bonding concrete 中文意思是什麼

bonding concrete 解釋
膠結混凝土
  • bonding : 冰凍膠結
  • concrete : adj 1 具體的，有形的；實在的，實際的。2 固結成的，混凝土製的。3 圖案詩歌的（參閱concrete poetry）...
  1. 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、粘聚性和保水性，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，屬于高性能混凝土（ high - performanceconcrete ）的一種。
  2. Used for the rendering on both internal and external walls ; decoration plate and brick adhesive ; leveling by cement or gypsum ; also can be used as the bonding agent or interface treatment agent. it can be made into fine stone concrete used for structure enforcement and repair engineering too

    用於內外墻抹灰、飾面磚板粘貼、水泥或石膏膩子批刮，並可作為粘接劑、界面劑使用，也可配製成細石混凝土用於結構加固和維修工程。
  3. The results of experimental program clearly indicate that significant strengthening of reinforced concrete beams can be realized by bonding cfrp to the tension face of the beaxn, meanwhile the ductibility of beams decreased

    觀察了加固後梁的破壞形式，對破壞形式進行了分析。試驗結果顯示：外貼碳纖維對梁的正截面抗彎能力有明顯提高，加固梁的剛度增加而延性降低。
  4. The layered combined finite element model is taken in the finite analysis of concrete and bonding bar. in the nonlinear analysis ofunbonded prestressed concrete, the effect that unbonded tendons acts on concrete is replaced by equivalent force in the method of equivalent prestress

    在有限元分析中，混凝土和粘結鋼筋採用分層組合式的有限元模型，在無粘結預應力混凝土的非線性分析中，將無粘結預應力筋對混凝土的作用，借鑒預應力的荷載平衡法，用其等效力來代替預應力作用。
  5. The main content is : splitting tensile experiments were carried out about the standardized cube bonding specimens ( 150x 150x 150mm3 ) of the new - old concrete after high temperature. the temperature is divided into 9 groups from normal atmospheric temperature to 900, the cooling styles are natural cooling and spraying water cooling ; different interfacial treating methods : brushed with steel - wire brush, man - made chiseling ( not evenly ), man - made chiseling ( quite evenly ) ; different interfacial agents : no interfacial agent, neat cement paste, cement paste mixed with 10 % expanding agent

    主要內容有：本文對75個高溫作用后的標準立方體新老混凝土粘結試件進行了劈拉試驗，溫度從常溫到900c分9個溫度段，降溫方式分自然冷卻和噴水冷卻兩種。著重考察了溫度、降溫方式、界面粗糙度及界面劑對新老混凝土粘結劈拉強度的影響規律，闡述了高溫后粘結強度下降的機理。
  6. It indicates that the interfacial bonding of new to old concrete has good shearing property

    結果表明，溝槽式新老混凝土粘結面具有較好的抗剪性能。
  7. The results show that, the interfacial bonding strength of new and old concrete is evidence lower than the new or old concrete itself. besides the dimension and roughness of bond interface, the chemical reaction degree at the interface is also the main factor

    分析結果表明：新老混凝土的界面粘結強度除了受老混凝土界面的尺寸及表面結構、粗糙程度影響外，還與新老混凝土粘結界面間發生化學反應的強弱有關。
  8. In this paper, the rapid repairing method using cement concrete lamina is presented, two key designing parameters are analyzed : the interfacial bonding strength of new and used concrete and the shearing stress in interface

    本文闡述了水泥混凝土路面快速薄層修補的方法，研究了修補中兩個重要設計參數：新老混凝土界面抗剪粘結強度和新老混凝土粘結面剪應力，並進行了新老混凝土界面抗剪粘結強度試驗和混凝土收縮試驗。
  9. Through the experiment of the interfacial bonding shear strength and the shrinkage strain of concrete, the influence of the interfacial roughness of used concrete surface and interfacial bonding agent to interfacial bonding strength is revealed ; new concrete component and the shape and size of concrete slab are main factor affecting the shearing stress in layers

    試驗結果表明：老混凝土粘結面的粗糙度和界面粘結劑類型對新老混凝土界面粘結強度影響很大；新鋪混凝土材料和混凝土路面板形狀尺寸是影響新老混凝土粘結面收縮剪應力的主要因素。
  10. ( 3 ) experimental phenomena from the experiment we observed that all wrecks of the bonding samples break at the interface, the broken faces are flat, but the concrete conditions have sth

