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A platform for research: civil engineering, architecture and urbanism
Concrete column formwork structure with variable rectangular section and construction method
According to the variable rectangular section concrete column formwork structure and the construction method, four formworks are adopted, and when the side face width of a part of rectangular section concrete columns is equal to the width of the formworks, according to the side connection mode of the other rectangular section concrete columns, the adjacent formworks are connected through angle steel; when the width of the side face of the concrete column with the rectangular section is smaller than that of the formworks, the corresponding adjacent formworks are in T-shaped connection, the butt joint end face of one formwork is perpendicularly and fixedly connected with one end of a screw, and a row of through holes allowing the corresponding screws to penetrate through are formed in the other formwork. The width of the side face of the concrete column with the rectangular section can be changed by selecting different through holes in the other formwork. The device is low in manufacturing cost, capable of being recycled, convenient to install and easy and convenient to dismantle, and the working efficiency can be effectively improved; the length of the formwork can be flexibly adjusted according to the size of the concrete column with the rectangular section, the formwork is fastened, and integrity is guaranteed.
本发明提供一种可变矩形截面混凝土柱模板结构及施工方法，采用四块模板，当一部分矩形截面混凝土柱的侧面宽度等于模板宽度，其余形截面混凝土柱的侧连接方式，相邻模板之间通过角钢连接；当矩形截面混凝土柱的侧面宽度小于模板宽度时，对应的相邻模板之间T形连接，其中一块模板的对接端面与一螺杆的一端垂直固定连接，另一块模板上设有若干一排供对应的螺杆穿越的通孔，通过选择另一块模板上的不同通孔能够改变矩形截面混凝土柱的侧面宽度。本发明造价低，可循环使用，安装方便，拆除简便，能有效提高了工作效率；其可以根据矩形截面混凝土柱的尺寸灵活调节模板的长度，对其进行紧固，保证整体性。
Concrete column formwork structure with variable rectangular section and construction method
According to the variable rectangular section concrete column formwork structure and the construction method, four formworks are adopted, and when the side face width of a part of rectangular section concrete columns is equal to the width of the formworks, according to the side connection mode of the other rectangular section concrete columns, the adjacent formworks are connected through angle steel; when the width of the side face of the concrete column with the rectangular section is smaller than that of the formworks, the corresponding adjacent formworks are in T-shaped connection, the butt joint end face of one formwork is perpendicularly and fixedly connected with one end of a screw, and a row of through holes allowing the corresponding screws to penetrate through are formed in the other formwork. The width of the side face of the concrete column with the rectangular section can be changed by selecting different through holes in the other formwork. The device is low in manufacturing cost, capable of being recycled, convenient to install and easy and convenient to dismantle, and the working efficiency can be effectively improved; the length of the formwork can be flexibly adjusted according to the size of the concrete column with the rectangular section, the formwork is fastened, and integrity is guaranteed.
本发明提供一种可变矩形截面混凝土柱模板结构及施工方法，采用四块模板，当一部分矩形截面混凝土柱的侧面宽度等于模板宽度，其余形截面混凝土柱的侧连接方式，相邻模板之间通过角钢连接；当矩形截面混凝土柱的侧面宽度小于模板宽度时，对应的相邻模板之间T形连接，其中一块模板的对接端面与一螺杆的一端垂直固定连接，另一块模板上设有若干一排供对应的螺杆穿越的通孔，通过选择另一块模板上的不同通孔能够改变矩形截面混凝土柱的侧面宽度。本发明造价低，可循环使用，安装方便，拆除简便，能有效提高了工作效率；其可以根据矩形截面混凝土柱的尺寸灵活调节模板的长度，对其进行紧固，保证整体性。
Concrete column formwork structure with variable rectangular section and construction method
一种可变矩形截面混凝土柱模板结构及施工方法
LI HOUWEI (author) / XU CHUNMING (author) / HE YONGLUN (author) / PAN DUN (author) / ZHANG LINCONG (author) / QI SHANYANG (author) / JIANG FENGSHUN (author)
2024-03-26
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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