reinforced bar 中文意思是什麼

reinforced bar 解釋
加筋桿
  • reinforced : 加筋的
  • bar : BAR ＝ Browning automatic rifle 白朗寧自動步槍。n 巴爾〈南斯拉夫港市〉。n 1 棒，桿，條；棒狀物。2...
  1. The bar - bar impact apparatus of split hopkinson tensile / pressure bar for high strain rate tests of fiber reinforced composites is developed. the components of this apparatus, the data sampling method and software are introduced in details

    研製用於纖維束和纖維復合材料高應變率下力學性能測試的桿桿型沖擊測試裝置?分離式hopkinson桿，描述該測試裝置的硬體構成、信號採集和分析計算。
  2. Length insufficience of reinforced bar tooth and settlement method

    螺紋鋼牙筋長度不足的原因及解決辦法
  3. 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-混凝土體系傳播時的速度，通過理論分析得知固結波速的大小介於鋼筋和混凝土中彈性應力波速之間，由鋼筋與混凝土二者的材質特性決定，與二者的粘結強度密切相關。
  4. In the paper, not only such factors as reinforcing steel bar, various placing temperature of concrete in case of lift placements, lift thickness, time interval between lifts, the variation of elastic modules of concrete, heat of hydration, the temperature changes of environment but the effect of creep deformation and autogenous volume change on the temperature field and thermal stress field of reinforced concrete face - slab are considered

    本論文在分析中，考慮了鋼筋、混凝土分層澆築、入倉溫度、澆築層厚、施工間歇、混凝土彈性模量變化、水化熱發散規律、外界氣溫等因素的變化及混凝土徐變和自生體積變形等因素對面板溫度場和溫度應力的影響。
  5. 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。
  6. Steel bar and reinforced concrete, nine to five, numerous and complicated day after day, when you and me degenerate into biology that are good at disremembering, especially for come and go in one day as well as our dribs and drabs feeling when we wander around the times river

    鋼筋水泥、朝九晚五，紛繁復雜的一天天，當你我退化為「善於忘卻」的生物，善於忘卻一朝一暮的過往，以及你我在時光的河流里游蕩時，點點滴滴的心情。
  7. Simplified result of earthquake effects indicate that earthquake resistant capacity are obviously scarce and need to be reinforced. secondly, combining with the timber one - dimensional structural characters, the dissertation bring forward the technology that gfrp stick and steel bar reinforce the timber members whose compression perpendicular to grain have excess load and discuss the craftwork how to do the reinforced members

    針對木材橫紋局壓的受力特點和加固目標，本文提出「插筋法」增強古建築木構件的橫紋局壓承載力的技術，研究增強機理和加固后的力學性能，探討製作工藝及在應縣木塔中的應用問題。
  8. For example, high strength reinforced bar, stainless steel medium plate, auto wheel rim steel and so on

    高拉力螺紋鋼筋，不銹鋼中板，汽車輪網鋼等。
  9. According to the geometrical characteristics of the surface on the deformed bars, considering the interfacial properties of the corrosion reinforcement and concrete, such as the microscopic mechanics model of corroded reinforcement ribs, the deterioration of ribs on the bearing surface of the deformed bars after corrosion and the effect of corrosion products of corrosion reinforced bar on the bond strength, and analyzing the distribution and interaction of the forces on the surface of the corrosion reinforcement and concrete, the calculation expressions of the bond strength between corroded deformed bars and concrete with and without transverse steel are established

    從變形鋼筋的表面幾何特徵出發，考慮了鋼筋銹蝕后鋼筋與混凝土接觸面的特徵，例如鋼筋橫肋在銹蝕狀態下的細觀力學模型，鋼筋銹蝕后鋼筋橫肋高度的變化和銹蝕產物的生成對粘結力的影響。通過分析接觸面上各種力的分佈形式及相互關系，建立了有橫向鋼筋和無橫向鋼筋約束作用下，鋼筋與混凝土之間粘結力的計算表達式，且與相關文獻的結果進行了比較。
  10. Reasons : firstly, sectional dimension is so little that torsional stiffness of single - beam is n ' t enough. secondly, protective layer thickness is too thin to protect concrete reinforced bar and reduce durability. lastly, each main beam is joined by cross girder and the more rigid of cross girder the more entirety of bridge

    橋梁局部損壞較嚴重，主要原因是主梁截面尺寸過小、肋板過于薄弱，造成單梁抗扭剛度不足；保護層厚度不夠導致鋼筋外露引起銹蝕，降低了橋梁的耐久性；各主梁採用橫隔梁連接成整體，橫隔梁的剛度越大，橋梁的整體性越好，但調查結果顯示，實際情況中並不能達到理想的整體剛度。
  11. Discuss bridge structure design and construction in aspect of concrete material, prestress design and technology of stretching reinforced bar. this paper provides theoretical basis for construction of the project and reference data for other similar bridges, gives a detailed description of experiment scheme and construction technology, accumulates initial data for further research on bridge

    本論文的工作不僅為襄樊漢江四橋的施工建設提供了理論依據，還收集與整理了施工和試驗過程的相關信息，對施工工藝和試驗方案做了比較詳細的論述，積累了一定的科研資料。
  12. The prevention of the corrosion of reinforced bar by using the smart concrete pn junctions. 1 ) the conductivity of sfrc is tested in experiments

