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Tool type structure construction joint rapid retaining construction method
The invention relates to a tool type structure construction joint rapid reserving construction method. The tool type structure construction joint rapid reserving construction method is applied to the field of concrete construction joint reserving construction. The tool type structure construction joint rapid reserving construction method comprises the following steps that S1, a construction joint reserving position is determined; S2, a reinforcing mesh is bound; S3, after binding of the reinforcing mesh is completed, a steel formwork stopper is installed along a construction joint, the steel formwork stopper is perpendicularly inserted into the reinforcing mesh, and reinforcing steel bars can penetrate through reinforcing steel bar installing notches in the steel formwork stopper; S4, fixing supporting legs on the steel formwork stopper are connected to a floor slab bottom formwork through self-tapping screws, and the steel formwork stopper is fixed; S5, the reinforcing steel bar installing notches are sealed by using a slurry leakage prevention formwork; S6, concrete is poured; and S7, after the concrete is finally set for about 12 hours, the steel formwork stopper is dismantled, and construction joint reserving is completed. The tool type structure construction joint rapid reserving construction method has the effects that the construction joint retaining construction process is easy and fast to operate, the construction quality is guaranteed, the construction efficiency is high, and the problems of uneven construction joints, steel bar deviation, slurry leakage and the like are not prone to occurring.
本申请涉及一种工具式结构施工缝快速留设施工方法,应用在混凝土施工缝留设施工的领域,其包括以下步骤:S1:确定施工缝留设位置;S2:绑扎钢筋网;S3:待钢筋网绑扎完毕后,沿施工缝安装钢模挡隔器,将钢模挡隔器垂直插进钢筋网中,使得各个钢筋从钢模挡隔器上的钢筋安装槽口穿过;S4:使用自攻螺钉将钢模挡隔器上的固定支脚与楼板底模连接,对钢模挡隔器进行固定;S5:使用防漏浆模板对钢筋安装槽口进行封闭;S6:浇筑混凝土;S7:混凝土终凝约12h后,拆除钢模挡隔器,完成施工缝留设。本申请具有施工缝留设施工过程操作简单快捷,施工质量得到保障,施工效率高,且不易出现施工缝不平齐,钢筋偏位,漏浆等问题的效果。
Tool type structure construction joint rapid retaining construction method
The invention relates to a tool type structure construction joint rapid reserving construction method. The tool type structure construction joint rapid reserving construction method is applied to the field of concrete construction joint reserving construction. The tool type structure construction joint rapid reserving construction method comprises the following steps that S1, a construction joint reserving position is determined; S2, a reinforcing mesh is bound; S3, after binding of the reinforcing mesh is completed, a steel formwork stopper is installed along a construction joint, the steel formwork stopper is perpendicularly inserted into the reinforcing mesh, and reinforcing steel bars can penetrate through reinforcing steel bar installing notches in the steel formwork stopper; S4, fixing supporting legs on the steel formwork stopper are connected to a floor slab bottom formwork through self-tapping screws, and the steel formwork stopper is fixed; S5, the reinforcing steel bar installing notches are sealed by using a slurry leakage prevention formwork; S6, concrete is poured; and S7, after the concrete is finally set for about 12 hours, the steel formwork stopper is dismantled, and construction joint reserving is completed. The tool type structure construction joint rapid reserving construction method has the effects that the construction joint retaining construction process is easy and fast to operate, the construction quality is guaranteed, the construction efficiency is high, and the problems of uneven construction joints, steel bar deviation, slurry leakage and the like are not prone to occurring.
本申请涉及一种工具式结构施工缝快速留设施工方法,应用在混凝土施工缝留设施工的领域,其包括以下步骤:S1:确定施工缝留设位置;S2:绑扎钢筋网;S3:待钢筋网绑扎完毕后,沿施工缝安装钢模挡隔器,将钢模挡隔器垂直插进钢筋网中,使得各个钢筋从钢模挡隔器上的钢筋安装槽口穿过;S4:使用自攻螺钉将钢模挡隔器上的固定支脚与楼板底模连接,对钢模挡隔器进行固定;S5:使用防漏浆模板对钢筋安装槽口进行封闭;S6:浇筑混凝土;S7:混凝土终凝约12h后,拆除钢模挡隔器,完成施工缝留设。本申请具有施工缝留设施工过程操作简单快捷,施工质量得到保障,施工效率高,且不易出现施工缝不平齐,钢筋偏位,漏浆等问题的效果。
Tool type structure construction joint rapid retaining construction method
工具式结构施工缝快速留设施工方法
TANG JUN (author) / WU TIANWEN (author) / JU RUIZHOU (author) / YANG YONG (author) / PAN JIN (author)
2021-06-04
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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