新凝砂漿 的英文怎麼說

中文拼音 [xīnníngshājiāng]
新凝砂漿 英文
freshly set mortar
  • 新 : Ⅰ形容詞1 （剛出現的或剛經驗到的） new; fresh; novel; up to date 2 （沒有用過的） unused; new 3 （...
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 砂 : 名詞（沙子） sand; grit
  • 漿 : 漿同「糨」
  1. 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

    主要考察了老混凝土表面不同處理方式（刷毛面，鑿毛面，劈裂面） 、界面粘結劑類型（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混凝土粘結面劈拉強度的影響，以及凍融作用下新混凝土加氣對粘結面劈拉強度的影響。試驗結果表明，粗糙度對新老混凝土粘結性能有重要影響，隨著粘結面粗糙度的增大，粘結面劈拉強度不斷增加；界面粘結劑類型對新老混凝土粘結性能有一定影響，在凍融作用下， u型膨脹劑水泥漿粘結效果不如水泥凈漿和水泥砂漿；凍融循環對粘結面劈拉強度有較大影響，加氣能明顯改善新老混凝土粘結面的抗凍能力。
  2. The bond effect of various bond material is also researched by use of the test of pored - drilled drawing bond between new and old concretes. this paper also makes a contrast with the effect of mortars " bond, which offers a meaningful reference on how to choose bond materials and to appraise the bond effect

    並通過新老混凝土鉆芯拉拔粘結試驗，研究了不同界面粘結材料的新老混凝土粘結效果，並與其砂漿粘結試驗結果進行了對比，對實際工程應用中正確選用界面粘結材料及評價粘結效果具有一定的指導意義。
  3. Concrete, mortar and grout admixtures. measurement of the percentage of entrained air in fresh concrete using an air meter

    混凝土砂漿和灰漿添加劑.氣量計測定新拌混凝土內封閉空氣的百分比
  4. The major performances of concrete and mortars, which are mixed with different quantities of expansion admixtures under the same mix proportions, are studied systematically and deeply in this work. sulphoaluminate mixed with a type of new expanding component by use of the composite methods are studied in the laboratory, and some achievements have been obtained. the service conditions, the characteristics and the shortcomings of expansion admixture in the concrete engineering are analyzed and summarized based on literatures, and the expanding mechanism of concrete is discussed

    本文試圖從膨脹劑不同摻量研究其對混凝土和砂漿主要性能的影響，進行了一系列宏觀力學性能試驗研究；利用差熱分析（ dta ） 、掃描電子顯微鏡（ sem ）等分析手段對鈣礬石等水化產物的結晶和生成量、形貌特徵進行微觀分析；並採用復合方法摻加新型膨脹組分對硫鋁酸鹽類膨脹劑（ uea ）進行了改性試驗研究，根據多因素模糊綜合評價方法就各類膨脹劑的主要性能進行綜合評價，得出摻加新型膨脹組分pt的膨脹劑性能較優，取得了明顯的效果。
  5. Interface is the weakest region in new - to - old concretes or mortars. usually, the interfacial bond strength is very low, and approach to the strength of substrate

    界面是新老砂漿或新老混凝土中最薄弱的區域，通常情況下，界面粘結強度低，很少達到本體的相應強度。
  6. This dissertation focuses on the systemic experiments and theoretical analysis on strengthening reinforced concrete beams with high - performance ferrocement. the main research content and achievements can be summed up in the following aspects : 1. experimental study on flexural strengthening of beams with ferrocement : based on the tests of sixty - three beams, the performance of beams flexural strengthening with ferrocement has been tested

    本文對採用這種新材料加固的鋼筋混凝土梁進行了系統的試驗研究和理論分析，研究的主要內容和成果如下: 1 .復合砂漿鋼筋（絲）網加固混凝土梁抗彎試驗研究:在63根梁的試驗基礎上，研究了復合砂漿鋼筋（絲）網加固對混凝土梁抗彎性能的影響和作用。
  7. In the aspect of improving the cracking feature, compatibility and flexibility, the author has done experiments, including strength, modulus of elasticity experiments, and design some experiments similar to the practical structure and circumstance including adhesion strength between fresh mortars and old ones, between mortar and polystyrene board, mortar shrinkage in concrete circle, mortar shrinkage at different strength and different polymer - cement ratio, and temperature deformability at different strength and different polymer - cement ratio on mortars, on different type of formwork and on mortars with different type of formwork

    在改善砂漿抗裂性、提高柔韌性和協調變形能力方面，進行了不同聚合物摻量的強度試驗、彈性模量試驗；設計了與模網混凝土實際結構和情況相接近的新老砂漿粘結強度試驗、砂漿與苯板的粘結試驗以及混凝土環中的砂漿收縮試驗；進行了不同強度、不同聚合物摻量下的砂漿干縮變形試驗、溫度變形試驗，以及不同結構形式的鋼網自身溫度變形試驗和配有鋼網的砂漿溫度變形試驗。
  8. Methods of test for mortar for masonry. part 7 : determination of air content of fresh mortar

