大模板內澆外砌多層住宅摟工程施工組織設計.doc
進入下載頁
第一卷 大模板內澆外砌多層住宅摟工程施工組織設計
第一章 工程概況
本工程采用內澆外砌大模板通用住宅標準圖紙，由甲、乙、丙、丙、丙、甲反六單元組合，建筑面積為6235.85m2，共六層，全樓長96.59m，寬10.76m，層高2.7m。開間有2.7m、3.3m兩種，進深為兩個5.1m。結構抗震設計按8度設防，在二、三單元之間設抗震縫一道，每層設有圈梁、構造柱。屋頂板及各層樓板為110mm厚雙向預應力實心大樓板，外墻為370mm厚磚墻，內橫墻厚140mm，縱墻為160mm厚，均為現澆C20鋼筋混凝土墻，內隔墻為50mm厚預制混凝土板。樓梯、陽臺、雨罩、挑檐、過梁均為預制構件。內裝修混凝土墻均為刮膩子噴漿，磚墻為普通抹灰刮膩子噴漿。外裝修以清水墻為主，配以抹灰窗套刷白乳膠漆，檐口、窗間墻為干粘石，首層門頭、勒腳為水刷石飾面。
第二章 施工部署
本工程要求通過合理安排施工工序，解決手工砌磚與機械化大模板施工的矛盾，砌磚與大模板兩條流水線分別組織流水施工，做到連續均衡生產。
第一節 部署安排
整個工程根據分階段平行流水作業計劃，安排由一端至另一端流水作業(如下圖)。
Volume I poured a large external puzzle template-rise residential construction organization design hug
Chapter Project Overview
This works great with the template within the casting puzzle common foreign residential standard drawings, from A, B, C, C, C, A combination of anti-six-unit building area 6235.85m2, a total of six, full floor length 96.59m, width 10.76m ceiling height of 2.7m. Bay with 2.7m, 3.3m two, into the deep for two 5.1m. Seismic Design of fortification by 8 degrees, in two or three units located between the seismic gap along each layer with ring beams, structural column. Roof panels and floor to 110mm thick layers of solid two-way prestressed building panels, wall to 370mm thick brick wall, within the cross wall thickness 140mm, 160mm vertical wall is thick, reinforced concrete walls are cast C20, within the walls for the 50mm thick precast concrete panels. Staircase, balcony, rain cover, overhanging lintel are prefabricated. Interiors were scrape putty spray concrete wall, brick wall for the ordinary plaster scrape putty spray. Exterior Decoration with water walls and decorated with whitewashed plaster window cover paint, cornices, window walls to dry sticky stone, ground floor door first, the plinth of stone finishes for the water brush.
Chapter II Construction of the deployment
The project required the construction process through the proper arrangements to address the manual and mechanized large formwork construction brick contradictions, bricklaying and large templates are organized water line construction of two, so that a continuous balanced production.
Section deployment schedule
The whole project is based on a phased Parallel Flow Shop Scheduling, arranging one end to the other side of the assembly-line (below).