Self-adjusting foundation of double-pole door-type pole towers for transmission lines
A technology for transmission lines and gate towers, which is applied in infrastructure engineering, construction, etc., can solve problems such as high cost of relocation and construction, large number of towers, and collapse.
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Embodiment 1
[0033] Such as Figure 1-Figure 5 As shown, the self-adjusting foundation of the double-pole gate-type pole tower of the transmission line in Embodiment 1 of the present invention, in this embodiment, the foundation beam frame is in the shape of "I", and the two ends of the connecting main beam 1 are respectively provided with vertically connected Adjust the secondary beam 2, the two ends of the adjustable secondary beam 2 are respectively equipped with a cable ring 5, two adjustable secondary beams 2 and a connecting main beam 1 form an "I"-shaped foundation beam frame, and the holes on the connecting main beam 1 9 is the position of the wire rod, carbon fiber is pasted on the wire rod to improve its strength, in addition, it can also be reinforced by wet method to improve its strength. In addition, the position connected to the connecting main beam 1 may be subjected to relatively large bending moment and shear force, and the height of the steel plate outside it can be appro...
Embodiment 2
[0040] Such as Figure 6 and Figure 7 As shown, one of the main differences between Embodiment 2 and Embodiment 1 is that abutment piers 31 are respectively set under the two ends of the adjustment secondary beam 2 to support and cooperate with the adjustment of the secondary beam 2, so as to replace the bearings in Embodiment 1. platform beam 3; in addition, what is set between the bearing platform pier 31 and the adjustment secondary beam 2 is a rolling ball ( Figure 7 not shown in), Figure 7 A plurality of rolling balls are provided in the gap between the cap pier 31 and the adjusting secondary beam 2, and the setting of the rolling balls can allow relative translation between the cap pier 31 and the adjusting beam 2 in any direction. In the same way, the rolling ball here can also be replaced by rollers. Similar to Embodiment 1, it is also possible to connect the main beam 1 to be equal to the distance between the two utility poles. In this case, the adjustment secon...
Embodiment 3
[0042] Such as Figure 8 As shown, the main difference between the third embodiment and the second embodiment is that the structural layout of the foundation beams is different, generally in the shape of a "day". The two ends of the connecting main beam 1 are not only directly connected vertically with the wire rod, but also vertically connected with the horizontally arranged vertical connecting beam 22 respectively passing through the same point of the wire rod; Adjust the secondary beam 11 while connecting the main beam 1, and adjust the secondary beam 11 to connect with the vertical connecting beam 22, and extend a certain length to both ends respectively, that is, adjust the two ends of the secondary beam 11 to be longer than the connecting main beam 1, The bottoms of both ends of the side adjustment secondary beam 11 are respectively provided with abutment piers 31, which connect the main beam 1 with the two side adjustment secondary beams 11 and the vertical connecting b...
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