鋼筋間距 的英文怎麼說

中文拼音 [gāngjīnjiānjù]
鋼筋間距 英文
rebar acing
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 筋 : 名詞1 （肌的舊稱） muscle2 [口語] （肌腱或骨頭的韌帶） tendon; sinew 3 [口語] （可以看見的皮下靜...
  • 間 : 間Ⅰ名詞1 （中間） between; among 2 （一定的空間或時間里） with a definite time or space 3 （一間...
  • 距 : Ⅰ名詞1 （距離） distance 2 （雄雞、雉等的腿的後面突出像腳趾的部分） spur （of a cock etc ）Ⅱ動詞...
  • 鋼筋 : concrete iron; concrete reinforcing bars; rebar; reinforcing bar; reinforced bar; reinforcing ste...
  • 間距 : interval; separation; spacing; espacement; space; spacing; space length; range; unpack; step
  1. Of all kinds village does an enterprise to should be mixed in civilian curtilage in the center ; ( should stay between 2 ) building have appropriate fire prevention span and fire prevention channel ; ( 3 ) abuts type farming curtilage every between due firewall ; ( when 4 ) builds bridal chamber house, should raise architectural fireproof grade, use the blame combustion housing materials such as ferroconcrete, brick, tile ; when decorating, reduce use bamboo, wood to wait as far as possible can burn material

    各類村辦企業應混在民宅當中； （ 2 ）房屋之間應留有合適的防火間距和防火通道； （ 3 ）毗連式農宅每戶之間應有防火墻； （ 4 ）建造新房屋時，應提高建築的耐火等級，採用鋼筋混凝土、磚、瓦等非燃燒建築材料；裝修時，盡量減少使用竹、木等可燃材料。
  2. Longitudinal topology by using double - strength steel, two rows of steel should pad diameter 25 mm with a short iron bars, designed to keep their distance

    縱向受力鋼筋採用雙層排列時，兩排鋼筋之間應墊以直徑25 ?的短鋼筋，以保持其設計距離
  3. Common mark of equi - distance scale and double scale in bar

    鋼筋等間距標距與套疊標距刻痕的共點標記
  4. 4. as for the design of this kind of structure mentioned above, the thesis " ana1yzed " systematica1ly the inf1uence of the over1ay of the two - - way reinforcement on its u1timate. 1oad capacity, the deciding of such important factors as the depth - - span ratio and the rib spacing etc

    針對周邊支承雙向密肋夾心樓蓋的設計，本文結合實例，較為系統地分析了兩向鋼筋重疊對樓蓋極限承載力的影響以及樓蓋高跨比、肋間距等參數的取值等問題，為該類樓蓋的設計提供參考。
  5. 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。
  6. Because they are two - - way ribbed and with re1ative1y smal1 rib spacing, reinforced concrete waff1 e s1abs exhi b it higher st if fness and smaller deflections and behave we11 under 1oads. because of their architectura1 benefits for 1ower structura1 height and l ight weight as we1l as economic benefits, they are best suited for 1arge span structures as wel1 as tal1 bui1dings

    鋼筋混凝土雙向密肋樓蓋由於兩向帶肋，肋間距較小，因此不但受力性能好，而且剛度大，整體性好，變形小，結構自身高度小，材料省，自重輕，經濟性好，特別適合於在跨度較大的多層和高層建築樓蓋中採用。
  7. The failure mechanism of anchoring system was analysed, and the failure form and chitical length of anchoring steel bar were determined, factors influencing the properities of anchoring were discussed, and engineering application was carried cent

    鋼筋的臨界錨固長度受錨固材料抗拉強度、鋼筋的相對保護層厚度和鋼筋凈間距、鋼筋的直徑和外形等諸多因素的影響，有效錨固深度一般為10d 15d 。
  8. It is shown that the proposed model can not only take the ratio of reinforcement, the material properties of reinforcement and concrete and the crack spacing into account, but also be easily incorporated in finite element programs

    該模型不僅有效地反映了配筋率、裂縫間距以及鋼筋和混凝土材料特性等因素對鋼筋混凝土開裂后性能的影響，並且很容易在現有的有限元程序中實現。
  9. Finally, the crack width computation is discussed. as the crack model ca n ' t calculate the crack width alone, this paper adopts the method of combining the crack model and the experiential formula of space between crack. considering the uniformity factor is ignored in the experiential formula of space between crack, the formula of space between crack is modified so that it is fit for the real case

    基於等效彌漫裂縫模型計算裂縫寬度有很大的局限性，本文採用了有限元法和經驗公式相結合的方法來計算裂縫寬度值，考慮到所引用的裂縫間距經驗公式忽視了鋼筋布置的不均勻性這一重要影響因素，本文對引用的裂縫間距經驗公式進行了修正，使之更符合實際情況。
  10. The test results indicated that : crack similitude of reinforced concrete simple beams is not equal to model scale under the working load ; when the amount and surface shape of reinforcing bar are same, the similitude of crack width, crack amount and crack spacing of reinforced concrete simple beams of different scales are all nearly equal to the square root of model scale ; when the amount and surface shape of reinforcing bar are different, the similitude of crack amount and crack spacing are still nearly equal to, whereas the crack width is not only approximately proportional to, but the influence of the amount and surface shape of reinforcing bar on crack width should be considered also at the same time

    試驗結果表明：在使用荷載下，鋼筋混凝土簡支梁的裂縫相似率並不等於幾何相似比；當鋼筋根數及形式相同時，不同模型比尺下的鋼筋混凝土簡支梁的裂縫寬度、裂縫條數及裂縫間距的相似率，均約等於模型幾何相似比的平方根；當鋼筋根數及形式不同時，裂縫條數及裂縫間距的相似率仍然約等於，而裂縫寬度的相似率近似與成正比，但應同時考慮鋼筋根數與鋼筋表面形狀對裂縫寬度相似率的影響。
  11. In the result, the tensile stress which is produced because of temperature gap has been decreased or eliminated entirely. combined with some other measures, the construction and design for non - expansion joint of super - length structure has been carried out successfully

    從而不僅滿足了鋼筋混結構設計規范： 「如有充分依據和可靠措施，伸縮西安建築科技大學碩士學位論文縫最大間距可適當增大」的要求。
  12. Spacing of bars

    鋼筋間距33
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