sandwich wall meaning in English
夹层墙
夹墙
夹心墙
Examples
- Axial compression test on space truss - concrete combined sandwich wall plate
结构夹芯墙板中心受压试验研究 - Double side of concrete panel can bear and deform coincidently because angle - steel frame and steel wire confined , it ensured durable character of sandwich wall , too , due to thick of wall increasing , wall ' s stable bearing strength was improved
双侧的混凝土面层保证了墙体的耐久性；由于角钢边框和拉结钢丝对双侧混凝土面层的约束，保证了双侧墙板的协同变形和承载能力；保温层增大了墙体厚度，提高了墙体的平面外稳定性。 - There are still many problems remain to be solved in these aspects , such as research on the cladding material , lateral resistant system and steel frame connections , etc . in this paper six 1 : 2 - scale steel frame specimens and eight full - scale steel frame connection specimens are tested on their behavior under cycle loading . there are five aspects as below on the problems of steel resident building researched : 1 a new lateral resistant system , which is steel frame with cavity sandwich wall infill , is put forward for the first time in this paper
本文针对钢结构住宅体系中亟待解决的若干问题，完成了六榀1 : 2钢框架模型试验和八个足尺比例的梁柱连接模型在低周往复荷载作用下的试验，进行了以下几个方面的深入研究： 1本文首次提出了一种新型的空腔复合填充墙钢框架抗侧力体系。 - On the basis of the experimental research , its hysteresis characteristics , calculation method of stiffness in different stage and ultimate bearing capacity are discussed . based on a seismic design method on the new lateral resistant system is concluded according to the research result in the paper . the effect of some parameters is discussed on steel frame with cavity sandwich wall infill and some design suggestion is presented
在试验研究的基础上，建立了该体系的恢复力特性模型，提出了模型各受力阶段的刚度计算公式、极限承载能力的计算方法和抗震计算方法；对影响空腔结构砌体填充墙钢框架抗侧力性能的因素进行了讨论，提出了设计建议。 - Though the pseudo - static test of three prototype - modal sandwich wall with angled - steel column , seismic behavior are discussed . based on the concrete nonlinear analyzing theory , this paper constructed the finite element modal by ansys program and proved the modal by test result . designed & further improved methods are presented on the conclusion of tests and calculations
本文通过对三个角钢边框复合剪力墙板的原型拟静力试验，研究了角钢边框复合剪力墙的抗震性能，同时在现有混凝土非线型分析理论的基础上，采用ansys有限元分析程序建立了墙板的有限元模型，结合试验数据对模型进行了验证。