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Construction method for super-thick concrete structure of linear acceleration chamber
The invention relates to a construction method for an ultra-thick concrete structure of a linear acceleration chamber, which is characterized by comprising the following steps of: pouring a bottom plate, vertically arranging a connecting block at the top of the bottom plate, and arranging the connecting block close to the edge of the bottom plate; a wall reinforcement cage is bound to the top of the bottom plate and along the edge of the bottom plate, and the bottom of the wall reinforcement cage is attached to the side wall of the connecting block; a plurality of condensate pipes are arranged in the wall reinforcement cage; wall body formworks are erected on the two sides of the wall body reinforcement cage, and concrete is poured into the wall body formworks to form a wall body; the wall body is maintained, and water is injected into the condensate water pipe so as to cool the wall body; a floor slab formwork is erected on the top of the wall body, and concrete is poured into the floor slab formwork to form a floor slab; and the floor slab is maintained. And the ultra-thick concrete is cooled after pouring is completed, so that the concrete wall surface cannot crack, and the radiation resistance of the whole structure is enhanced.
本发明涉及一种直线加速室超厚混凝土结构施工方法,其特征是:包括如下步骤:浇筑底板,于所述底板的顶部竖直设置连接块,所述连接块靠近所述底板的边沿设置;于所述底板的顶部且沿底板的边缘绑扎墙体钢筋笼,所述墙体钢筋笼的底部贴靠所述连接块的侧壁;于所述墙体钢筋笼内设置若干冷凝水管;于所述墙体钢筋笼的两侧支设墙体模板,并在所述墙体模板内浇筑混凝土以形成墙体;养护所述墙体,在所述冷凝水管中注水,以对墙体进行降温;于所述墙体的顶部支设楼板模板,并在所述楼板模板内浇筑混凝土以形成楼板;对所述楼板进行养护。通过在浇筑完成后对超厚混凝土进行降温以使得混凝土的墙面不会发生开裂,增强了整体结构的抗辐射性。
Construction method for super-thick concrete structure of linear acceleration chamber
The invention relates to a construction method for an ultra-thick concrete structure of a linear acceleration chamber, which is characterized by comprising the following steps of: pouring a bottom plate, vertically arranging a connecting block at the top of the bottom plate, and arranging the connecting block close to the edge of the bottom plate; a wall reinforcement cage is bound to the top of the bottom plate and along the edge of the bottom plate, and the bottom of the wall reinforcement cage is attached to the side wall of the connecting block; a plurality of condensate pipes are arranged in the wall reinforcement cage; wall body formworks are erected on the two sides of the wall body reinforcement cage, and concrete is poured into the wall body formworks to form a wall body; the wall body is maintained, and water is injected into the condensate water pipe so as to cool the wall body; a floor slab formwork is erected on the top of the wall body, and concrete is poured into the floor slab formwork to form a floor slab; and the floor slab is maintained. And the ultra-thick concrete is cooled after pouring is completed, so that the concrete wall surface cannot crack, and the radiation resistance of the whole structure is enhanced.
本发明涉及一种直线加速室超厚混凝土结构施工方法,其特征是:包括如下步骤:浇筑底板,于所述底板的顶部竖直设置连接块,所述连接块靠近所述底板的边沿设置;于所述底板的顶部且沿底板的边缘绑扎墙体钢筋笼,所述墙体钢筋笼的底部贴靠所述连接块的侧壁;于所述墙体钢筋笼内设置若干冷凝水管;于所述墙体钢筋笼的两侧支设墙体模板,并在所述墙体模板内浇筑混凝土以形成墙体;养护所述墙体,在所述冷凝水管中注水,以对墙体进行降温;于所述墙体的顶部支设楼板模板,并在所述楼板模板内浇筑混凝土以形成楼板;对所述楼板进行养护。通过在浇筑完成后对超厚混凝土进行降温以使得混凝土的墙面不会发生开裂,增强了整体结构的抗辐射性。
Construction method for super-thick concrete structure of linear acceleration chamber
一种直线加速室超厚混凝土结构施工方法
SHI HONGLIANG (Autor:in) / ZHANG JIANJIAN (Autor:in) / ZHAN YONGFANG (Autor:in) / QI SHENG (Autor:in) / GUO YINGYANG (Autor:in) / QIU JIN (Autor:in) / YU FENGFENG (Autor:in) / TANG CHUNWANG (Autor:in) / JIN HANWEN (Autor:in)
09.06.2023
Patent
Elektronische Ressource
Chinesisch
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