    二、應用機敏混凝土進行鋼筋銹蝕的防護研究： 1 、試驗研究了sfrc的導電能力。
  13. A way to avoiding crack or reducing crack width of concrete or reducing distortion of member is using prestressed concrete. the writer tried to make full use of the merit of the prestressed concrete and designed prestressed concrete mandril to control crack of structure. the prestressed concrete mandril, which was firstly applied high pressure on a small concrete bar, and then was made in concrete, so it would act as reinforced bar and resist load. in this thesis the writer designed 24 mmnbers and had experimental study of them, reached the conclusion that the effect of resisting crack of the prestressed concrete mandril was good when the load was not large, it can enhance the capacity of resisting crack and reduce the crack distance and crack width, but when the loads was large, the effect of resisting crack was not good, when we used the prestressed concrete mandril and reinforced bar together in member, the effect of resisting crack was very good. the writer analysed the adherence mechanism and wreck mechanism of the prestressed concrete mandril in anxial tension members, and according to the character of the prestressed concrete mandril, the writer constructed the bond model of it. then the writer introduced the analysis theory of crack including the bond - slip theory, the non - slip theory, the synthesis theory and mathematics stat method. the different theory had different theory base, they considered that the primary affection of crack width was different. in this test, the crack distance and crack width of members which placed reinforced bar were match to the compute value of the code gb 50010 - 2002 very well. to the members which

    本文共進行了24根試件的試驗研究，得出了預應力混凝土芯棒能較大地提高構件抗裂承載力，在荷載小於預應力混凝土芯棒的開裂荷載時有較好的抗裂效果，能較大地減小裂縫間距和裂縫寬度，但是當荷載較大預應力混凝土芯棒開裂時預應力混凝土芯棒的抗裂效果不是很好，若將普通鋼筋和預應力混凝土芯棒一起使用時則有很好的抗裂效果。本文分析了預應力混凝土芯棒在軸拉試件中的粘結機理和破壞機理，根據預應力混凝土芯棒本身的特點，提出了預應力混凝土芯棒與后澆混凝土之間的粘結模型。然後本文詳細介紹了經典的裂縫分析理論粘結滑移理論、無滑移理論、綜合理論和數理統計方法，各理論有著各自不同的理論基礎，認為影響裂縫寬度的主要影響因素也各不相同。
  14. Steel reinforced concrete ( src ), is a kind of structure element that whit shaped steel and reinforced bar in the concrete

    鋼骨混凝土又稱型鋼混凝土（ steelreinforcedconcrete ，以下簡稱src ） ，是指在鋼骨周圍配置鋼筋，並澆築混凝土的結構。
  15. The brief research in this dissertation is twofold : one is the monitoring of the corrosion of reinforced bar in concrete by using the compression sensibility of smart concrete ; the other is the prevention of the corrosion of reinforced bar by using the smart concrete pn junctions

    本文的主要工作分為兩部分：一部分是用機敏混凝土的壓敏性進行鋼筋混凝土結構中鋼筋銹蝕監測：另一部分是用機敏混凝土pn結進行鋼筋銹蝕防護。
  16. Based on the overview of former researches on the bond - slip performance between reinforced bar and concrete in rc structures as well as between steel shape and concrete in src structures, a new type of slip transfer named " the embedded electronic steel - concrete slip transfer " ( patent authorization no. zl - 02 - 2 - 61881. 3 ) was manufactured, by which the interior slip between the steel shape and concrete along the embedment length could be directly measured, the most difficult problem of experimental research was consequently solved

    在前期試驗方法研究中，設計發明了一種實用新型的內置式鋼-混凝土電子滑移傳感器（專利授權號： zl - 02 - 2 - 61883 . 3 ） ，基本上實現了型鋼與混凝土連接面上內部滑移的測量，解決了型鋼混凝土粘結滑移試驗研究的一個關鍵難題；採用組合h型鋼的方法測量了型鋼翼緣、型鋼腹板應變，較好地實現了型鋼混凝土粘結應力的測試。
  17. Civil engineering contractor involved in reinforced bar fixing and infrastructure projects such as airport, railroads, roads and tunnels

    -與政府機關生產商研究機構房地產開發商等合作開發符合環保原則的房地產項目。
  18. The present research subject, in accordions with the state ' s building material standard requirements and the practical needs of construction, chooses three groups of reinforced bar samples with diameters of 20, 22 and 25 respectively for comparative tests between the traditional manual method and the newly designed device

    本課題嚴格按著國家相關的建材標準要求，參照建築施工的實際需要，分別選取20 、 22 、 25三組不同規格的鋼筋試件，使用上述裝置與傳統的人工方法同步做對照試驗檢測。
  19. 2 ) the mechanisms of compression sensibility of smart concrete are studied, and the methods of applying its compression sensibility to monitor reinforcement corrosion are explored. it shows that it can effectively monitor the state of the reinforced bar by bundling uniformly smart concrete around the reinforced bar

    2 、研究探討了cfrc的壓敏機理及應用其壓敏性進行鋼筋銹蝕監測的方法，結果表明用cfrc包裹層能有效地監測鋼筋的狀態。
  20. Mechanical analysis of reinforced bar being vertical to matrix crack

    基體裂紋的垂直強化筋力學分析
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