Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Formwork of cast-in-place structure joint bar joint and construction method
The invention relates to a template of a cast-in-place structure joint bar node. The template mainly comprises four half-hole templates, a connecting positioning lever penetrating through the plate pin hole plate and the square hole plate is used for positioning; a positioning lever is used for positioning, and a conical plate pin and a conical wedge are used for adjusting the flatness of the template; the open semicircular holes and the arc-shaped rib plates on the formwork realize non-punching installation and form removal of the formwork; and the rubber plug is sleeved on the joint bar for plugging. The invention discloses a construction method of a template of a cast-in-place structure joint bar node. The joint bar inner side formwork is adjusted to abut against the rubber plug, the joint bar outer side formwork abuts against the position of the rubber plug, and the two side formworks jointly press the rubber plug; adjusting the flatness of the template by using a connecting positioning lever, a conical plate pin and a conical wedge; and the connecting bolt pair is tightened. And the template dismounting sequence and the template mounting sequence are reversed. According to the formwork of the cast-in-place structure joint bar joint and the construction method, the structure is simple, installation is convenient, and the formwork can adapt to different joint bar intervals; and the joint bar node template can be dismounted without prying and forcible entry, so that the joint bar node template can be repeatedly used.
一种现浇结构插筋节点的模板，主要由4片半孔模板组成；由穿过板销孔板、方孔板的连接定位杠定位；定位杠定位、锥形板销、锥型楔调整模板平整度；模板上的开口半圆孔和弧形筋板实现模板不打孔安装及拆模；橡胶堵头套在插筋上进行封堵。一种现浇结构插筋节点的模板的施工方法。插筋内侧模板调整靠在橡胶堵头，插筋外侧模板靠在橡胶堵头位置，两侧模板共同压紧橡胶堵头；用连接定位杠、锥形板销、锥型楔调整模板平整度；拧紧连接螺栓副。模板拆除顺序与安装反序。一种现浇结构插筋节点的模板及施工方法，结构简单，安装方便，可适应不同的插筋间距；不需撬拆破拆即能拆除插筋节点模板，实现重复使用。
Formwork of cast-in-place structure joint bar joint and construction method
The invention relates to a template of a cast-in-place structure joint bar node. The template mainly comprises four half-hole templates, a connecting positioning lever penetrating through the plate pin hole plate and the square hole plate is used for positioning; a positioning lever is used for positioning, and a conical plate pin and a conical wedge are used for adjusting the flatness of the template; the open semicircular holes and the arc-shaped rib plates on the formwork realize non-punching installation and form removal of the formwork; and the rubber plug is sleeved on the joint bar for plugging. The invention discloses a construction method of a template of a cast-in-place structure joint bar node. The joint bar inner side formwork is adjusted to abut against the rubber plug, the joint bar outer side formwork abuts against the position of the rubber plug, and the two side formworks jointly press the rubber plug; adjusting the flatness of the template by using a connecting positioning lever, a conical plate pin and a conical wedge; and the connecting bolt pair is tightened. And the template dismounting sequence and the template mounting sequence are reversed. According to the formwork of the cast-in-place structure joint bar joint and the construction method, the structure is simple, installation is convenient, and the formwork can adapt to different joint bar intervals; and the joint bar node template can be dismounted without prying and forcible entry, so that the joint bar node template can be repeatedly used.
一种现浇结构插筋节点的模板，主要由4片半孔模板组成；由穿过板销孔板、方孔板的连接定位杠定位；定位杠定位、锥形板销、锥型楔调整模板平整度；模板上的开口半圆孔和弧形筋板实现模板不打孔安装及拆模；橡胶堵头套在插筋上进行封堵。一种现浇结构插筋节点的模板的施工方法。插筋内侧模板调整靠在橡胶堵头，插筋外侧模板靠在橡胶堵头位置，两侧模板共同压紧橡胶堵头；用连接定位杠、锥形板销、锥型楔调整模板平整度；拧紧连接螺栓副。模板拆除顺序与安装反序。一种现浇结构插筋节点的模板及施工方法，结构简单，安装方便，可适应不同的插筋间距；不需撬拆破拆即能拆除插筋节点模板，实现重复使用。
Formwork of cast-in-place structure joint bar joint and construction method
一种现浇结构插筋节点的模板及施工方法
QIU LONG (Autor:in) / RUAN BANXI (Autor:in) / CHEN XUHUI (Autor:in) / GU LILI (Autor:in) / ZHENG QIANWEN (Autor:in)
12.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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