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The communication tower comprises a tower body, a concrete tower footing, a connecting flange and a connecting anchor bolt, the connecting flange is fixedly connected with the bottom of the tower body, a part of the connecting anchor bolt is embedded in the concrete tower footing, and the end, away from the concrete tower footing, of the connecting anchor bolt is connected with the connecting flange; the reinforcing device comprises a concrete reinforcing base body, a reinforcing anchor bolt and a reinforcing flange. The reinforcing anchor bolt comprises a first rod section, a second rod section and a third rod section which are connected in sequence, the first rod section is buried in the concrete tower footing, and a concrete reinforcing base body is formed on the concrete tower footing in a pouring mode; the parts of the second rod section, the connecting flange and the tower body and the parts, exposed out of the concrete tower footing, of the connecting anchor bolts are all buried in the concrete reinforcing base body, and the reinforcing flange is located above the concrete reinforcing base body and welded to the tower body; and the third rod section is connected with the reinforcing flange. According to the scheme, the problem that the communication tower cannot be normally used in the maintenance and reinforcement process can be solved.
本发明公开一种通信塔的加固装置及加固方法,通信塔包括塔身、混凝土塔基、连接法兰和连接锚栓,连接法兰与塔身的底部固定连接,连接锚栓的部分埋设于混凝土塔基内,连接锚栓背离混凝土塔基的一端与连接法兰相连接;加固装置包括混凝土加固基体、加固锚栓和加固法兰;加固锚栓包括依次连接的第一杆段、第二杆段和第三杆段,第一杆段埋设于混凝土塔基内,混凝土塔基上浇筑形成混凝土加固基体;第二杆段、连接法兰、塔身的部分以及连接锚栓外露于混凝土塔基的部分均被埋设于混凝土加固基体内,加固法兰位于混凝土加固基体的上方,且与塔身焊接;第三杆段与加固法兰相连接。上述方案能够解决通信塔维修加固过程中无法正常使用的问题。
The communication tower comprises a tower body, a concrete tower footing, a connecting flange and a connecting anchor bolt, the connecting flange is fixedly connected with the bottom of the tower body, a part of the connecting anchor bolt is embedded in the concrete tower footing, and the end, away from the concrete tower footing, of the connecting anchor bolt is connected with the connecting flange; the reinforcing device comprises a concrete reinforcing base body, a reinforcing anchor bolt and a reinforcing flange. The reinforcing anchor bolt comprises a first rod section, a second rod section and a third rod section which are connected in sequence, the first rod section is buried in the concrete tower footing, and a concrete reinforcing base body is formed on the concrete tower footing in a pouring mode; the parts of the second rod section, the connecting flange and the tower body and the parts, exposed out of the concrete tower footing, of the connecting anchor bolts are all buried in the concrete reinforcing base body, and the reinforcing flange is located above the concrete reinforcing base body and welded to the tower body; and the third rod section is connected with the reinforcing flange. According to the scheme, the problem that the communication tower cannot be normally used in the maintenance and reinforcement process can be solved.
本发明公开一种通信塔的加固装置及加固方法,通信塔包括塔身、混凝土塔基、连接法兰和连接锚栓,连接法兰与塔身的底部固定连接,连接锚栓的部分埋设于混凝土塔基内,连接锚栓背离混凝土塔基的一端与连接法兰相连接;加固装置包括混凝土加固基体、加固锚栓和加固法兰;加固锚栓包括依次连接的第一杆段、第二杆段和第三杆段,第一杆段埋设于混凝土塔基内,混凝土塔基上浇筑形成混凝土加固基体;第二杆段、连接法兰、塔身的部分以及连接锚栓外露于混凝土塔基的部分均被埋设于混凝土加固基体内,加固法兰位于混凝土加固基体的上方,且与塔身焊接;第三杆段与加固法兰相连接。上述方案能够解决通信塔维修加固过程中无法正常使用的问题。
Reinforcing device and reinforcing method for communication tower
通信塔的加固装置及加固方法
07.05.2024
Patent
Elektronische Ressource
Chinesisch
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