Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pouring method for ring beam and constructional column
The invention relates to a pouring method of a ring beam and a constructional column. The pouring method for the ring beam and the constructional column comprises the following steps that a receiving hopper used for containing concrete is moved into a building on the upper layer of the ring beam and the constructional column needing to be poured; the lower end of a discharging elephant trunk used for discharging penetrates through a reserved hole of the upper-layer building, the lower end of the discharging elephant trunk extends into the ring beam or the lower half portion of the constructional column needing to be poured, and the lower end of the discharging elephant trunk is moved to conduct continuous pouring on the ring beam and the lower half portion of the constructional column; an upper pipe orifice of the blanking articulated chute is communicated with the receiving hopper; and after the concrete strength of the lower half part reaches the standard, steel bars of the upper half part of the constructional column are bound, formworks on the two sides of the upper half part of the constructional column are installed, and the lower end of the discharging elephant trunk extends into the formwork of the upper half part of the constructional column needing to be poured to pour the upper half part of the constructional column. According to the method, continuous and rapid pouring work of a large amount of ring beam and constructional column concrete can be rapidly achieved, compared with a traditional pouring method, the construction efficiency is improved by 2-3 times, the construction period can be shortened, labor force is saved, and meanwhile the safety of constructors is guaranteed.
本发明涉及一种圈梁和构造柱的浇筑方法。该圈梁和构造柱的浇筑方法包括以下步骤：将用于盛放混凝土的接料斗移动至需要浇筑的圈梁和构造柱的上一层建筑中；将用于下料的下料溜管的下端穿过上一层建筑的预留洞口，使下料溜管的下端伸入需要浇筑的圈梁或构造柱下半部分，移动下料溜管的下端对圈梁和构造柱下半部分进行连续浇筑；所述下料溜管的上管口与所述接料斗连通；下半部分混凝土强度达标后，绑扎构造柱上半部分的钢筋并安装构造柱上半部分的两侧模板，将下料溜管的下端伸入需要浇筑的构造柱上半部分的模板内进行构造柱上半部分的浇筑。本发明可以快速解决大量的圈梁和构造柱混凝土的连续快速浇筑工作，相比于传统的浇筑方法的施工效率提高了2‑3倍，能够缩短工期，节省了劳动力，同时确保施工人员的安全。
Pouring method for ring beam and constructional column
The invention relates to a pouring method of a ring beam and a constructional column. The pouring method for the ring beam and the constructional column comprises the following steps that a receiving hopper used for containing concrete is moved into a building on the upper layer of the ring beam and the constructional column needing to be poured; the lower end of a discharging elephant trunk used for discharging penetrates through a reserved hole of the upper-layer building, the lower end of the discharging elephant trunk extends into the ring beam or the lower half portion of the constructional column needing to be poured, and the lower end of the discharging elephant trunk is moved to conduct continuous pouring on the ring beam and the lower half portion of the constructional column; an upper pipe orifice of the blanking articulated chute is communicated with the receiving hopper; and after the concrete strength of the lower half part reaches the standard, steel bars of the upper half part of the constructional column are bound, formworks on the two sides of the upper half part of the constructional column are installed, and the lower end of the discharging elephant trunk extends into the formwork of the upper half part of the constructional column needing to be poured to pour the upper half part of the constructional column. According to the method, continuous and rapid pouring work of a large amount of ring beam and constructional column concrete can be rapidly achieved, compared with a traditional pouring method, the construction efficiency is improved by 2-3 times, the construction period can be shortened, labor force is saved, and meanwhile the safety of constructors is guaranteed.
本发明涉及一种圈梁和构造柱的浇筑方法。该圈梁和构造柱的浇筑方法包括以下步骤：将用于盛放混凝土的接料斗移动至需要浇筑的圈梁和构造柱的上一层建筑中；将用于下料的下料溜管的下端穿过上一层建筑的预留洞口，使下料溜管的下端伸入需要浇筑的圈梁或构造柱下半部分，移动下料溜管的下端对圈梁和构造柱下半部分进行连续浇筑；所述下料溜管的上管口与所述接料斗连通；下半部分混凝土强度达标后，绑扎构造柱上半部分的钢筋并安装构造柱上半部分的两侧模板，将下料溜管的下端伸入需要浇筑的构造柱上半部分的模板内进行构造柱上半部分的浇筑。本发明可以快速解决大量的圈梁和构造柱混凝土的连续快速浇筑工作，相比于传统的浇筑方法的施工效率提高了2‑3倍，能够缩短工期，节省了劳动力，同时确保施工人员的安全。
Pouring method for ring beam and constructional column
一种圈梁和构造柱的浇筑方法
ZHANG HAILIN (Autor:in) / GUO LONGCHUAN (Autor:in) / WANG SHAOFEI (Autor:in) / NIU ZENGCONG (Autor:in) / DANG FEI (Autor:in) / CHEN DONGJING (Autor:in) / SU JIGUANG (Autor:in)
12.01.2024
Patent
Elektronische Ressource
Chinesisch
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