Anti-cracking Technology and Application of Fiber Reinforced Concrete on Bridge Deck Pavement
In order to make the bridge deck pavement not easy cracking, the anti-cracking technology is put into effect on a certain bridge. The cementing material is selected after analyzing the theory that how fiber can enhance the concrete anti-cracking performance. The proper fiber is selected by testing a...
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2021-01-01
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doaj-1f23acc01a4647049d1bb8b99d6556db2021-02-01T08:06:18ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012330104110.1051/e3sconf/202123301041e3sconf_iaecst20_01041Anti-cracking Technology and Application of Fiber Reinforced Concrete on Bridge Deck PavementPang Li guo0Yu Lei1Chai Ming ming2Zhang Biao zhi3Guangdong Nanyue Transportation Investment and Construction Co. LtdBeijing Xinqiao Technology Development Co.LtdBeijing Xinqiao Technology Development Co.LtdResearch Institute of Highway Ministory of TransportIn order to make the bridge deck pavement not easy cracking, the anti-cracking technology is put into effect on a certain bridge. The cementing material is selected after analyzing the theory that how fiber can enhance the concrete anti-cracking performance. The proper fiber is selected by testing and comparing the dispersibility and hydroscopicity of three kinds of fibers. The proper content of fiber is found by test and comparing different fiber contents in the same mix proportion concrete. The fiber is sent into the in forced-mixing concrete plant by spreading the fiber on the crawler belt. The construction technology including slab treatment, transport, pave, vibrate and curing is put forward. After 1 year observing, there is no any cracking on the bridge deck pavement. The life of bridge is increased. The cost of maintain is decreased. The goal of anti-cracking has been achieved.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/09/e3sconf_iaecst20_01041.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Pang Li guo Yu Lei Chai Ming ming Zhang Biao zhi |
spellingShingle |
Pang Li guo Yu Lei Chai Ming ming Zhang Biao zhi Anti-cracking Technology and Application of Fiber Reinforced Concrete on Bridge Deck Pavement E3S Web of Conferences |
author_facet |
Pang Li guo Yu Lei Chai Ming ming Zhang Biao zhi |
author_sort |
Pang Li guo |
title |
Anti-cracking Technology and Application of Fiber Reinforced Concrete on Bridge Deck Pavement |
title_short |
Anti-cracking Technology and Application of Fiber Reinforced Concrete on Bridge Deck Pavement |
title_full |
Anti-cracking Technology and Application of Fiber Reinforced Concrete on Bridge Deck Pavement |
title_fullStr |
Anti-cracking Technology and Application of Fiber Reinforced Concrete on Bridge Deck Pavement |
title_full_unstemmed |
Anti-cracking Technology and Application of Fiber Reinforced Concrete on Bridge Deck Pavement |
title_sort |
anti-cracking technology and application of fiber reinforced concrete on bridge deck pavement |
publisher |
EDP Sciences |
series |
E3S Web of Conferences |
issn |
2267-1242 |
publishDate |
2021-01-01 |
description |
In order to make the bridge deck pavement not easy cracking, the anti-cracking technology is put into effect on a certain bridge. The cementing material is selected after analyzing the theory that how fiber can enhance the concrete anti-cracking performance. The proper fiber is selected by testing and comparing the dispersibility and hydroscopicity of three kinds of fibers. The proper content of fiber is found by test and comparing different fiber contents in the same mix proportion concrete. The fiber is sent into the in forced-mixing concrete plant by spreading the fiber on the crawler belt. The construction technology including slab treatment, transport, pave, vibrate and curing is put forward. After 1 year observing, there is no any cracking on the bridge deck pavement. The life of bridge is increased. The cost of maintain is decreased. The goal of anti-cracking has been achieved. |
url |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/09/e3sconf_iaecst20_01041.pdf |
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