Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Combined section structure of reinforced concrete column and steel shell concrete column of ultrahigh cable bent tower
The invention discloses a combined section structure of an ultrahigh cable bent tower reinforced concrete column and a steel shell concrete column, and belongs to the field of bridge engineering. The tooth block of the combination section structure is clamped and fixed to the anchoring cross beam, and the anchoring cross beam is clamped and fixed into the steel shell. One end of each inhaul cable guide rail is anchored to the upper portion of the reinforced concrete tower column, and the other end of each inhaul cable guide rail is anchored to one anchoring hole. Two ends of the manhole are respectively anchored on the first section of the steel shell concrete tower column and the upper part of the reinforced concrete tower column and are communicated with the inner cavity of the steel shell; vertical reinforcing structures are arranged on the periphery of a steel shell of the steel shell concrete tower column and the position where the outer contour of the ultrahigh cable bent tower is located in a surrounding mode, and every two vertical reinforcing structures at the corresponding height positions are fixedly connected through a plurality of connecting rods. The space outside the steel shell inner cavity and the manhole inner cavity is filled with concrete. The structure can play an important role in smooth rigidity transition and effective internal force transmission of the reinforced concrete tower column and the steel shell concrete tower column.
本申请公开了一种超高索塔钢筋混凝土柱与钢壳混凝土柱结合段结构，属于桥梁工程领域。结合段结构的齿块卡固于锚固横梁，锚固横梁卡固于钢壳内；每根拉索导轨的一端锚固于钢筋混凝土塔柱的上部，另一端锚固于一个锚固孔；人洞的两端分别锚固于钢壳混凝土塔柱的首个节段与钢筋混凝土塔柱的上部并与钢壳的内腔连通；钢壳混凝土塔柱的钢壳的外围以及超高索塔外轮廓所在位置均环绕设置竖向加强结构，相对应高度处的两个竖向加强结构之间通过多根连接杆固连；钢壳内腔以及人洞内腔以外的空间填充混凝土。本申请能够起到钢筋混凝土塔柱与钢壳混凝土塔柱刚度平顺过渡与内力有效传递的重要作用。
Combined section structure of reinforced concrete column and steel shell concrete column of ultrahigh cable bent tower
The invention discloses a combined section structure of an ultrahigh cable bent tower reinforced concrete column and a steel shell concrete column, and belongs to the field of bridge engineering. The tooth block of the combination section structure is clamped and fixed to the anchoring cross beam, and the anchoring cross beam is clamped and fixed into the steel shell. One end of each inhaul cable guide rail is anchored to the upper portion of the reinforced concrete tower column, and the other end of each inhaul cable guide rail is anchored to one anchoring hole. Two ends of the manhole are respectively anchored on the first section of the steel shell concrete tower column and the upper part of the reinforced concrete tower column and are communicated with the inner cavity of the steel shell; vertical reinforcing structures are arranged on the periphery of a steel shell of the steel shell concrete tower column and the position where the outer contour of the ultrahigh cable bent tower is located in a surrounding mode, and every two vertical reinforcing structures at the corresponding height positions are fixedly connected through a plurality of connecting rods. The space outside the steel shell inner cavity and the manhole inner cavity is filled with concrete. The structure can play an important role in smooth rigidity transition and effective internal force transmission of the reinforced concrete tower column and the steel shell concrete tower column.
本申请公开了一种超高索塔钢筋混凝土柱与钢壳混凝土柱结合段结构，属于桥梁工程领域。结合段结构的齿块卡固于锚固横梁，锚固横梁卡固于钢壳内；每根拉索导轨的一端锚固于钢筋混凝土塔柱的上部，另一端锚固于一个锚固孔；人洞的两端分别锚固于钢壳混凝土塔柱的首个节段与钢筋混凝土塔柱的上部并与钢壳的内腔连通；钢壳混凝土塔柱的钢壳的外围以及超高索塔外轮廓所在位置均环绕设置竖向加强结构，相对应高度处的两个竖向加强结构之间通过多根连接杆固连；钢壳内腔以及人洞内腔以外的空间填充混凝土。本申请能够起到钢筋混凝土塔柱与钢壳混凝土塔柱刚度平顺过渡与内力有效传递的重要作用。
Combined section structure of reinforced concrete column and steel shell concrete column of ultrahigh cable bent tower
一种超高索塔钢筋混凝土柱与钢壳混凝土柱结合段结构
LIU XINHUA (Autor:in) / YUAN RENZHONG (Autor:in) / LIU YONGJIAN (Autor:in) / YI BEI (Autor:in) / YUAN QIN (Autor:in) / OUYANG ZEHUI (Autor:in) / WU JUNFENG (Autor:in) / LIN YANG (Autor:in) / LENG XUECHUAN (Autor:in) / SHI FENGRONG (Autor:in)
19.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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