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哈爾濱地區(qū)6層住宅建筑結(jié)構(gòu)對(duì)比設(shè)計(jì)與分析*
王鳳來(lái)1,張孝存1,張厚2
摘 要
王鳳來(lái)1,張孝存1,張厚2
(1 哈爾濱工業(yè)大學(xué)土木工程學(xué)院, 哈爾濱 150090; 2 黑龍江省建設(shè)集團(tuán)有限公司, 哈爾濱 150046)
 
[摘要]為對(duì)比配筋砌塊砌體結(jié)構(gòu)與磚混結(jié)構(gòu)(混凝土實(shí)心磚)在建設(shè)多層住宅建筑方面的優(yōu)劣,對(duì)同一棟6層住宅建筑,分別采用配筋砌塊砌體結(jié)構(gòu)和磚混結(jié)構(gòu)兩種結(jié)構(gòu)體系進(jìn)行結(jié)構(gòu)設(shè)計(jì),在各層樓板配筋和建筑構(gòu)造完全相同的前提下,進(jìn)行了詳細(xì)的造價(jià)和結(jié)構(gòu)性能分析,得出采用配筋砌塊砌體結(jié)構(gòu)具有節(jié)約材料、降低工程造價(jià)、增加建筑使用面積、提高結(jié)構(gòu)抗剪承載力與抗震性能等諸多優(yōu)勢(shì),證明該結(jié)構(gòu)是適合于多層住宅建筑的結(jié)構(gòu)體系。
[關(guān)鍵詞]多層建筑;配筋砌塊砌體結(jié)構(gòu);磚混結(jié)構(gòu);經(jīng)濟(jì)性;安全性;抗震性能
中圖分類號(hào):TU365      文獻(xiàn)標(biāo)識(shí)碼:A      文章編號(hào):1002-848X(2013)10-0055-04
 
Comparison of structural design and analysis of a 6-storey residential building in Harbin
Wang Fenglai1, Zhang Xiaocun1, Zhang Hou2
(1 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; 2 Heilongjiang Construction Group Co., Ltd., Harbin 150046, China)
 
Abstract: To compare the pros and cons of reinforced concrete block masonry shear wall structure with brick masonry structure in the area of building multi-storey residential buildings, both reinforced concrete block masonry shear wall structure and brick masonry structure were used for the structure design of a 6-storey residential building. Under the same premise of both the architectural construction and the reinforcement of each floor, a detailed analysis of the project cost and structural performance was carried out, and a conclusion for the construction of multi-storey residential buildings was draw that reinforced concrete block masonry shear wall structure has the advantage of saving material, reducing the project cost, increasing the net area,improving the shearing capacity and seismic performance, and so on, which proves that reinforced concrete block masonry shear wall structure is suitable for multi-storey residential buildings.
Keywords: multi-story building; reinforced concrete block masonry shear wall structure; brick masonry structure; economy; safety; seismic performance
*國(guó)家科技支撐計(jì)劃項(xiàng)目(2011BAE14B05-03),住房和城鄉(xiāng)建設(shè)部研究開(kāi)發(fā)項(xiàng)目(2010-k2-1),黑龍江省建設(shè)集團(tuán)有限公司聯(lián)合科研項(xiàng)目(MH20100436)。
作者簡(jiǎn)介:王鳳來(lái),教授,博導(dǎo),Email:wflai@sina.com。
 
參考文獻(xiàn)
[1]于彩峰,付忠林,王鳳來(lái).哈爾濱地區(qū)17層住宅結(jié)構(gòu)方案對(duì)比與造價(jià)分析[M]//王鳳來(lái),高連玉,張厚.新型砌體結(jié)構(gòu)體系與墻體材料(上冊(cè))—工程應(yīng)用. 北京:中國(guó)建筑工業(yè)出版社,2010:120-123.
[2]蓋遵彬,王鳳來(lái),盧立志,等. 6度設(shè)防區(qū)多層住宅結(jié)構(gòu)選型及成本分析[J]. 低溫建筑技術(shù),2009,31(2):65-67.
[3]蓋遵彬.多層住宅結(jié)構(gòu)方案對(duì)比分析[D].哈爾濱:哈爾濱工業(yè)大學(xué),2007.
[4]孫維東.7度抗震設(shè)防烈度區(qū)多層住宅結(jié)構(gòu)方案對(duì)比分析[D].哈爾濱:哈爾濱工業(yè)大學(xué),2008.
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