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A platform for research: civil engineering, architecture and urbanism
Column foundation construction joint formwork structure and using method thereof
The invention relates to a column foundation construction joint formwork structure and a using method thereof. The formwork structure comprises typified formworks, corner positioning pull rods and height adjusting mechanisms, and included angle positioning is formed at the included angle positions of the adjacent typified formworks in butt joint through tensioning of the corner positioning pull rods; the height adjusting mechanisms are evenly distributed on the inner side faces of all the typified formworks and comprise base plates, base sleeves and adjusting sleeves, the base sleeves are perpendicularly fixed to the base plates, the upper ends of the base sleeves are telescopically connected with the adjusting sleeves in a sleeved mode, the adjusting sleeves and the inner side faces of the typified formworks are fixed or supported, sliding holes are symmetrically formed in the side faces of the base sleeves, and the length direction of the sliding holes is consistent with the length direction of the base sleeve. During use, at least one pin rod for adjusting the height of the adjusting sleeve relative to the base sleeve is connected in the sliding holes in the two sides of the base sleeve in a penetrating mode in the sliding hole direction, a machine shell achieves height adjustment of the typified formworks so as to be suitable for different terrace pouring thicknesses, operation is convenient, the construction efficiency is effectively improved, and the construction quality is guaranteed.
本发明涉及一种柱基施工缝模板结构及其使用方法，该模板结构包括定型模板、角部定位拉杆、高度调节机构，相邻对接的定型模板夹角处通过角部定位拉杆拉紧形成夹角定位；高度调节机构均匀分布于各定型模板的内侧面，其包括基座板、基座套管、调节套管，基座套管垂直固定于基座板，基座套管上端伸缩套接调节套管，调节套管与定型模板内侧面形成固定或支撑，基座套管的侧面设有呈对称设置的滑孔，滑孔长度方向与基座套管的管长方向一致。使用时，基座套管的两侧滑孔内沿滑孔方向穿接至少一根调节调节套管相对于基座套管高度的销杆，机壳实现定型模板的高度调节，以适用于不同地坪浇筑厚度，操作较为方便，有效提高施工效率，保证施工质量。
Column foundation construction joint formwork structure and using method thereof
The invention relates to a column foundation construction joint formwork structure and a using method thereof. The formwork structure comprises typified formworks, corner positioning pull rods and height adjusting mechanisms, and included angle positioning is formed at the included angle positions of the adjacent typified formworks in butt joint through tensioning of the corner positioning pull rods; the height adjusting mechanisms are evenly distributed on the inner side faces of all the typified formworks and comprise base plates, base sleeves and adjusting sleeves, the base sleeves are perpendicularly fixed to the base plates, the upper ends of the base sleeves are telescopically connected with the adjusting sleeves in a sleeved mode, the adjusting sleeves and the inner side faces of the typified formworks are fixed or supported, sliding holes are symmetrically formed in the side faces of the base sleeves, and the length direction of the sliding holes is consistent with the length direction of the base sleeve. During use, at least one pin rod for adjusting the height of the adjusting sleeve relative to the base sleeve is connected in the sliding holes in the two sides of the base sleeve in a penetrating mode in the sliding hole direction, a machine shell achieves height adjustment of the typified formworks so as to be suitable for different terrace pouring thicknesses, operation is convenient, the construction efficiency is effectively improved, and the construction quality is guaranteed.
本发明涉及一种柱基施工缝模板结构及其使用方法，该模板结构包括定型模板、角部定位拉杆、高度调节机构，相邻对接的定型模板夹角处通过角部定位拉杆拉紧形成夹角定位；高度调节机构均匀分布于各定型模板的内侧面，其包括基座板、基座套管、调节套管，基座套管垂直固定于基座板，基座套管上端伸缩套接调节套管，调节套管与定型模板内侧面形成固定或支撑，基座套管的侧面设有呈对称设置的滑孔，滑孔长度方向与基座套管的管长方向一致。使用时，基座套管的两侧滑孔内沿滑孔方向穿接至少一根调节调节套管相对于基座套管高度的销杆，机壳实现定型模板的高度调节，以适用于不同地坪浇筑厚度，操作较为方便，有效提高施工效率，保证施工质量。
Column foundation construction joint formwork structure and using method thereof
柱基施工缝模板结构及其使用方法
WANG WEIGUO (author) / TAO YONG (author) / GONG LIQUN (author) / CHENG AN'AN (author) / YANG YIHUI (author)
2021-12-31
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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