Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Anti-floating steel mesh core mold hollow floor system and construction method thereof
The invention provides an anti-floating steel mesh core mold hollow floor system and a construction method thereof, and belongs to the technical field of building construction. The hollow floor system comprises an upper flange plate, a lower flange plate, ribbed beams and a steel mesh core mold, wherein the upper flange plate and the lower flange plate are oppositely arranged; the two ends of the ribbed beams are connected with the upper flange plate and the lower flange plate correspondingly to form a plurality of cavities; the steel mesh core mold is arranged in the cavity; the steel mesh core mold comprises a ribbed steel mesh body and a supporting body, and the mesh size of the ribbed steel mesh body is 10 mm * 4.5 mm-15 mm * 5 mm. Longitudinal steel bars and transverse steel bars which are connected in a binding mode are arranged in the upper flange plate and the lower flange plate, rib beam main bars and rib beam stirrups are arranged in the rib beams, and the rib beam main bars and the longitudinal steel bars are connected in a binding mode. The adopted steel mesh core mold has a good anti-floating effect, special anti-floating measures do not need to be adopted, the construction technology is simplified, the construction efficiency is improved, and the good quality effect and economic benefits are achieved.
本发明提供一种抗浮钢网芯模空心楼盖及其施工方法，用于建筑施工技术领域；该空心楼盖包括上翼缘板、下翼缘板、肋梁和钢网芯模；其中上翼缘板和下翼缘板相对设置；若干肋梁纵横交叉布置，肋梁两端分别与上翼缘板和下翼缘板相连以形成若干空腔；钢网芯模设置于空腔内；钢网芯模包括带肋钢网体和支撑体，带肋钢网体的网孔大小为10mm×4.5mm～15mm×5mm。上翼缘板和下翼缘板内均设置有绑扎相连的纵向钢筋和横向钢筋，肋梁内设置有肋梁主筋和肋梁箍筋，肋梁主筋和纵向钢筋绑扎相连。本发明采用的钢网芯模具有良好的抗浮效果，不需要采用专门的抗浮措施，简化了施工工艺，提高了施工效率，具有良好的质量效果和经济效益。
Anti-floating steel mesh core mold hollow floor system and construction method thereof
The invention provides an anti-floating steel mesh core mold hollow floor system and a construction method thereof, and belongs to the technical field of building construction. The hollow floor system comprises an upper flange plate, a lower flange plate, ribbed beams and a steel mesh core mold, wherein the upper flange plate and the lower flange plate are oppositely arranged; the two ends of the ribbed beams are connected with the upper flange plate and the lower flange plate correspondingly to form a plurality of cavities; the steel mesh core mold is arranged in the cavity; the steel mesh core mold comprises a ribbed steel mesh body and a supporting body, and the mesh size of the ribbed steel mesh body is 10 mm * 4.5 mm-15 mm * 5 mm. Longitudinal steel bars and transverse steel bars which are connected in a binding mode are arranged in the upper flange plate and the lower flange plate, rib beam main bars and rib beam stirrups are arranged in the rib beams, and the rib beam main bars and the longitudinal steel bars are connected in a binding mode. The adopted steel mesh core mold has a good anti-floating effect, special anti-floating measures do not need to be adopted, the construction technology is simplified, the construction efficiency is improved, and the good quality effect and economic benefits are achieved.
本发明提供一种抗浮钢网芯模空心楼盖及其施工方法，用于建筑施工技术领域；该空心楼盖包括上翼缘板、下翼缘板、肋梁和钢网芯模；其中上翼缘板和下翼缘板相对设置；若干肋梁纵横交叉布置，肋梁两端分别与上翼缘板和下翼缘板相连以形成若干空腔；钢网芯模设置于空腔内；钢网芯模包括带肋钢网体和支撑体，带肋钢网体的网孔大小为10mm×4.5mm～15mm×5mm。上翼缘板和下翼缘板内均设置有绑扎相连的纵向钢筋和横向钢筋，肋梁内设置有肋梁主筋和肋梁箍筋，肋梁主筋和纵向钢筋绑扎相连。本发明采用的钢网芯模具有良好的抗浮效果，不需要采用专门的抗浮措施，简化了施工工艺，提高了施工效率，具有良好的质量效果和经济效益。
Anti-floating steel mesh core mold hollow floor system and construction method thereof
一种抗浮钢网芯模空心楼盖及其施工方法
SU XIANMING (Autor:in) / WANG GEFEI (Autor:in) / YANG HONGLIANG (Autor:in) / QIAO ZHIJUN (Autor:in) / LI MING (Autor:in) / LU DEHUI (Autor:in)
09.08.2024
Patent
Elektronische Ressource
Chinesisch
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