中英文朗读3632.doc

5、主要施工方法 5, the main construction method 5.1施工流程与部署 5.1 the construction process and the deployment 1）整体部署 1 the overall deployment 首先进行基土回填并夯实，浇筑c10砼垫层，测量放线，砌筑砖胎膜，绑扎底板钢筋，底板浇筑施工，侧壁浇筑至底板面标高以上600mm处留设施工缝。然后进行侧壁施工，侧壁第一次浇筑至-1.0M，然后再进行余下侧壁与顶板浇筑。 First base soil backfill and compact, pouring concrete c10 cushion, measuring unreeling, brick masonry membranes, tie plate steel, bottom pouring construction, wall casting to floor surface elevation above 600 mm set up construction joints. Then wall construction, wall casting to 1.0 M for the first time, and then the remaining wall and roof of casting. 如下图所示： As shown in the figure below: 2）施工流程 2 the construction process 垫层混凝土浇筑→测量放线→砖胎膜砌筑→底板钢筋绑扎→底板混凝土浇筑→底板混凝土养护→侧壁定位放线→侧壁钢筋绑扎→满堂脚手架搭设→侧壁（及顶板）模板安装加固→（顶板钢筋绑扎）→混凝土浇筑 Cushion concrete pouring to measuring unreeling, brick masonry of membranes - bottom steel binding - floor concrete pouring to bottom concrete curing, sidewall positioning pay-off - wall steel binding - and scaffolding to wall roof and template installation reinforcement, reinforcement assembling roof and concrete pouring 5.2钢筋工程 5.2 reinforcement engineering 5.2.1钢筋加工、制作 5.2.1 steel processing and production ①在熟悉施工图纸的基础上，按照设计规范及施工验收规范的有关规定，确定钢筋相互穿插、避让关系，接头位置，搭接长度，锚固长度，在准确理解设计意图、执行规范的前提下，认真进行钢筋翻样。 1 on the basis of familiar with the construction drawings, in accordance with the relevant provisions of the design specification and construction acceptance specifications, determine the reinforced with each other, avoid relations, joint position, the lap length, anchor length, in the premise of accurate understand design intent, carry out, seriously in steel sample. ②钢筋加工应严格按图纸和施工翻样进行制作，制作前应由专人对翻样结果进行复核，钢筋半成品按规格、品种、使用部位等分类堆放，挂牌标识。所有钢筋半成品经验收合格后方可按使用部位投入使用。 2 reinforcement processing should be in accordance with the drawings and the construction of sample making, before the production should be carried out by specialist with the result of double sample review, steel semi-finished products according to speci