定型组合钢摸板的安装与拆除（Installation and removal of type steel plate touch）.docVIP

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定型组合钢摸板的安装与拆除（Installation and removal of type steel plate touch）.doc

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定型组合钢摸板的安装与拆除（Installation and removal of type steel plate touch）

定型组合钢摸板的安装与拆除（Installation and removal of type steel plate touch） Compilation according to concrete structure quality acceptance specification GB50204-2002, in which the bold part of the mandatory provisions, must be strictly enforced. I. construction preparation 1. materials (1) the composite steel formwork is composed of steel mould and fittings. 1) plane template specifications Length: 450mm, 600mm, 750mm, 900mm, 1200mm, l500mm. Width: 100mm, l50mm, 200mm, 250mm, 300mm. 2) shape steel corner die: negative angle die and angle die. 3) connecting attachments: U type, L type, type 3, fastener, dish type fastener, hook bolt, through wall bolt, fastening bolt. 4) support system: column hoop, steel beam, steel tube wall, wood brace hoop, door type scaffold, adjustable steel top, adjustable Bracket, steel truss, timber. 5) release agent. (2) SP a template series of materials (that is, steel is made of bamboo plywood surface template) 1) template specifications Length: 900mm, 1200mm, l500mm. Width: 200mm, 300mm, 600mm. Thickness: 55mm, 70mm. 2) shaped steel angle die: movable hinge die, joint angle die, modification connection angle die, fixed negative angle die. 3) connecting accessories: steel pipe, square card card, wedge bolt, wall bolt, bolt. 4) support system: the column hoop, hoop steel wall, steel tube, door type scaffold, adjustable steel top, adjustable upper support, steel truss Fang, wood frame, wood. 5) release agent. 2. operating conditions (1) template design has been completed, there are template design drawings. (2) the template shall be numbered according to the section and coated with the release agent, and shall be piled up in different specifications. (3) according to the design drawing of the template, place the axis and the edge of the template, the mouth position and the horizontal control elevation, and the bottom of the wall and column template should be made of cement mortar leveling layer. (4) the wall column reinforcement is finished, the wate