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class=""> <p>ٿ     砖混结构加固设计上面存在的小问题,建筑物顶层端部剪应力与温度成正比,与水平阻力系数、材料弹性模量、建筑物长度呈非线性关系,控制温度应力引起墙体裂缝的主要因素有多种,而不是建筑物长度单一因素,因此用伸缩缝作为控制裂缝的唯一方法是不全面的?</p> <p style="text-align:center;"> <img src="/uploads/image/20161209/20161209151722_9155.jpg" alt="" /> </p>     砖混房屋长度过长,如有的住宅?个单元连在一起,总长度超过温度变形允许长度,规范规定总长超过60m应设伸缩缝,有的房屋超过较多而未设,也未采取其他措施。构造柱是增强建筑物整体性,抵抗地震作用的重要构造措施,过去不少设计,构造柱的设置只考虑符合抗震规范,不考虑实际已存在的温度应力,认为温度应力在规范上未明确规定计算的方法,不考虑不能算是设计错误。因此,设计人员?层以下住宅,基本上是隔问布置构造柱,未对建筑物端部裂缝多发区予以重点加强,构造柱的布置有的较稀,每??道内横墙才设,靠近建筑物端部往往也是一视同仁?br />     不少砖混房屋热衷于采用屋顶钢筋混凝土大挑檐,有时为平衡悬挑荷重,在室内屋盖部分也要现浇一部分屋盖板,在二者之间紧密连结的是外纵墙圈梁,圈梁往往与墙同宽。这样桃檐、圈梁及现浇屋盖部分共同组成刚度较大的现浇连续板如遇温差变化,产生的温度应力较高,导致墙体不能承受而开裂?br />     上边是地基加固公司分享的信息,如有需要或疑问,欢迎您的来电!<br /> </div> <div id="3m1slskndchc7" class="n_article_next"><div>上一?<a href="21.html">郑州地基加固公司简述灌浆补强处理的特点</a></div> <div>下一?<a href="19.html">建筑纠偏公司讲述粘贴面的处理方法</a></div> </div> <div id="3m1slskndchc7" class="tag">相关标签?a href='/key.aspx?k=%ba%d3%c4%cf%bc%d3%b9%cc%b9%ab%cb%be'>河南加固公司</a>,<a 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