外墙外保温技巧；复合墙体；节能；热桥。
Exterior insulation technology; Complex wall; Energy conservation; Thermal bridge.
密肋复合墙体是密肋壁板结构的主要受力构件。
Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.
结果表明：实验测量得出的轻质麦秸复合墙体传热阻比理论计算值大；
The results indicate that the heat-transfer resistance of experiment is bigger than theory.
本实用新型的轻质夹芯复合墙体板强度高，保温、隔热、隔音性能好，安装方便。
The light sandwich compound wallboard of the utility model has high intensity, good heat preservation, heat insulation and sound insulation performances and convenient installation.
通过对密肋复合墙体进行拟动力试验研究，介绍墙体的主要破坏形态和破坏过程；
Based on the test of a multi-ribbed composite wall under pseudo-dynamic force, its main failure modes and its main failure processes are studied;
研究表明：密肋复合墙体是一种轻质、高强、节能、抗震性能良好的结构受力构件。
Research results indicated that the multi ribbed panel wall, being the main bearing member of MRPS, has the characteristics of low weight, high strength, energy saving and good seismic performance.
密肋复合墙体作为密肋壁板结构的主要受力构件，其受力特性、构造处理和连接方式比较复杂。
Being main bearing members of a multi_ribbed slab structure, the forced characteristics, tectonic measures and connections of a multi_ribbed composite wall are complex.
在由低碳钢丝制成的钢丝网幕的两边相对错缝粘接两块隔墙板构成复合墙体。依本发明还可制成屋面板。
Two said wall partitions are stack by use of low-carbon steel nets to form a complex wall body or roof slab.
因此，深入研究轻钢龙骨复合墙体的节能设计方法，对于在严寒地区推广应用这种结构体系具有重要意义。
Therefore, it is important to study on energy saving design method of light-gauge steel-framed composite walls in order to use it in cold areas.
在密肋复合墙板的损伤模型建立的基础上，对密肋复合墙体基于损伤性能目标的抗震设计方法进行了探讨。
On the basis of damage model of Multi-rib Wall, the paper discussed aseismic design method based on damage property.
综合各类墙体结构的各种性能评价，结果表明，复合墙体结构已成为各种体系节能建筑首选的墙体构造形式。
The results show that composite wall structure has become the first choice in energy-saving construction under the performance appraises for different structure systems.
并在试验结果与有限元模拟的基础上，依据极限平衡理论，建立起来复合墙体的斜截面抗剪极限承载力公式。
With the results of the multi-ribbed wall tests and finite element analysis, the shear capacity formulas of a oblique section based on ultimate balance theory are given.
在总结大量工程实践的基础上，提出了瓷砖饰面eps外保温复合墙体的质量控制措施，具有广泛的借鉴作用。
On the base of large quantity engineering practice, the quality control measures of tile coat EPS composite wall exterior insulation is introduced. It can be widely referenced.
提出了密肋复合墙体的抗侧刚度退化曲线和骨架曲线模型，并给出统一的表达式，为进一步的研究提供了基础。
The model of skeleton curve and the curve of stiffness degradation of the slab are presented, and the uniform expressions are given, which provides the foundation for successive study.
结合课题组前期的研究成果，就一种新型结构的主要受力构件——密肋复合墙体的抗震性能及设计理论进行研究。
On the basis of previous study, this paper presents a research on the aseismic performance and design theory of multi-ribbed slab wall, which is the main bearing member of a new structure.
根据六个混凝土小型空心砌块FRP复合墙体试件的伪静力试验结果，对这种复合墙体的破坏机理进行了系统的分析。
In this paper, the damage mechanism of composite FRP concrete small hollow block wall was studied systematically by the pseudo-static test results of six specimens.
建立了室外空气温度发生周期性变化情况下的复合墙体一维非稳态传热物理模型及数学模型，推导出复合墙体温度分布及热流密度分布表达式。
We aim at the establishment of one-dimensional physical and math model in the multiplayer walls. Heat flux and temperature distribution expression has been reduced and analyzed.
本文介绍以eps块为保温模块，经塑料连接桥连接后搭接为空心墙体并浇筑自密实混凝土作为承重结构的HS - ICF保温隔热承重一体化复合墙体。
HS-ICF composite wall was made by EPS insulation module and self-compacting concrete, which had heat preservation, heat insulation and load-bearing properties.
介绍了一种复合承力墙体—密肋复合墙板，并在2组共26块墙板的试验基础上，提出了该墙板的恢复力模型与损伤模型。
A new unit of structure Multi-rib Wall is introduced. The hysteretic model and the damage model of Multi-rib Wall are given which based on experiment of 26 Multi-rib Walls.
介绍了一种复合承力墙体—密肋复合墙板，并在2组共26块墙板的试验基础上，提出了该墙板的恢复力模型与损伤模型。
A new unit of structure Multi-rib Wall is introduced. The hysteretic model and the damage model of Multi-rib Wall are given which based on experiment of 26 Multi-rib Walls.
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