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新型鋼筋桁架混凝土疊合雙向板剛度和撓度計(jì)算方法研究*
湯磊1,2,郭正興2,丁桂平2
摘 要

 

湯磊1,2,郭正興2,丁桂平2
1 東南大學(xué)基本建設(shè)處, 南京 210096 2 東南大學(xué)土木工程學(xué)院, 南京 210096
 
[摘要]根據(jù)已完成的新型鋼筋桁架混凝土疊合雙向板和現(xiàn)澆雙向板對(duì)比試驗(yàn)成果,針對(duì)新型疊合雙向板受力特性介于一次受力與二次受力之間的特點(diǎn),結(jié)合我國(guó)規(guī)范以及相關(guān)理論與設(shè)計(jì)方法,引入相關(guān)折減系數(shù)對(duì)既有等效剛度計(jì)算方法的結(jié)果進(jìn)行適當(dāng)修正,最終提出新型疊合雙向板的剛度和撓度計(jì)算方法。將計(jì)算結(jié)果與實(shí)測(cè)結(jié)果比較可知,計(jì)算值與試驗(yàn)值基本接近,誤差在15%以內(nèi),驗(yàn)證了方法的準(zhǔn)確性。最后提出了相關(guān)設(shè)計(jì)建議。
[關(guān)鍵詞]疊合雙向板; 鋼筋桁架; 剛度; 撓度
中圖分類號(hào):TU398.2        文獻(xiàn)標(biāo)識(shí)碼:A        文章編號(hào):1002-848X(2013)19-0030-03
 
Research on calculation method for stiffness and deflection of the new steel bar truss concrete superimposed two-way slab
Tang Lei1,2, Guo Zhengxing2, Ding Guiping2
1 Infrastructure Management Department, Southeast University, Nanjing 210096, China;2 School of Civil Engineering, Southeast University, Nanjing 210096, China
 
Abstract: According to results of the contrast test on new steel bar truss concrete superimposed two-way slab and cast-in-situ two-way slab, in view of the mechanical characteristics of the new superimposed two-way slab between primary loads and secondary loads, its stiffness and deflection calculation methods were put forward based on Chinese code and correlation theory and design method. Related reduction coefficient to improve existing formula for equivalent stiffness was introduced. Its accuracy was validated by comparison of calculation and test results that the error between them was controlled within 15%. At last, some suggestions were proposed.
Keywords: superimposed two-way slab; steel bar truss; stiffness; deflection
*“十二五”國(guó)家科技支撐計(jì)劃課題(2011BAJ10B03)。
通訊作者:郭正興,教授,博士生導(dǎo)師,Email:guozx195608@126.com。
 
參考文獻(xiàn)
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6]周旺華. 現(xiàn)代混凝土疊合結(jié)構(gòu)[M. 北京: 中國(guó)建筑工業(yè)出版社, 1998.
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