bond concrete 中文意思是什麼

bond concrete 解釋
膠結混凝土
  • bond : n 1 結合（物），結合力，黏合（劑），聯結。2 束縛，羈絆； 〈pl 〉 拘束；鐐，銬。3 契約，契約義務，...
  • 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 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，突破了新老混凝土粘結層主要依靠范德華力提供界面粘結力而幾乎不存在化學鍵作用的缺點。
  2. Cement is the bond in concrete.

    在混凝土中水泥是粘結劑。
  3. Standard test method for bond strength of adhesive systems used with concrete as measured by direct tension

    用直接拉力測量與混凝土一起使用的膠粘系統的粘合強度的標準試驗方法
  4. Study on the bond slip behavior between steel and concrete in steel shapes reinforced concrete structures

    型鋼混凝土結構粘結滑移性能的研究
  5. 2. based on 123 specimens results of the shear bond test of frp and concrete, the failure characteristics of bond test are described, and the relationship of bond strength and bond slip is discussed

    通過123個混凝土試件與cfrp 、 gfrp片材的抗剪粘結強度試驗結果，分析frp片材與混凝土發生剪切粘結破壞的全過程以及破壞特徵，討論了粘結力與粘結滑移的關系。
  6. The section loss of steel bars and degradation of bond intensity were taken into consideration in this study in order to establish the finite element model of corroded reinforced concrete beam through simulating the bond slip behavior between steel bar and reinforced concrete based on nonlinear spring element

    摘要在考慮銹蝕引起的鋼筋橫截面損失和粘結強度下降的前提下，利用非線性彈簧單元模擬銹蝕鋼筋與混凝土之間的粘結滑移性能，建立了銹蝕鋼筋混凝土梁的有限元分析模型。
  7. Effect of interfacial agent on bond strength between new and old concrete

    界面劑對新老砼粘結強度的影響
  8. ( 2 ) from the equilibrium conditions of the isolated segment from a beam - column sub - assemblage, it is clarified for the first time that the bond stress along the beam rebars passing through the joint transfers into the column end to balance shear at this column end at the same ratio as that of the compression force in the compressed concrete at beam ends

    通過對樑柱組合體柱脫離體的平衡條件，首次明確了貫穿節點梁筋粘結應力和梁端受壓混凝土的壓力以相同的比例傳入柱端以平衡柱端剪力，從而對節點區的傳力機理重慶大學博士學位論文結出了完整的和具有說服力的解釋。
  9. According to the force balance equations, the values and distributions of bond stress between steel shape flange and concrete in eccentric loading columns were established by statistically regression with experiment data. and the influence of the factors such as relative eccentricity e0 / h, the slenderness ratio l0 / h on the bond - slip properties was analyzed

    利用力的平衡方程，通過對試驗數據統計回歸，得到了偏壓柱型鋼兩側翼緣與混凝土的粘結應力的大小及分佈規律，並分析了偏壓柱長細比、偏心距對其的影響。
  10. In addition, the test results also demonstrate that bond - slip response between angle steel and concrete foundation in tension could be reflected with the displacements between angle steel and concrete, because bond stress is obviously decreasing with the cross section shrinking, that is effects of poisson ' s ratio

    另外，試驗結果還表明：在一定的拉應力下，插入角鋼與混凝土之間的粘著力能通過插入角鋼與混凝土之間的位移反映出來。這是由於橫斷面的收縮，使得粘著應力明顯降低，即泊松比效應。
  11. Scientific research and design institute of cscec in guizhou cooperate with prof. peng xiaoqin, and research the bond technology of the new and old concrete. which are researched to four points as follows : 1. several major methods evaluating the degree of roughness were analyzed, and their advantages and disadvantages were analyzed

    貴州中建建築科研設計院與重慶大學材料學院彭小芹教授合作，主要對新舊混凝土粘結技術進行了研究，主要集中在以下幾個方面: 1 .分析目前常用的幾種評價粗糙度的方法，並對每種方法的優缺點進行評述;提出一種簡便易行的測量粗糙度的方法，克服目前常用方法的缺點，並通過多組數據和灌砂法進行相關性分析，得出兩者之間的關系。
  12. Steel products. bars with improved bond for concrete poles, supports for over head lines

    鋼製品.架空線路支架混凝土電桿用帶改進粘附性的棒材
  13. Research and development of interfacial bond property between synthetic fiber and concrete

    合成纖維與混凝土界面粘結性能研究與發展
  14. Bending strength, compressive strength, interfacial bond strength and frost - resistance are also studied and analyzed. based on indoor research, on - site experiments are conducted on damaged pavement to inspect the performance of repairing concrete

    在室內試驗研究的基礎上，進行了破損路面的工程修補試驗，對修補混凝土的修補效果進行了觀測。
  15. 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。
  16. In this research, the high - fluidity and super high - early strength repairing concrete is prepared though experimental research on quick - repairing materials to cement concrete pavement. this concrete is provided with many properties such as satisfying early traffic opening, benefiting operation, cutting down labor consumption and securing interfacial bond strength

    本課題通過對水泥混凝土路面快速修補材料的實驗室研究，旨在研製高流動性超早強修補混凝土，以滿足及早開放交通、利於施工操作並降低勞動損耗、保證新老混凝土的粘結性。
  17. Testing sprayed concrete - bond strength of cores by direct tension

    噴射混凝土試驗.用直接拉伸法測定泥芯的粘結強度
  18. Test method for bond strength of latex systems used with concrete by slant shear

    使用斜剪切法測定同混凝土一起使用的乳膠粘著強度的測試方法
  19. The bond strength between corroded deformed bars and concrete is studied

    對銹蝕變形鋼筋與混凝土之間的粘結力進行了研究。
  20. Application of prestressing without bond concrete technique to bridge engineering

    無粘結預應力混凝土技術在橋梁工程上的應用
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