土木工程外文翻译--论高层剪力墙建筑施工中的技术管理要点-建筑结构(编辑修改稿)

土木工程外文翻译--论高层剪力墙建筑施工中的技术管理要点-建筑结构(编辑修改稿)内容摘要：

of construction program is correct or not directly related to the project39。 s construction schedule, quality and engineering capital ofthe upper and lower construction plans indeed given the choice to bee the focus oftechnology management. To be precise affirmation of highrise building construction plan, it is necessary to stop the allround understanding of the surrounding environment of theproject, construction progress, quality specifications, and summary of experience in the construction process from time to time, to consider diligence, good break, the idea of several sets of construction plans analogy, optimization purposes. Well Hung highrise residential building construction, mainly thinking about the following detailed plans. Choice of earth excavation plan based on the engineering characteristics and surrounding environment conditions, the construction unit stratified selection of the size of the excavationmachine to stop excavation, pile top soil. 1 m thick and 5 000 m, with large crawler backhoemachine excavation。 soil between piles of about 4 751 m, unmatched structured, using asmall backhoe excavation machine and in conjunction with excavation, so that pared toa simple artificial excavation I can still improve efficiency。 in accordance with detailedconditions, respectively, confirmed the excavation direction, carriageways。 application ofCFG pile layout orientation to the labor team, a special bucket to reach the goal of progressergonomics. Theoretical proof that the project using the above scheme, the excavation of earth, brokenpiles 1 201 (about 166 m), the duration of a total of 9 d, input Jixietaiban 31, 405 labordays, and the budget required to put the mechanical unitsClass 41, 996 labordays, savingabout 2 of the project capital. O3 ten thousand yuan. The transfer material platform turn feeding platform erection of the planned highrise building construction site of the applied frequency, the transfer material platform of strongand lunch is directly related to the project can be successfully stopped according toduration. After discussion, the project has denied the application of simple steel fastenerserection pick rack plans to turn the feeding platform, instead of using two No. channelprimary beam, on the 8th channel beam spacing of 1 m, Nobuhito indoor 1 .5 m, the mainbeam ends and central pull on the rope inclined to use the 16th fixed, capped with laddersboard, welding railings around the building envelope, the special transfer material platform,and was careful to stop the layout of the location, to meet construction needs, savingcapital, played a winwin results. The selected template plan the project for the whole shear wall constructed, the expansion joints for the graphic design, are arranged symmetrically on each shear wall area of 3 6001TI. Given this situation, thinking the large steel system. In doing so, the reduction of theduration and construction of capital are better than the system of small steel and bamboorubber template system. Thus, the project decided to adopt the system of large steel welded using traditional steelback sho。