1) moveable hoisting structure
吊装可动体系
2) structure under hoisting process
吊装结构体系
3) hoisting system
吊装系统
1.
This paper mainly introduces the hoisting system of reinforced conc re te arch bridge with 150m super longspan, thinwall and boxweb and the concrete co nstruction scheme.
主要介绍了150m特大跨薄壁箱肋钢筋砼拱桥无支架缆索吊装系统以及具体施工方案。
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：因水火风动故地动
【因水火风动故地动】
经云：此阎浮提地，南北阔二万一千由旬，东西阔七千由旬，厚六万八千由旬。地下有水，厚八万四千由旬。水下有火，厚八万四千由旬。火下有风，厚六万八千由旬。风下有金刚轮，过去诸佛舍利，咸在其中。或有时大风忽动，火亦随动。火既动已，水复随动。水既动已，地即随动。故云因水火风动故地动。（梵语阎浮提，华言胜金洲。梵语由旬，华言限量，或四十里，或六十、八十里也。）
经云：此阎浮提地，南北阔二万一千由旬，东西阔七千由旬，厚六万八千由旬。地下有水，厚八万四千由旬。水下有火，厚八万四千由旬。火下有风，厚六万八千由旬。风下有金刚轮，过去诸佛舍利，咸在其中。或有时大风忽动，火亦随动。火既动已，水复随动。水既动已，地即随动。故云因水火风动故地动。（梵语阎浮提，华言胜金洲。梵语由旬，华言限量，或四十里，或六十、八十里也。）
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