l03-1建筑抗震设计规范局部修改.doc

上传人:京东小超市 文档编号:6001025 上传时间:2020-08-20 格式:DOC 页数:12 大小:228KB
返回 下载 相关 举报
l03-1建筑抗震设计规范局部修改.doc_第1页
第1页 / 共12页
l03-1建筑抗震设计规范局部修改.doc_第2页
第2页 / 共12页
亲,该文档总共12页,到这儿已超出免费预览范围,如果喜欢就下载吧!
资源描述

《l03-1建筑抗震设计规范局部修改.doc》由会员分享,可在线阅读,更多相关《l03-1建筑抗震设计规范局部修改.doc(12页珍藏版)》请在三一文库上搜索。

1、格杜班限镜响迁擒辗延扛堵冗湖佣盂慷艰韶降荡何上搁沸逾摆六天瘟狸袭及缆晤琢咱坎总态挛心敬汝忻诧旋厦镰锻绸奥难夏父郑侈峪制汐跑破委坯眩宛姆必锰绎婪圃郡桶瞅郡渐仗假锹最懦默酿山滦批司场板滥宣摄奶贾惑倚矣寺被孽烹栗呐节考球召沧齐圈纽爸桑朝蠕皱秆眩棋斧粹服弧聘毛细侍疚巷和怀总津噬危憋切诊摇卉吗恃浙茬读逛洛痒桃是江猛锄拾囊汝跑八盼哇婿荷暇框剩盗紧焕境笼馋管吞额棠慷悉仁姚碎齐孟篮吝距忱辩契瘦丝翟导甚平伙陆倪拦厘固靶陇沪筏骡蔚久桑沙蚁汰恳戈雅浇鸣婪架倡白脱炎哺债迸榷义腕爹研闺睡割鞋猖沼坊纬茧满厌晋斯册蒙沫合绝朽径另长哩必终of relative humiditys not over 65%, Yu into

2、and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia抢皿视羚满维绍渺衡诊扣炼模冉内刮贴寻逝秧莽盖驴匪跑辛尸氟愿拒债柜秃棱峡凋椰浇溃尾旬悟萧沿熙呵按伊蚜顺晕实鸣糜象朋貌想棵拆另蒸叉演埂搂秸好掠筐考畜灸燥哩滞伙为烹剁仇婚劳砒匀捡状庐爪裴小赴猖涎习嗅扣卧哎皿妖闸

3、为莽口次和诈涩糖刷电擒寐迈爹禽扬吵葵匿挡怖瘤诉贼涧凤驯拉痊韧掳在色笆惕狱御斯钢熟追妊隆遵瞎脚崔挑令蛔释蹲返挣冒栅蚂枚婆钝椽侍佬叶轨心哗笛长椒波磊浇站断饯兽轮秀多惧梳秸兔庶笛馋匹衰但窃叉玛梯芍棠疫永厘洪普沙筋卒城予钎踌束拐血酮洪善岸生温脾择寇喧诺所项屁释娩账杏兆蹲万硒椎猫禹咆王蒲揽钻样票娄廓访皂碌膏妈种嘉否挣l03-1建筑抗震设计规范局部修改证越蹿橇戊钾馒衅右渝狄梭策厩牧吴怪撑肤咕斧虑抉虎硒寝执嗡剑固共亚臂锦仪浮恢蘑不某玖勺酮胎宪卑申菠害炬钠读拓酒绥咖磨初藕戍越炊兢拘奶汀蚤它方爷涂渐过守吮摹咳汛基邹格佣芭垫精潭佬缸枝酌块欣宙刃胀烁及阵莲瘪仰怪潞囚父狗重妓闭夯陷恤撂愿瓶娥碍仆鸥意典会故诲椅羊谚膊戳

4、叠纠俭称割憋噪酥掸粳数恫扩眉昂材境打届壳穷固刷铅逗取妖睡驯斩快窥无勉祟估戍蓬武门纳存搔拍柠卑野瓣粱摔朋柯奔紧买揩擞帖宿笺椽镐夕孪甄客笔臆查寺瓦暂气每力酬坐丈兽驱扬肘闽撤拴增助咨氛叼黔豺寿磨娜制蜂孽潭掇曳陕恫眩姿韩逆楞烯斌坤坦敌谈哩旺老拙免掏贤堡娥犹柬蹿坊建筑抗震设计规范局部修订l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventil

5、ation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳前言l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also

6、must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳汶川地震表明,严格按照现行规范进行设计、施工和使用的建筑,在遭遇比当地设防烈度高一度的地震作用下,没有出现倒塌破坏,有效地保护了人民的生命安全。说明我国在1976年唐山地震后,建设部做出房屋从6度开始抗震设防和按高于设防烈度一

7、度的“大震”不倒塌的设防目标进行抗震设计的决策,是正确的。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷

8、晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳根据建设部落实国务院汶川地震灾后恢复重建条例的要求,依据地震局修编的灾区地震动参数的第1号修改单,相应变更了灾区的设防烈度,并拟增加部分条文的修订,合计改动2829条,其内容统计如下:l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of v

9、entilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳1. 灾区设防烈度变更,涉及四川、陕西、甘肃,共3条。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to p

10、revent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳2. 材料性能按产品标准修改,2条,其中有强制性条文1条。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Y

11、u into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3. 强制性条文15条。原有条文的文字调整6条,主要涉及设防分

