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Design of the double floating suction in 10 000 m3 inner floating roof tank
3內(nèi)浮頂油罐雙浮動(dòng)吸油裝置設(shè)計(jì)
Floating roof tank
浮頂油槽
Supply & install of tank aluminium internal floating roof in crc tsing yi terminal in 2006
2006年于華潤青衣油庫供應(yīng)及加裝缸內(nèi)鋁浮頂。
In the light of the problems during the tank bottom plate welding of 150000 m ^ 3 double - pontoon floating roof oil tank , the paper analyzes the deformation cause of tank wall shell in welding
摘要分析了15 10 ^ 4立方公尺雙盤浮頂油罐罐底板焊接過程中出現(xiàn)的問題，提出焊縫收縮使得對(duì)接間隙變小是引起邊緣板變形的主要原因。
Five floating roof oil tanks with volume 2 104m3 are designed to be constructed at shuguang pump station possessed by liaohe oil field , which is located at liaohe delta alluvial plain . this engineering filed is featured with complicated topography . the oil tank foundation soil is horizontally - layered , including four layers : medium dense - dense clay , interbedding of find sand and clay , fine sand sandwiching clay and fine sand
位于遼河三角洲沖積平原的遼河油田曙光泵站計(jì)劃增建5座2 10 ~ 4m ~ 3浮頂式儲(chǔ)油罐，場(chǎng)區(qū)地形復(fù)雜，油罐地基土層分布均勻水平，從上之下主要由中密粉土層、粉細(xì)砂與粘土互層、粉細(xì)砂夾粘土層和細(xì)砂層等4層組成。