A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of fair-faced concrete stiff prefabricated column
The invention relates to a construction method of a fair-faced concrete stiff prefabricated column, and relates to the field of building construction.The construction method of the fair-faced concrete stiff prefabricated column comprises the following steps that S1, a stress longitudinal bar at one end of a prefabricated column at the bottommost layer is connected with a floor at the bottommost layer, and the prefabricated column at the bottommost layer is vertically fixed to the floor at the bottommost layer; s2, the prefabricated column on the upper layer is transported to the position above the fixed prefabricated column on the lower layer, and the stress longitudinal bars at the opposite ends of the prefabricated column on the upper layer and the prefabricated column on the lower layer are in butt joint; s3, the stress longitudinal bars which are in butt joint are fixed together; s4, the upper floor slab reinforcing steel bars are installed; s5, the upper floor slab is poured; and S6, the steps S2-S5 are circulated till prefabricated column construction of the multi-story building is completed. Through cooperation of all the components, prefabricated column construction of a multi-story building can be completed, in the construction process, secondary construction does not need to be conducted on a poured floor slab, and damage to the formed floor slab is avoided.
本申请涉及一种清水混凝土劲性预制柱的施工方法，涉及建筑施工领域，清水混凝土劲性预制柱的施工方法包括以下步骤：S1：将下最底层的预制柱一端的受力纵筋与最底层楼板进行连接，最底层的预制柱垂直固定于最底层楼板上；S2：将上一层的预制柱运输至固定好的下一层的预制柱上方，上一层的预制柱与下一层的预制柱相对的一端的受力纵筋对接；S3：将对接的受力纵筋固定在一起；S4：安装上一层楼板钢筋；S5：浇筑上一层楼板；S6：循环步骤S2‑S5直至完成多层建筑的预制柱施工。本申请中各部件的配合，可完成多层建筑的预制柱施工，施工过程中，无需对浇筑好的楼板进行二次施工，避免对成型后的楼板造成破坏。
Construction method of fair-faced concrete stiff prefabricated column
The invention relates to a construction method of a fair-faced concrete stiff prefabricated column, and relates to the field of building construction.The construction method of the fair-faced concrete stiff prefabricated column comprises the following steps that S1, a stress longitudinal bar at one end of a prefabricated column at the bottommost layer is connected with a floor at the bottommost layer, and the prefabricated column at the bottommost layer is vertically fixed to the floor at the bottommost layer; s2, the prefabricated column on the upper layer is transported to the position above the fixed prefabricated column on the lower layer, and the stress longitudinal bars at the opposite ends of the prefabricated column on the upper layer and the prefabricated column on the lower layer are in butt joint; s3, the stress longitudinal bars which are in butt joint are fixed together; s4, the upper floor slab reinforcing steel bars are installed; s5, the upper floor slab is poured; and S6, the steps S2-S5 are circulated till prefabricated column construction of the multi-story building is completed. Through cooperation of all the components, prefabricated column construction of a multi-story building can be completed, in the construction process, secondary construction does not need to be conducted on a poured floor slab, and damage to the formed floor slab is avoided.
本申请涉及一种清水混凝土劲性预制柱的施工方法，涉及建筑施工领域，清水混凝土劲性预制柱的施工方法包括以下步骤：S1：将下最底层的预制柱一端的受力纵筋与最底层楼板进行连接，最底层的预制柱垂直固定于最底层楼板上；S2：将上一层的预制柱运输至固定好的下一层的预制柱上方，上一层的预制柱与下一层的预制柱相对的一端的受力纵筋对接；S3：将对接的受力纵筋固定在一起；S4：安装上一层楼板钢筋；S5：浇筑上一层楼板；S6：循环步骤S2‑S5直至完成多层建筑的预制柱施工。本申请中各部件的配合，可完成多层建筑的预制柱施工，施工过程中，无需对浇筑好的楼板进行二次施工，避免对成型后的楼板造成破坏。
Construction method of fair-faced concrete stiff prefabricated column
一种清水混凝土劲性预制柱的施工方法
XU LEI (author) / CHEN JIARU (author) / ZHAO JIAN (author) / LI ZIQIAO (author) / PENG CHENXIN (author) / LING ZEGAO (author) / ZHANG XINGBO (author)
2024-07-05
Patent
Electronic Resource
Chinese
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