钢筋工程交底（Reinforcement project disclosure）.doc

钢筋工程交底（Reinforcement project disclosure） Doc document may at the WAP end of the browsing experience poor. Suggest you select TXT, or download the source file to the machine view. Technical disclosure records Construction unit: Jiaozuo Hongcheng construction limited liability company engineering name: name of project content disclosure Zhengzhou information Creative Industry Park Investment Center in April steel works First, be familiar with the drawings, in strict accordance with the design requirements and the production and assembling construction change notice. Two, ready to work: 1, check the reinforced steel products, diameter, shape, size and quantity of the material is consistent with the single card, if errors should be corrected added. 2, prepare for lashing the wire binding tool, lashing frame etc.. Reinforced lashing the wire, available 20 ~ 22# wire, 22# wire which used only for bar diameter below 12mm. 3, to control the concrete protective layer pad for. Pad thickness should be equal to the thickness of the protective layer, pad size of the plane when the protective layer thickness is equal to or less than 20mm is 30mm * 30MM, more than 20mm, 50mm * 50mm. 4, line drawn steel, steel plate or wall, in the template lines; column stirrups, partition points on the two diagonal main bar; beam stirrup in erect steel cross point; foundation reinforcement, in two to take a row or line in reinforced cushion. Reinforced joint position, it staggered the template lines. 5, the length of lap joints in strict accordance with the regulations. 6, the formation of binding structure complex part, each reinforced schedule should first study the order and order of contact to discuss supporting formwork modules and assembling reinforcement, in order to reduce the difficulty of assembling. Three, column: vertical reinforcement lap 1, column reinforcement, hook corner rebar should be 45 degrees with the template, the hook should be reinforced among 90 degrees with the template