1、深圳万科中心竹模饰面混凝土模板设计与施工魏 宾, 杨 林(中建三局第一建设工程有限责任公司,湖北武汉 430040)K1 e r M CB , !9 Q s , 3 r 。 S, e r 8“ !9, TF、 、“# l eS。 h !v 8“, : Y 5m 6 5N、L、 V 3 2 、 |Z3 2Z、 3 2L = gLM8 6dj+8,0 +4,0 L、 q、 LM3 2 L、 2)、 b ,V ;、 6B, C。3) , 4p ( 。 W 、 , ! 、 %。8 SYV e r 8“, VF, i M,YV_ l, r r !91 p,、 b , e r4 , 。 ZE e r4 k
2、。 ID: 1 Sy9 . b r S S .:Sy,2005.China State Construction Engineering Corporation.Standards for theconstruction process of fair-faced concrete S .Beijing:ChinaArchitecture &Building Press,2005.(in Chinese). 2 .y mM .:Sy,1997.Yang Sixin.Construction manual for formwork in building projects M .Beijing:
3、China Architecture &Building Press, 1997.(inChinese). 3 Sy S.GB50204-2002 r l?SS .:Sy,2002.China Academy of Building Research.GB50204-2002 Code foracceptance of constructional quality of concrete structures S .Beijing:China Architecture &Building Press,2002.(in Chinese). 4 DB11 T464-2007y b r / ? S
4、. +: a S/ ,2007.DB11 T464-2007 Technical standard for construction of fair-facedconcrete of construction S .Shenyang:Liaoning Science andTechnology Publishing House,2007.(in Chinese) 5 B. bW w B e b r1o/ J . /,2008,37(11):17-19.Gao Chun.Key techniques of fair-faced concretre for birdge pierswith space curved surface J .Construction Technology, 2008, 37(11):17-19.(in Chinese)W n7 l +:Y()() eB + 8F E 0 =Z0l T:Y。 X13.079km,E 7 、1b, 7/ !9 lwL ,Z0l 1V。 l W n7, u y !4 S。 LB w,PL wL600m,L wL618m,PLLW 22mvM44m,P 1 715m, 1803m, g g r70m, l、 、L 、PW l、 gv+ yL+。2009 No.8 _: S e r !9 59