    U ）試驗現象從試驗中可以觀察到所有粘結試件的破壞都是從粘結面斷開，破壞面比較平直。但具體情況與所受溫度不同而有關。
  11. Standard test method for performing tension tests on glass - fiber reinforced concrete bonding pads

    玻璃纖維增強混凝土焊接區的拉伸性能試驗的標準試驗方法
  12. Moreover, we notice that failure of the bonding interface between frp and concrete is one of the main failure modes

    注意到當前混凝土梁板加固中frp與混凝土之間膠縫粘結破壞是加固失效的主要模式之一。
  13. Through the bonding tests and the theory analysis between the advanced composite glass sheets and the concrete under the general load - carrying condition, the iterative load - carrying condition, the freeze - thaw action, and the defective bonding, the calculative model has been established, and the numerical value of fibre sheet strain under different load - carrying has been confirmed. the bond strength calculative expressions for the concrete bonded with glass fibre sheet under the pull - shear and the bend load - carrying conditions have been established. the author put forward the decreasing coefficient and the calculative expressions for the influence of reinforce effect by the non - effective area and the calculative expressions for the influence of the freeze - thaw action on the carrying capacity of the concrete beams

    本文採用美國泰扶高強復合玻璃纖維布以及與之性能相當、由南京玻璃纖維研究院自行研製開發的egfw430型玻璃纖維布兩種材料，通過在靜載、重復荷載、凍融及有缺陷粘結條件下的高強玻璃纖維布與混凝土粘結性能的試驗研究與理論分析，建立了玻璃纖維布-混凝土的粘結計算模型，明確了不同受力狀態下纖維布應變的設計取值，提出了玻璃纖維布-混凝土抗剪粘結強度的計算公式;確定了考慮非有效粘貼面積對加固效果影響的折減系數;給出了凍融循環次數引起承載力下降的插值計算方法;並驗證了重復荷載作用下玻璃纖維布與混凝土良好的粘結性能。
  14. The bonding quality of new to old concrete has a direct effect in the quality of the construction

    新舊混凝土結合的質量直接影響維修加固成果的質量。
  15. Therefore, the bonding quality of the new to old concrete has been a hot topic in the contracture industry at home and abroad. but the theory has till been being searched to get perfected and accepted

    因此近年來，國內外工程界都在著力探討新舊混凝土的結合問題，但是比較完善、被大家公認的理論還有待探索。
  16. Durability ' s of the material such as permeability, heat - resistance, carbonation and steel bar - protection were tested. the bonding characters between anchoring material matrix and post - embedding steel bar, the matrix and the concrete structures were studied

    在植筋錨固長度足夠的條件下，混凝土與錨固砂漿的界面粘結強度大小直接決定了植筋錨固的控制荷載，粘結界面成為受力的薄弱環節。
  17. Epoxy - bonding a carbon - fiber composite plate to the tension face of concrete beam is an effective technique for repair and retrofit of concrete beams. in the first part of this paper, based on the fracture mechanics and the theory of beam, a theoretic model is proposed to analyze the shear stress in the adhesive between carbon - fiber composite and concrete. and then the closure - form solution for the shear stress distribution is drawn

    本文的第一部分基於斷裂力學與梁的基本理論，對碳纖維加固混凝土梁的粘結膠層以及粘結界面的剪應力分佈進行了理論分析，得出了其理論解析解；討論了碳纖維板的粘結長度、粘結厚度和粘結膠層的抗剪模量對界面剪應力分佈的影響。
  18. Products and systems for the protection and repair of concrete structures - test methods - determination of adhesion steel - to - steel for characterization of structural bonding agents

    混凝土結構的防護和修整用的產品和系統.試驗方法.結構膠粘劑表徵用鋼與鋼膠粘作用的測定
  19. In this paper, the author study the mechanics performance of reinforced concrete beam strengthened by external prestressing and the contrast against it by bonding steel plate by the means of theoretics and experiment. through this study, the author educes many valuable conclusions and put forward some advices for the design of beam strengthened by external prestressing

    本文採用試驗和理論研究相結合的方法，對採用體外預應力法加固鋼筋混凝土梁進行了較深入的研究，並將其與粘鋼法加固進行對比研究，得出了諸多有價值的結論，並對體外預應力法加固梁設計提出了改進辦法。
  20. Three of them are strengthened by external prestressing, two of them are strengthened by bonding steel plate, and the other one is reinforced concrete beam as contrast experiment beam

    試驗的六根梁中三根為預應力加固梁，二根為粘鋼加固梁，另外一根為鋼筋混凝土對比試驗梁。
分享友人
分享到 Line

分享到臉書