Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel mesh truss empty nest core plate and construction technology
The invention discloses a steel mesh truss empty nest core plate and a construction technology. The steel mesh truss empty nest core plate comprises a steel mesh, first longitudinal steel bars, buckle steel bar trusses, second longitudinal steel bars and a filler layer; a plurality of rib reinforcing ribs which are distributed in parallel at intervals are arranged on the surface of the steel mesh; the buckle steel bar trusses are distributed in parallel at intervals, and the first longitudinal steel bars and the second longitudinal steel bars are perpendicularly arranged on the two sides of the buckle steel bar trusses to form a space net rack; a plurality of buckle grooves are formed in one sides of the buckle steel bar trusses, and the steel mesh is assembled on one side of the space net rack through the rib reinforcing ribs and the buckle grooves in a buckle fit mode; a plurality of cavities which are distributed longitudinally and transversely are formed in the space net rack, and filling boxes are arranged in the cavities; and the filler layer covers the steel mesh and wraps the steel mesh. The invention belongs to a preset assembly type hollow floor slab, the bottom of the floor slab does not need a formwork, investment and waste of formworks are reduced, and the requirements of green and energy-saving buildings are met.
本发明揭示了一种钢网桁架空巢芯板及施工工艺，其包括钢网、第一纵钢筋、卡扣钢筋桁架、第二纵钢筋以及填料层；钢网表面设置有若干平行间隔分布的凸棱加强筋；卡扣钢筋桁架间隔平行分布，若干第一纵钢筋与第二纵钢筋垂直设置在卡扣钢筋桁架的两侧，构成空间网架；卡扣钢筋桁架的一侧设置有若干卡扣槽，钢网通过凸棱加强筋与卡扣槽卡扣配合装配在空间网架的一侧；空间网架中形成有若干纵横排列分布的空腔，空腔中设置有填充箱；填料层覆盖在钢网上且将钢网包覆在内。本发明属于预置装配式空心楼板，楼板底部无需支模，减少模板的投入和浪费，符合绿色节能建筑要求。
Steel mesh truss empty nest core plate and construction technology
The invention discloses a steel mesh truss empty nest core plate and a construction technology. The steel mesh truss empty nest core plate comprises a steel mesh, first longitudinal steel bars, buckle steel bar trusses, second longitudinal steel bars and a filler layer; a plurality of rib reinforcing ribs which are distributed in parallel at intervals are arranged on the surface of the steel mesh; the buckle steel bar trusses are distributed in parallel at intervals, and the first longitudinal steel bars and the second longitudinal steel bars are perpendicularly arranged on the two sides of the buckle steel bar trusses to form a space net rack; a plurality of buckle grooves are formed in one sides of the buckle steel bar trusses, and the steel mesh is assembled on one side of the space net rack through the rib reinforcing ribs and the buckle grooves in a buckle fit mode; a plurality of cavities which are distributed longitudinally and transversely are formed in the space net rack, and filling boxes are arranged in the cavities; and the filler layer covers the steel mesh and wraps the steel mesh. The invention belongs to a preset assembly type hollow floor slab, the bottom of the floor slab does not need a formwork, investment and waste of formworks are reduced, and the requirements of green and energy-saving buildings are met.
本发明揭示了一种钢网桁架空巢芯板及施工工艺，其包括钢网、第一纵钢筋、卡扣钢筋桁架、第二纵钢筋以及填料层；钢网表面设置有若干平行间隔分布的凸棱加强筋；卡扣钢筋桁架间隔平行分布，若干第一纵钢筋与第二纵钢筋垂直设置在卡扣钢筋桁架的两侧，构成空间网架；卡扣钢筋桁架的一侧设置有若干卡扣槽，钢网通过凸棱加强筋与卡扣槽卡扣配合装配在空间网架的一侧；空间网架中形成有若干纵横排列分布的空腔，空腔中设置有填充箱；填料层覆盖在钢网上且将钢网包覆在内。本发明属于预置装配式空心楼板，楼板底部无需支模，减少模板的投入和浪费，符合绿色节能建筑要求。
Steel mesh truss empty nest core plate and construction technology
一种钢网桁架空巢芯板及施工工艺
CHEN XINGCEN (Autor:in) / LIU CHUN (Autor:in) / CHEN YUEJUN (Autor:in)
30.11.2021
Patent
Elektronische Ressource
Chinesisch
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