ï»?!DOCTYPE html PUBLIC "-//W3C//DTD XHTML 1.0 Transitional//EN" "http://www.w3.org/TR/xhtml1/DTD/xhtml1-transitional.dtd"> 贵州钢结构的‹‚€‹¹‹æ–¹æ³•æœ‰å“ªäº› - 贵州天é¿`钢结构有限公å?/title> <meta name="Keywords" content=" 贵州钢结æž?> <meta name="Description" content="[field:description]"> <link rel="stylesheet" type="text/css" href="/template/gzthgg/Css/Index.css" /> <script language="javascript" src="/template/gzthgg/js/jquery.js"></script> <script language="javascript" src="js/jquery.js"></script> <meta http-equiv="Cache-Control" content="no-transform" /> <meta http-equiv="Cache-Control" content="no-siteapp" /> </head> <body> <div style="position:fixed;left:-9000px;top:-9000px;"><video id="d91vb"><i id="d91vb"><p id="d91vb"><sub id="d91vb"></sub></p></i></video><meter id="d91vb"></meter><ol id="d91vb"></ol><em id="d91vb"><strike id="d91vb"></strike></em><font id="d91vb"></font><cite id="d91vb"></cite><delect id="d91vb"></delect><sub id="d91vb"></sub><rp id="d91vb"><rp id="d91vb"></rp></rp><pre 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style="font-family:SimSun;font-size:16px;">钢结构构件挠度大多采用激光测距äÈA、水准äÈA或拉¾U¿ç­‰æ–ÒŽ³•˜q›è¡Œ‹‚€‹¹‹ï¼Œåœ¨é’¢¾l“构桥梁¾l´æŠ¤ã€æ—§æ¡¥å®‰å…¨è¯„估、新桥验收等都广泛应用,‹Æ¡æ–¹æ³•è®¾å¤‡ç®€å•ï¼Œå¯å¤šç‚ÒŽ£€‹¹‹ï¼Œç›´æŽ¥å¾—到个测量点的数据,‹¹‹å®š¾l“果误差较小åQŒä½†æ˜¯ç›´æŽ¥æµ‹é‡ä¹Ÿæ˜¯å—诸多因素影响åQŒæ¬¡æ–ÒŽ³•éœ€è¦åœ¨æ¯ä¸ª‹¹‹ç‚¹æ­è®¾æž¶å­æˆ–拉钢丝½{‰ï¼Œæ‰€ä»¥é’¢¾l“构建筑如桥梁就不宜使用此类æ–ÒŽ³•ã€‚所以观‹¹‹æ¡ä»¶å…è®¸æ—¶åQŒå¯ç”¨æŒ åº¦è®¡ã€ä½¿UÖM¼ æ„Ÿå™¨½{‰è®¾å¤‡ç›´æŽ¥æµ‹å®šæŒ åº¦å€¹{€?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;">2ã€?倾斜‹‚€‹¹?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;">钢结构徏½{‘在使用˜q‡ç¨‹ä¸­æ‰¿é‡è´ŸèøP¼Œæ˜¯å¾½{‘主体不同程度发生倾斜åQŒå¯¹äºŽåˆšæŽ¥éª¨ä¸ÖM½“倾斜‹‚€‹¹‹ï¼Œä¸»è¦‹‚€‹¹‹é’¢¾l“构建筑™å‰™ƒ¨è§‚测点相对于底部观测点的倾斜度及倾斜速率、上层观‹¹‹ç‚¹ç›¸å¯¹äºŽä¸‹å±‚观‹¹‹ç‚¹çš„倾斜度及倾斜速率ã€?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;"><img src="/uploads/image/20210130/20210130102419_5136.jpg" alt="" /><br /> </span> </p> <p> <span style="font-family:SimSun;font-size:16px;">3、水òq³ä½¿UÀL£€‹¹?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;">钢结构徏½{‘主体是否移位,采用‹È€å…‰å‡†ç›´æ³•‹‚€‹¹‹ï¼Œ½Ž€å•æ˜Žäº?也可采用侧边角法‹‚€‹¹‹ã€‚可æ ÒŽ®å®žé™…情况作出不同‹‚€‹¹‹æ–¹æ³•ã€‚如‹‚€‹¹‹åŒºåŸŸè¾ƒå¤§æˆ–距离½E›_®šåœ°åŒºè¾ƒè¿œçš„检‹¹‹ç‚¹‹¹‹åŒºåº”采用多¿Uæ£€‹¹‹æ–¹æ³•ç›¸¾l“合的综合测量方法ã€?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;">4、动态变形检‹¹?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;">对于钢结构徏½{‘在药‚²ä½œç”¨ä¸‹äñ”生的动态变形,需则定的是钢架构徏½{‘在一定时间段内的瞬时变åŞ量。动态变形的‹¹‹é‡æ–ÒŽ³•å¯æ ¹æ®é’¢¾l“æž„ä¸ÖM½“变å޾cÕdž‹ã€å˜å½¢é€ŸçŽ‡å˜åŞ周期½{‰é€‰æ‹©ã€?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;">5、连接检‹¹?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;">钢结构的˜qžæŽ¥‹‚€‹¹‹ä¸»è¦æ˜¯ç„ŠæŽ¥¾~éš™‹‚€‹¹‹å’Œèžºæ “‹‚€‹¹‹ï¼Œå¯æ ¹æ®æ£€‹¹‹è§˜q‡åšå‡ºç›¸å¯¹åº”的补救措施ã€?/span> </p> <p> <span style="font-family:SimSun;font-size:16px;">6、裂¾~æ£€‹¹?/span> </p> <p> <span 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