A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Hollow floor system construction method adopting plaster mold boxes and hollow floor system construction
The invention provides a hollow floor system construction method adopting plaster mold boxes, and relates to the technical field of buildings. The method comprises the following steps that S1, construction preparation is carried out, and the specification, the number and the reserved pre-burying condition of the plaster mold boxes are determined; S2, a support is arranged, and a formwork is laid on the support; S3, rib beam position lines, plaster mold box control lines, steel bar distribution lines and embedded reserved position lines of water and electricity installation pipelines are markedout on the formwork; S4, rib beam steel bars are bound according to the rib beam position lines, and then bottom plate steel bars are bound according to the steel bar distribution lines; S5, a plurality of cushion blocks are arranged at each plaster mold box control line on each bottom plate steel bar, and the plaster mold boxes are arranged on the cushion blocks; S6, the plaster mold boxes are subjected to anti-floating treatment; S7, floor system upper-layer steel bars and plate end support negative bars are bound; S8, concrete is poured, and vibration is carried out; and S9, after the concrete is shaped, the formwork is dismantled. According to the hollow floor system construction method adopting the plaster mold boxes, and the cost can be lower.
本发明提供了一种采用石膏模盒的空心楼盖施工方法，涉及建筑技术领域。包括以下步骤：S1，施工准备，确定石膏模盒的规格、数量以及预留预埋情况；S2，设立支架并在支架上铺设模板；S3，在模板上划出肋梁位置线、石膏模盒控制线、钢筋分布线及水电安装管道的预埋预留位置线；S4，先按照肋梁位置线绑扎肋梁钢筋，再按照钢筋分布线绑扎底板钢筋；S5，在底板钢筋上每个所述石膏模盒控制线处均设置若干个垫块，并将所述石膏模盒设置于所述垫块上；S6，对所述石膏模盒进行抗浮处理；S7，绑扎楼盖上层钢筋和板端支座负筋；S8，浇筑混凝土，并进行振捣；S9，混凝土定型后拆除模板。这种采用石膏模盒的空心楼盖施工方法，可以使得成本更低。
Hollow floor system construction method adopting plaster mold boxes and hollow floor system construction
The invention provides a hollow floor system construction method adopting plaster mold boxes, and relates to the technical field of buildings. The method comprises the following steps that S1, construction preparation is carried out, and the specification, the number and the reserved pre-burying condition of the plaster mold boxes are determined; S2, a support is arranged, and a formwork is laid on the support; S3, rib beam position lines, plaster mold box control lines, steel bar distribution lines and embedded reserved position lines of water and electricity installation pipelines are markedout on the formwork; S4, rib beam steel bars are bound according to the rib beam position lines, and then bottom plate steel bars are bound according to the steel bar distribution lines; S5, a plurality of cushion blocks are arranged at each plaster mold box control line on each bottom plate steel bar, and the plaster mold boxes are arranged on the cushion blocks; S6, the plaster mold boxes are subjected to anti-floating treatment; S7, floor system upper-layer steel bars and plate end support negative bars are bound; S8, concrete is poured, and vibration is carried out; and S9, after the concrete is shaped, the formwork is dismantled. According to the hollow floor system construction method adopting the plaster mold boxes, and the cost can be lower.
本发明提供了一种采用石膏模盒的空心楼盖施工方法，涉及建筑技术领域。包括以下步骤：S1，施工准备，确定石膏模盒的规格、数量以及预留预埋情况；S2，设立支架并在支架上铺设模板；S3，在模板上划出肋梁位置线、石膏模盒控制线、钢筋分布线及水电安装管道的预埋预留位置线；S4，先按照肋梁位置线绑扎肋梁钢筋，再按照钢筋分布线绑扎底板钢筋；S5，在底板钢筋上每个所述石膏模盒控制线处均设置若干个垫块，并将所述石膏模盒设置于所述垫块上；S6，对所述石膏模盒进行抗浮处理；S7，绑扎楼盖上层钢筋和板端支座负筋；S8，浇筑混凝土，并进行振捣；S9，混凝土定型后拆除模板。这种采用石膏模盒的空心楼盖施工方法，可以使得成本更低。
Hollow floor system construction method adopting plaster mold boxes and hollow floor system construction
一种采用石膏模盒的空心楼盖施工方法及空心楼盖构造
LIU ZHANNAN (author) / ZENG KAI (author) / LUO SITAI (author) / LIU HUAIYU (author)
2020-07-07
Patent
Electronic Resource
Chinese
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