1) become deformed with dry and contract
湿差和干缩变形
2) shrinkage deformation
干缩变形
1.
Finite element simulation based on microscopic mechanism of concrete shrinkage deformation;
基于微观机理的混凝土干缩变形有限元模拟
2.
Value of shrinkage deformation under different humidity is recorded by micrometer gauge.
主要研究了水泥用量、胶凝材料类型、引气量、砂率等因素对混凝土干缩变形的影响。
3) drying shrinkage
干缩变形
1.
Based on comparing tests between the drying shrinkage of small type concrete block packed wall at different air hummidity and different restraint condition of steel bar length,the effect of the level-direction pulling steel bar on the drying shrinkage of small type concrete block packed wall were studied.
通过不同湿度和不同拉结钢筋长度约束条件下混凝土小型砌块填充墙体干缩变形的对比试验,研究了水平拉结钢筋对砌块填充墙干缩变形的影响,并作了相应的机理分析。
4) dry shrinkage deformation
干缩变形
1.
The article analyzes the main causes of cracks in air-entrained concrete wall from dry shrinkage deformation of air-entrained concrete building block and mortar,temperature fluctuation,settlement deformation of masonry and irrational building structure,and proposes measures to control wall cracks,in order to ensure normal utilization and security of wall.
从加气混凝土砌块及砂浆干缩变形、温度变化、砌体沉缩变形、建筑物构造不合理等方面分析了引起加气混凝土墙体产生裂缝的主要原因,并提出了控制墙体开裂的措施,以保证墙体的正常使用及其安全性。
2.
The article introduces the concept of waterproofing for subway station with sandwich structure and analyses the temperature stress on side wall concrete and the dry shrinkage deformation and volume deformation of the concrete with some conclusions on causes for side wall cracking.
介绍了地铁叠合结构车站防水的基本概念,对地铁叠合结构车站侧墙混凝土所受的温度应力、混凝土干缩变形、自身体积变形等进行了分析研究,得出了产生侧墙裂缝原因的几点结论。
5) Shrinkage
[英]['ʃrɪŋkɪdʒ] [美]['ʃrɪŋkɪdʒ]
干缩变形
1.
The experimental samples are formed firstly,then unrestrained compression strength、resilience modulus、shrinkage are tested.
采用规范建议的级配加入分别为４％、５％、６％、８％的水泥剂量，制成标准试件经规定的养护后，在不同龄期进行无侧限抗压、回弹模量、干缩变形等试验。
6) wet compression set
湿压缩变形
1.
The dry and wet compression set characteristics of polyurethane high resilience foam have been resarched.
对聚氨酯高回弹泡沫的干、湿压缩变形性能进行了研究,详细考察了配方中水量、聚合物多元醇、交联剂、异氰酸酯指数和官能度变化对聚氨酯高回弹泡沫压缩变形性能的影响,并对产生影响的原因做了初步探讨。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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