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- W2381462009 abstract "Some chimneys special purpose,so its structure in the architectural design also difference.The chimney demolition blasting design also have special requirements.A company directional blasting demolition of a chimney,this chimney has a thickness of 1 m,no insulation layer,the base below the chimney soot pocket total height of 2 m and other special structure,and its surrounding environment is unique,such as close to the chimney at the rear seat has eight-meter-high plant equipment.Blasting parameters design can not to analogy with similar projects,therefore it is necessary to analysis its structure and calculate blasting parameters before blasting demolition,that is to take the outer wall gap height H as 3 m,wall gap height as 2 m.Then according to the chimney base parameters design to simplified it as a statically determinate charpy and to analysis stress.The analysis results show that the chimney in the dumping process on both sides of the directional window at the stress concentration area first destroy and collapse at compressive stress.Chimney in the dumping process will not interact with the plant.Chimney very successful,in full accordance with the expected direction to dumped,did not have any impact on the plant." @default.
- W2381462009 created "2016-06-24" @default.
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- W2381462009 date "2013-01-01" @default.
- W2381462009 modified "2023-09-26" @default.
- W2381462009 title "Special Structure of 120 m Chimney Directional Blasting" @default.
- W2381462009 hasPublicationYear "2013" @default.
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