- 摘 要
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李忠誠(chéng) (廣東核電集團(tuán)有限公司 深圳 518031)羅建兵 (重慶市設(shè)計(jì)院 400015)李唐寧 (重慶建筑大學(xué) 400045)
[提要] 針對(duì)現(xiàn)行《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》( GBJ10-89)中對(duì)室內(nèi)正常環(huán)境下采用高強(qiáng)度鋼材的預(yù)應(yīng)力混凝土結(jié)構(gòu)的裂縫控制過(guò)嚴(yán)、預(yù)應(yīng)力鋼筋用量過(guò)多的現(xiàn)實(shí)問(wèn)題,對(duì)如何切合實(shí)際地放松裂縫控制的要求,作者提出了一種形式簡(jiǎn)潔的裂縫控制標(biāo)準(zhǔn)及名義拉應(yīng)力驗(yàn)算建議。同時(shí)結(jié)合若干工程實(shí)例,通過(guò)對(duì)預(yù)應(yīng)力混凝土梁基于荷載效應(yīng)組合過(guò)程的裂縫寬度的模擬分析計(jì)算,對(duì)這一標(biāo)準(zhǔn)進(jìn)行了驗(yàn)證。
[關(guān)鍵詞] 預(yù)應(yīng)力混凝土梁 裂縫控制標(biāo)準(zhǔn) 名義拉應(yīng)力In ordcr to solve the practical problcm which the crack-controlling critcrion on the prcstrcsscd concrcte using the highstrcngth wircs or strands undcr the normal intcrior cnvlronmcnt is too strict in the currcnt code of concrcte structure GBJ10-89,the anthors provide a lowly crack-controlling critcrion, as wcll as the mcthod of nominal tcnsion strcss. The simulation calculation, which is pcrformcd for quantitics of PC bcams, dcmonstratcs that the critcrion and approach of crack-controlling providcd arc rcliablc.
Keywords: prcstrcsscd concrcte bcam; crack-controlling critcrion; nominal tcnsion strcss
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