steel adhesive 中文意思是什麼

steel adhesive 解釋
鋼鐵粘合膠
  • steel : n 1 鋼，鋼鐵。2 鋼製品；刀，劍，打火鐮；（女人胸衣等中的）松緊鋼條[絲]；鋼磨；〈美國〉剃刀，小刀...
  • adhesive : adj. 黏附性的，膠黏的。n. 膠合劑，黏合劑。adv. -ly ,-ness n.
  1. 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+粘接劑+預拌瀝青碎石+雙層sma ）的高性能鋼橋面sma鋪裝體系，並對這種sma的組成材料，包括改性瀝青、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混合料的性能進行了對比試驗，對這種sma方案進行了疲勞性能研究，驗證了所選擇sma方案的可行性。
  2. An analytical model was developed using the first - order laminated anisotropic plate theory to determine the stress and strain distributions within frp and steel pipe joint under combined torsional and tensile loading. taking advantage of the axisym metric nature of torsional and tensile loads about the pipe centralaxis, the equilibrium equations for the three - components joint system consisting of coupling, adhesive and pipe were setup based on the displace mentrelation

    通過對各種膠接接頭形式的分析，針對玻璃鋼管與鋼管及鋼管件在實際應用中的具體情況，選擇應用內、外增強型對接接頭進行玻璃鋼管與鋼管（件）的膠接連接，並建立了一種玻璃鋼管與鋼管（件）膠接管接頭在拉伸和扭轉載荷作用下膠層內應力分析模型。
  3. Results of the experiments showed that the wear mechanisms of the sintered steel included abrasive wear, adhesive wear and fatigue wear, and it was the abrasive wear most important. it was the sintered steel mixed by ni, mo that was the best on the wear resistance, because of the great lot of bainite ; the sintered steel quenched and low temperature tempered mixed by mo, w that was the best on the wear resistance, because of the rigidity of the steel was the highest

    實驗結果表明：本文中幾種燒結鋼的磨損機制均是由磨粒磨損、粘著磨損、和疲勞磨損共同作用的，且以磨粒磨損為主；在燒結態下，復合添加合金元素鎳、鉬的燒結鋼的耐磨性能最好，這是因為生成了大量的硬質相貝氏體；而淬火、低溫回火態下，則復合添加鉬、鎢的燒結鋼的耐磨性能最好，這是因為熱處理態下添加鉬、鎢的燒結鋼的硬度最高。
  4. This paper introduces kinds, advantages and shortcomings, designing principles, and its failure properties of adhesive bonded joints and mechanical fastened joints of frp pipe. carry technique research of the frp pipe and steel pipe or steel spare parts. pass the analysis to various adhesive - bonded joint, aim at the actual application of adhesive - bonded joint within frp pipe and steel pipe or spare parts choice strengthen adhesive - bonded joint inside and outside to apply

    本文介紹了玻璃鋼管道膠接連接和機械連接的種類、優缺點、設計原則及其連接的破壞特性，進行了玻璃鋼管本體、玻璃鋼管法蘭、玻璃鋼管與玻璃鋼管法蘭連接處的強度測試試驗，並進行了試驗結果分析，提出進行玻璃鋼管與鋼管及鋼管件膠接技術研究的必要性。
  5. Regarding the rc beams subjected to concentrated load or even load and braced by bonding steel, an analysis is made on the relevant factors influencing maximum anchorage shear stress of steel sheet. the analysis is based on elastic theory and makes use of the formula for calculating anchorage shear stress of steel sheet. as indicated by the results, the maximum anchorage shear stress not only realtes to such parameters as height of cross section of rc beam and span but also relates to the thickness of adhesive layer, elastic modulus, thickness of steel sheet, and length of steel sheet. the present method will check maximum an chorage shear stress on the end of shear sheet so as to prevent rc beam from local damage. the present results will offer important reference for our country to further perfect bracing design by bonding steel method

    在彈性理論的基礎上，利用鋼板錨固剪應力計算公式，對在集中荷載或均布荷載作用下採用粘鋼加固的混凝土梁，分析鋼板錨固最大剪應力的有關影響因數.結果表明，最大錨固剪應力不但和混凝土梁的截面高度、跨度等參數有關，還和粘膠層厚度、彈性模量、鋼板厚度及鋼板長度有關.採用文中方法可以對鋼板端部最大錨固剪應力進行驗算，防止混凝土梁出現局部受拉破壞.研究結果為進一步完善我國粘鋼法加固設計提供重要的參考資料
  6. Filling cu or cuo powder has changed the wear mechanism of rubbing pairs of uhmwpe - steel. when pure uhmwpe pairs up with steel, adhesive wear takes place. but after the cu or cuo power are putted in, adhesive wear and abrasive wear take place at the same time, and the percentage of abrasive wear increases accordingly with the increase of filler

