Design method for HDPE pipe launching track
By using Midas Civil software to simulate the operation under different tidal water levels in the design of HDPE pipeline transport tracks, and adjusting the slope ratio to meet the working load requirements of the trolley, the problems of large construction volume and high space requirements in the existing design were solved, and the accuracy and safety of the track design were achieved.
WO2026124458A1PCT designated stage Publication Date: 2026-06-18THE SECOND ENG COMPANY OF CCCC FOURTH HARBOR ENG
Patent Information
- Authority / Receiving Office
- WO · WO
- Patent Type
- Applications
- Current Assignee / Owner
- THE SECOND ENG COMPANY OF CCCC FOURTH HARBOR ENG
- Filing Date
- 2025-12-09
- Publication Date
- 2026-06-18
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Figure CN2025141085_18062026_PF_FP_ABST
Abstract
The present invention relates to the technical field of HDPE pipeline launching, and specifically relates to a construction method for an HDPE pipe launching track, comprising the following steps: S1, acquiring calculation parameters of HDPE pipe sections and ballast blocks; S2, calculating the total weight and draft H of the HDPE pipe sections; S3, constructing a pipe model; S4, using the pipe model constructed in S3 to simulate front-end water entry conditions of the HDPE pipe sections when operating on tracks with different slope ratios, and rear-end back‑pressure conditions of the HDPE pipe sections during slope departure, under different tidal water levels; determining a maximum trolley reaction force N1 during a water entry process of the HDPE pipe sections, and a rear-end trolley reaction force N2 during a slope departure process of the HDPE pipe sections; S5, comparing N1 and N2 with a trolley working load N0, and if N1≤N0 and N2≤N0, which indicate that the slope ratio design of this track section passes verification, performing the next step; otherwise, adjusting the slope ratio of this track section, and repeating S4 until this track section satisfies N1≤N0 and N2≤N0; and S6, repeating S4 and S5 until all track slope ratios have passed the verification. The method achieves reasonable distribution of track slope ratios by refining the slope ratio adjustment strategy.
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