columbus [in English].
Пристатейна бібліографія ГОСТ
1. Гаркуша М. В. Вплив корозії на технічний стан дорожніх водопропускних труб та сучасні методи їх ремонту. Центральноукраїнський науковий вісник. Технічні науки. 2023. Вип. 8(39), ч. І. С. 57 – 66. DOI: https://doi.org/10.32515/2664-262X.2023.8(39).1.57-66
2. West A., Williams K., Villeneuve D., Carroll P. (2012). Added Longevity with Thermoplastic Polymer Coated Structural Steel Plate. Atlantic Industries, Canada.
3. Corrugated Steel Pipe Institute (2011). Canadian Performance Guideline for Structural Plate Corrugated Steel Pipe and Deep Corrugated Structural Plate Structures. Technical Bulletin. Cambridge, Ontario.
4. Lax S., Peterson E.W. (2009). Characterization of chloride transport in the unsaturated zone near salted road. Environ Geol. Vol. 58, pp. 1041-1049.
5. Компанія Infrasteel. URL: https://infrasteel.com/ (дата звернення: 04.10.2024).
6. ВБН В.2.3-218-198:2007 Проектування та будівництво спору із металевих гофрованих конструкцій на автомобільних дорогах загального користування. [Чинний від 2007-02-01]. Київ, 2007. 51 с. (Інформація та документація).
7. Компанія Armtec. URL: https://armtec.com/ (дата звернення: 04.10.2024).
8. Kunecki B., Janusz L., Korusiewicz L. (2017). The effect of corrosion and time on the behaviour of a steel culvert. 10.1201/9781315166605-98
9. National Cooperative Highway Research Board (1978). Durability of Drainage Pipe, Transportation Research Board.
10. Tennessee Department of Transportation (1987). Roadway Design Guidelines.
11. Missouri Highway and Transportation Department (1990). Life Expectancy Determination of Zinc-Coated Corrugated Steel and Reinforced Concrete Pipe Used in Missouri.
12. Bradley R. Boyd J. L. Gattis II, William A. Myers, R. P. Selvam (1999). Guidelines for Selections of Pipe Culverts. TRC9601.
13. Peter J. B., James P. E. (1984). Metal-Loss Rates of tlneoated Steet And Aluminum Culverts in New york Transportaion Research Record, https://onlinepubs.trb.org/Onlinepubs/trr/1984/1001/1001-009.pdf
14. Hensley S., Perry P. (2006). Long-Term Durability Study: Long-Span Structures. In Transportation Research Record: Journal of the Transportation Research Board, No. 1736, Transportation Research Board of the National Academies, Washington, pp. 62 – 70.
15. Hayes C. (1971). A study of the Durability of Corrugated Steel in Oklahoma, Oklahoma Department of Highways.
16. Warner Custom Coating Testing (2012). Comparative Test Results: Coatings Used in the Corrugated Steel Pipe Industry, Guelph, Ontario.
17. Corrugated Steel Pipe Institute (2012). Performance Guideline for Corrugated Steel Pipe Culverts (300mm to 3,600mm Diameter). Technical Bulletin. Cambridge, Ontario.
18. Koscenlny J. A. (1992). Polymer Coated and Paved Culverts in Southeastern Oklahoma, Oklahoma Department of Transportation.
19. Potter John C., et al. (1991). Durability of Special Coatings for Corrugated Steel Pipe, Report No. FHWA-FLP-91 -006, Federal Highway Administration.
20. Moore, I.D., F. Hu. (1996). Linear Viscoelastic Modelling of Profiled High Density Polyethylene Pipe. Canadian Journal of Civil Engineering, Vol. 23, 395-407.
