预制构件安装工艺.doc
④预制构件安装
A预制混凝土构件应符合设计图和国家标准GB50204-2002《混凝土结构工程施工及验收规范》的规定。
B构件混凝土浇筑完毕后,应标注构件的型号和制作日期,对于上、下难以分辨的构件尚应注意“上”字,并应标注在统一的位置上。
C预制构件进场要检查板端是否堵孔(进入板端4cm堵孔),如未堵应补堵,楼板有裂缝者,不得使用。预制构件安装铺放后,支座用水淋湿,再用10厚1:2.5水泥砂浆坐浆,安装时,构件留40-60mm板缝,内附加1φ8钢筋,缝内采用C20细石砼浇灌密实。板缝施工层不能在结构施工层进行,以避免板的变形,振动影响板缝质量。
④ Install prefabricated
A precast concrete elements should be consistent with design drawings and the national standard GB50204-2002 "Concrete Structures for construction and acceptance" requirement.
After concrete placement component B, component should be marked on the model and production date, for the upper and lower still difficult to distinguish the component should be noted that "on" and the words should be marked in a unified position.
C prefabricated panel-side approach to check whether the plug hole (hole blocking access to board-side 4cm), should be completed without blocking, block, slab cracks were not used. After laying precast installation, bearing water wet, then 10, sat thick 1:2.5 cement slurry, installation, components remain 40-60mm seams, within the additional 1φ8 steel, rock fissures using C20 thin dense shrub Tong Jiao . Construction floor slab joint construction layer in the structure can not, in order to avoid distortion of the plate, vibration seams quality.