Natural draught cooling towers : proceedings of the fifth by I. Mungan, U. Wittek

By I. Mungan, U. Wittek

The world's so much skilled scientists and execs engaged on cooling towers collected on the fifth foreign Symposium on typical Draught Cooling Towers to debate the newest advancements during this region and alternate wisdom and reports. This booklet contains forty three contributions at the most modern advancements within the box of usual draught cooling towers, together with the cooling method, wind loading, balance & nonlinear behaviour, earthquake resistant layout, structural difficulties, development advancements, layout principles, survey and upkeep, rehabilitation and structural harm simulation in addition to development historical past. additionally, a distinct consultation is devoted to the world's maximum cooling tower.

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Additional info for Natural draught cooling towers : proceedings of the fifth International Symposium on Natural Draught Cooling Towers, 20-22 May 2004, Istanbul, Turkey

Example text

In order to reduce or increase it without cutting the plywood panels, steel plates which are overlapped with the formwork panels to offset the differences are installed at the ribs. The top ring beam is generally designed as an internal walkway. For its production, brackets are attached to anchor sleeves concreted into the shell. The brackets are used to support the working platform, which is simultaneously used as ground formwork for the walkway. The rising walls can be built with the transfer formwork elements.

To adapt to the constantly changing diameter of the shell, the platforms are of telescopic design. COLUMN FRAMEWORK The column framework must be designed in such a way that the air can flow as freely as possible into the cooling-tower and the forces exerted by the shell can be safely transmitted into the foundation. The arrangement and the number of shell-supporting columns are determined primarily by the height of the air intake openings (depending in turn on the respective thermal design criteria) and the load-bearing capacity of the foundation soil.

G. in regions prone to earthquakes, further stiffening elements may be necessary. The columns and framework stand on single-base foundations positioned in a specified arrangement on the base of the basin. The columns are designed as socketed stanchions. Horizontal loads resulting from inclinations and eccentric loads are transmitted by the beams to the framework and the riser shaft. WATER BASIN 7 The water basin is required as a collecting and buffer basin for the water trickling down from the cooling system.

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