21. Ohio Department of Transportation (2014). Location and Design Manual, Vol. 2: Drainage Design. Columbus
Copyright (c) 2024 М.В. Гаркуша
Застосуваннягідроізоляційних покриттів для захисту від корозії дорожніх водопропускних труб з металевих гофрованих конструкцій
Об авторах
М.В. Гаркуша, доцент, кандидат технічних наук, Національний транспортний університет, м. Київ, Україна, e-mail: mykola.harkusha@ntu.edu.ua, ORCID ID: 0000-0002-5388-0561
Анотація
Ключові слова
Повний текст:
PDFПосилання
1. Harkusha, M. V. (2023). Vplyv koroziyi na tekhnichnyy stan dorozhnikh vodopropusknykh trub ta suchasni metody yikh remontu. Tsentralʹnoukrayinsʹkyy naukovyy visnyk. Tekhnichni nauky. Kropyvnytsʹkyy, TSNTU. Issue. 8(39), Part. I. P. 57 – 66. DOI: https://doi.org/10.32515/2664-262X.2023.8(39).1.57-66 [in Ukrainian].
2. West, A., Williams, K., Villeneuve, D., & Carroll, P. (2012). Added Longevity with Thermoplastic Polymer Coated Structural Steel Plate. Atlantic Industries, Canada [in English].
3. Corrugated Steel Pipe Institute (2011). Canadian Performance Guideline for Structural Plate Corrugated Steel Pipe and Deep Corrugated Structural Plate Structures. Technical Bulletin. Cambridge, Ontario [in English].
4. Lax, S., & Peterson, E.W. (2009). Characterization of chloride transport in the unsaturated zone near salted road. Environ Geol. Vol. 58, pp. 1041-1049 [in English].
5. Kompaniya Infrasteel. Retrieved from https://infrasteel.com/ [in English].
6. VBN V.2.3-218-198:2007 Proektuvannya ta budivnytstvo sporu iz metalevykh hofrovanykh konstruktsiy na avtomobilʹnykh dorohakh zahalʹnoho korystuvannya. [Chynnyy vid 2007-02-01]. Kyiv, 2007. 51 p. (Informatsiya ta dokumentatsiya) [in English].
7. Kompaniya Armtec. armtec.com . Retrieved from https://armtec.com/ [in English].
8. Kunecki B., Janusz L., & Korusiewicz L. (2017). The effect of corrosion and time on the behaviour of a steel culvert. 10.1201/9781315166605-98 [in English].
9. National Cooperative Highway Research Board. (1978). Durability of Drainage Pipe, Transportation Research Board [in English].
10. Tennessee Department of Transportation. (1987). Roadway Design Guidelines [in English].
11. Missouri Highway and Transportation Department (1990). Life Expectancy Determination of Zinc-Coated Corrugated Steel and Reinforced Concrete Pipe Used in Missouri [in English].
12. Bradley, R., Boyd, J., Gattis L., William, II, Myers, A. & Selvam, R. P. (1999). Guidelines for Selections of Pipe Culverts. TRC9601 [in English].
13. Peter, J. B., & James, P. E. (1984). Metal-Loss Rates of tlneoated Steet And Aluminum Culverts in New york Transportaion Research Record, Retrieved from https://onlinepubs.trb.org/Onlinepubs/trr/ 1984/1001/1001-009.pdf [in English].
14. Hensley, S., & Perry, P. (2006). Long-Term Durability Study: Long-Span Structures. In Transportation Research Record: Journal of the Transportation Research Board, No. 1736, Transportation Research Board of the National Academies, Washington, pp. 62 – 70 [in English].
15. Hayes, C. (1971). A study of the Durability of Corrugated Steel in Oklahoma, Oklahoma Department of Highways [in English].
16. Warner Custom Coating Testing (2012). Comparative Test Results: Coatings Used in the Corrugated Steel Pipe Industry, Guelph, Ontario [in English].
17. Corrugated Steel Pipe Institute (2012). Performance Guideline for Corrugated Steel Pipe Culverts (300mm to 3,600mm Diameter). Technical Bulletin. Cambridge, Ontario [in English].
18. Koscenlny, J. A. (1992). Polymer Coated and Paved Culverts in Southeastern Oklahoma, Oklahoma Department of Transportation [in English].
19. Potter John C., et al. (1991). Durability of Special Coatings for Corrugated Steel Pipe, Report No. FHWA-FLP-91 -006, Federal Highway Administration [in English].
