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Formwork supporting construction technology for UHPC formwork square column assembly structure
The invention relates to the field of formwork square column formwork supporting, in particular to a UHPC formwork square column assembly structure formwork supporting construction technology which comprises the following steps that a UHPC formwork is installed on a floor, and a space is reserved in the position of a column foot of the UHPC formwork; vertical steel bars of the UHPC formwork and lower-layer steel bars are bound, fixed and connected in an anti-thunder mode, and the positions where column feet of the UHPC formwork are reserved are sealed and fixed through wood formworks; the keel is divided into four sections, namely two transverse keels and two longitudinal keels, and the lengths of the transverse keels and the longitudinal keels are fixedly adjusted through the positions of the bolt holes, so that the size requirements of different column sections are met; or, one section of transverse keel and one section of longitudinal keel are welded and fixed, and then the ends of the keels of the two sections of diagonal fixing frames are fixed in the mode that fixing bolts penetrate through the fixing screw holes. According to different section sizes of the UHPC formwork, the lengths of the transverse keels and the longitudinal keels are fixedly adjusted through the positions of the bolt holes, so that the size requirements of different column sections are met.
本申请涉及一种UHPC模壳方柱装配结构支模支撑施工工艺,涉及模壳方柱支模支撑领域,包括以下步骤:将UHPC模壳安装于楼面上,并在UHPC模壳柱脚处留空;将UHPC模壳的竖向钢筋与下层钢筋绑扎固定以及防雷连接,并在UHPC模壳柱脚留空处采用木模封闭固定;将龙骨分为四段,两段横向龙骨和两段纵向龙骨,通过栓孔位置固定调整横向龙骨及纵向龙骨的长度,以满足不同柱截面的尺寸要求;或,将一段横向龙骨与一段纵向龙骨焊接固定,再把两段对角固定架的龙骨端头位置采用固定螺栓穿过固定螺孔进行固定。本申请根据UHPC模壳不同截面尺寸,通过栓孔位置固定调整横向龙骨及纵向龙骨的长度,以满足不同柱截面的尺寸要求。
Formwork supporting construction technology for UHPC formwork square column assembly structure
The invention relates to the field of formwork square column formwork supporting, in particular to a UHPC formwork square column assembly structure formwork supporting construction technology which comprises the following steps that a UHPC formwork is installed on a floor, and a space is reserved in the position of a column foot of the UHPC formwork; vertical steel bars of the UHPC formwork and lower-layer steel bars are bound, fixed and connected in an anti-thunder mode, and the positions where column feet of the UHPC formwork are reserved are sealed and fixed through wood formworks; the keel is divided into four sections, namely two transverse keels and two longitudinal keels, and the lengths of the transverse keels and the longitudinal keels are fixedly adjusted through the positions of the bolt holes, so that the size requirements of different column sections are met; or, one section of transverse keel and one section of longitudinal keel are welded and fixed, and then the ends of the keels of the two sections of diagonal fixing frames are fixed in the mode that fixing bolts penetrate through the fixing screw holes. According to different section sizes of the UHPC formwork, the lengths of the transverse keels and the longitudinal keels are fixedly adjusted through the positions of the bolt holes, so that the size requirements of different column sections are met.
本申请涉及一种UHPC模壳方柱装配结构支模支撑施工工艺,涉及模壳方柱支模支撑领域,包括以下步骤:将UHPC模壳安装于楼面上,并在UHPC模壳柱脚处留空;将UHPC模壳的竖向钢筋与下层钢筋绑扎固定以及防雷连接,并在UHPC模壳柱脚留空处采用木模封闭固定;将龙骨分为四段,两段横向龙骨和两段纵向龙骨,通过栓孔位置固定调整横向龙骨及纵向龙骨的长度,以满足不同柱截面的尺寸要求;或,将一段横向龙骨与一段纵向龙骨焊接固定,再把两段对角固定架的龙骨端头位置采用固定螺栓穿过固定螺孔进行固定。本申请根据UHPC模壳不同截面尺寸,通过栓孔位置固定调整横向龙骨及纵向龙骨的长度,以满足不同柱截面的尺寸要求。
Formwork supporting construction technology for UHPC formwork square column assembly structure
一种UHPC模壳方柱装配结构支模支撑施工工艺
ZHANG CHUNHUI (Autor:in) / HE XIAOJUN (Autor:in) / GONG HUAN (Autor:in) / HONG DONGMING (Autor:in) / LI HUIJIAO (Autor:in) / ZHENG ZEQIAO (Autor:in) / SUN HONGYANG (Autor:in) / CHEN YIQIAO (Autor:in) / LIANG JUN (Autor:in) / CEN BOYANG (Autor:in)
03.12.2024
Patent
Elektronische Ressource
Chinesisch
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