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The construction method of the viscous damper lower support concrete formwork comprises the following steps that firstly, a columnar steel structure support is fixed to the middle of a bottom beam frame, and the upper end of the steel structure support is higher than the top face of a bottom beam; secondly, bottom beam steel bars are bound; thirdly, vertical steel bars are bound on the periphery of the steel support, the lower ends of the vertical steel bars are inserted into the bottom beams, and the upper ends of the vertical steel bars are flush with the upper end of the steel support; fourthly, bottom beams are poured; and fifthly, a plurality of pieces of U-shaped steel are arranged and sequentially spliced into an annular structure surrounding the vertical steel bars, the U-shaped steel is fixed through clamping pins, at least one piece of U-shaped steel is short U-shaped steel, and a U-shaped inclined groove is fixed to the short U-shaped steel.
本发明设计粘滞阻尼器下支座混凝土模板的施工方法，包括以下步骤：步骤一：在底梁框架中间位置固定柱状的钢结构支座，钢支座的上端高于底梁的顶面；步骤二：绑扎底梁钢筋；步骤三：在钢支座四周绑扎竖向钢筋，将竖向钢筋的下端插入底梁中，竖向钢筋的上端与钢支座的上端平齐；步骤四：浇筑底梁；步骤五：排布多根U型钢依次拼接成围绕竖向钢筋的环形结构，U型钢之间采用卡销固定，其中至少一根U型钢为短尺寸U型钢，短尺寸U型钢上固定U型斜槽。
The construction method of the viscous damper lower support concrete formwork comprises the following steps that firstly, a columnar steel structure support is fixed to the middle of a bottom beam frame, and the upper end of the steel structure support is higher than the top face of a bottom beam; secondly, bottom beam steel bars are bound; thirdly, vertical steel bars are bound on the periphery of the steel support, the lower ends of the vertical steel bars are inserted into the bottom beams, and the upper ends of the vertical steel bars are flush with the upper end of the steel support; fourthly, bottom beams are poured; and fifthly, a plurality of pieces of U-shaped steel are arranged and sequentially spliced into an annular structure surrounding the vertical steel bars, the U-shaped steel is fixed through clamping pins, at least one piece of U-shaped steel is short U-shaped steel, and a U-shaped inclined groove is fixed to the short U-shaped steel.
本发明设计粘滞阻尼器下支座混凝土模板的施工方法，包括以下步骤：步骤一：在底梁框架中间位置固定柱状的钢结构支座，钢支座的上端高于底梁的顶面；步骤二：绑扎底梁钢筋；步骤三：在钢支座四周绑扎竖向钢筋，将竖向钢筋的下端插入底梁中，竖向钢筋的上端与钢支座的上端平齐；步骤四：浇筑底梁；步骤五：排布多根U型钢依次拼接成围绕竖向钢筋的环形结构，U型钢之间采用卡销固定，其中至少一根U型钢为短尺寸U型钢，短尺寸U型钢上固定U型斜槽。
Construction method of viscous damper lower support concrete formwork
粘滞阻尼器下支座混凝土模板的施工方法
2023-07-28
Patent
Electronic Resource
Chinese
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