粘性瀝青 的英文怎麼說

中文拼音 [niánxìngqīng]
粘性瀝青 英文
heavy asphalt
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : Ⅰ動 (液體滴落) drop; drip; trickle Ⅱ名詞(液體的點滴) drop; drip; trickle
  • : Ⅰ形容詞1 (藍色或綠色) blue or green 2 (黑色) black : 青布 black cloth; 青牛 black ox3 (年輕...
  • 瀝青 : pitch; asphalt; bitumen; mineral resin; dacholeum; goudron; chian; pez; peucine; pitchblende
  1. Standard test method for toughness and tenacity of bitumen

    試驗法
  2. A little emulsoid was added in the bitulith to improve the performance of asphalt pavement. the new material is of rigidity and flexibility. we called it semi - rigid bituminous emulsion

    乳化渣油半剛路面材料就是針對混凝土的弱點進行改研究的一種新型復合材料,其在增加材料剛度的同時仍保留了部分特徵。
  3. In this paper, the author chooses five heavy - traffic asphalts and two typical aggregates ( limy stone and granite ) to study the relationship between the viscosity and the adhesion, or between the component and the adhesion of the asphalts

    本論文選用五種重交道路石油和兩種典型石料(石灰巖和花崗巖)來研究度和組分與的關系。
  4. Standard test method for the apparent viscosity of roofing bitumens using the parallel plate plastometer

    使用平行板塑計測試屋頂層表觀
  5. Bitumen and bituminous binders - determination of the stickiness of rapid curing cut - backs

    合劑.快乾測定
  6. Glass and pitch behave like supercooled liquids of very high viscosity.

    玻璃和的行為很像具有極高的過冷液體。
  7. A viscoelastic fatigue constitutive model of asphalt mixture

    混合料疲勞本構模型
  8. Bitumen and bituminous binders - visualisation of polymer dispersion in polymer modified bitumen ; german version en 13632 : 2003

    合劑.高聚物改中高聚物分散的目測
  9. In this paper, a high performance sma system applied to steel bridge deck is put forth in allusion to the pavement project of the wuhan junshan yangtze river highway bridge. it comprises steel slab, zn coating layer, closing layer, adhesive, pre - mixed asphalt stone and dual layer sma from bottom to top. it is based on the fea results of the forces and deformation of the pavement layer by means of the algor feas, according to this bridge ' s traffic and the ambient temperature varying range of the pavement layer

    本文針對武漢軍山長江公路大橋鋼箱梁橋面鋪裝工程,從鋪裝層環境溫度變化范圍、交通量等使用條件出發,在用algorfeas有限元分析軟體分析鋪裝層受力變形基礎上,提出了(即鋼板+金屬鋅塗層+封閉層+接劑+預拌碎石+雙層sma )的高能鋼橋面sma鋪裝體系,並對這種sma的組成材料,包括改、集料、礦粉、纖維進行了比較研究,設計了這種sma的配合比,對sma混合料的能進行了對比試驗,對這種sma方案進行了疲勞能研究,驗證了所選擇sma方案的可行
  10. Bitumen and bituminous binders - determination of dynamic viscosity of modified bitumen - part 2 : coaxial cylinders method ; german version en 13702 - 2 : 2003

    合劑.改動態度的測定.第2部分
  11. Methods of test for petroleum and its products - bs 2000 - 514 : bitumen and bituminous binders - determination of dynamic viscosity of modified bitumen - coaxial cylinders method

    石油及其製品的試驗方法. bs 2000 - 514 :合劑.改動力的測定.同軸圓桶法
  12. Methods of test for petroleum and its products - bs2000 - 518 - bitumen and bituminous binders - visualisation of polymer dispersion in polymer modified bitumen

