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Floor plate component and manufacturing method thereof
The present invention relates to a floor plate member and a method of manufacturing the same, the floor plate member may comprise: a plurality of truss girders (1) arranged side by side, the truss girders having a longitudinal extension and a height, the height direction of the truss girders corresponding to the thickness direction of the floor plate member; the reinforcing mesh layer (2) extends in the plane of the floor plate component and is combined with the truss girders, and the truss girders are distributed in the reinforcing mesh layer; and first and second concreting layers (3, 4). The second part of the height of the truss girder protrudes from the bottom side of the concrete pouring layer and is configured on the second part of the height of the truss girder to form a first hollow layer (8) between the first concrete pouring layer and the covering element. The truss girder protrudes from the top side of the second concrete pouring layer with a third part of the height of the truss girder. In the floor plate component, the arrangement of pipelines or the installation of accessories can be realized through simple measures.
本发明涉及一种楼层板构件及其制造方法,所述楼层板构件可以包括:并排地设置的多个桁架梁(1),所述桁架梁具有纵向伸展尺寸和高度,所述桁架梁的高度方向对应于楼层板构件的厚度方向;钢筋网层(2),其在楼层板构件的平面中伸展并且与桁架梁组合在一起,其中,所述桁架梁在钢筋网层中分布设置;以及第一和第二混凝土浇筑层(3、4)。所述桁架梁以其高度的第二部分从混凝土浇筑层的底侧伸出,并且在其高度的第二部分上构造成用于形成在第一混凝土浇筑层与覆盖元件之间的第一中空层(8)。所述桁架梁以其高度的第三部分从第二混凝土浇筑层的顶侧伸出。在这种楼层板构件中可以通过简单的措施实现管线的布置或者附件的安装。
Floor plate component and manufacturing method thereof
The present invention relates to a floor plate member and a method of manufacturing the same, the floor plate member may comprise: a plurality of truss girders (1) arranged side by side, the truss girders having a longitudinal extension and a height, the height direction of the truss girders corresponding to the thickness direction of the floor plate member; the reinforcing mesh layer (2) extends in the plane of the floor plate component and is combined with the truss girders, and the truss girders are distributed in the reinforcing mesh layer; and first and second concreting layers (3, 4). The second part of the height of the truss girder protrudes from the bottom side of the concrete pouring layer and is configured on the second part of the height of the truss girder to form a first hollow layer (8) between the first concrete pouring layer and the covering element. The truss girder protrudes from the top side of the second concrete pouring layer with a third part of the height of the truss girder. In the floor plate component, the arrangement of pipelines or the installation of accessories can be realized through simple measures.
本发明涉及一种楼层板构件及其制造方法,所述楼层板构件可以包括:并排地设置的多个桁架梁(1),所述桁架梁具有纵向伸展尺寸和高度,所述桁架梁的高度方向对应于楼层板构件的厚度方向;钢筋网层(2),其在楼层板构件的平面中伸展并且与桁架梁组合在一起,其中,所述桁架梁在钢筋网层中分布设置;以及第一和第二混凝土浇筑层(3、4)。所述桁架梁以其高度的第二部分从混凝土浇筑层的底侧伸出,并且在其高度的第二部分上构造成用于形成在第一混凝土浇筑层与覆盖元件之间的第一中空层(8)。所述桁架梁以其高度的第三部分从第二混凝土浇筑层的顶侧伸出。在这种楼层板构件中可以通过简单的措施实现管线的布置或者附件的安装。
Floor plate component and manufacturing method thereof
楼层板构件及其制造方法
LI HANLEI (Autor:in) / ZHANG CHAOYI (Autor:in)
08.03.2022
Patent
Elektronische Ressource
Chinesisch
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