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shrinkage相关的网络例句

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与 shrinkage 相关的网络例句 [注:此内容来源于网络,仅供参考]

The results indicated that there were significant differences between clones and all the coefficients of shrinkage that were found to be under strong genetic control. The vertical variation pattern within tree of shrinkage was downward with the tree height. The clonal repeatability's in shrinkage of oven-dried and air-d...

结果表明:木材干缩率在无性系间的差异都达到了极显著水平,并受到强度遗传控制;木材干缩在株内纵向的变异模式是随树高增加而降低;全干体积,径向、弦向干缩率和气干体积,径向、弦向干缩率无性系重复力分别为 0 89,0 95 ,0 84 ,0 6 7,0 84和 0 6 8。

The invention aims at solving the problem of generating the self-restriction shrinkage stress caused by the shrinkage deformation difference at various positions in a concrete sample that is not considered by the existing concrete shrinkage stress detecting method.

本发明的目的是为解决现有混凝土收缩应力的测试方法没有考虑到混凝土试件中不同位置处的收缩变形差异而产生自约束收缩应力的问题。

Based on the theory of shrinkage, capillary force theory, the influence of road concrete additives in common use on surface tension of water is studied, and the results show that the influence of water reducer is very small whereas shrinkage-reducing agent and air entrainer can reduce surface tension of solution significantly. The relation between surface tension and additive dosage are non-linear relation. Each additive has an obvious critical micelle concentration.

从混凝土收缩的基本理论——毛细管张力理论出发,通过道路混凝土外加剂对水的表面张力的影响研究发现,减水剂对水的表面张力的影响很小,而减缩剂和引气剂可以大幅度降低溶液的表面张力,溶液的表面张力随外加剂的掺量呈非线性形式降低,而且都存在临界胶束浓度。

And the improved testing device of autogenous shrinkage was used to test early autogenous shrinkage of UFA concrete.

采用改进的混凝土自收缩试验装置对UFA混凝土的早期自收缩变形进行了测试。

Therefore it is demonstrated that autogenous shrinkage and chemical shrinkage are two different physical quantities.

证明自收缩与化学收缩是两个不同的物理量。

Through shrinkage,the lipid containment and the cuticle's shape changes,the results showed that this kind of Azotobacter vinelandi enzyme can efficiently enhance the anti-shrinkage function of wool.

其外表面角质层的鳞片依次叠盖,造成纤维表面逆鳞片方向的摩擦因数大于顺鳞片方向的摩擦因数而产生定向摩擦效应[1],使羊毛发生毡缩现象。

Because the fish drying Shrinkage small Shrinkage crack surfaces, more in Water, so the bibulous rate of early (see figure 4) soon, absorbing ability, 1.2 m in bibulous rate (Water absorption Measurement can reach 1 36), In the early EHD water are slower, bibulous rate in 30 m in later, when the water absorption speed enough time to also can achieve higher bibulous rate and natural drying EHD with dry bibulous rate basic same, in addition, natural drying and EHD dry fish good water resistance, 120 m in water can still keep complete shape after drying fish, but by 120 m in pieces after absorbing began.

由于热风干燥鱼的收缩率较小、表面有较多缝隙,所以在吸水初期的吸水速度很快(见图4),吸水能力很强, 120 m in 吸水率可达到1。 36; EHD在吸水初期的吸水速度均较慢,在30 m in以后吸水速度加快,当吸水时间足够时也能达到较高的吸水率,自然干燥与EHD干燥的吸水率基本相同,另外,自然干燥和EHD干燥鱼的耐水性好, 120 m in 吸水后仍能保持完整形状,而热风干燥鱼经120 m in 吸水后即开始溃散。

It had been proved that the bulkiness of the differential shrinkage filaments air-jet textured yarn could be controlled effectually by the different filament or multi-filament linear density,as well as the air-jet texturing and differential shrinkage parameters.

结果显示,异收缩空气变形纱的膨松度可以通过选择单、复丝的线密度、空气变形加工和异收缩变形加工工艺参数的方法加以有效控制。

Through discussions on the effect of shrinkage in scouring-dyeing on the apparent and inherent quality of crepe de chine products, suggestions are made on some adjustments of crepe de chine's specifications and shrinkage in scouring, i.

探讨了染整工艺中练缩率对双绉成品外观质量和内在质量的影响,建议对双绉的规格和练缩率进行适当调查,将"统一出口绸缎规格"(1983年编)中规定的双绉经向练缩率2%~4%提高到8%~11%,以提高真丝双绉的成品质量。

In the redispersable powders, WACER powder is excellent. When fine percentage of redispersable emulsoid powder is 1, toughness, adhesive performance of mortar have improved.(3) When MC was mixed into mortar, water-retentive performance, toughness, adhesive performance of mortar have improved and 28d dry shrinkage of mortar has reduced.(4) When AEA was mixed into mortar, dry shrinkage of mortar reduced and infiltration resistance has improved.(5) When cement-to-sand ratio is 1:2.5 , toughness of mortar is perfect.

2WACKER的VAE和551Z两种乳胶粉的效果较好,最佳质量掺量均为1%,对砂浆的和易性、韧性、粘结性能均有较大改善;(3)在干拌砂浆中加入MC保水剂后,砂浆的保水性提高,韧性得到改善,粘结性能也得到了增强,砂浆的28d干缩值也有所下降;(4)砂浆中加入AEA膨胀剂后,砂浆的干缩下降,抗渗性也有一定提高;(5)灰砂比为1:2.5是较为理想的,砂浆的和易性较好,韧性较好;(6)砂浆中加入掺合料可以使砂浆的韧性得到提高,但是会使砂浆的粘结性能下降。

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