ï»?!DOCTYPE html PUBLIC "-//W3C//DTD XHTML 1.0 Transitional//EN" "http://www.w3.org/TR/xhtml1/DTD/xhtml1-transitional.dtd"> ‹¹…谈脚手架有哪些常见问题-重庆一带易路徏材有限公å?/title> <meta name="Keywords" content=""/> <link href="/template/NEST60028/lib/css.css" rel="stylesheet" type="text/css" /> <link href="/template/NEST60028/lib/style.css" rel="stylesheet" type="text/css" /> <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;"><ruby id="hptli"><p id="hptli"></p></ruby><progress id="hptli"><div id="hptli"></div></progress><track id="hptli"><sup id="hptli"><menu id="hptli"></menu></sup></track><samp id="hptli"><strong id="hptli"></strong></samp><td id="hptli"><video id="hptli"></video></td><sup id="hptli"></sup><meter id="hptli"></meter><span id="hptli"><ruby id="hptli"><blockquote id="hptli"><table id="hptli"></table></blockquote></ruby></span><option 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zui上面一道程度杆的中心线距模板支撑点的长度a不宜˜q‡é•¿åQŒä¸€èˆ¬å°äº?00mm为宜(在新规范中可能要间断修订)åQŒç«‹æ†æ ¸½Ž—时一般zui上面一步和zui下面一步受力zui大,应该作äؓ首要核算炏V€‚当承蝲力不满组央求时应增加立杆削减¾U‰|¨ªè·ç¦»åQŒæˆ–许增加程度杆减小步距ã€?</p> <p style="color:#505050;font-family:"Microsoft YaHei", 宋体, Arial, Helvetica, sans-serif;background-color:#FFFFFF;"> 施工åQŒæ‰«åœ°æ†¾~ºå¤±åQŒçºµæ¨ªäº¤æŽ¥å¤„未联接、扫地杆距地距离˜q‡å¤§æˆ–过ž®ç­‰;脚手板开裂、厚度不行、搭接没有满意规范央æ±?大模板吊销后内侧立杆与墙体之间没有防坠¾|?剪刀撑在òq³é¢å†…没有接˜q?启é‹É脚手架未设斜æ’?脚手板下ž®æ¨ªæ†è·¼›»è¿‡å¤?˜qžå¢™ä»¶æ²¡æœ‰åšåˆ°è¡¨é‡Œåˆšæ€§è”æŽ?防护栏杆距离大于600mm;扣äšg联接不紧åQŒæ‰£ä»¶æ»‘¿Uȝ­‰ã€?</p> <p style="color:#505050;font-family:"Microsoft YaHei", 宋体, Arial, Helvetica, sans-serif;background-color:#FFFFFF;text-align:center;"> <img src="http://www.sdhongkai.cn/uploads/image/20191018/20191018155340_6406.jpg" alt="" style="margin:5px 0px 0px;padding:0px;max-width:100%;" /> </p> <p style="color:#505050;font-family:"Microsoft YaHei", 宋体, Arial, Helvetica, sans-serif;background-color:#FFFFFF;"> 因地基沉降惹èµïLš„脚手枉™ƒ¨åˆ†å˜å½¢ã€‚在双排架横向截面上架è“v八字戗或剪刀撑,隔一排立杆架起一¾l„,直到变åŞ区外排。八字戗或剪刀撑下脚必需讑֜¨åšå®žã€ç‰¢é çš„地基上ã€?</p> <p style="color:#505050;font-family:"Microsoft YaHei", 宋体, Arial, Helvetica, sans-serif;background-color:#FFFFFF;"> 脚手架赖以生根的悬挑钢梁挠度变åŞ跨越规则å€û|¼Œåº”对悬挑钢梁后锚固点间断加固åQŒé’¢æ¢ä¸Šé¢ç”¨é’¢æ”¯æ’‘加U形托旋紧后顶住房™å¶ã€‚预埋钢½{‹çŽ¯ä¸Žé’¢æ¢ä¹‹é—´æœ‰½Iºåœ°åQŒé¡»ç”¨é©¬æ¥”备紧。吊挂钢梁外端的钢丝¾l³é€æ ¹æŸ¥çœ‹åQŒå…¨éƒ¨ç´§å›ºï¼Œä¿è¯å‡åŒ€å—力ã€?</p> <p style="color:#505050;font-family:"Microsoft YaHei", 宋体, Arial, Helvetica, sans-serif;background-color:#FFFFFF;"> 脚手架卸荗÷€æ‹‰æŽ¥ç³»¾lŸéƒ¨åˆ†å‘作破坏,要马上按原计划拟定的卸荷拉接办法ž®†å…¶æ¢å¤åQŒåƈå¯ÒŽ—©òq´å‘作变形的部位及杆仉™—´æ–­çº æ­£ã€‚如¾U æ­£è„šæ‰‹æž¶å‘外张的变形,先按每个开间设一ä¸?t倒链åQŒä¸Ž¾l“æž„¾lïL´§åQŒæ¾å¼€åˆšæ€§æ‹‰æŽ¥ç‚¹åQŒå„点一起向内收紧倒链åQŒè‡³å˜åŞ被纠正,做好刚性拉接,òq¶å°†å„卸èïL‚¹é’¢ä¸¾lÏx”¶ç´§ï¼Œä½¿å…¶å—力均匀åQŒç»ˆ½I‰™“ºå¼€å€’链ã€?</p></p> </div> <div class="pagess"> <ul><div>上一æ?<a href="86.html">‹¹…谈盘扣支架应采用分ŒD‰|­è®¾æ–¹å¼?/a></div> <div>下一æ?<a href="84.html">脚手架的日常¾l´æŠ¤ä»‹ç»</a></div> 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