The utility model discloses a pull rod free system of large section column formwork, which includes No. 1 column formwork and No. 2 column formwork. There are two No. 1 column formwork and No. 2 column formwork. The two No. 1 column formwork and two No. 2 column formwork are connected head to tail through a connecting mechanism to form a large section column formwork. A building support column pouring cavity is formed in the column formwork, and the outer surfaces of the No. 1 column formwork and No. 2 column formwork are provided with a locking mechanism, There are several locking mechanisms, which are equally spaced on the column formwork, and support mechanisms are set on the locking mechanisms on the opposite sides of the lower end of the column formwork. The utility model is provided with a series of structures, the connection between the column templates is compact, so as to avoid the leakage of the column formwork pouring caused by the gap. The locking mechanism makes the column formwork composed of the column formwork firmly assembled, and at the same time, the original column formwork pull rod is omitted. The column formwork is simpler, the locking is convenient and fast, the use is stable, the structural strength of the column formwork is increased, the column formwork is double and compact inserted, and the leakage resistance is better. Better leakage resistance. Better leakage resistance< br/>
【技术实现步骤摘要】
大截面柱模无拉杆体系
[0001]本技术涉及柱模
,具体为一种大截面柱模无拉杆体系。
技术介绍
[0002]柱模是一种建筑用混凝土浇筑的模具,衡量柱模经济性的最重要标准是:使用尽可能少的系统组件和成本投入,简单快速的调整截面大小和高度。
[0003]目前大截面的柱模采用外侧设有拉杆对柱模的柱模板进行固定,拉杆的设置增加柱模的组件,造成大截面的柱模成本较高,且柱模的柱模板之间平面式接触连接,在柱模板连接处存在一定的缝隙,导致柱模在混凝土浇筑时出现泄漏,影响柱模的稳定使用和浇筑的产品质量,使用不便,实用性较差。
技术实现思路
[0004]本技术的目的在于提供一种大截面柱模无拉杆体系,以解决上述
技术介绍
中提出的问题。
[0005]为实现上述目的,本技术提供如下技术方案:一种大截面柱模无拉杆体系,包括一号柱模板和二号柱模板,所述一号柱模板和二号柱模板均设置有两个,两个所述一号柱模板和两个二号柱模板之间通过连接机构首尾连接组成大截面的柱模,所述柱模内形成建筑支撑柱浇筑腔体,所述一号柱模板和二号柱模板的外表面设有锁紧机构,所述锁紧机构设置有若干个,所述锁紧机构等间距分布在柱模上,所述柱模下端相对两侧的锁紧机构上均设有支撑机构。
[0006]优选的,所述锁紧机构包括一号锁紧板和二号锁紧板,所述一号柱模板相对两侧的外表面均设有一号锁紧板,所述一号锁紧板的一侧设有二号锁紧板,所述一号锁紧板和二号锁紧板之间呈L型结构一体设置,所述二号锁紧板与二号柱模板可拆卸安装。
[0007]优选的,所 ...
【技术保护点】
【技术特征摘要】
1.一种大截面柱模无拉杆体系,包括一号柱模板(1)和二号柱模板(2),其特征在于:所述一号柱模板(1)和二号柱模板(2)均设置有两个,两个所述一号柱模板(1)和两个二号柱模板(2)之间通过连接机构(3)首尾连接组成大截面的柱模,所述柱模内形成建筑支撑柱浇筑腔体,所述一号柱模板(1)和二号柱模板(2)的外表面设有锁紧机构(4),所述锁紧机构(4)设置有若干个,所述锁紧机构(4)等间距分布在柱模上,所述柱模下端相对两侧的锁紧机构(4)上均设有支撑机构。2.根据权利要求1所述的大截面柱模无拉杆体系,其特征在于:所述锁紧机构(4)包括一号锁紧板(41)和二号锁紧板(42),所述一号柱模板(1)相对两侧的外表面均设有一号锁紧板(41),所述一号锁紧板(41)的一侧设有二号锁紧板(42),所述一号锁紧板(41)和二号锁紧板(42)之间呈L型结构一体设置,所述二号锁紧板(42)与二号柱模板(2)可拆卸安装。3.根据权利要求2所述的大截面柱模无拉杆体系,其特征在于:所述一号锁紧板(41)与一号柱模板(1)固定连接,所述二号锁紧板(42)与二号柱模板(2)上均设有对应的锁紧螺孔(43),所述二号锁紧板(42)与二号柱模板(2)之间通过锁紧螺孔(43)内...
【专利技术属性】
技术研发人员:包张君,
申请(专利权)人:浙江谊科建筑技术发展有限公司,
类型:新型
国别省市:
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