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Construction method of cast-in-place terrace rear reinforcing mesh
The invention relates to a construction method of a cast-in-place floor post-positioned reinforcing mesh, which belongs to the technical field, and comprises the following operation steps of: 1, weaving transverse reinforcing steel bars and longitudinal reinforcing steel bars into a reinforcing mesh; and 2, after the concrete is paved and vibrated in place, a reinforcing mesh is placed on the floor concrete. And thirdly, the steel bar net is pressed to the upper portion of the terrace concrete, and the thickness of a steel bar protection layer is met. And fourthly, the concrete surface is polished, and terrace concrete is maintained. The device has the advantages of convenient operation, time and labor saving and good quality stability. The problem that the reinforcing mesh is forgotten to be pulled up is solved. The reinforcing mesh is placed after the concrete is paved and vibrated in place, so that the reinforcing mesh is located in the middle of the thickness of the concrete, and the anti-cracking effect is fully achieved.
本发明涉及一种现浇地坪后置钢筋网的施工方法,所属技术领域,包括如下操作步骤:第一步:先将横向钢筋和纵向钢筋编织成钢筋网。第二步:地坪混凝土在砼摊铺振捣到位后,再摆放钢筋网。第三步:通过将钢筋网压制到地坪混凝土上部,满足钢筋保护层厚度。第四步:收光砼面和养护地坪混凝土。具有操作便捷、省时省力和质量稳定性好的优点。解决了钢筋网忘记拉起的问题。通过在砼摊铺振捣到位后再放置钢筋网,使钢筋网位置在砼厚度的中间偏上,充分发挥出抗裂的作用。
Construction method of cast-in-place terrace rear reinforcing mesh
The invention relates to a construction method of a cast-in-place floor post-positioned reinforcing mesh, which belongs to the technical field, and comprises the following operation steps of: 1, weaving transverse reinforcing steel bars and longitudinal reinforcing steel bars into a reinforcing mesh; and 2, after the concrete is paved and vibrated in place, a reinforcing mesh is placed on the floor concrete. And thirdly, the steel bar net is pressed to the upper portion of the terrace concrete, and the thickness of a steel bar protection layer is met. And fourthly, the concrete surface is polished, and terrace concrete is maintained. The device has the advantages of convenient operation, time and labor saving and good quality stability. The problem that the reinforcing mesh is forgotten to be pulled up is solved. The reinforcing mesh is placed after the concrete is paved and vibrated in place, so that the reinforcing mesh is located in the middle of the thickness of the concrete, and the anti-cracking effect is fully achieved.
本发明涉及一种现浇地坪后置钢筋网的施工方法,所属技术领域,包括如下操作步骤:第一步:先将横向钢筋和纵向钢筋编织成钢筋网。第二步:地坪混凝土在砼摊铺振捣到位后,再摆放钢筋网。第三步:通过将钢筋网压制到地坪混凝土上部,满足钢筋保护层厚度。第四步:收光砼面和养护地坪混凝土。具有操作便捷、省时省力和质量稳定性好的优点。解决了钢筋网忘记拉起的问题。通过在砼摊铺振捣到位后再放置钢筋网,使钢筋网位置在砼厚度的中间偏上,充分发挥出抗裂的作用。
Construction method of cast-in-place terrace rear reinforcing mesh
现浇地坪后置钢筋网的施工方法
ZHANG ZEFENG (author) / YU CHUNFENG (author) / YU JIANJUN (author) / LI JUN (author) / HONG GUOJIAN (author)
2024-12-06
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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