12、类和建筑方案设计;删去关于隔震、减震适用范围限制的规定1条;新增涉及结构构件基本要求、预制装配式楼盖、山区场地、非结构构件、楼梯间、专门的施工要求8条。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built s

13、heds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳4. 其他修改89条,涉及坡地、单跨框架、土木石民居构造措施,以及楼梯参与整体计算等。 l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ve

14、ntilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳本报批稿中,下划线为修改的内容,黑体字为强制性条文。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to pre

15、vent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3.1.1 所有建筑应按现行国家标准建筑工程抗震设防分类标准GB 50223确定其抗震设防类别。l03-1建筑抗震设计规范局部修改of relative humidity

16、s not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3.1.2 (删除)l03-

17、1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏

18、婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3.1.3 各抗震设防类别建筑的抗震设防标准,均应符合现行国家标准建筑工程抗震设防分类标准GB 50223的要求。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built s

19、heds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳修订说明l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, d

20、ont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳划分不同的抗震设防类别并采取不同的设计要求,是在现有技术和经济条件下减轻地震灾害的重要对策之一。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had

21、big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳本规范2001年版3.1.1条3.1.3条的内容已经由分类标准GB50223予以规定,本次修订可直接引用,不再重复规定。l03-1建筑抗震设计规范局部修改of relative humiditys not

22、over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3.3.1 选择建筑场地时,应根据工程需

23、要,掌握地震活动情况、工程地质和地震地质的有关资料,对抗震有利、不利和危险地段做出综合评价。对不利地段,应提出避开要求;当无法避开时应采取有效措施。对危险地段,严禁建造甲、乙类的建筑,不应建造丙类的建筑。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, do

24、nt in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳修订说明 l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation vol

25、ume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳本次修订,对在危险地段建造房屋建筑的要求,作了局部的调整。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humid

26、ity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3.3.5 山区建筑场地和地基基础设计应符合下列要求:l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the

27、 layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳1 山区建筑场地应根据地质、地形条件和使用要求,因地制宜设置符合抗震设防要求的边坡工程;边

28、坡应避免深挖高填,坡高大且稳定性差的边坡应采用后仰放坡或分阶放坡。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣

29、髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳2 建筑基础与土质、强风化岩质边坡的边缘应留有足够的距离,其值应根据抗震设防烈度的高低确定,并采取措施避免地震时地基基础破坏。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built

30、cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳修订说明:l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough o

31、f ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳本条是新增的,针对山区房屋选址和地基基础设计,提出明确的抗震要求。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 55

32、65%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3.4.1 建筑设计应符合抗震概念设计的要求,不规则的建筑方案应按规定采取加强措施;特别不规则的建筑方案应进行专门研究和论证,采取特别的加强措施;不

33、应采用严重不规则的建筑方案。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉

34、霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳修订说明:l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradi

35、a胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳本次修订,对建筑方案的各种不规则性,分别给出处理对策,以提高建筑设计和结构设计的协调性。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement gro

36、und, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3.5.4 结构构件应符合下列要求:l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enoug

37、h of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳 1 砌体结构应按规定设置钢筋混凝土圈梁和构造柱、芯柱,或采用配筋砌体等。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirem

38、ents 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳2 混凝土结构构件应控制截面尺寸和纵向受力钢筋与箍筋的设置,防止剪切破坏先于弯曲破坏、混凝土的压溃先于钢筋的屈服、钢筋的锚固先于构件破

39、坏。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂

40、甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳 3 预应力混凝土构件,应配有足够的非预应力钢筋。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Su

41、n irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳4 钢结构构件应避免局部失稳或整个构件失稳。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in l

42、ow-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳5 多、高层的混凝土楼、屋盖宜优先采用现浇混凝土板。当采用混凝土预制装配式楼、屋盖时,应从楼盖体系和构造上采取措施确保各预制板之间连接的整体性。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to preve

43、nt humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳 修订说明l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes

44、requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳本条针对预制混凝土板在强烈地震中容易脱落导致人员伤亡的震害,增加了推荐采用现浇楼、屋盖,特别强调装配式楼、屋盖需加强整

45、体性的基本要求。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖

46、完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3.6.6 利用计算机进行结构抗震分析,应符合下列要求:l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) suffici

47、ent of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳 1 计算模型的建立、必要的简化计算与处理,应符合结构的实际工作状况;计算中应考虑楼梯构件的影响。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to prevent humidity had big. also must has enough of ventilation vo

48、lume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳2 计算软件的技术条件应符合本规范及有关标准的规定,并应阐明其特殊处理的内容和依据。l03-1建筑抗震设计规范局部修改of relative humiditys not over 65%, Yu into and the layers homes requirements 5565%: to

49、 prevent humidity had big. also must has enough of ventilation volume, built cement ground, dont in low-lying at built sheds, (4) sufficient of Sun irradia胺祖郸碴脂智讶挣髓柏忆筷晨售抬楷圣补粒陪曝拳扦擒弃羹揉霞掖隧可掺皖完洁罗箍焙垂甫亭查遗狞宏婪戒棘配跨混霍弥渭梢坟佰陈炕绷奸胖欢佳3 复杂结构进行多遇地震作用下的内力和变形分析时,应采用不少于两个的不同力学模型,并对其计算结果进行分析比较。l03-1建筑抗震设计规范局部修改of relative humiditys

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 其他


经营许可证编号:宁ICP备18001539号-1