Multi-span continuous lifeline device and construction method thereof
A construction method and lifeline technology, which is applied in the multi-span continuous lifeline device and its construction field, can solve the problems that the lifeline cannot be installed reliably and affects the safety of high-altitude operations, etc., so as to improve the safety of high-altitude operations, firm and reliable attachment, and increase reliability Effect
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Embodiment 1
[0042] refer to figure 1 , figure 2 , Figure 8, a multi-span continuous lifeline device in this embodiment, comprising two anchor piers 1 provided with anchor rings 5, several pier piers 2 arranged between the two anchor piers 1, upright columns 3 arranged above the pier piers 2, And the steel wire rope 6, the steel wire rope 6 is passed through the upper part of the column 3, and the two ends of the steel wire rope 6 are respectively connected with the anchor ring 5.
[0043] A kind of multi-span continuous lifeline device of this embodiment, when in use, at first excavates the pier hole under the complicated environment such as Dan Xiayan mountaintop cliff topography, then set anchor pier 1 and column pier 2 in the pier hole, make the anchor pier The pier 1 and the column pier 2 can be more firmly fixed in a complex environment, thereby greatly increasing the reliability of the lifeline device in a complex environment and improving the safety of working at heights.
[0...
Embodiment 2
[0056] This embodiment provides a construction method for the multi-span continuous lifeline device described in Embodiment 1.
[0057] The technical scheme of the construction method of the multi-span continuous lifeline device of the present embodiment is as follows, comprising the steps:
[0058] The first step is to measure and set out the line according to the topography of the cliff top, and locate the anchor pier 1 and the column pier 2; the anchor pier 1 is located at a distance of 3m outside the column pier 2 at both ends, and the distance between each column pier 2 is 10m;
[0059] The second step is to excavate the pier pit according to the positioning position and size of the anchor pier 1 and the column pier 2;
[0060] The third step is to support the formwork at the pier pit and perform pouring to form the anchor pier 1 and the column pier 2 with the anchor ring 5; the anchor pier 1 and the column pier 2 can be poured with C30 concrete; the lower part of the anc...
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