3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium | |
Technical Condition Assessment, Ultimate and Serviceability Limit States of the Water Tower Reinforced Concrete Tank after its Operation Lifetime | |
土木建筑工程;文学 | |
Dyba, Marcin^1 ; Slaga, Lukasz^1 | |
Institute of Building Materials and Structures, Cracow University of Technology, Warszawska street 24, Cracow | |
31-155, Poland^1 | |
关键词: Cylindrical chambers; Experimental investigations; Humidity measurements; Load-bearing capacity; Non-destructive test; Serviceability limit state; Structural concretes; Technical conditions; | |
Others : https://iopscience.iop.org/article/10.1088/1757-899X/471/5/052084/pdf DOI : 10.1088/1757-899X/471/5/052084 |
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学科分类:土木及结构工程学 | |
来源: IOP | |
【 摘 要 】
The paper presents ultimate and serviceability limit states of railway water tower reinforced concrete tank after almost 60 years of exploitation. Experimental investigations of structural concrete include destructive tests made on drilling trial elements and non-destructive tests, to qualify mechanical properties of the material. Supplementary tests concern the humidity measurements and concrete alkalinity examination. Experimental investigations and on-site inspections made it possible to assess the level of consumption of individual elements and propose structural repairs program. Outer wall of cylindrical chambers and the bottom slab of the tank were verified in terms of load-bearing capacity and cracks widths, taking into account rheological effects. The causes and technical condition of the tank is strictly described by the calculations results.
【 预 览 】
Files | Size | Format | View |
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Technical Condition Assessment, Ultimate and Serviceability Limit States of the Water Tower Reinforced Concrete Tank after its Operation Lifetime | 654KB | download |