1) temperature joint
温度缝
1.
In addition,set-up of the longitudinal temperature joint for the building is very appropriate according to the feature of this project.
作者采用门式刚架与传统框排架结构相结合的结构类型,使厂房结构布置更合理;根据工程特点,恰当地设置厂房纵向温度缝,且优化了吊车梁设计,最终节省了钢材。
2.
The present situation of 750 kV substation steel lattice frames and temperature joint setting are introduced in this paper.
介绍了750 kV变电站钢构架现状及温度缝设置情况,以工程实例说明超长钢结构的应用情况,并对相关规程、规范中关于温度缝设置的要求及原则进行分析。
2) temperature seam
温度缝
1.
The superficial discussion on the reasons and controls for emerging architecture temperature seams in multi-storey masonry structures;
谈多层砖混结构温度缝的原因和控制
3) fracture tempreture
裂缝温度
4) temperature crack
温度裂缝
1.
Study on the causes of temperature cracks in masonry-concrete building and countermeasures;
砖混结构温度裂缝成因及对策
2.
The reasons of bricked housing temperature crack and its control technique;
砖砌体住宅温度裂缝的成因及其控制技术
3.
Analysis on the temperature cracks in parapet of masonry-concrete building and preventive measures;
砖混住宅女儿墙温度裂缝的分析与预防
5) temperature cracking
温度裂缝
1.
Analysis of reason and prevention and control of temperature cracking of large concrete block;
大体积混凝土温度裂缝的原因及防治措施
2.
How to calculate and control the temperature cracking of large ferroconcret structure;
大型钢筋混凝土结构的温度裂缝计算及控制
3.
Meanwhile,through combined with some existing problems in structure body structure forms and its design,it also brings forward some useful methods to be adopted for preventing temperature cracking in routine design and construction,so as to more effectively control and avoid the occurance of temperature cracks.
针对砌体结构温度裂缝的种类和成因作了扼要分析,并结合砌体结构形式及设计中出现的问题,提出了设计、施工中应采取的防治温度裂缝的一些方法,从而有效控制和预防温度裂缝的产生。
6) temperature cracks
温度裂缝
1.
The reasons of mass concrete temperature cracks and the controlling steps;
大体积混凝土温度裂缝原因及控制措施
2.
Analysis of protecting measures of pouring board temperature cracks in brick concrete structure;
砖混结构现浇楼板温度裂缝的防范措施分析
3.
Controlling measures of temperature cracks in bridge big bulk concrete construction;
桥梁大体积混凝土施工中的温度裂缝控制对策
补充资料：温度缝
温度缝
temperature joint
wendufeng温度缝(temperature joint)为减小应力，防止发生危害性裂缝，将建筑物分段(分生建所形成的人工缝，又称伸缩缝。有临时性温度永久性温度缝两种。上下贯通的永久性温度缝也沉降缝的作用。 温度应力是因内部温度升降或内外温度差而的结构次应力。分段设缝可减小结构与约束场的)从而使温度应力减小。显然，分段(块)尺寸决定度变幅的大小、约束状况以及材料强度等。岩基混凝土坝，施工期间混凝土的温度变幅及温度样较大，同时受岩基和浇块之间的约束，故需分块护设临时温度缝，待温度稳定后再加以封堵(灌浆或混凝土)，同时保留一部分作为永久性温度缝，以长期温度变化的需要，贯穿挡水面的永久性温度应设止水。温度缝的型式及止水构造见坝体分缝水。软基上的建筑物如水闸、涵管等也需设置温上但分段尺寸可稍大些，一般与沉降缝合并考虑。l度修和曰皿户逢可起七生{寸，于温上的变都i筑，可填置应逢内 止:缝，，坦、一混凝土铺盖横向缝 水{问分缝位置图衬砌等为适应长期周期性的温度变化，缝。图为水闸温度缝的布置图。消力池┌─┐ │!}│ ├─┤ │二│ ├─┤ │ │ ┌───┐ │ │┌──┐ │r一， │ │ ││\ │ ├───┤ └─┘│ │┌─┐│ 峋│┌──┐ ├──┤│勺││入_ ││川 │ │.1- ││ ││ ││ │ └──┘│ ││ ││ │┌──┐ ├─┤│ │└──┘│二 │ │ ││ │ ├──┤ ├─┤│ │ │} ├──┐│ ││ │ ├──┤ │└─┘│ │┌──┐│二 │ │ │ ││.l │├──┤ │ │ │├──┤│}l │ │ │ ││}、}│└──┴──┘ └───┘└──┘也应设置温丈(谢景惠)
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