粘土混凝土 的英文怎麼說

中文拼音 [niánhúnníng]
粘土混凝土 英文
clay concrete
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 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
  • 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 research overcomes the shortcomings of primers in common use, and breaks through the traditional astriction of absence of chemical bond between new and old concrete. both macrostructure and microstructure as well as bond mechanism was discussed and some further research advice was put forward

    本研究克服了以往的界面劑僅能改善界面層宏觀或微細觀結構的缺點,突破了新老結層主要依靠范德華力提供界面結力而幾乎不存在化學鍵作用的缺點。
  2. To improve the binding strength between the deck slabs and deck surfacing layer of badong changjiang river highway bridge and to provide the surfacing layer with anti - cracking ductility, a series of technical measures has been taken in the construction of the deck surfacing of the bridge, including those of embedding binding reinforcement in the deck slabs, spraying inorganic binding agent between the slabs and layer, replacing part of the cement with micro expansion agent and adding appropriate amount of polypropylene fibers to the concrete

    摘要巴東長江公路大橋橋面鋪裝,通過採取預埋橋面接鋼筋、噴塗無機界面結劑、用微膨脹劑替代部分水泥、在中摻入適量的聚丙烯纖維等措施來提高橋面板與鋪裝層間的界面結強度和給橋面抗裂增韌。
  3. Methods of test for masonry units - determination of water absorption of aggregate concrete, manufactured stone and natural stone masonry units due to capillary action and the initial rate of water absorption of clay masonry units

    圬工砌塊的試驗方法.人造石和天然石圬工砌塊因毛細作用的吸水率及圬工砌塊吸水初速的測定
  4. Methods of test for masonry units - part 11 : determination of water absorption of aggregate concrete, manufactured stone and natural stone masonry units due to capillary action and the initial rate of water absorption of clay masonry units

    圬工單位的試驗方法.第11部分:集料人造石和天然石圬工單位因毛細作用的吸水率及圬工單位吸水初速的測定
  5. Cement is the bond in concrete.

    中水泥是結劑。
  6. Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research

    鋼筋異型柱結構體系,採用t形、 l形、十形截面柱代替傳統的矩形截面柱,以輕質材料製作的框架填充墻代替自重較大的磚填充墻;框架柱隱于墻內,避免了屋角柱楞突出對室內觀瞻及佔用空間的影響,同時,又具有框架結構布置靈活、易於分隔的優點,深受住戶及房地產開發商的歡迎,是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。
  7. 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

    乳化渣油半剛性路面材料就是針對瀝青的弱點進行改性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彈性特徵。
  8. 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,但粉煤灰早期的聚性較差,應注意養護,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。
  9. Following is the factors ideating with the surface of old concrete in different way ( including brushing surface, chiseling surface, cleaving surface ), adherence agent ( including cement slurry, cement sand slurry, cement slurry with the u expansion agent ), the freeze - thaw circulation times and air - entraining. as a result, we found that the roughness influence on the adhesion capability of the new on old concrete to a large degree. the larger rougeness is, the larger the splitting tensile strength on the adhension face is. the kind of adhesion agent is also influence on the adherence capability of new on old concrete. the circulation times of freez - thaw have a large influence on the splitting tensile strength of adherence face of new on old concrete. the analysis of tests give some advices to the practical engineering

    主要考察了老表面不同處理方式(刷毛面,鑿毛面,劈裂面) 、界面結劑類型(水泥凈漿,水泥砂漿, u型膨脹劑水泥漿) 、凍融循環次數等對新老結面劈拉強度的影響,以及凍融作用下新加氣對結面劈拉強度的影響。試驗結果表明,粗糙度對新老結性能有重要影響,隨著結面粗糙度的增大,結面劈拉強度不斷增加;界面結劑類型對新老結性能有一定影響,在凍融作用下, u型膨脹劑水泥漿結效果不如水泥凈漿和水泥砂漿;凍融循環對結面劈拉強度有較大影響,加氣能明顯改善新老結面的抗凍能力。
  10. This interaction between steel and concrete is called "bound".

