高塑性粉土 的英文怎麼說

中文拼音 [gāoxìngfěn]
高塑性粉土 英文
high-plastic silt
  • : Ⅰ形容詞1 (從下向上距離大; 離地面遠) tall; high 2 (在一般標準或平均程度之上; 等級在上的) above...
  • : 動詞(塑造) model; mould
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : Ⅰ名詞1 (粉末) powder 2 (用澱粉製成的粉條或粉絲) noodles or vermicelli made from bean potato o...
  • 高塑性 : high-ductility
  1. It focuses on the theory of the mineral functional materials " improving the anti - chloride permeability and the chloride binding. the main achievements of this article include : 1 ) use the technology of xrd, sem, bet, laser particle size distributor etc to test the component, the construction, particle size distributor, specific surface etc of micro - silica, ultra - fined slag, high quality fly ash, meta - kaolin clay, four types of the mineral functional material, theoretically analysis the functions which the four mineral functional minerals act on cement concrete, namely pozzolanicity effect, filling effect, micro - aggregate effect, surface adsorption effect and so bring into play the affect of plastification, lowing of temperature, reinforcement, improvement of durability. base on this analysis we can conclude that the proper diameter of the mineral functional material is 5 m - 15 m, that is blain fineness 4500cm2 / g - 7500cm2 / g

    本論文的主要成果包括以下幾個方面: ( 1 )採用xrd 、 sem 、 bet 、激光粒度分析儀等多種測試手段,探明了以硅灰,超細磨粒化爐礦渣,優質煤灰及偏超細等4種超細礦物功能材料的組成、結構、粒度分佈、比表面積等基本質;從理論上分析了礦物功能材料在混凝中的4種效應,即火山灰效應、填充密實效應、微集料效應、表面吸附效應,並由此發揮出增、溫峰削減(降熱) ,增強及耐久改善等作用;通過相關理論分析,推導出礦物功能材料的合理粒徑范圍在5 m 15 m ,即勃氏比表面積為4500cm ~ 2 g 7500cm ~ 2 g 。
  2. The results show that the process of concrete sawing with diamond tools is that the impact of diamond sawblade induces the rupture and break of concrete surface layer during high speed sawing ; cement and carpolite become micro chips by the cutting of diamond grits ; steel fiber and steel wire are broken by plastic deformation or pulled out by forces

    結果表明:金剛石鋸片鋸切混凝的過程表現為速據切過程中金剛石據片的沖擊引起混凝表層斷裂破碎,水泥石子等在切削區內層受到金剛石磨粒的微切削作用形成屑,以及鋼纖維和鋼絲發生金屬變形斷裂或被拔拉而斷裂的過程。
  3. Based on the principles of designs of self - compacting and light aggregate concrete mix, sclc of lc30 - lc50 was developed by using absolute volume method. the main factors affecting the workability of sclc were studied by adopting the modified l - 800 fluidity instrument. the results indicate that the key techniques insuring good workability of sclc are about 30 % first - grade fly ash, about 50 % volume sand ratio, 2 % ~ 6 % dosages of silicon fume and compounded superplasticicizers with viscous ingredient

    採用改進l - 800流動儀,研究了影響lc40自密實輕骨料能混凝工作的主要因素,結果表明:煤灰摻量保持30左右,硅灰摻量為2 6 ,體積砂率為50左右和摻加具有粘組分的復合效減水劑是保證sclc拌合物具有較好工作的關鍵。
  4. In this paper, the so preparing self - compacting concrete with low and middle strength using super fine mountain sand artifical sand and phosphorus slag is studied systemically. through the study the influence of the shape, the proportion of the dust and the grade of sand to the workability and the mechanical property of self - compacting concrete, it is found that super fine mountain sand artifical sand are not suit to prepare low and middle strength self - compacting concrete, but when they are combined and the additive and assistant band material are used, c20 - c40 high performance self - compacting concrete is prepared ; the corresponding additive is developed to solve the delamination caused by the low proportion of banding material ; the evaluating system for the workability of low and middle strength self - compacting concrete is built ; the controlling method for production, construction and curing was set up. and the result of the research is applied into several projects

    通過分析特細山砂和機制砂的顆粒形態、末含量、顆粒級配等特對自密實混凝的工作能和力學能的影響,發現特細山砂、機制砂不宜單獨用於配製中低強度等級自密實混凝,宜將特細山砂和機制砂進行合理復配,並選擇合適的外加劑和礦物摻合料,優化配合比設計,可生產c20 c40中低強度等級自密實能混凝;研製開發出了具有效減水、保、抗離析功能的外加劑,有效解決了中低強度等級自密實混凝由於膠凝材料用量少而出現的離析、泌水問題;應用正交設計方法,對因素和水平進行合理選擇,確定了生產中低等級自密實混凝的最優配合比;建立了中低強度等級自密實混凝的工作評價體系;提出了生產、施工及養護的質量控制技術方法。
  5. 2 ) to a certainty of sand percentage, concretes with moderate critical sand percentage which changed in about 36 % - 43 % were more sensitive to plastic shrinkage cracking than concretes with lower or higher sand percentage. 3 ) concrete made with lower strength grading cement was more prone to plastic shrinkage cracking than that of concrete made with higher strength grading cement

    4 )煤灰和硅灰對混凝收縮裂縫的影響與拌合物的實際水膠比有關,存在一個水膠比界限,在此界限之上,摻入煤灰或硅灰的混凝較易開裂,在此界限之下,煤灰或硅灰能混凝收縮裂縫具有抑制作用。
  6. The results indicate that less dosage of water, clay, bentonite and larger dosage of cement, and mixing coal ash and admixture can increase compressive strength of plastic concrete

    結果表明,減小水膠比及黏和膨潤的用量,增加水泥用量,摻加煤灰和外加劑,均可提混凝的抗壓強度。
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