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4框架和管架钢结构施工方案

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内蒙古博源联合化工有限公司 1000kt/a天然气制甲醇项目主装置

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框架和管架钢结构施工方案

编 制:唐建军

审 核:贺 嵘

批 准:周宗华

中国化学工程第十一建设公司

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中国化学工程第十一建设公司

内蒙古博源联合化工有限公司 1000kt/a天然气制甲醇项目主装置

43

目 录

1 2 3 4 5 6 7 8

编制说明 ·······························································································································································44 编制依据 ·······························································································································································44 施工准备 ·······························································································································································44 防腐 ··········································································································································································44 预制 ··········································································································································································44 吊装组对 ·······························································································································································44 施工技术要求·····················································································································································45 质量控制 ·······························································································································································45 8.1 8.2 9 10

主要工序控制点 ··································································································· 45 钢结构验收 ··········································································································· 46

质量保证措施·····················································································································································46 安全文明施工技术措施··························································································································46

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中国化学工程第十一建设公司

内蒙古博源联合化工有限公司 1000kt/a天然气制甲醇项目主装置

44

框架和管架钢结构施工方案

1 编制说明

因无钢管架、钢框架的图纸资料,根据我单位施工经验编制,仅用于投标。

2 编制依据

《钢结构工程施工及验收规范》(GB50205-2001);

内蒙古博源联合化工有限公司1000kt/a天然气制甲醇项目招标文件。

3 施工准备

建立钢结构预制场,准备好下料、焊接、钻孔、防腐、运输吊装的机具材料。 进行钢结构施工之前,应做好包括基础复验﹑技术交底﹑材料复检﹑劳动力﹑工机具等的准备工作。

4 防腐

防腐工作应在下完料组对前进行,只刷一遍底漆,待结构施工完成之后再进行彻底的防腐工作。

5 预制

预制工作应在平整的钢平台上进行,所有板材的切割应用剪板机(厚度≤12mm

的钢板)或用氧-乙炔焰切割(厚度>12mm的钢板),钢材的切割断面应用砂轮机打磨平整,将同一截面上的管架按照尺寸预制成型(包括柱子的高度,跨度等主要尺寸),尽量减少高空作业。长度不够的梁﹑柱在对接时,应采用45度斜对接方式,以增加构件的强度。采用直接方式的应根据需要增设补强板,并校核其强度。

管架和框架在地面预制成片后组对成整跨桁架,焊接检验,完成防腐工作后整体吊装。

6 吊装组对

经检验合格的半成品构件(预制件)用吊车吊装找正,并且应立即安装联接梁,组

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中国化学工程第十一建设公司

内蒙古博源联合化工有限公司 1000kt/a天然气制甲醇项目主装置

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装成片,以减少危险程度。 3.2.5焊缝检验:

包括外观和无损检验(无损检验指使用超声波探伤)。无损检验的焊缝主要指需要熔透焊接的H型钢翼板和腹板的对接以及H型钢翼板的T形对接处。凡在地面上预制的焊缝需要做无损检验的,均应在地面上检验。

7 施工技术要求

1)钢结构焊接采用CO2保护焊和手工电弧焊,使用J422(E4303)焊条,焊条应按照规定烘干保温,焊工使用保温筒盛装焊条,随用随取。

2)钢构件在吊装找正前应进行检查,其变形﹑缺陷应先校正,校正后的尺寸偏差不得超出允许值。

3)柱脚底板的安装使用无垫铁安装法。

4)钢柱安装时,应待灌浆层达到设计强度后方可安装柱子,安装柱子之后应立即安装联接梁,按照规定的焊接工艺焊接,不允许点焊,花焊。

5)钢格板及其他附属设施的安装应在管廊结构基本完成后再安装。 6)钢材涂装前的表面应无泥沙,浮锈,油污等杂物。

7)油漆涂层应均匀,无流挂,起皱,每道底漆与面漆的干膜厚度为45~55mm,涂装完好后的干膜总厚度为200±20 mm。

8)涂装完好的钢结构表面应无明显的颜色差异,无金属表面暴露在外。

8 质量控制

8.1 主要工序控制点

序号 1 2 3 4 5 名称 施工前技术准备 施工前其他准备 结构预制 结构焊接 结构安装 内容 图纸会审,施工方案的审批 基础,材料合要求,技术交底,三单一卡齐备 下料尺寸,组对合要求 材料焊工合格证,焊缝检验 各定位线正确,标记明显 备注 45

中国化学工程第十一建设公司

内蒙古博源联合化工有限公司 1000kt/a天然气制甲醇项目主装置

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6 结构防腐 涂料,涂层合要求 8.2 钢结构验收

所有需要熔透焊的焊缝均必须进行100%超声波探伤。焊缝评定标准依据JB4730-94合格等级II级。

所有构件的外形尺寸和安装尺寸偏差应符合规范的质量指标。

钢结构施工完成之后,施工班组要有自检记录,专职质检员要按照规定检查钢结构的偏差值,严格控制工程的质量。

9 质量保证措施

原材料使用前应复检,包括其外形尺寸﹑材质合格证﹑产品合格证﹑材料代用单等。

施工前技术人员必须向施工人员进行技术交底,下发工程质量单。施工人员应作好自检记录。

按照图纸技术要求施工,所有中心线﹑标高线等定位线应用白色油漆标记明显,严格控制结构的尺寸及定位线的偏差值在允许的范围之内。

施工时所使用的计量器具必须经检验合格,并有专职检验员所发的“计量准用”证。 电焊工必须持有与施焊项目相符的焊工合格证才能施焊。焊接前必须有经过焊接质保工程师下达的焊接工艺卡。施焊时应严格按照工艺卡中规定的顺序施焊,防止焊接变形。

10安全文明施工技术措施

1)施工人员应懂得常见突发事故的处理救治措施。

2)进入现场,所有人员必须系戴好安全帽,高处作业必须系挂好安全带。 3)现场施工注意安全用电,所有电动工机具应装好漏电保护器并使其工作在正常状态,以防止触电事故的发生。

4)防腐用油漆应存放在阴凉干燥处,并禁止使用明火,在作业场所和存放库周围必须设置好消防器材,以杜绝火灾事故的发生。

5)钢结构吊装时一定要用溜绳控制构件的摆动方向,在吊车作业区内禁止无关人

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内蒙古博源联合化工有限公司 1000kt/a天然气制甲醇项目主装置

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员入内。吊车臂下严禁站人。

6)各工种施工人员应严格按照本工种操作规程进行作业,不得违章代岗作业。 7)雨雪天气施工时,应注意防滑,并做好钢材的防腐蚀工作。不得进行吊装等高处作业。

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中国化学工程第十一建设公司

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