    圬工砂漿試驗方法.第7部分:新凝砂漿空氣含量測定
  9. Methods of test for mortar for masonry. part 6 : determination of bulk density of fresh mortar

    圬工砂漿試驗方法.第6部分:新凝砂漿體密度測定
  10. Methods of test for mortar for masonry. part 3 : determination of consistence of fresh mortar by flow table

    圬工砂漿試驗方法.第3部分:新凝砂漿稠度測定
  11. Methods of test for mortar for masonry. part 4 : determination of consistence of fresh mortar by plunger penetration

    圬工砂漿試驗方法.第4部分:新凝砂漿稠度測定
  12. Methods of test for mortar for masonry - part 3 : determination of consistence of fresh mortar by flow table includes amendment a1 : 2004 ; german version en 1015 - 3 : 1999 a1 : 2004

    圬工灰漿的試驗方法.第3部分:根據流量表測定新凝砂漿
  13. A good idea, using strongly polar activated water produced by electro - hydraulic impulse technology to improve the mechanical performance of concrete, is put forward in this dissertation. the process of generating strongly polar activated water is described in this paper

    本文提出了用電液壓脈沖強極性活化水來提高混凝土和砂漿的力學性能的新設想，較為系統地深刻分析了電液壓脈沖制備強極性活化水的作用過程。
  14. Study on workability - design of fresh concrete was carried out by introducing coefficient of filling - voids of mortar ( cfvm ), where cfvm was the ratio of voids content of densely packed coarse aggregates to the volume of mortar in concrete

    在新拌混凝土工作性設計中引入了砂漿填充系數c _ （ fvm ）的概念， c _ （ fvm ）是混凝土中砂漿體積與粗集料振動密實空隙體積的比值。
  15. Workability - design of fresh concrete was studied from rheology aspect. mortar slump flow test was further developed to evaluate properties of water - reducers and compatibility between cement and water - reducer for mortar. a method for measuring water absorbed by coarse aggregate in fresh concrete was put forward

    從流變學角度對新拌混凝土工作性進行了以下研究：進一步完善了砂漿坍落擴展度試驗方法，用於測評砂漿中減水劑飽和摻量及水泥對外加劑的適應性。
  16. An innovative strengthening scheme for reinforced concrete space beam - column joints using high strength steel wire mesh and polymer mortar jacket was proposed, and the quasi - static tests of three reinforced concrete beam - column joints with floor slab and transverse beams were performed to verify the efficiency of the strengthening scheme

    摘要提出了採用新技術高強鋼絞線網片聚合物砂漿加固技術提高鋼筋混凝土空間框架節點抗震性能的方法，並通過3個帶有直交梁和樓板的空間框架節點試件的低周反復加載試驗對該加固方法進行了檢驗。
  17. Due to aging and utilizing condition changing, rc structures are often needed to be strengthened. rc structures wrapped with steel wire meshwork and reinforced by high strength mortar spray is proved to be a new effective reinforced method not only by the similarity of material behavior to objects strengthened, but also its endurance and easy installing

    實際工程中的結構物由於使用壽命或使用條件變化等原因，往往需對其進行加固，加固方法是多種多樣的，其中鋼絲網外噴高強砂漿加固混凝土結構不論從所使用材料性能與原結構的相似性，還是從加固的耐久性和方法的方便性等方面來講，均是一種有效的新型加固方法。
  18. To significantly improve both strength and durability of repair interfacial layer between old and new concrete, two attempts were firstly put forward in this thesis : ( 1 ) a kind of new modified primer would be produced by introducing shrinkage reducing admixture into cement mortar, which may both reduce the shrinkage of the interfacial layer, and lessen the content of large crystal in the repaired interface layer, accordingly, remarkably increase the van der waals force of interfacial layer

    為大幅度提高新老混凝土修補界面層的強度和耐久性，本文首次提出並實現兩個設想： （ 1 ）以國產減縮劑為外加劑，配製新型改性水泥砂漿界面劑。該界面劑既能減少界面層宏觀干縮裂縫，又不增加大晶體，使界面層形成密實的微細觀結構，顯著提高粘結界面層內晶體間的范德華力。
  19. Saturation dosages of two plasticizers in concretes were measured by bar - slump test. a mathematic model for calculating saturation dosage of plasticizer in concrete from which in mortar was found out by taking adsorption of coarse aggregate into account

    建立了粗集料在新拌混凝土中吸附水率的測試方法，與改進的障礙坍落度試驗方法相結合，提出了從砂漿到混凝土的減水劑飽和摻量數學模型。
  20. The flexible fiber reinforced concrete is a new kind of civil engineering material. because of its excellent performance compared with traditional concrete, it is used extensively in civil engineering

    柔性纖維混凝土是一種新型的建築材料，它以水泥砂漿或者混凝土為基體，以連續的或者非連續的纖維作增強材料。
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