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1)  integral assembling
整体总装
1.
The integral assembling process of IP casing for ultra supercritical 1000MW steam turbine made by Shanghai Turbine Company Ltd.
介绍了上海汽轮机有限公司1000MW超超临界汽轮机中压缸整体总装的工艺技术。
2.
The article involves the IP-casing integral assembling process technology of ultra supercritical 1000MW steam turbine made by Shanghai Turbine Company Ltd.
介绍了上海汽轮机有限公司(STC)1000MW 超超临界汽轮机中压缸整体总装的工艺技术。
2)  aggregate total
整体总额
3)  overall installation
总体安装
1.
Actual significance of the design of overall installation complex pipe network;
总体安装综合管网设计的实际意义
4)  integral hoisting
整体吊装
1.
The techniques of integral hoisting of the super steel cofferdam is adopted in No.
苏通大桥主桥6、7、8号墩的特大型钢吊箱采用整体吊装施工工艺。
2.
The selection and integral hoisting of water tower with large capacity are also discussed.
对8度震区内800m3倒锥壳保温水塔的受力特点和抗震设计进行了比较详细的分析,提出了支承筒与水柜间先进简捷的连接方式,从而增加了水塔的有效容积,缩小了水柜直径,节省投资,并对大容积水塔的选型和整体吊装施工工艺进行了剖析和探讨。
3.
Solutions were adopted aiming to several characteristics including accurate location of construction steel box, integral hoisting (with 190 t total weight) and difficult organization.
介绍了针对施工钢套箱准确就位、钢套箱整体吊装(总重量为190t)和施工组织难度大等特点采取的应对措施。
5)  integral lifting
整体吊装
1.
Method and characteristics of integral lifting of axial flow Kaplan runners;
轴流转桨式水轮机转轮整体吊装的方法和特点
2.
On the integral lifting construction technique of the arch leaf for the concrete filled steel tube's arch
钢管混凝土拱桥拱片整体吊装施工技术
3.
The construction technique for high altitude integral lifting of large front support point form travelers by use of simple horizontal hanger frame is introduced,through comparison of construction technique of large form travelers of two cable-stayed bridges(Chongqing Fengjie Yangtse River Bridge and Pengxi River Bridge on Chongqing Yunwan Expressway).
通过重庆奉节长江大桥及重庆云万高速公路彭溪河特大桥两座斜拉桥挂篮吊装施工的对比,主要介绍了利用简易水平吊架进行大型前支点挂篮高空整体吊装的施工技术。
6)  integral lifting and installation
整体吊装
1.
This paper introduces the construction scheme adopted for the integral lifting and installation of guyed form traveler for the main girder atop pier No.
介绍忠县长江公路大桥11号墩主梁牵索挂篮采用的整体吊装施工方案。
2.
0,the rest parts of the girder of the bridge are constructed by the front-support form travelers and the construction technology for the integral lifting and installation of the travelers is presented.
丰城剑邑大桥主桥为(55+2×165+55)m单塔双索面斜拉桥与悬臂梁桥协作体系结构,除0号块前3段梁段外,其余梁段采用前支点挂篮施工,介绍挂篮整体吊装施工工艺。
补充资料:火箭总装


火箭总装


火箭总装 《中国长城工业公司》
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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