New natural draft cooling tower of 200 m of height

被引:89
作者
Busch, D
Harte, R
Krätzig, WB
Montag, U
机构
[1] Ruhr Univ Bochum, Dept Civil Engn, D-44780 Bochum, Germany
[2] RWE Solut AG, D-45128 Essen, Germany
[3] Univ Gesamthsch Wuppertal, Dept Civil Engn, D-42285 Wuppertal, Germany
[4] Kratzig & Partner Engn Consultants, D-44801 Bochum, Germany
关键词
natural draft cooling towers; reinforced concrete shells; design for durability;
D O I
10.1016/S0141-0296(02)00082-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the years 1999 to 2001 a new natural draft cooling tower has been built at the RWE power station at Niederaussem, with 200 in elevation the highest cooling tower world-wide. For many reasons, such structures can not be designed merely as enlargement of smaller ones, on the contrary, it is full of innovative new design elements. The present paper starts with an overview over the tower and a description of its geometry, followed by an elucidation of the conceptual shape optimization. The structural consequences of the flue gas inlets through the shell at a height of 49 in are explained as well as the needs for an advanced high performance concrete for the wall and the fill construction. Further, the design and structural analysis of the tower is described with respect to the German codified safety concept for these structures. Finally, the necessity of extended durability of this tower is commented, the durability design concept is explained in detail and illustrated by virtue of a series of figures. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1509 / 1521
页数:13
相关论文
共 20 条
[1]  
BAZANT ZP, 1979, J ENG MECH DIV-ASCE, V105, P407
[2]  
BEEM H, 1996, USERS MANUAL RELEASE
[3]  
BISCHOFF M, 1995, THESIS RUHR U BOCHUM
[4]   Study of a proposed 200 m high natural draught cooling tower at power plant Frimmersdorf/Germany [J].
Busch, D ;
Harte, R ;
Niemann, HJ .
ENGINEERING STRUCTURES, 1998, 20 (10) :920-927
[5]  
BUSCH D, 2001, IABSE STRUCT ENG INT, V11, P107
[6]  
Engelfried R, 1996, NATURAL DRAUGHT COOLING TOWERS, P199
[7]  
FORM J, 1980, BETON- STAHLBETONBAU, V75, P205
[8]  
GOULD PL, 1997, HDB STRUCTURAL ENG
[9]  
GOULD PL, J STRUCT ENG ASCE, V115, P576
[10]   On progressive damage phenomena of structures [J].
Harte, R ;
Krätzig, WB ;
Noh, SY ;
Petryna, YS .
COMPUTATIONAL MECHANICS, 2000, 25 (04) :404-412