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Construction method of special-shaped concrete coping of greenhouse
The invention discloses a construction method for a special-shaped concrete coping of a greenhouse. Comprising the following steps that S1, a steel formwork framework is manufactured; s2, a steel formwork formwork is manufactured; s3, the left framework and the left formwork formwork are fixed to form a left side overall steel formwork; s4, setting out a key control point; s5, reinforcing steel bar binding and acceptance inspection; s6, a first truss left side integral steel formwork and a first truss right side integral steel formwork are erected; s7, a second truss left side integral steel formwork and a second truss right side integral steel formwork are erected; s8, the whole steel formwork on the left side of the nth truss is erected in sequence; s9, a first truss upper sealing formwork is installed, and concrete is poured; s10, the step S9 is repeated, and the upper sealing templates of all the trusses are sequentially installed; and S11, maintenance and dismantling are conducted. According to the steel formwork system, a plurality of truss substructures matched with the special-shaped curve wall are designed, and mounting and dismounting are convenient; and the upper sealing steel template is designed into a detachable structure, so that the installation is flexible, the vibration is convenient, and the quality defects such as voids and pitted surfaces are avoided.
本发明公开了一种温室大棚异型混凝土压顶的施工方法。包括如下步骤:S1、制作钢模架骨架;S2、制作钢模架模板;S3、左骨架与左模架模板固定构成左侧整体钢模架;S4、关键控制点放样;S5、钢筋绑扎验收;S6、架设第一榀左侧整体钢模架和第一榀右侧整体钢模架;S7、架设第二榀左侧整体钢模架和第二榀右侧整体钢模架;S8、依次架设至第n榀左侧整体钢模架;S9、安装第一榀上封口模板及混凝土浇筑;S10、重复步骤S9依次安装各榀次的上封口模板;S11、养护及拆除。本发明的钢模架系统设计多榀与异形曲线墙体相匹配的榀次结构,安拆方便;将上封口钢模板设计成可拆卸结构,灵活安装,振捣方便,杜绝了蜂窝麻面等质量缺陷。
Construction method of special-shaped concrete coping of greenhouse
The invention discloses a construction method for a special-shaped concrete coping of a greenhouse. Comprising the following steps that S1, a steel formwork framework is manufactured; s2, a steel formwork formwork is manufactured; s3, the left framework and the left formwork formwork are fixed to form a left side overall steel formwork; s4, setting out a key control point; s5, reinforcing steel bar binding and acceptance inspection; s6, a first truss left side integral steel formwork and a first truss right side integral steel formwork are erected; s7, a second truss left side integral steel formwork and a second truss right side integral steel formwork are erected; s8, the whole steel formwork on the left side of the nth truss is erected in sequence; s9, a first truss upper sealing formwork is installed, and concrete is poured; s10, the step S9 is repeated, and the upper sealing templates of all the trusses are sequentially installed; and S11, maintenance and dismantling are conducted. According to the steel formwork system, a plurality of truss substructures matched with the special-shaped curve wall are designed, and mounting and dismounting are convenient; and the upper sealing steel template is designed into a detachable structure, so that the installation is flexible, the vibration is convenient, and the quality defects such as voids and pitted surfaces are avoided.
本发明公开了一种温室大棚异型混凝土压顶的施工方法。包括如下步骤:S1、制作钢模架骨架;S2、制作钢模架模板;S3、左骨架与左模架模板固定构成左侧整体钢模架;S4、关键控制点放样;S5、钢筋绑扎验收;S6、架设第一榀左侧整体钢模架和第一榀右侧整体钢模架;S7、架设第二榀左侧整体钢模架和第二榀右侧整体钢模架;S8、依次架设至第n榀左侧整体钢模架;S9、安装第一榀上封口模板及混凝土浇筑;S10、重复步骤S9依次安装各榀次的上封口模板;S11、养护及拆除。本发明的钢模架系统设计多榀与异形曲线墙体相匹配的榀次结构,安拆方便;将上封口钢模板设计成可拆卸结构,灵活安装,振捣方便,杜绝了蜂窝麻面等质量缺陷。
Construction method of special-shaped concrete coping of greenhouse
温室大棚异型混凝土压顶的施工方法
HUANG PO (Autor:in) / JI HONGXIN (Autor:in) / LI GUOHUA (Autor:in)
12.12.2023
Patent
Elektronische Ressource
Chinesisch
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