屋面鋼結構腳手架搭設方案.doc
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本工程裙房與主樓間設計為采光連廊，32層及33層以上為輕型鋼結構屋面，為便于連廊及鋼結構安裝施工，在該部位需搭設滿堂腳手架。連廊處滿堂腳手架的搭設高度為32M，搭設面積為630M²；32層處滿堂腳手架的搭設高度為24M，搭設面積約765 M²；33層處滿堂腳手架的搭設高度為19.2M，搭設面積約587M²。滿堂腳手上不堆放材料，只要滿足人員及零星材料即可，滿堂腳手架的使用荷載不超過2.5KN；屋面鋼桁架部份單件長度達到20.55M，單件重量達到6929KG，吊車無法直接吊裝就位，需在分段在腳手架上組裝就位。
The project is designed to skirt and light corridor between the main building, 32 storeys and 33 storeys for the light steel roof, for ease of installation and construction corridor and steel, full house in the erection of scaffolding parts required. Corridor office full house scaffold erection height of 32M, puts up an area of 630M ²; 32 floor office full house scaffold erection height of 24M, puts up an area of about 765 M ²; 33 floor office full house scaffold erection height of 19.2M, puts up an area of about 587M ². Full House does not stack materials on hand foot, as long as you can meet the staff and scattered material, the use of scaffolding full house load of not more than 2.5KN; roof truss part of the single length 20.55M, single weight to 6929KG, lifting crane can not be directly on position, need to sub-assembly in place on the scaffold.