Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concrete floor screeding structure and super-large-area concrete floor construction method
The invention discloses a concrete terrace screeding structure and an ultra-large area concrete terrace construction method. The concrete terrace screeding structure comprises a plurality of supporting rods, the lower ends of the supporting rods are anchored in a floor; the grid plate is arranged above the supporting rods, the elevation of the top of the grid plate is matched with the elevation of the top of the concrete terrace, a flange plate is formed at the bottom of the grid plate, a plurality of through holes are formed in the flange plate, and the supporting rods are movably arranged in the through holes in a penetrating mode in a one-to-one correspondence mode; the supporting piece is mounted at the upper end of the supporting rod in a position-adjustable manner and is supported on the flange plate; the locking piece is installed at the upper end of the supporting rod in a position-adjustable mode and abuts against the side, away from the supporting piece, of the flange plate in a pressing mode. The problem that the flatness of the terrace is uncontrollable due to the fact that mortar cakes or mortar screeding adopted by a traditional terrace easily shrinks and deforms is solved.
本发明公开了一种混凝土地坪冲筋结构及超大面积混凝土地坪施工方法，包括：多根支杆，所述支杆的下端锚固于楼面内；网格板，设置于所述多根支杆的上方，所述网格板的顶部的标高适配于混凝土地坪的顶部的标高，所述网格板的底部形成有翼缘板，所述翼缘板上开设有多个穿孔，所述多根支杆一一对应且可活动地穿设于所述多个穿孔中；支撑件，位置可调地安装于所述支杆的上端且支撑于所述翼缘板；锁定件，位置可调地安装于所述支杆的上端且压抵于所述翼缘板的远离所述支撑件的一侧。本发明解决了传统地坪采用灰饼或砂浆冲筋易收缩变形，导致地坪平整度不可控的问题。
Concrete floor screeding structure and super-large-area concrete floor construction method
The invention discloses a concrete terrace screeding structure and an ultra-large area concrete terrace construction method. The concrete terrace screeding structure comprises a plurality of supporting rods, the lower ends of the supporting rods are anchored in a floor; the grid plate is arranged above the supporting rods, the elevation of the top of the grid plate is matched with the elevation of the top of the concrete terrace, a flange plate is formed at the bottom of the grid plate, a plurality of through holes are formed in the flange plate, and the supporting rods are movably arranged in the through holes in a penetrating mode in a one-to-one correspondence mode; the supporting piece is mounted at the upper end of the supporting rod in a position-adjustable manner and is supported on the flange plate; the locking piece is installed at the upper end of the supporting rod in a position-adjustable mode and abuts against the side, away from the supporting piece, of the flange plate in a pressing mode. The problem that the flatness of the terrace is uncontrollable due to the fact that mortar cakes or mortar screeding adopted by a traditional terrace easily shrinks and deforms is solved.
本发明公开了一种混凝土地坪冲筋结构及超大面积混凝土地坪施工方法，包括：多根支杆，所述支杆的下端锚固于楼面内；网格板，设置于所述多根支杆的上方，所述网格板的顶部的标高适配于混凝土地坪的顶部的标高，所述网格板的底部形成有翼缘板，所述翼缘板上开设有多个穿孔，所述多根支杆一一对应且可活动地穿设于所述多个穿孔中；支撑件，位置可调地安装于所述支杆的上端且支撑于所述翼缘板；锁定件，位置可调地安装于所述支杆的上端且压抵于所述翼缘板的远离所述支撑件的一侧。本发明解决了传统地坪采用灰饼或砂浆冲筋易收缩变形，导致地坪平整度不可控的问题。
Concrete floor screeding structure and super-large-area concrete floor construction method
混凝土地坪冲筋结构及超大面积混凝土地坪施工方法
JIANG LIFA (Autor:in) / TANG LEI (Autor:in) / PENG WEI (Autor:in) / XIONG XIAOYING (Autor:in) / ZHOU ERDAN (Autor:in) / ZHONG BO (Autor:in) / LYU XIANNAN (Autor:in) / LIN WENBIAO (Autor:in) / MO XINGHU (Autor:in)
31.05.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04F
FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
,
Ausbau von Bauwerken, z.B. Treppen, Fußböden
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