Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Special-shaped variable cross-section cylindrical steel bar colligation construction method
The invention discloses a special-shaped variable cross-section cylindrical steel bar colligation construction method. The special-shaped variable cross-section cylindrical steel bar colligation construction method comprises the following steps of establishing a three-dimensional model of a concrete structure and exporting a steel bar construction drawing; carrying out location paying off on longitudinal main steel bars according to the steel bar construction drawing and mounting the longitudinal main steel bars; adjusting the curative of the longitudinal main steel bars according to a changecondition of the cross-section of the concrete structure in the construction drawing along with elevation; and arranging spur post core area square closed stirrups on the longitudinal main steel barsin a spur post core area in a sleeving manner; and arranging spur post contour opened stirrups on the longitudinal main steel bars in a spur post contour area. The method solves the problem that the steel bars are hard to colligate as the special-shaped variable cross-section steel bars are dense, and it is ensured that the steel bars are mounted in position precisely and the quality of the steelbars reaches the standard. Waste of labor and materials is reduced, the mounting difficulty is reduced effectively, the construction period cost is saved, and the mounting quality is guaranteed. A newconcept is provided for solving the problem of colligating same type special-shaped variable cross-section cylindrical steel bars.
本发明公开了一种异型变截面柱状体钢筋绑扎施工方法，建立混凝土结构三维模型，导出钢筋施工图纸，根据所述钢筋施工图纸进行纵向主筋的定位放线，安装纵向主筋，根据施工图纸中混凝土结构的截面随标高变化情况，对纵向主筋的曲率进行调整，在斜柱核心区域的纵向主筋上套设斜柱核心区方形闭合箍筋，在斜柱轮廓区域的纵向主筋上套设斜柱轮廓开口箍筋。本发明解决了异型变截面钢筋密集造成的箍筋绑扎难的问题，保障了钢筋安装的精确到位，质量过关。减少了人工、材料的浪费，有效降低了安装难度，节约了工期成本，保证安装质量。为解决同类型异型变截面柱状体钢筋绑扎难题提供了新的思路。
Special-shaped variable cross-section cylindrical steel bar colligation construction method
The invention discloses a special-shaped variable cross-section cylindrical steel bar colligation construction method. The special-shaped variable cross-section cylindrical steel bar colligation construction method comprises the following steps of establishing a three-dimensional model of a concrete structure and exporting a steel bar construction drawing; carrying out location paying off on longitudinal main steel bars according to the steel bar construction drawing and mounting the longitudinal main steel bars; adjusting the curative of the longitudinal main steel bars according to a changecondition of the cross-section of the concrete structure in the construction drawing along with elevation; and arranging spur post core area square closed stirrups on the longitudinal main steel barsin a spur post core area in a sleeving manner; and arranging spur post contour opened stirrups on the longitudinal main steel bars in a spur post contour area. The method solves the problem that the steel bars are hard to colligate as the special-shaped variable cross-section steel bars are dense, and it is ensured that the steel bars are mounted in position precisely and the quality of the steelbars reaches the standard. Waste of labor and materials is reduced, the mounting difficulty is reduced effectively, the construction period cost is saved, and the mounting quality is guaranteed. A newconcept is provided for solving the problem of colligating same type special-shaped variable cross-section cylindrical steel bars.
本发明公开了一种异型变截面柱状体钢筋绑扎施工方法，建立混凝土结构三维模型，导出钢筋施工图纸，根据所述钢筋施工图纸进行纵向主筋的定位放线，安装纵向主筋，根据施工图纸中混凝土结构的截面随标高变化情况，对纵向主筋的曲率进行调整，在斜柱核心区域的纵向主筋上套设斜柱核心区方形闭合箍筋，在斜柱轮廓区域的纵向主筋上套设斜柱轮廓开口箍筋。本发明解决了异型变截面钢筋密集造成的箍筋绑扎难的问题，保障了钢筋安装的精确到位，质量过关。减少了人工、材料的浪费，有效降低了安装难度，节约了工期成本，保证安装质量。为解决同类型异型变截面柱状体钢筋绑扎难题提供了新的思路。
Special-shaped variable cross-section cylindrical steel bar colligation construction method
异型变截面柱状体钢筋绑扎施工方法
CAO HAO (Autor:in) / YANG FENG (Autor:in) / ZHAO HAI (Autor:in) / SUN XIAOYANG (Autor:in) / WANG WEIQING (Autor:in) / ZHU JIANHONG (Autor:in) / ZHAO XU (Autor:in) / CHEN XINXI (Autor:in)
26.06.2020
Patent
Elektronische Ressource
Chinesisch
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