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        腳手架搭設方案方案示例1.doc

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        資料簡介

        一、 工程概況
        本工程為唐山市宏揚花園商住樓工程,位于唐山市火炬路西側,由唐山宏揚房地產開發公司招標籌建,唐山國旺建筑安裝有限公司中標承建。工期為333天,要求2001年10月10日開工,2002年10月30日竣工交付使用。該工程由唐山市規劃建筑設計研究院設計,建筑平面為5單元組合條式住宅樓。建筑面積為16757.66M2(其中地下室面積2310M2)。地下是一層半地下室,地上主體為六層。地下室層高2.2M,首層層高為3.6M,二層層高為3.0M,三至六層層高為2.9M,單元組合為一梯兩戶,一二層為商業用房,三至六層為住宅。該工程為框架結構。腳手架搭設方案編制依據《建筑施工扣件式鋼管腳手架安全技術規范》(JGJ130-2001)、《建筑施工安全檢查標準》(JGJ59-99)、《河北省〈建筑施工安全檢查標準〉實施細則》及圖紙等。
         
        二、 腳手架搭設材料要求
            1)腳手架各種桿件采用外徑48mm、壁厚3.5mm的3號鋼焊接鋼管,使用生產廠家合格的產品并持有合格證,其力學性能應符合國家現行標準《碳素結構鋼》GBT700中Q235A
        First, project survey
        This works for commercial and residential project in Tangshan carry forward the garden, located in Tangshan City, Torch Road, west side, from the Tangshan Hong Yang, tender preparation of real estate development company, Tangshan Guo Wang Construction and Installation Co., Ltd. won the bid construction. Duration of 333 days, asked on Oct. 10, 2001 started on Oct. 30, 2002 completion of delivery. The project by the Tangshan City Planning and Design Institute of Design, Architecture flat strip combination for the 5 unit residential building. Construction area 16757.66M2 (including basement area of 2310M2). Ground is a layer of semi-basement, main floor for the six. Basement storey 2.2M, first floor storey to 3.6M, two-story story is 3.0M, three to six layers high as 2.9M, the combination of a ladder unit 2, a two-story commercial buildings, three to six-storey residential. The project for the frame structure. Scaffolding programming based on "building construction steel tubular scaffold safety technical specifications" (JGJ130-2001), "construction safety inspection standards" (JGJ59-99), "Hebei Province," Building and construction safety inspection standards for> the implementation details "and drawings.
          
        Second, material requirements Scaffolding
            1) Scaffolding various pole of diameter 48mm, wall thickness 3.5mm to 3 steel welded pipe, the use of qualified product manufacturers and holds a certificate, the mechanical properties shall conform to the current standard "carbon steel" GBT700 the Q235A
         

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