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class=""> <p>     <span><strong><b>河南加固公司</b></strong>分析碳纤维布的可靠?/span>?</p> <p>     碳纤维可成功地用于混凝土结构的抗震、抗剪和抗弯加固。但应该指出,由于碳纤维布加固结构固有的一些受力特点,许多混凝土结构问题不适于用碳纤维进行加固,因?strong><a href="http://yesdrs.com/supply/19.html" target="_blank">河南加固公司</a></strong>认为有必要对其适用性作出分析?</p>     1、刚度问?br />     当混凝土楼、屋盖结构由于刚度不足,导致变形过大、开裂严重而影响使用时,不适合用粘贴碳纤维布的方法加固。研究表明,对于梁、板等横向受力构件,当用碳纤维进行加固时,在正常使用极限状态,碳纤维对结构刚度的提高作用小?0%,或基本没有提高?br />     2、碳纤维抗弯加固的适用范围<br />     当混凝土结构由于抗弯承载力不够,采用碳纤维布进行加固时,加固结构的破坏形态一方面取决于原结构的配筋情况,另一方面取决于碳纤维的用量。现假设原结构为适筋构件,则加固结构的破坏形态可分为如下三种情况?br /> <p style="text-align:center;"> <img src="/uploads/image/20180326/20180326093437_5982.jpg" alt="" />ٿ     </p> <p>ٿ     ⑴碳纤维用量较少。破坏时受压区边缘混凝土压碎,受拉钢筋屈服,碳纤维可以达到较高的拉应变?</p>     ⑵碳纤维用量适中。破坏时受压区边缘混凝土压碎,受拉钢筋屈服,碳纤维可达到某一中等拉应变?br /> <p>     ⑶碳纤维用量<span style="line-height:1.5;">较多。破坏时受压区边缘混凝土压碎,受拉钢筋屈服,碳纤维应变很低?/span> </p>     上述三种情况,第三种情况由于碳纤维用量大且强度利用率低,不宜采用。第一种加固方法适用于截面高度较大的梁,第二种加固方法适用于截面高度较小的板或扁梁。这主要是由于对板或扁梁而言,在碳纤维未达到很高的拉应变时,结构就可能由于变形过大而破坏。具体界限取决于碳纤维极限拉应变和加载方式?br />     3、抗扭问?br />     关于用碳纤维材料进行混凝土结构的抗扭加固,目前国内外进行的研究很少。从混凝土结构的受扭破坏机理上看,不论使碳纤维的纤维方向垂直于轴线,还是平行于轴线,均可以约束扭转斜裂缝的发展,起到一定的加固效果?br /> </div> <div id="3m1slskndchc7" class="n_article_next"><div>上一?<a href="223.html">河南加固公司行业精选:火灾后钢结构建筑加固修复指导</a></div> <div>下一?<a href="221.html">郑州地基加固公司分析碳纤维加固设计的疑点</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 href='/key.aspx?k=%d6%a3%d6%dd%b5%d8%bb%f9%bc%d3%b9%cc%b9%ab%cb%be'>郑州地基加固公司</a>,<a href='/key.aspx?k=%bd%a8%d6%fe%be%c0%c6%ab%b9%ab%cb%be'>建筑纠偏公司</a>,</div> <div id="3m1slskndchc7" class="clear"></div> </div> <div id="3m1slskndchc7" class="related"> <div id="3m1slskndchc7" class="related_t">相关产品</div> <div id="3m1slskndchc7" class="c_product_b" > <dl> <dt><a href="http://yesdrs.com/supply/22.html" rel="nofollow"><img src="http://cmsimgshow.zhuchao.cc/28056/201801031752011422805693557.png?path=yesdrs.com/uploads/cp/201801031752011422805693557.png" alt="郑州桥梁加固公司" /></a></dt> 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