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Temporary traffic bridge deck construction method based on UTAC-5 ultra-thin asphalt wearing layer
The invention discloses a temporary traffic bridge deck construction method based on an UTAC-5 ultrathin asphalt wearing layer, which comprises the following steps of: integrally paving and rolling on the surface of a finish milling section and the surface of a bridge body to form the UTAC-5 ultrathin asphalt wearing layer, so that the flatness of the temporary traffic bridge deck is consistent; the travel efficiency of the transition positions of the two sides of the bridge floor and the transition positions of the transition positions of the bridge floor and the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions and the asphalt is improved;
本发明公开了基于UTAC‑5超薄沥青磨耗层的临时通车桥面施工方法,通过本发明施工步骤实现在精铣刨段表面和桥体表面整体化摊铺并碾压成UTAC‑5超薄沥青磨耗层,使得临时通车桥面平整度一致,有助于提高桥面两侧与搭板过渡、搭板与沥青过渡等位置的行程效能,有效提高桥面行车舒适性和安全性,UTAC‑5超薄沥青磨耗层可作为后期桥面施工的防水层使用,有效提高桥面铺装层的耐久性。
Temporary traffic bridge deck construction method based on UTAC-5 ultra-thin asphalt wearing layer
The invention discloses a temporary traffic bridge deck construction method based on an UTAC-5 ultrathin asphalt wearing layer, which comprises the following steps of: integrally paving and rolling on the surface of a finish milling section and the surface of a bridge body to form the UTAC-5 ultrathin asphalt wearing layer, so that the flatness of the temporary traffic bridge deck is consistent; the travel efficiency of the transition positions of the two sides of the bridge floor and the transition positions of the transition positions of the bridge floor and the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions of the transition positions and the asphalt is improved;
本发明公开了基于UTAC‑5超薄沥青磨耗层的临时通车桥面施工方法,通过本发明施工步骤实现在精铣刨段表面和桥体表面整体化摊铺并碾压成UTAC‑5超薄沥青磨耗层,使得临时通车桥面平整度一致,有助于提高桥面两侧与搭板过渡、搭板与沥青过渡等位置的行程效能,有效提高桥面行车舒适性和安全性,UTAC‑5超薄沥青磨耗层可作为后期桥面施工的防水层使用,有效提高桥面铺装层的耐久性。
Temporary traffic bridge deck construction method based on UTAC-5 ultra-thin asphalt wearing layer
基于UTAC-5超薄沥青磨耗层的临时通车桥面施工方法
YANG LEI (author) / XIE SHULIANG (author) / ZHENG BOCAI (author) / CHEN CHAOTING (author) / WANG WENFENG (author) / GONG XIONG (author) / SHEN ANQI (author)
2022-08-09
Patent
Electronic Resource
Chinese
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