    鋼筋與的這種相互作用叫「結」。
  11. The consolidating wave speed means the speed at which elastic stress wave transmits throughout reinforced concrete, and it is intervenient the inherent wave speed of steel and of the concrete. moreover, the consolidating wave speed inherent in the material of the reinforcing steel bar and the concrete, and it relates to the cling strength of steel bar and the concrete

    固結波速是指彈性應力波通過鋼筋-體系傳播時的速度,通過理論分析得知固結波速的大小介於鋼筋和中彈性應力波速之間,由鋼筋與二者的材質特性決定,與二者的結強度密切相關。
  12. In the same time, according to the fracture test results, the influence mechanism of aggregate size on fracture toughness of adherence of new and old concrete is discussed and analyzed, which is verified by manse of the fractal theory

    同時根據新老結斷裂試驗結果,分析了粗骨料最大粒徑對新老結斷裂韌度的影響機理,並用分形理論對影響機理進行了驗證。
  13. The binders has supper fluidness 、 bonding capacity 、 water retentivity 、 filler properties, no segregation, no bleeding and supper mechanical properties after harden. it is one of high performance concrete. japanese have been researched self - compacting concrete from 1987, and used more than 1. 2millions litres

    其拌和物具有良好的流動性、聚性和保水性,要求填充性能優異,不離析、不泌水且硬化后具有良好的力學性能,屬于高性能( high - performanceconcrete )的一種。
  14. Construction of miyun reservoir chaohe major dam riprap reinforcement engineering

    鋼加固技術在病害及缺陷加固工程中的應用
  15. Technical specification for concrete structures pres ? ? tressed with unbounded tendons

    結預應力結構技術規程
  16. This paper demonstrates ultimate stress increment of unbonded tendons can be composed of approximate elastic deformation along the elements and local plastic deformation by nonlinear analysis on the unbonded partially prestressed concrete continuous structures. referring to the rule of ultimate stress increment of unbonded tendons at every load case, a regression formula of ultimate stress increment of unbonded tendons based on elastic - perfectly plastic model has been presented for engineers to calculate ultimate stresses of unbonded tendons in prestressed concrete multi - span continuous structures

    考慮在各種荷載工況作用下無結筋極限應力增量的變化規律,並與理想的彈塑性模型相比較,最終得出以理想彈塑性模型計算各種荷載工況作用下無結筋極限應力增量的回歸公式,從而為預應力多跨連續結構的無結筋應力設計計算提供有益的參考。
  17. Ultimate stress increment is a hotspot problem in theory of unbonded partially prestressed concrete structure, however, according to design critera and the art of the state on this issue around the world, it is still not considered in reason that ultimate stress of unbonded tendons in prestressed concrete multi - span continuous structures varies with load cases

    結筋的極限應力增量一直是無結預應力結構理論中熱點問題,而從目前各國的設計依據及研究現狀來看,還沒有合理考慮多跨連續結構的無結筋極限應力隨荷載工況變化的情況。
  18. The rehabilitation of understrengthened reinforced concrete bridges with cfrp laminates is a new technique received considerable attention, and is still in unformed phase

    貼碳纖維布加固鋼筋橋梁作為一項新興的技術被廣泛關注,但仍處于研究階段。
  19. The construction execution of prestressing work has many advantages such as : dry - work, rapidity, no organic adhesion agent, small space to be taken, the high efficiency of strengthening, so this way can be applied in the structures which request to improve bearing capacity largely and take small space after strengthening as well as other structures which will work in long time and in high temperature

    預應力加固過程是干作業,施工速度快,不使用有機結劑,加固后佔用空間小,加固效率高,適用於要求大幅度提高承載力及加固后佔用空間小的結構,也適用於要求施工速度快,加固后使用年限長,工作環境溫度高的結構。
  20. Adhesives for tiles - determination of tensile adhesion strength for cementitious adhesives

    瓷磚膠劑.接強度的測定
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