摘要：本工程為全現(xiàn)澆混凝土框架結(jié)構(gòu)，工程所在地區(qū)的抗震設(shè)防等級(jí)為7度，需要進(jìn)行抗震設(shè)計(jì)。抗震設(shè)計(jì)與非抗震設(shè)計(jì)有許多不同之處，其根本區(qū)別在于非抗震結(jié)構(gòu)在外荷載作用下結(jié)構(gòu)處于彈性狀態(tài)，僅有微小裂縫，構(gòu)件設(shè)計(jì)主要是滿足承載力要求。而抗震結(jié)構(gòu)在地震作用下，為了有良好的耗能能力以及在強(qiáng)震下結(jié)構(gòu)不倒塌，其構(gòu)件應(yīng)有足夠的延性。要設(shè)計(jì)延性框架結(jié)構(gòu)，需滿足“強(qiáng)柱弱梁，強(qiáng)剪弱彎，強(qiáng)節(jié)點(diǎn)弱構(gòu)件”的要求，并進(jìn)行相應(yīng)的內(nèi)力調(diào)整，然后由調(diào)整后的內(nèi)力值進(jìn)行配筋計(jì)算。本工程采用樁基礎(chǔ)，采用的樁為復(fù)合載體夯擴(kuò)樁。該樁是一種新型樁，具有單樁豎向極限承載力高，施工工藝簡(jiǎn)單，施工質(zhì)量易控制，且在施工過(guò)程中，具有無(wú)污染、低噪聲等特點(diǎn)，并可消納大量建筑碎磚、混土塊等建筑垃圾，變廢為寶，保護(hù)環(huán)境，利國(guó)利民。
目錄
摘 要···································································Ⅳ
ABSTRACT······························································Ⅴ
1前 言
2 建筑設(shè)計(jì)
2.1 設(shè)計(jì)基本資料····························································2
2.1.1工程概況·····························································2
2.1.2 地質(zhì)、水文、氣象資料···················································2
。。。。。。。。。。。。。。。。。。。。。。。。。
4.6.2安全施工措施······················································120
4.6.3 文明施工措施 ·····················································121
4.6.4 冬雨季施工措施 ···················································122
結(jié) 論···································································123
謝 辭 ·································································124
參考文獻(xiàn) ······························································125
