玻璃幕墻規(guī)范
中國(guó)工程建設(shè)標(biāo)準(zhǔn)化協(xié)會(huì)標(biāo)準(zhǔn)
點(diǎn)支式玻璃幕墻工程技術(shù)規(guī)程
Technical specification for point supported glass curtain wall
CECS 127:2001
主編單位:同濟(jì)大學(xué)
汕頭經(jīng)濟(jì)特區(qū)金剛玻璃幕墻有限公司
批準(zhǔn)單位:中國(guó)工程建設(shè)標(biāo)準(zhǔn)化協(xié)會(huì)
施行日期:2001年11月1日
條文說(shuō)明
2001北 京
目錄
1 總 則.............................................................................................................5
2 術(shù)語(yǔ)、符號(hào)........................................................................................................6
3 材料...................................................................................................................7
3.1 鋼材..........................................................................................................7
3.2 玻璃..........................................................................................................7
3.3 密封材料..................................................................................................7
3.4 其它材料..................................................................................................8
4 建筑設(shè)計(jì)............................................................................................................9
4.1 一般規(guī)定..................................................................................................9
4.2 性能要求..................................................................................................9
4.3 建筑構(gòu)造..................................................................................................9
4.4 安全規(guī)定................................................................................................10
5 結(jié)構(gòu)設(shè)計(jì)..........................................................................................................11
5.1 結(jié)構(gòu)體系................................................................................................11
5.2 一般規(guī)定................................................................................................11
5.3 荷載和作用.............................................................................................12
5.4 材料物理力學(xué)性能.................................................................................12
5.5 玻璃設(shè)計(jì)................................................................................................13
5.6 支承裝置選用.........................................................................................14
5.7 鋼支承結(jié)構(gòu)設(shè)計(jì).....................................................................................14
6 制作.................................................................................................................15
6.1 一般規(guī)定................................................................................................15
6.2 玻璃板塊加工.........................................................................................15
6.3 連接件構(gòu)造.............................................................................................16
6.4 爪件構(gòu)造................................................................................................16
6.5 支承結(jié)構(gòu)構(gòu)件加工.................................................................................16
7 安裝.................................................................................................................17
7.1 一般規(guī)定................................................................................................17
7.2 施工準(zhǔn)備................................................................................................17
@ 筑 龍 網(wǎng) www.sinoaec.com 《點(diǎn)支式玻璃幕墻工程技術(shù)規(guī)程》 資料編號(hào): CECS 127:20
7.3 安裝........................................................................................................17
7.5 安裝的安全措施.....................................................................................17
8 工程驗(yàn)收及維修..............................................................................................18
8.1 工程驗(yàn)收................................................................................................18