Reinforcement of the Rhein-bridge Maxau - part 2

被引：4

作者：

Katzik, Walter ^{[1
]}

Scherer, Mathias ^{[1
]}

Maier, Dietmar H. ^{[2
]}

Wuerfel, Till ^{[2
]}

机构：

[1] Regierungsprasidium Karlsruhe, Referat Ingn Bau 43, Schlosspl 1-3, D-76131 Karlsruhe, Germany

[2] Ingn Grp Bauen, Fritz Erler Str 25, D-76133 Karlsruhe, Germany

来源：

STAHLBAU | 2020年 / 89卷 / 03期

关键词：

high performance concrete; pilot project; sample plate; monitoring; public participation; CONCRETE;

D O I：

10.1002/stab.201900115

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Reinforcement of the Rhein-bridge Maxau - part 2 Due to fatigue cracks in the orthotropic plate of the Rhein-bridge Maxau, the reinforcement of the bridge deck is carried out by bonding a high strength concrete overlay to the deck. In Germany it is the first time, that a deck of a big steel bridge is strengthened in that manner. Valuable experience was obtained in a pilot project in advance. The construction process is described in detail. The succesful realization will allow further applications of this strengthening technique in Germany.

引用

页码：193 / +

页数：10

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