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节段拼装施工方法是什么？能不能具体说一下。

节段拼装施工方法是什么？能不能具体说一下。

浏览：34次 | 提问时间： 07-28 05:12

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晦涩 07-28 05:13

题主好，屋面施工缝施工方法：
一、施工缝设计情况：结构设计屋面板在F轴靠E轴方向4.5m以及⑤轴靠⑥轴方向4.5m处设置2条十字形后浇带。后经图纸会审设计同意更改为施工缝。
二、施工缝留设原因：本工程屋面主体结构施工是按1~10*A~F与1~10*F~K分两个流水段作业。屋面面积较大(纵横尺寸大)，砼量也较大，不确定因素较多，一次性整体捣砼容易出现施工冷缝。同时现距主体封顶节点工期已时间不多。为了方便施工和结合现阶段施工实际情况(采光罩钢筋砼梁满堂红顶架支撑未搭设完成，该部分模板尚未具备施工条件)以及能按时完成大学城指挥部主体封顶的节点工期。
三、施工缝的留设：由于中庭采光罩未能施工。故施工缝的留设在④、⑦、F、D轴的中庭反方向的1/3处，距、D轴)3.5m处。
四、施工方法和措施：由于屋面具有较高的防水要求，施工缝的构造和接口砼的施工应该严格按照“砼结构工程施工质量验收规范GB50204—2002”要求施工。
(1)、施工缝留置位置：施工缝留在板或主粱长度方向跨中1/3范围内，表面应与梁轴线或板面垂直，不得留斜槎。同时为了加强防水性能，施工缝梁板处做成“台阶”形。
(2)、施工时，梁板施工缝收口处用模板按上图拼装并支撑牢固，钢筋边角位置用收口钢网装钉，确保施工收口严密不漏浆。
(3)、为便于施工缝的清理，施工前在施工缝前方旁边梁板底设置活动清扫口，清扫口模板在施工缝的砼收口清凿、冲洗干净后恢复。
(4)、施工缝后期砼浇捣前人工凿花收口，并将缝的混凝士软弱层剔掉露石子，充分湿润且冲洗干净，但不得积水，以便于新旧砼的结合。
(5)、施工缝处须待已浇筑混凝土的抗压强度不小于1.2Mpa时，才允许继续浇筑。
(6)、在继续浇筑混凝土前，在施工缝处浇一层与混凝土相同成分的减石子砂浆，接浆厚度5-10cm
(7)、混凝土应细致捣实，使新旧混凝土紧密结合。
(8)、安排专人负责施工缝的留设及施工。保证施工缝的位置准确、模板支撑牢固、严密不漏浆、砼浇捣质量符合要求。

别逞强 07-28 05:21

1、编制依据（施组中的有关计划等，有关规程、规范、标准、规定等）；
2、工程概况（本工程的基本情况，参建单位情况和各专业的基本情况，室外工程情况）；
3、施工部署（管理目标、部署原则、项目组织机构、主要工程量、进度计划、劳动力计划、原材料加工订货、协调配合）；
4、施工准备（技术准备、现场准备等）；
5、主要施工方法（流水段划分、机具设备选择、主要分部项工程工艺流程和施工方法、专项方案等）；
6、主要管理措施（质量、安全、消防、环保、工期、分包、文明施工、成品保护管理措施）；
7、施工总平面图（施工期间场地、设备、道路、临水、临电等的详细布置图）。

爱你似命 07-28 05:30

木结构屋盖式施工方法有这些所述：施工工艺流程及操作要点桁架制作安装的工艺流程:翻样→断料→拼装→齿板定位→齿板紧固→检验合格,此部分工作可在工厂完成,然后运至现场;也可以直接在现场完成,其施工流程为:翻样→断料→现场拼装→齿板定位→齿板紧固→检验合格;最后进行:吊装就位第一榀桁架→安装临时支撑→钉连接(临时固定)→系杆支撑安装(腹杆支撑和弦杆支撑)→支座端侧向支撑安装固定→薄钢板带(连接件)→钉连接(永久固定)。木桁架由工厂化制作,制作精度较高,有关数据核准后输入电脑便可得出需要的尺寸、数值,便于操作。

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