混凝土養護 的英文怎麼說

中文拼音 [húnníngyǎng]
混凝土養護 英文
concrete curing
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • : Ⅰ動詞1 (供養) support; provide for 2 (飼養; 培植) raise; keep; grow 3 (生育) give birth to ...
  • : 動詞1. (保護; 保衛) protect; guard; shield 2. (袒護;包庇) be partial to; shield from censure
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  1. The effort spent on careful grading, mixing and compaction of concrete will be largely wasted if the concrete is badly cured.

    如果混凝土養護得很差,那麼在精心選定的級配、拌和和密實成型上所耗費的精力將是徒勞無益的。
  2. The expansion agents can only make up the shrinkage to some extent, and the compensation effects would be reduced when the retardener and fly - ash are used. the expansion agents are not panaceas to avoid the shrinkage cracking as expansion can also reduce the concrete soundness. under bad curing condition, the polypropylene fibrillated film fiber can improve concrete ' s anti - crarking property, while the nominal steels have very unobvious effects. to reduce the concrete shrinkage thus avoid the cracking, the former factors must all be taken into account in concrete proportion design to develop sound concrete

    研究結果表明,水泥的品種和用量是影響收縮值的主要因素之一,當中水泥用量超過470kg / m ~ 3時,的收縮值超過400 10 ~ ( - 6 ) ,在約束狀態下存在高開裂風險;採用細砂使單位用水量顯著提高,收縮值也大幅增加;優質粉煤灰總體上能抑制的收縮,以超量方式摻入其抑制作用更加明顯,但粉煤灰早期的粘聚性較差,應注意,以免失水產生龜裂;早強減水劑和緩減水劑都會使收縮值增加;膨脹劑只能補償部分收縮,同時受緩劑和粉煤灰的抑制,而且膨脹使的體積安定性增加了不確定因素,膨脹劑不是解決收縮裂縫的良方。
  3. Slow, careful curing of the concrete improves the hydration of the cement.

    的緩慢而精心的可以改善水泥的水化作用。
  4. Shotcrete - rock bolt support and concrete lining are important parts of timbering structures in modern tunnel construction, and there are also essentials for natm. the intensity difference of concrete is big because of the big randomicity at the aspects of material, metage of additive, mix round, ratio of water and lime, spray construct and water maintain

    由於噴射和二次襯砌在拌和料、外加速劑的稱量、拌勻以及水灰比的配比、在噴射作業及灑水上都存在著很大的隨機性,其強度的差異也較大。
  5. Ill 6. regularity of concrete petrography changing with temperature, standing time, cooling and curing process was studied by x - ray diffraction analysis. microscopic mechanics relative to macroscopic phenomenon after fire was discussed

    利用x -射線衍射分析試驗研究了火災高溫后的巖相隨受火溫度、靜置時間、冷卻及方式的變化規律,探討了火災后產生宏觀現象的微觀機理。
  6. More than 300 prismoid concrete specimens with calcareous aggregate were made. three factors, temperature in fire, standing time and cooling type and cure methods after cool, were considered to simulate possible appearance in fire and after fire. many test schemes were planned for different purposes

    設計製作了300餘個鈣質骨料稜柱體試件,為了模擬火災時及火災后可能出現的情況,分別考慮了不同的火災受火溫度、靜置時間和冷卻及冷卻后的方式三種影響因素,根據試驗目的的不同,設計了多種試驗方案。
  7. Methods of test for production control of concrete - method of rapid test for compressive strength of concrete by warm water curing

    生產控制試驗方法.熱水法測定壓縮強度的快速試驗方法
  8. According to above - mentioned way, this research is on the foundation of jichun - chen teacher research. focal points have studied stock coordination, additive, steam to press maintenance method for the influence of performance of low - silicon tailings aerocrete

    本研究在陳吉春老師研究的基礎上,根據上述思路,重點研究了物料配合比、外加劑、蒸壓方法對低硅尾礦加氣製品性能的影響。
  9. Analysis for the product hydration process of natural maintenance show tailings and quartz sand surface is advantage for the major influence of hydration outcome in jing pei generate " base role ", do not participate in chemical reaction basically, while steam temperature and pressure for hydration structure and form of low silicon - tailings aerocrete have obvious influence, it is why the compressive strength of two products have obvious difference

    對自然的製品水化過程分析的研究表明,尾礦和石英砂表面對於水化產物的主要影響是利於晶胚生成的「基底作用」 ,基本不參與化學反應,而蒸壓溫度和壓力對低硅尾礦加氣水化產物的結構、形態有著明顯的影響,導致兩種製品的抗壓強度有明顯差別。
  10. After bfs is put into high strength superplasticized expansive concrete ( substituted for cement ), autogenous shrinkage does n ' t appear in 1 day standard curing, and e2 in 14 day ' s age is higher than that of high strength superplasticized expansive concrete without bfs in the same age

    高強流態膨脹摻入磨細礦渣(等量替代水泥)后,標準1天未出現自收縮, 14天的限制膨脹率明顯高於未摻磨細礦渣的高強流態膨脹的對應值。
  11. Based on the construction of the testing section for the lining of jiping main canal in shandong province of south - to - north water transfer project, the main causes of the cracking from the mechanized lining concrete slabs are analyzed from the aspects of foundation treatment, bedding layer placement, quality of the raw materials for the concrete, placement of the concrete, cutting of the hardened concrete and the curing of the concrete, and then the relevant prevention and control measures are pertinently put forward

    摘要結合山東省南水北調濟平乾渠工程襯砌試驗段施工情況,著重從地基處理、墊層料鋪設、原材料質量、澆築、成型割縫及幾個方面分析了機械化襯砌板裂縫產生的主要原因,並針對性地提出了預防及控制措施。
  12. Pumice concrete after being close - grained and molding is not sensitive to maintaining conditions, and this idiosyncrasy can predigest maintaining measures and reduce lacuna

    浮石在密實成型后,其結硬化過程中對于濕的敏感性較小,這有利於簡化施工措施和減少早期缺陷的產生。
  13. The result shows that the compressive strength of concrete under natural variational low temperatural curing is higher than the compressive strength of concrete under permanent low temperatural curing and the pore porosity under natural variational low temperatural curing is less than the compressive strength of concrete under permanent low temperatural curing ; the compactibility of concrete is good with fa ( < 15 % ) and sf ( < 8 % )

    結果當摻合料摻量相同時,自然變低溫( - 15 ~ 5 )條件下抗壓強度高於恆低溫( - 10 )條件下抗壓強度,孔隙率要低於恆低溫( - 10 )條件下的孔隙率;當單摻粉煤灰時摻量低於15 % 、單摻硅灰時摻量低於8 % ,低溫的密實性較好。
  14. Sprayed on method of curing

    噴敷層混凝土養護方法
  15. Method of test for curing compounds for concrete

    混凝土養護劑的試驗方法
  16. Big physical volume concrete temperature control that protect

    大體積混凝土養護的溫度控制
  17. Standard test method for water retention by concrete curing materials

    混凝土養護材料保水性的標準試驗方法
  18. Curing compounds for cement concrete

    水泥混凝土養護
  19. Solar reflective curing membrane

    混凝土養護日光反射膜
  20. Curing of concrete

    混凝土養護熟化
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