1) complete set of droppers
整体吊弦
1.
Analyses effect construction of the complete set of droppers precision factor thus line, temperature, wire, manufacture, installation.
分析了影响整体吊弦施工精度的因素,包括线路情况、环境温度、线材、加工、安装等方面。
2.
It illustrates the structure and characteristics of adopted complete set of droppers in constructing OCS for electrification of railways, introduces the preparation, calculation formula and modification formula for calculating the length of complete set of droppers, and gives the synthesized calculation formula applicable to complete set of droppers of simple chain suspension OCS.
阐述了电气化铁道接触网整体吊弦的结构型式及性能、计算整体吊弦长度需做的准备工作、计算公式及其修正公式,并给出了适用于简单链形悬挂整体吊弦的综合计算公式。
2) adjustment of straight catenary
直吊弦调整量
3) global string
整体弦
1.
These solutions can be used to describe a long, straight global string.
在物理上 ,这些解描述了无限长的直整体
2.
The gravitational property of a Dirac-Born-Infeld global string is investigated in four-dimensional approximately cylin drically symmetric spacetime.
研究了4维柱对称时空中Dirac-Born-Infeld(DB I)整体弦的引力性质。
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：IGCC电厂(见整体煤气化联合循环电厂)
IGCC电厂(见整体煤气化联合循环电厂)
Aintegrated gasification combined cycle plant
IGCC电厂bined eyele(integrated gasifieationConl一plant)见整体煤气化联合循环电厂。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条