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Assembly method of assembly type tower drum foundation
The invention discloses an assembly method of an assembly type tower drum foundation, the assembly type tower drum foundation comprises a core tube, a plurality of ribs and a bottom plate, the bottom plate is a cast-in-place bottom plate and is arranged on the foundation, the core tube is a prefabricated core tube, the axial direction of the core tube extends along the vertical direction, the bottom of the core tube is connected with the bottom plate, the ribs are prefabricated ribs, and the ribs are arranged on the bottom plate. The ribs are arranged around the core tube in the circumferential direction of the core tube at intervals, each rib is provided with a first end close to the core tube and a second end away from the core tube, the first ends of the ribs are rigidly connected with the core tube, and the bottoms of the ribs are embedded in the bottom plate. The prefabricated core tube is high in production efficiency, low in cost, more convenient to construct and higher in precision and flatness. The prefabricated ribs are used for improving the collapse resistance of the core tube. And the cast-in-place bottom plate supports the core tube to bear a vertical load. The assembly type tower drum foundation assembled through the assembly method has the advantages of being good in mechanical property, small in occupied area and low in material cost and construction cost.
本发明公开了一种装配式塔筒基础的装配方法,所述装配式塔筒基础包括核心筒、若干肋和底板,底板为现浇底板并布设在地基基础上,核心筒为预制核心筒,核心筒的轴向沿竖直方向延伸且其底部与底板相连,肋为预制肋,若干肋在核心筒的周向上围绕核心筒间隔设置,肋具有靠近核心筒的第一端和远离核心筒的第二端,肋的第一端与核心筒刚性连接,肋的底部埋设在底板内。预制核心筒的生产效率高、成本低,施工更加方便,具有较高的精度和平整度。预制肋用于提高核心筒抵抗倾塌能力。现浇底板支撑核心筒以承受竖向载荷。采用本发明提供的装配方法装配出的装配式塔筒基础具有力学性能好、占地区域相对较小、材料成本和建造成本较少的优点。
Assembly method of assembly type tower drum foundation
The invention discloses an assembly method of an assembly type tower drum foundation, the assembly type tower drum foundation comprises a core tube, a plurality of ribs and a bottom plate, the bottom plate is a cast-in-place bottom plate and is arranged on the foundation, the core tube is a prefabricated core tube, the axial direction of the core tube extends along the vertical direction, the bottom of the core tube is connected with the bottom plate, the ribs are prefabricated ribs, and the ribs are arranged on the bottom plate. The ribs are arranged around the core tube in the circumferential direction of the core tube at intervals, each rib is provided with a first end close to the core tube and a second end away from the core tube, the first ends of the ribs are rigidly connected with the core tube, and the bottoms of the ribs are embedded in the bottom plate. The prefabricated core tube is high in production efficiency, low in cost, more convenient to construct and higher in precision and flatness. The prefabricated ribs are used for improving the collapse resistance of the core tube. And the cast-in-place bottom plate supports the core tube to bear a vertical load. The assembly type tower drum foundation assembled through the assembly method has the advantages of being good in mechanical property, small in occupied area and low in material cost and construction cost.
本发明公开了一种装配式塔筒基础的装配方法,所述装配式塔筒基础包括核心筒、若干肋和底板,底板为现浇底板并布设在地基基础上,核心筒为预制核心筒,核心筒的轴向沿竖直方向延伸且其底部与底板相连,肋为预制肋,若干肋在核心筒的周向上围绕核心筒间隔设置,肋具有靠近核心筒的第一端和远离核心筒的第二端,肋的第一端与核心筒刚性连接,肋的底部埋设在底板内。预制核心筒的生产效率高、成本低,施工更加方便,具有较高的精度和平整度。预制肋用于提高核心筒抵抗倾塌能力。现浇底板支撑核心筒以承受竖向载荷。采用本发明提供的装配方法装配出的装配式塔筒基础具有力学性能好、占地区域相对较小、材料成本和建造成本较少的优点。
Assembly method of assembly type tower drum foundation
装配式塔筒基础的装配方法
YANG WEI (author) / OU MA (author) / LI MENGYUAN (author) / SONG YUAN (author)
2023-12-01
Patent
Electronic Resource
Chinese
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