20. Moore, I.D., F. Hu. (1996). Linear Viscoelastic Modelling of Profiled High Density Polyethylene Pipe. Canadian Journal of Civil Engineering, Vol. 23. P. 395-407 [in English].
21. Ohio Department of Transportation (2014). Location and Design Manual, Volume 2: Drainage Design. Columbus [in English].
Пристатейна бібліографія ГОСТ
1. Гаркуша М. В. Вплив корозії на технічний стан дорожніх водопропускних труб та сучасні методи їх ремонту. Центральноукраїнський науковий вісник. Технічні науки. 2023. Вип. 8(39), ч. І. С. 57 – 66. DOI: https://doi.org/10.32515/2664-262X.2023.8(39).1.57-66
2. West A., Williams K., Villeneuve D., Carroll P. (2012). Added Longevity with Thermoplastic Polymer Coated Structural Steel Plate. Atlantic Industries, Canada.
3. Corrugated Steel Pipe Institute (2011). Canadian Performance Guideline for Structural Plate Corrugated Steel Pipe and Deep Corrugated Structural Plate Structures. Technical Bulletin. Cambridge, Ontario.
4. Lax S., Peterson E.W. (2009). Characterization of chloride transport in the unsaturated zone near salted road. Environ Geol. Vol. 58, pp. 1041-1049.
5. Компанія Infrasteel. URL: https://infrasteel.com/ (дата звернення: 04.10.2024).
6. ВБН В.2.3-218-198:2007 Проектування та будівництво спору із металевих гофрованих конструкцій на автомобільних дорогах загального користування. [Чинний від 2007-02-01]. Київ, 2007. 51 с. (Інформація та документація).
7. Компанія Armtec. URL: https://armtec.com/ (дата звернення: 04.10.2024).
8. Kunecki B., Janusz L., Korusiewicz L. (2017). The effect of corrosion and time on the behaviour of a steel culvert. 10.1201/9781315166605-98
9. National Cooperative Highway Research Board (1978). Durability of Drainage Pipe, Transportation Research Board.
10. Tennessee Department of Transportation (1987). Roadway Design Guidelines.
11. Missouri Highway and Transportation Department (1990). Life Expectancy Determination of Zinc-Coated Corrugated Steel and Reinforced Concrete Pipe Used in Missouri.
12. Bradley R. Boyd J. L. Gattis II, William A. Myers, R. P. Selvam (1999). Guidelines for Selections of Pipe Culverts. TRC9601.
13. Peter J. B., James P. E. (1984). Metal-Loss Rates of tlneoated Steet And Aluminum Culverts in New york Transportaion Research Record, https://onlinepubs.trb.org/Onlinepubs/trr/1984/1001/1001-009.pdf
14. Hensley S., Perry P. (2006). Long-Term Durability Study: Long-Span Structures. In Transportation Research Record: Journal of the Transportation Research Board, No. 1736, Transportation Research Board of the National Academies, Washington, pp. 62 – 70.
15. Hayes C. (1971). A study of the Durability of Corrugated Steel in Oklahoma, Oklahoma Department of Highways.
16. Warner Custom Coating Testing (2012). Comparative Test Results: Coatings Used in the Corrugated Steel Pipe Industry, Guelph, Ontario.
17. Corrugated Steel Pipe Institute (2012). Performance Guideline for Corrugated Steel Pipe Culverts (300mm to 3,600mm Diameter). Technical Bulletin. Cambridge, Ontario.
18. Koscenlny J. A. (1992). Polymer Coated and Paved Culverts in Southeastern Oklahoma, Oklahoma Department of Transportation.
19. Potter John C., et al. (1991). Durability of Special Coatings for Corrugated Steel Pipe, Report No. FHWA-FLP-91 -006, Federal Highway Administration.
20. Moore, I.D., F. Hu. (1996). Linear Viscoelastic Modelling of Profiled High Density Polyethylene Pipe. Canadian Journal of Civil Engineering, Vol. 23, 395-407.
21. Ohio Department of Transportation (2014). Location and Design Manual, Vol. 2: Drainage Design. Columbus
Copyright (c) 2024 М.В. Гаркуша