    石油及其製品的試驗方法. bs 2000 - 518 .合劑.聚合物改中聚合物擴散的目測法
  13. The grade composite, road performance and its mechanism are systemically studied. 1 ) the aggregate grade of ogfc is studied through the volume method base on the analysis of the aggregate grades. then the grade is verified and the relation between the grade and pore rate is studied statistically, the typical grades of ogfc are developed ; 2 ) the reasonable pore rate of ogfc is studied on the basis of the balance of mechanics and function performance ; 3 ) the mineral fiber is added to the ogfc mixes to increase asphalt content, thus the anti - water performance of ogfc mixes are improved ; 4 ) high viscous asphalt fit for the preparation of ogfc is prepared through composite modification by sbs and rubber powder ; 5 ) the mechanics mechanism of ogfc is studied in the paper, it shows : asphalt paste, as well as the coarse aggregate skeleton, is essential to the mechanics of ogfc

    在分析各國ogfc級配的基礎上,運用礦料體積法進行ogfc級配設計,用正交實驗對礦料級配進行了優化設計,運用數理統計方法分析礦料級配和孔隙率之間的關系,並回歸出礦料關鍵篩孔通過率與ogfc骨架空隙結構關系的數學方程,進而提出了ogfc的合理級配;通過對不同孔隙率典型級配混合料的能研究,綜合力學和功能能,得出了ogfc的合理孔隙率范圍:針對高速公路面層對ogfc力學能方面的要求,本文從膠結材料、纖維穩定劑兩方面對ogfc的能進行改善:通過sbs和橡膠粉復合改的方法開發出了適合ogfc的高度改,摻加聚合物纖維,提高ogfc的最佳用量,進而改善了混合料的高溫能和抗水損害能,優化設計出能滿足高速公路路用能,車轍動穩定度達5000次/ mm以上,動融劈裂強度比90 ,透水系數31ml / s ,並具有防滑降噪功能的開級配磨耗層( ogfc )混合料。
  14. The author also points out the factors that affect the adhesion of asphalt to aggregate, the asphalt membrane ' s ability of resisting flaking off from aggregate, asphalt mixture ' s water stability and asphalt pavement ' s water damage

    指出了影響與集料的?集料系統抗水剝離能力、混合料水穩路面水破壞的因素。
  15. Content of asphalt, aggregate gradation, marshall stability, ratio of bitumen to aggregate and spalling adhesiveness are expatiated in terms of the stability of modified asphalt mixture at high temperature for ji - mu highway measured on the spot, and the rutting damage and control measures are also analysed

    摘要根據雞牡公路工程實踐,通過現場試驗段割條測試改混合料高溫穩定,闡述了含量、礦料級配、馬歇爾穩定度、油石比、礦料等,對車轍產生的危害,以及控制措施。
  16. Study on the preparation and adhesive property of modified asphalt

    層材料的配製和能研究
  17. Research and development and application of sbs modified asphalt for tack coat

    層材料的研製與應用
  18. Communicate meeting about drainage pavement of high viscosity modified asphalt and rubber modified asphalt we had hold was in our board room on marth 24, 2007. we invited professor ni fujian from southeast university and guo zhaoli, a research fellow from jiangsu communications research institute, to deliver a lecture

    2007年3月24日,我司在萬凱24樓大會議室舉辦了關于高度改排水路面及橡膠技術等方面的技術交流會,特邀請東南大學倪富健教授及江蘇省交科院郭兆立研究員前來作為主講人,就相關主題進行講演。
  19. Introduction of product modified cool. self - viscous rubber asphalt waterproof coiled materials are maninly compossd of high - grade sbs asphalt, sbr and other flexble materials intermingled thickener, viscosity increaser and intensifier. polyethy lene and foil can be used to cover the surface

    冷自橡膠改防水卷材是以優質sbs和sbr等彈體材料為基礎並摻入增塑劑、增劑和填充劑,採用聚乙稀、鋁箔為表面覆蓋材料或無覆蓋材料(雙面自)而製成的可自行結的防水卷材。
  20. Compared the results of brookfield viscosity experiments with that of water - boiling experiments, the conclusion can be obtained : the relationship between the viscosity and the adhesion of asphalts is not apparent ; and the judgment of " higher is the asphalt viscosity, better is the adhesion " is under certain conditions

    通過不同溫度下brookfield旋轉度試驗和不同與不同石料之間的水煮試驗分析表明:度對它與集料的沒有明顯的相關; 「度越大,與集料的越好」這一論斷是有條件的。
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