鋼筋排列 的英文怎麼說
中文拼音 [gāngjīnbèiliè]
鋼筋排列
英文
arrangement of bars- 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...
- 排 : 排構詞成分。
- 列 : Ⅰ動1 （排列） arrange; form a line; line up 2 （安排到某類事物之中） list; enter in a list Ⅱ名詞1...
- 鋼筋 : concrete iron; concrete reinforcing bars; rebar; reinforcing bar; reinforced bar; reinforcing ste...
- 排列 : 1 （順次序放） arrange; rank; place; range; put in order; arrangement; permutation 2 [數學] permu...
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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Abstract : it is a difficult problem to arrange a lot of deformed bars in a narrow section. in foreign codes, it is solved with abreast - arranging deformed bars, but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity. in our country, the research about abreast - arranged deformed bars began from the first 1980s. some achievements have been gained from studies about anchor performance. but study about beams bearing capacity and rigidity is not enough. the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done. the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed. three points of division loading have been adopted. the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 %. through statistical analysis, format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed
文摘:在較小截面內單根排列鋼筋比較困難，國外規范大都採用並筋解決，但對並筋后對承載力的影響未作明確規定，我國並筋梁的承載力和剛度研究較少.通過對10根並筋梁和3根對照梁的受彎承載力的試驗，分析並筋對梁的受彎承載力的影響，試驗採用三分點加載，結果表明，與對照梁相比，並筋梁的受彎承載力有所降低，降幅在10 % 15 %之間，通過統計分析，給出了並筋梁受彎承載力的建議公式，並對建議公式進行了可靠度分析It is a difficult problem to arrange a lot of deformed bars in a narrow section. in foreign codes, it is solved with abreast - arranging deformed bars, but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity. in our country, the research about abreast - arranged deformed bars began from the first 1980s. some achievements have been gained from studies about anchor performance. but study about beams bearing capacity and rigidity is not enough. the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done. the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed. three points of division loading have been adopted. the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 %. through statistical analysis, format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed
在較小截面內單根排列鋼筋比較困難，國外規范大都採用並筋解決，但對並筋后對承載力的影響未作明確規定，我國並筋梁的承載力和剛度研究較少.通過對10根並筋梁和3根對照梁的受彎承載力的試驗，分析並筋對梁的受彎承載力的影響，試驗採用三分點加載，結果表明，與對照梁相比，並筋梁的受彎承載力有所降低，降幅在10 % 15 %之間，通過統計分析，給出了並筋梁受彎承載力的建議公式，並對建議公式進行了可靠度分析
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