干缩的英文

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英文翻译
造句

air shrinkage

干 trunk; main part
缩 contract; shrink
干缩比 ratio of tangential to radial shrinkage
干缩的 dried up; dried-up
不定形干缩 collapse
不均匀干缩 restrained shrinkage
初始干缩 initial drying shrinkage
初始干缩率 initial drying shrinkage
干缩差异 ratio of tangential shrinkage to radial shrinkage
干缩疗法 collapse therapy
干缩裂缝 desiccation crack; desiccation fissure; desiccationfi ure; dessication fracture; disiccation fissure; shrinkage cracks
干缩裂隙 desiccation crack; desiccation fissure; klizoglyph
干缩苹果 shrivelled apple
干缩翘曲 cupping
干缩损耗量 shrinkage losses
干缩系数 coefficient of shrinkage; shrinkage coefficient
干缩折减 reduction of drying shrinkage; reductionofdryingshrinkage
干燥失重；干缩 drying shrinkage
骨干缩短术 diaphyseal shortening
混凝土干缩 concrete shrinkage
木材干缩 wood shrinkage
原始干缩 initial dry shrinkage; initial drying shrinkage
干缩多边形土 shrinkage polygon
圆筒烘干缩率 tumbler shrinkage
高干缩率混凝土 high drying shrinkage concrete

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例句与用法

The results indicated that in the precondition of eligible durability , 11 % of fa content and 7 % of stone powder content had the composition effects , which made concretes have best workability and strength , and restrain the shrinkage to a degree
结果表明，在耐久性满足要求的前提下， 11 %掺量的粉煤灰与7 %含量的石粉产生了良好的复合叠加效应，使混凝土获得了最佳和易性和强度值，且对干缩起到了一定的抑制作用。
At the same time , the factors affecting dry shrinkage and durability are also analysed . the mix proportion parameters of hprrc are determined , while hprrc is good in workability ( slump 30mm ) , and can meet the needs of opening traffic within 12 ~ 48h . 5
4 、采用多元回归分析方法探讨了影响12h 、 24h 、 28d高性能快速修补砼抗折强度的因素；还对影响hprrc干缩性能、耐久性能的因素进行了分析，确定了hprrc配合比设计参数。
Then according to temperature gradient and humidity gradient , which are the essential factors inducing concrete cracks , distribution of thermal and moisture within young concrete and numerical methods to calculate temperature stress and shrinkage stress are systematically analyzed
然后针对引起混凝土开裂的本质因素即混凝土内部的温湿度梯度，系统地分析了混凝土温湿度场的变化规律及温度应力和干缩应力的数值计算方法。
The cold resistance and the water permeability resistance of the recycled coarse aggregate concrete were also test . the principle and the influencing factors of the drying shrinkage , the freeze thaw action and the water permeation action of the recycled coarse aggregate concrete were briefly narrated
还测试了再生粗骨料混凝土的抗冻性和抗渗性，简要叙述了再生粗骨料混凝土干缩变形、冻融作用、渗透作用的机理以及影响因素。
9 . okume : origin of africa . wooden features : gloss strong , straight texture ; fine structure , uniform ; light weight ; soft hardness ; low intensity ; easily processed , containing silica , easy blunt tool ; peeling excellent performance ; surface bristle slightly ; good adhesive properties , nail easily
木材特性：光泽强，纹理直结构细，均匀重量轻硬度软强度低干缩中。加工容易，含硅石，刀具易钝单板刨切旋切性能佳表面略起毛胶粘性能良好，钉钉容易。
2 . okume : origin of africa . wooden features : gloss strong , straight texture ; fine structure , uniform ; light weight ; soft hardness ; low intensity ; easily processed , containing silica , easy blunt tool ; peeling excellent performance ; surface bristle slightly ; good adhesive properties , nail easily
木材特性：光泽强。纹理直结构细，均匀重量轻硬度软强度低干缩中。加工容易，含硅石，刀具易钝单板刨切旋切性能佳表面略起毛胶粘性能良好，钉钉容易。
Polypropylene fiber reinforced concrete ( ppfrc ) , steel fiber reinforced concrete ( sfrc ) and mixed fiber reinforced concrete used in plate of bridge are studied . the performances of concrete with different fiber content , such as compression strength , tension strength , splitting tensile strength , frost resistance , shrinkage , early shrinkage and chloride ion diffusion coefficient ( dcl - ) are studied
分别研究了改性聚丙烯纤维、钢纤维和混掺纤维对桥面板用混凝土性能的影响,研究了不同纤维掺量混凝土的抗压强度、抗折强度、劈裂强度及抗冻性、干缩性能、早期开裂和氯离子扩散系数进行了试验研究。
3 . the results of research on durability of hbc concrete including resistance of freeze - thaw , permeability , carbonation , corrosion as well as shrinkage and sub - microstructure structure exhibit hbc concrete has good properties of freeze - thaw resistance , permeability resistance , carbonation resistance , corrosion resistance and less shrinkage compared with opc concrete
通过对高贝利特水泥高性能混凝土的一系列耐久性能包括抗冻、抗渗、抗碳化、抗侵蚀、干缩以及其各龄期的亚微结构等的研究，得出：高贝利特水泥高性能混凝土具有良好的抗冻、抗渗、抗碳化及抗侵蚀性能并且干缩较小。
In the aspect of improving the cracking feature , compatibility and flexibility , the author has done experiments , including strength , modulus of elasticity experiments , and design some experiments similar to the practical structure and circumstance including adhesion strength between fresh mortars and old ones , between mortar and polystyrene board , mortar shrinkage in concrete circle , mortar shrinkage at different strength and different polymer - cement ratio , and temperature deformability at different strength and different polymer - cement ratio on mortars , on different type of formwork and on mortars with different type of formwork
在改善砂浆抗裂性、提高柔韧性和协调变形能力方面，进行了不同聚合物掺量的强度试验、弹性模量试验；设计了与模网混凝土实际结构和情况相接近的新老砂浆粘结强度试验、砂浆与苯板的粘结试验以及混凝土环中的砂浆收缩试验；进行了不同强度、不同聚合物掺量下的砂浆干缩变形试验、温度变形试验，以及不同结构形式的钢网自身温度变形试验和配有钢网的砂浆温度变形试验。
The influence of polypropylene fiber , expansion agent and both of them on moisture expansion and dry shrinkage of the filled wall were systematically tested . the testing results and theoretical analysis slowed that polypropylene fiber was the most beneficial to restrain it ’ s moisture expansion and drying shrinkage , however , the block doubly blended with polypropylene fiber and expansion agent can most beneficially improve crack - resistance of wall filled with the stone ballast block , at the
试验结果和理论分析证明上述试验结果及理论分析,即单掺聚丙烯纤维、单掺膨胀剂和双掺聚丙烯纤维与膨胀剂均能限制混凝土空心砌块的湿涨干缩,其中,聚丙烯纤维的限制效果最好;但是,膨胀剂的补偿收缩与聚丙烯纤维的限缩联合作用使得双掺砌块更有利于增强混凝土空心砌块填充墙的整体抗裂性能。