Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Damper cantilever one-time construction method
The invention relates to the technical field of building damper cantilever wall pouring construction, in particular to a damper cantilever one-time construction method which comprises the following steps: S1, paying off a cantilever wall; s2, cantilever wall steel bar binding; s3, template manufacturing and mounting; s4, the lower cantilever wall is poured and formed; s5, closing the bottom die; s6, the upper cantilever wall is poured and formed; s7, concrete curing; s8, the cantilever wall formwork is dismantled; wherein the step S1 specifically comprises the following steps of: accurately rechecking in place of paying-off: accurately paying-off the position of a cantilever wall by a construction worker according to an engineering plane layout diagram and a field positioning axis; in the step S2, the specific operation steps are as follows: after accurate positioning in the step S1, according to the setting position for positioning the cantilever wall reinforcing steel bars in a design drawing, the cantilever wall reinforcing steel bars are accurately positioned and bound; in the step S3, a cantilever wall formwork is used for installing and fixing the formwork in the formwork manufacturing and installing process; in the step S5, the concrete chute arranged between the cantilever wall formworks is dismantled, the push-pull groove in the bottom of the upper cantilever wall formwork is plugged, and then pouring of the upper cantilever wall is continued, so that the problems that the construction amount is increased, the construction efficiency is low and the construction cost is high due to the fact that a traditional damper cantilever wall needs to be built through two times of pouring are solved.
本发明涉及建筑阻尼器悬臂墙浇筑施工技术领域，具体涉及一种阻尼器悬臂一次性施工工法，包括以下步骤：S1：悬臂墙放线；S2：悬臂墙钢筋绑扎；S3：模板制安；S4：下悬臂墙浇筑成型；S5：封闭底模；S6：上悬臂墙浇筑成型；S7：混凝土养护；S8：悬臂墙模板拆除；其中，所述S1中具体的步骤为：放线准确复核到位：根据工程平面布置图和现场定位轴线，施工员对悬臂墙位置准确放线；所述S2中，具体操作步骤为：根据S1步骤中准确定位后，根据设计图纸中定位悬臂墙钢筋的设置位置，准确无误的悬臂墙钢筋定位进行绑扎；所述S3中，模板制安中使用悬臂墙模板进行模板的安装固定；所述S5中，具体操作步骤为，将悬臂墙模间设置的混凝土溜槽拆除，将上悬臂墙模板底部的推拉槽进行封堵后，继续进行上悬臂墙的浇筑，解决传统筑阻尼器悬臂墙需要两次浇筑才能完成，增加了施工量，施工效率较低，施工成本较高的的问题。
Damper cantilever one-time construction method
The invention relates to the technical field of building damper cantilever wall pouring construction, in particular to a damper cantilever one-time construction method which comprises the following steps: S1, paying off a cantilever wall; s2, cantilever wall steel bar binding; s3, template manufacturing and mounting; s4, the lower cantilever wall is poured and formed; s5, closing the bottom die; s6, the upper cantilever wall is poured and formed; s7, concrete curing; s8, the cantilever wall formwork is dismantled; wherein the step S1 specifically comprises the following steps of: accurately rechecking in place of paying-off: accurately paying-off the position of a cantilever wall by a construction worker according to an engineering plane layout diagram and a field positioning axis; in the step S2, the specific operation steps are as follows: after accurate positioning in the step S1, according to the setting position for positioning the cantilever wall reinforcing steel bars in a design drawing, the cantilever wall reinforcing steel bars are accurately positioned and bound; in the step S3, a cantilever wall formwork is used for installing and fixing the formwork in the formwork manufacturing and installing process; in the step S5, the concrete chute arranged between the cantilever wall formworks is dismantled, the push-pull groove in the bottom of the upper cantilever wall formwork is plugged, and then pouring of the upper cantilever wall is continued, so that the problems that the construction amount is increased, the construction efficiency is low and the construction cost is high due to the fact that a traditional damper cantilever wall needs to be built through two times of pouring are solved.
本发明涉及建筑阻尼器悬臂墙浇筑施工技术领域，具体涉及一种阻尼器悬臂一次性施工工法，包括以下步骤：S1：悬臂墙放线；S2：悬臂墙钢筋绑扎；S3：模板制安；S4：下悬臂墙浇筑成型；S5：封闭底模；S6：上悬臂墙浇筑成型；S7：混凝土养护；S8：悬臂墙模板拆除；其中，所述S1中具体的步骤为：放线准确复核到位：根据工程平面布置图和现场定位轴线，施工员对悬臂墙位置准确放线；所述S2中，具体操作步骤为：根据S1步骤中准确定位后，根据设计图纸中定位悬臂墙钢筋的设置位置，准确无误的悬臂墙钢筋定位进行绑扎；所述S3中，模板制安中使用悬臂墙模板进行模板的安装固定；所述S5中，具体操作步骤为，将悬臂墙模间设置的混凝土溜槽拆除，将上悬臂墙模板底部的推拉槽进行封堵后，继续进行上悬臂墙的浇筑，解决传统筑阻尼器悬臂墙需要两次浇筑才能完成，增加了施工量，施工效率较低，施工成本较高的的问题。
Damper cantilever one-time construction method
一种阻尼器悬臂一次性施工工法
FAN CHENGBAO (Autor:in) / YU YONGZE (Autor:in) / YU XUEWEN (Autor:in) / LI CHUANYUN (Autor:in) / XIONG LINDE (Autor:in) / YANG LIWEN (Autor:in) / LIU XINGHONG (Autor:in) / ZENG YUBING (Autor:in) / YANG RUNBIN (Autor:in) / JIN SHAN (Autor:in)
20.12.2024
Patent
Elektronische Ressource
Chinesisch
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