土木工程外文翻譯--論高層剪力墻建筑施工中的技術(shù)管理要點-建筑結(jié)構(gòu)-展示頁
2025-05-27 14:03本頁面
【正文】 g practice, the function of windows and doors. Review of building size, elevation, and so on. And then check the structural map, checking the size, elevation, and thinking can reasonably reinforcement. Built facilities map and statement Shi Figure control check. Check the map at the same time to think about the detailed construction plans. Timely munication with the designers. Well Hung real estate highrise residential building construction, the construction unit in thedrawings the Chinese Communists find I 8O at the problem, and promptly corrected theerror, to prevent economic losses do not want to. Technical tests to accurately place the contents of the technical disclosure of the Branch ofthe Ministry of project to be careful, in particular, is a key part of measures to deal with, construction and attention to matters, the quality of the project requests, etc. to write clearly. Good munication with the foreman, labor team squad, exchange, ensure precise Jiaodicontent. Selection and optimization of the construction plans of construction program is correct or not directly related to the project39。 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。 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
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