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A platform for research: civil engineering, architecture and urbanism
Construction method for prefabricating and assembling non-dismantling formwork of constructional column
The invention discloses a construction method for prefabricating and assembling a non-dismantling formwork of a constructional column. The construction method comprises the following construction steps that S1, formwork machining is conducted; s3, formwork installation is conducted, specifically, a layer of binding agent is smeared on the joint of the formwork installation wall through the binding agent, and a material filling opening is reserved when an upper formwork of the constructional column is manufactured; s4, the formwork is reinforced, specifically, the outer side of the formwork is reinforced through a fixing piece, a screw hole is reserved in the front batten according to the position corresponding to a pull screw, and during batten reinforcement, the vertical batten, the transverse batten and the additional transverse batten are connected with one another; s5, a filling hopper is installed; s6, the formwork is removed; compared with a traditional wood formwork, the prefabricated formwork has the advantages that the construction efficiency is improved, the labor and time cost is reduced, the construction progress is accelerated, the prefabricated splicing type constructional column formwork is adopted, the constructional column pouring height can be adjusted at will, segmented pouring can be achieved, and compared with the traditional wood formwork which cannot be vibrated, constructional column concrete can be vibrated.
本发明公开了一种构造柱预制拼装免拆模板施工方法，包括以下施工步骤：S1：模板加工；S2：砌体开槽：S3：模板安装：通过粘结剂将模板安装墙体交接处涂抹一层粘结剂，构造柱上部模制作时预留有灌料口；S4：模板加固：模板的外侧使用固定件进行加固，前木方根据对应对拉螺杆位置预留好螺杆洞，木方加固时竖向木方、横向木方、附加横向木方相互连接；S5：灌料漏斗安装；S6：模板拆除；通过预制模板同传统木模板相比，提高了施工效率，降低了人工、时间成本，加快了施工进度，采用预制拼接式构造柱模板，可以随意调节构造柱浇筑高度，能够分段浇筑，同传统木模板无法振捣相比，能够对构造柱混凝土进行振捣。
Construction method for prefabricating and assembling non-dismantling formwork of constructional column
The invention discloses a construction method for prefabricating and assembling a non-dismantling formwork of a constructional column. The construction method comprises the following construction steps that S1, formwork machining is conducted; s3, formwork installation is conducted, specifically, a layer of binding agent is smeared on the joint of the formwork installation wall through the binding agent, and a material filling opening is reserved when an upper formwork of the constructional column is manufactured; s4, the formwork is reinforced, specifically, the outer side of the formwork is reinforced through a fixing piece, a screw hole is reserved in the front batten according to the position corresponding to a pull screw, and during batten reinforcement, the vertical batten, the transverse batten and the additional transverse batten are connected with one another; s5, a filling hopper is installed; s6, the formwork is removed; compared with a traditional wood formwork, the prefabricated formwork has the advantages that the construction efficiency is improved, the labor and time cost is reduced, the construction progress is accelerated, the prefabricated splicing type constructional column formwork is adopted, the constructional column pouring height can be adjusted at will, segmented pouring can be achieved, and compared with the traditional wood formwork which cannot be vibrated, constructional column concrete can be vibrated.
本发明公开了一种构造柱预制拼装免拆模板施工方法，包括以下施工步骤：S1：模板加工；S2：砌体开槽：S3：模板安装：通过粘结剂将模板安装墙体交接处涂抹一层粘结剂，构造柱上部模制作时预留有灌料口；S4：模板加固：模板的外侧使用固定件进行加固，前木方根据对应对拉螺杆位置预留好螺杆洞，木方加固时竖向木方、横向木方、附加横向木方相互连接；S5：灌料漏斗安装；S6：模板拆除；通过预制模板同传统木模板相比，提高了施工效率，降低了人工、时间成本，加快了施工进度，采用预制拼接式构造柱模板，可以随意调节构造柱浇筑高度，能够分段浇筑，同传统木模板无法振捣相比，能够对构造柱混凝土进行振捣。
Construction method for prefabricating and assembling non-dismantling formwork of constructional column
构造柱预制拼装免拆模板施工方法
DU WENCHENG (author) / XIONG SHUIJIN (author) / QIANG ZHITAO (author) / MAN KAIGUO (author) / SHI MENGYUAN (author) / KUANG PENGSHUN (author) / LIN JIFENG (author) / LIU FEIFAN (author) / YAN GUANGJUN (author) / SHENG SHENGXIN (author)
2024-08-23
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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