Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Improved shear wall formwork reinforcing method
The invention discloses an improved shear wall formwork reinforcing method. The improved shear wall formwork reinforcing method is suitable for a shear wall with the height not larger than 6 m and the thickness not larger than 500 mm and is characterized by comprising the following steps that a, composite wood plywood is transversely laid; b, the distance between secondary edges of vertical steel pipes is 150 mm; c, the reinforcing distance between secondary lower ends is 700 mm; and d, the middle reinforcing distance takes the width of the composite wood plywood as the boundary, wherein a splicing seam of the laminated wood plywood is sealed by a wood brace of 40mm * 90mm * 3000mm from bottom to top. The improved shear wall formwork reinforcing method has the advantages that the reinforcing structure is simple, operation is easy, the construction efficiency is improved, pull screws penetrate through the wall at an abutted seam of two panels, through-wall screw holes are reduced, the concrete forming quality and the risk of water seepage blocking of the screw holes in the later period are guaranteed, the quality is guaranteed, the effect is remarkable, and the engineering cost is reduced.
一种改进的剪力墙模板加固方法，适用于剪力墙高度不大于6m，剪力墙厚度不大于500mm，其特征在于包括以下步骤：a、覆合木胶合板横向铺设，b、竖向钢管次楞间距150mm，c、次下端加固间距为700mm，d、中间加固间距依覆合木胶合板宽度为界，其中：覆合木胶合板存在的拼缝采用40mm×90mm×3000mm的木枋由底到顶进行封闭。本发明的改进的剪力墙模板加固方法具有加固结构简单、易于操作，提高了施工效率，对拉螺杆穿墙在两面板拼缝处，减少了穿墙螺杆洞，保证了混凝土成型质量以及后期螺杆洞封堵渗水的风险，保证质量，效果显著和降低工程成本的优点。
Improved shear wall formwork reinforcing method
The invention discloses an improved shear wall formwork reinforcing method. The improved shear wall formwork reinforcing method is suitable for a shear wall with the height not larger than 6 m and the thickness not larger than 500 mm and is characterized by comprising the following steps that a, composite wood plywood is transversely laid; b, the distance between secondary edges of vertical steel pipes is 150 mm; c, the reinforcing distance between secondary lower ends is 700 mm; and d, the middle reinforcing distance takes the width of the composite wood plywood as the boundary, wherein a splicing seam of the laminated wood plywood is sealed by a wood brace of 40mm * 90mm * 3000mm from bottom to top. The improved shear wall formwork reinforcing method has the advantages that the reinforcing structure is simple, operation is easy, the construction efficiency is improved, pull screws penetrate through the wall at an abutted seam of two panels, through-wall screw holes are reduced, the concrete forming quality and the risk of water seepage blocking of the screw holes in the later period are guaranteed, the quality is guaranteed, the effect is remarkable, and the engineering cost is reduced.
一种改进的剪力墙模板加固方法，适用于剪力墙高度不大于6m，剪力墙厚度不大于500mm，其特征在于包括以下步骤：a、覆合木胶合板横向铺设，b、竖向钢管次楞间距150mm，c、次下端加固间距为700mm，d、中间加固间距依覆合木胶合板宽度为界，其中：覆合木胶合板存在的拼缝采用40mm×90mm×3000mm的木枋由底到顶进行封闭。本发明的改进的剪力墙模板加固方法具有加固结构简单、易于操作，提高了施工效率，对拉螺杆穿墙在两面板拼缝处，减少了穿墙螺杆洞，保证了混凝土成型质量以及后期螺杆洞封堵渗水的风险，保证质量，效果显著和降低工程成本的优点。
Improved shear wall formwork reinforcing method
一种改进的剪力墙模板加固方法
ZHAO PENGFEI (Autor:in)
17.08.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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