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Fiber concrete combination column, mold and construction method
The invention discloses a fiber concrete combination column, a mold and a construction method. The construction method comprises the steps that an integrally-formed combination column body is poured in an outer steel mold; the combined column body comprises a corrugated pipe concentric with the outer steel mold, a first reinforcement cage assembly is arranged in the corrugated pipe, and a second reinforcement cage assembly is arranged between the outer portion of the corrugated pipe and the outer steel mold. The corrugated pipe is matched with the first reinforcement cage assembly and the second reinforcement cage assembly, so that the combination column has ultimate tensile strain, meanwhile, the compression resistance is higher, the overall supporting effect is enhanced, and the anti-seismic function is achieved. Meanwhile, demolding can be facilitated by adopting the mold, the surface density during condensation is changed, and the combination column has a rough surface and is convenient to construct; in addition, according to the construction method, the fiber concrete combination column with high-strength support, high pressure resistance and ultimate tensile strain is obtained.
一种纤维混凝土组合柱、模具、以及施工方法,包括:在外钢模内部浇筑一体成型的组合柱体;组合柱体包括与外钢模同心设置的波纹管,波纹管的内部设置有第一钢筋笼组件,波纹管的外部与外钢模之间设置有第二钢筋笼组件。通过波纹管配合第一钢筋笼组件和第二钢筋笼组件使组合柱具备极限拉伸应变,同时抗压性能更强,增强整体支撑效果,并具备抗震功能。同时采用该模具可便于脱模,改变凝结时的表面密度,使组合柱具备粗糙面便于施工;另外,根据本施工方法,获得高强度支撑、高抗压性以及具备极限拉伸应变的纤维混凝土组合柱。
Fiber concrete combination column, mold and construction method
The invention discloses a fiber concrete combination column, a mold and a construction method. The construction method comprises the steps that an integrally-formed combination column body is poured in an outer steel mold; the combined column body comprises a corrugated pipe concentric with the outer steel mold, a first reinforcement cage assembly is arranged in the corrugated pipe, and a second reinforcement cage assembly is arranged between the outer portion of the corrugated pipe and the outer steel mold. The corrugated pipe is matched with the first reinforcement cage assembly and the second reinforcement cage assembly, so that the combination column has ultimate tensile strain, meanwhile, the compression resistance is higher, the overall supporting effect is enhanced, and the anti-seismic function is achieved. Meanwhile, demolding can be facilitated by adopting the mold, the surface density during condensation is changed, and the combination column has a rough surface and is convenient to construct; in addition, according to the construction method, the fiber concrete combination column with high-strength support, high pressure resistance and ultimate tensile strain is obtained.
一种纤维混凝土组合柱、模具、以及施工方法,包括:在外钢模内部浇筑一体成型的组合柱体;组合柱体包括与外钢模同心设置的波纹管,波纹管的内部设置有第一钢筋笼组件,波纹管的外部与外钢模之间设置有第二钢筋笼组件。通过波纹管配合第一钢筋笼组件和第二钢筋笼组件使组合柱具备极限拉伸应变,同时抗压性能更强,增强整体支撑效果,并具备抗震功能。同时采用该模具可便于脱模,改变凝结时的表面密度,使组合柱具备粗糙面便于施工;另外,根据本施工方法,获得高强度支撑、高抗压性以及具备极限拉伸应变的纤维混凝土组合柱。
Fiber concrete combination column, mold and construction method
一种纤维混凝土组合柱、模具、以及施工方法
MA XIAOTONG (Autor:in) / BAO CHAO (Autor:in) / MAO MINGJIE (Autor:in) / YANG QIUNING (Autor:in) / CAO FUSHENG (Autor:in) / WANG HUXIANG (Autor:in)
11.08.2023
Patent
Elektronische Ressource
Chinesisch
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