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cementing
相关语句
  胶结
    CARBIDE SLAG-FLUIDIZED FURNACE SLAG CEMENTING MATERIAL AND CFA CONCRETE
    电石渣沸腾炉渣胶结料及其混凝土
短句来源
    A Study on Properties and Structure of the cementing Material from Gypsum and FIuidized Furnace Slag
    二水石膏沸渣胶结材的性能与结构研究
短句来源
    Study on Chemical Kinetics of Reaction between Cementing Goethite and Chlorhydric Acid
    人工胶结态针铁矿与盐酸反应的化学动力学研究
短句来源
    Study on Modification of Mixed Cementing Material with Gypsum by Means of Ordinary Portland Cement
    普通硅酸盐水泥对石膏基混合胶结材的改性研究
短句来源
    Effect of Different Kinds of Soil on the Compression Strength After Cementing
    相异土质的岩土对胶结后抗压强度的影响
短句来源
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  “cementing”译为未确定词的双语例句
    Root Pile Applied in the Foundation Cementing Engineering
    树根桩在基础加固工程中的应用
短句来源
    Technique of High Pressure Jet Cementing Curtainin Place Flooded with Deep Water
    深水淹没高喷注浆帷幕技术
短句来源
    The paper represents the preparation process for a new type lightweight heat insulating material made mainly from iron tailing and spent polystyrene foam,with common silicate cement as the cementing agent.
    介绍了新型轻质隔热保温材料的制备工艺,以铁尾矿、废旧聚苯乙烯泡沫为主要原料,普通硅酸盐水泥为胶凝剂,制备轻质隔热保温材料。
短句来源
    Study on Strength and Fracture of Fly Ash Concrete with Lower Water Cementing Material Ratio
    低水胶比粉煤灰混凝土强度与断裂性能
短句来源
    Test analysis of ductility on cementing prestressed overlapping flexural unit
    有粘结预应力叠合受弯构件延性的试验分析
短句来源
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  cementing
In particular, the role of osmosis in well flushing and cementing processes was noted in study by N.
      
The described system not only allows cementing under vacuum, it also permits to optimise drainage during surgery.
      
HPCH is a composite system, which is composed of cementitious and auxiliary cementing materials, composite additives, abrasion resistance component (aggregate) and pigment.
      
The density of material structure, bonding capacity of cementitious material to the abrasion-resisting component and the corrosion resistance are greatly and effectively improved by adding the auxiliary cementing materials and compound additives.
      
Severe leakage is confirmed at the interface between hardened slurries and steel tube during the dynamically curing process, which induces the quick loss of cementing property of slurries.
      
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In this paper, We give summation of the present experimental stage on the behavior of cementation type and the cementation technology, using massion pine and birch as basic materials for test sample and urea-formal-dehyde resin as cementing materials. We also put forward the reqnirements of additive to soli- difying agent, of water-resistant behavior of cementation and of moisture cont- ent of wood, as well as the data of the optimum compression range during soli- dification. All of these provide necessary...

In this paper, We give summation of the present experimental stage on the behavior of cementation type and the cementation technology, using massion pine and birch as basic materials for test sample and urea-formal-dehyde resin as cementing materials. We also put forward the reqnirements of additive to soli- difying agent, of water-resistant behavior of cementation and of moisture cont- ent of wood, as well as the data of the optimum compression range during soli- dification. All of these provide necessary reference for designing and engineeri- ng of the plywood structure.

本文是以马尾松、桦木为试胚基本用材,以尿醛树脂为胶结料,对胶种的性能及胶合工艺进行试验的阶段性总结.文中提出的固化剂掺量、胶结的耐水性能、木材含水率的要求、固化时最佳加压范围等数据,可供设计、制造胶合木结构工程参考.

On the basis of studying the cementing power of plywood structure, exp- loratory experiment were made on the reliability of cemented structural mem- bers.This paper, gives the experimental summation on strength and rigidity oe I-shaped beam with slab of cemented flank of massion pine. The results of thf experiments show that with the structural members using massion pine wood ce- mented with urea-formaldehyde resin or phenolphthalein resin, the safety fac- tor of bending stress is greater than 3, the safety...

On the basis of studying the cementing power of plywood structure, exp- loratory experiment were made on the reliability of cemented structural mem- bers.This paper, gives the experimental summation on strength and rigidity oe I-shaped beam with slab of cemented flank of massion pine. The results of thf experiments show that with the structural members using massion pine wood ce- mented with urea-formaldehyde resin or phenolphthalein resin, the safety fac- tor of bending stress is greater than 3, the safety factor of shearing stress is greater than 5,and the strength of cemented crack is greater than the strength of wood. This provides a basis for comprehensive treatment of the defects of massion pine wood and widens theuse of cemented wood structure.

我们在胶合木结构胶结能力研究的基础上,对胶合构件的可靠性进行探讨性试验,本文为马尾松胶合侧立腹板工字形梁的强度、刚度的试验总结.试验结果表明,用尿醛树脂或酚醛树脂胶合马尾松木材的构件、弯曲应力的安全度大于3,剪应力安全度大于5,胶缝强度大于木材强度,为综合治理马尾松木材的缺陷和扩大胶合木结构的应用提供依据.

In order to study special engineering properties (high porosity, high strength and low compressibility) of red soils, the physico-mechanical properties, chemical composition, mineralogical composition and microstructure features of samples of red soils in China have systematically analysed with SEM, EDAX, XDA and by conventional physico-chemical test.It has been found that the strength of red soil come mainly from chemical (atomic and molcular) bonds residual or regenerated between the particles, from cementing...

In order to study special engineering properties (high porosity, high strength and low compressibility) of red soils, the physico-mechanical properties, chemical composition, mineralogical composition and microstructure features of samples of red soils in China have systematically analysed with SEM, EDAX, XDA and by conventional physico-chemical test.It has been found that the strength of red soil come mainly from chemical (atomic and molcular) bonds residual or regenerated between the particles, from cementing force of crystalline ferric oxide and from influence of colloidal ferric hydroxide.Though free colloidal ferric hydroxide existed in the pore solution under the humid condition have the certain restraint on clay surface activity, they can not prevent all swell-shrink behavior of clay.

为了研究红土的高强度、低压缩和高孔隙的工程特性,我们系统地分析了我国各类红土的物理力学性质,物质成分和微结构特征。我们发现红土强度主要来源于粒间残存或新生的化学键力、晶质氧化铁的胶结力和胶态含水氧化铁的影响。长期处于湿润条件下,赋存于孔隙溶液中的游离胶态氧化铁,虽能对粘土表面斥力起一定抑制作用,但还是不能完全阻止红粘土的胀缩行为。

 
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