    填料的加入改變了uhmwpe與鋼配副時的磨損機理，純uhmwpe與鋼配副時的磨損機理是粘著磨損，加入填料后變為粘著磨損與磨料磨損共存的狀態，而且隨著填料含量的增加，磨料磨損所佔的比重上升。
  7. Fasteners - part 27 : steel screws, bolts and studs with adhesive coating, technical specifications

    緊固件.帶粘附層的鋼制螺釘螺栓和螺柱技術規范
  8. Second, ptfe composites were treated using different surface treatment methods. the adhesive strength tests were conducted by a standard experiment method. the maximum adhesive strength between ptfe and stainless steel was up to 5. 63 mpa using the melting potassium acetate

    利用不同的表面處理方法對ptfe進行表面改性，然後按標準試驗方法進行粘接強度試驗，結果表明，經過熔融醋酸鉀處理的ptfe與鋼的粘接強度最高，達到5 . 6mpa 。
  9. Aim at the shortage in actual application that the frp pipe flange joint with the steel pipe and steel parts, in consideration of the special advantage of the adhesive boned joint, put forward the method that the steel flange adhesive boned steel pipe or steel part after the steel flange instead the frp pipe flange, or the frp pipe adhesive boned direct with the steel and steel part, it can reduce the stress concentration problem that cause from the different of the descend speed and the hot bulge or freeze coefficient in the applied process. thus reduce the damage number and the maintenance costs of the piping, so this method can have the greatly actual application value

    針對玻璃鋼管道與鋼管及鋼管件之間法蘭連接方式在實際應用中的不足之處，考慮到膠接連接的獨特優勢，提出如用鋼法蘭代替玻璃鋼法蘭與玻璃鋼管道膠接后，再與配套的鋼管及鋼管件進行連接，或玻璃鋼管道直接與鋼管（件）進行膠接連接，則可減少玻璃鋼管道在應用過程中與鋼管（件）連接后因沉降速度及凍脹系數均不同而產生的應力集中問題，減少管道的損壞次數及維護成本，有很大的實際應用價值。
  10. Steel bar by a clockwise direction as to gently implanted hole parallel to the hole, jack until the end of adhesive overflow

    按順時針方向把鋼筋平行於孔洞走向輕輕植入孔中，直至插孔底，膠粘劑溢出
  11. ( 3 ) reinforced concrete frame columns modeled by using three - dimensional solid element to concrete and three - dimensional bar to reinforcing steel bar, and at the same time consideration the adhesive bond between reinforcing steel bar and concrete, the fem is used. by choosing reasonable element, determining mesh division and load steps, simulation of load - displacement, cracking, yielding and ultimate load, crack development history, and calculating fail crack diagram of reinforcement concrete frame columns under laterally monotonic load are conducted. the analyses are compared with the experimental results

    （ 3 ）混凝土用三維實體單元、鋼筋用空間桿單元對鋼筋混凝土框架柱進行三維建摸，而且同時考慮了鋼筋和混凝土的粘結性能，通過合理的單元選取、網格劃分及荷載步的確定，模擬了單調荷載作用下鋼筋混凝土框架柱的荷載啦移曲線、開裂荷載、屈服荷載及最大荷載、裂縫發展規律、計算破壞裂縫圖，並與相應的試驗結果進行了比較分析。
  12. The adhesive interfaces between steel and concrete can be widely seen in engineering, such as concrete filled steel tube, the bottom of large equipments with steel plate, reinforced structures with bonded steel plate and so on

    鋼-混凝土粘結界面廣泛存在於工程界，如鋼管混凝土，大型設備底部鋼板下的混凝土，結構加固中的外粘鋼等。
  13. In this paper, the reflection method of ultrasonic longitudinal wave and that of ultrasonic shear wave to test the bonding quality of the adhesive interface between steel and concrete from single - surface is adopted respectively

    因此，找到一種合理的無損檢測方法來判斷鋼-混凝土粘結質量具有重要的工程意義和實用價值。本文分別採用超聲縱波和橫波反射的方法來單面檢測鋼-混凝土界面粘結質量。
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