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A platform for research: civil engineering, architecture and urbanism
Single pouring method for concrete tower drum foundation
The invention discloses a single pouring method for a concrete tower drum foundation. The single pouring method comprises the following steps that 1, a cushion layer (1) of the concrete tower drum foundation is poured; 2, reinforcing steel bars of the bottom plate (2) are bound on the cushion layer; 3, a plurality of cross-shaped nail seats (10) are arranged on the cushion layer at intervals, and the cross-shaped nail seats are located below circular truncated cones and ring beam inner side formworks (7); 4, the circular truncated cones and the ring beam inner side formworks are installed on the multiple cross-shaped nail seats; 5, reinforcing steel bars of the circular truncated cones (3) and the ring beam (4) are bound on the reinforcing steel bars of the bottom plate; 6, ring beam outer side formworks (6) are installed on the reinforcing steel bars of the circular truncated cones, and the ring beam outer side formworks are temporarily connected with the circular truncated cones and the ring beam inner side formworks; 7, circular truncated cone outer side formworks (5) are installed on the cushion layer; and 8, the bottom plate, the circular truncated cones and the ring beam are subjected to one-time concrete pouring. The bottom plate, the circular truncated cones and the ring beam of the concrete tower drum foundation can be formed through one-time pouring, the integrality and waterproofness of the concrete tower drum foundation are improved, and the construction period is shortened.
本发明公开了一种混凝土塔筒基础的单次浇筑方法，包括步骤：1、浇筑混凝土塔筒基础的垫层（1）；2、在垫层上绑扎底板（2）的钢筋；3、在垫层上间隔设置若干个十字钉座（10），若干个十字钉座位于圆台及环梁内侧模板（7）的下方；4、在若干个十字钉座上安装圆台及环梁内侧模板；5、在底板的钢筋上绑扎圆台（3）和环梁（4）的钢筋；6、在圆台的钢筋上安装环梁外侧模板（6），并将环梁外侧模板与圆台及环梁内侧模板临时连接；7、在垫层上安装圆台外侧模板（5）；8、一次性混凝土浇筑底板、圆台和环梁。本发明能一次性浇筑成型混凝土塔筒基础的底板、圆台和环梁，提高了混凝土塔筒基础的整体性和防水性，缩短了施工周期。
Single pouring method for concrete tower drum foundation
The invention discloses a single pouring method for a concrete tower drum foundation. The single pouring method comprises the following steps that 1, a cushion layer (1) of the concrete tower drum foundation is poured; 2, reinforcing steel bars of the bottom plate (2) are bound on the cushion layer; 3, a plurality of cross-shaped nail seats (10) are arranged on the cushion layer at intervals, and the cross-shaped nail seats are located below circular truncated cones and ring beam inner side formworks (7); 4, the circular truncated cones and the ring beam inner side formworks are installed on the multiple cross-shaped nail seats; 5, reinforcing steel bars of the circular truncated cones (3) and the ring beam (4) are bound on the reinforcing steel bars of the bottom plate; 6, ring beam outer side formworks (6) are installed on the reinforcing steel bars of the circular truncated cones, and the ring beam outer side formworks are temporarily connected with the circular truncated cones and the ring beam inner side formworks; 7, circular truncated cone outer side formworks (5) are installed on the cushion layer; and 8, the bottom plate, the circular truncated cones and the ring beam are subjected to one-time concrete pouring. The bottom plate, the circular truncated cones and the ring beam of the concrete tower drum foundation can be formed through one-time pouring, the integrality and waterproofness of the concrete tower drum foundation are improved, and the construction period is shortened.
本发明公开了一种混凝土塔筒基础的单次浇筑方法，包括步骤：1、浇筑混凝土塔筒基础的垫层（1）；2、在垫层上绑扎底板（2）的钢筋；3、在垫层上间隔设置若干个十字钉座（10），若干个十字钉座位于圆台及环梁内侧模板（7）的下方；4、在若干个十字钉座上安装圆台及环梁内侧模板；5、在底板的钢筋上绑扎圆台（3）和环梁（4）的钢筋；6、在圆台的钢筋上安装环梁外侧模板（6），并将环梁外侧模板与圆台及环梁内侧模板临时连接；7、在垫层上安装圆台外侧模板（5）；8、一次性混凝土浇筑底板、圆台和环梁。本发明能一次性浇筑成型混凝土塔筒基础的底板、圆台和环梁，提高了混凝土塔筒基础的整体性和防水性，缩短了施工周期。
Single pouring method for concrete tower drum foundation
混凝土塔筒基础的单次浇筑方法
ZHOU RUIQUAN (author)
2021-11-05
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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