Digital construction method of backfilling hydraulic rammer
CN117513338BActive Publication Date: 2026-08-28CHINA RAILWAY NO 10 ENG GRP CO LTD +1
Patent Information
- Application Number
- CN202311480810.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-11-08
- Publication Date
- 2026-08-28
- Estimated Expiration
- 2043-11-08
AI Technical Summary
Technical Problem
[0003]目前在回填施工中需要先安装台身在进行回填压实,然而压实操作中通过驱动液压夯进行压实操作,因台身的表面没有压力监测装置,导致压实操作中无法实时监测压实力对台身的表面挤压,在力度无法控制的条件下,易导致台身损伤,且回填时都是层层回填叠加操作,进而导致每层回填的压力不一导致压实度不均匀,影响施工质量,所以需要一种台背回填液压夯数字化施工方法
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Figure CN117513338B_ABST
Abstract
The present application belongs to the technical field of backfilling of abutment, in particular to a digital construction method of backfilling of abutment by hydraulic rammer, comprising the following steps: step one, installation and fixation of abutment and placement of material conveying, the abutment is installed on the construction ground, and is firmly installed, and a pressure measuring mechanism is arranged on one side of the abutment, the pressure measuring mechanism comprises a pressure sensor, and after the abutment is firmly installed and fixed, the material laid by the conveying vehicle is poured above the construction ground. The digital construction method of backfilling of abutment by hydraulic rammer, by arranging the pressure measuring mechanism on the surface of the abutment during the backfilling process, the pressure of ramming is detected in real time, the power of the hydraulic rammer is controlled and adjusted, the additional power loss is reduced, the power is controlled to be just the power of ramming, the influence on the surrounding environment, the bridge foundation and the column is minimized, and the damage caused by the excessive compaction force to the abutment is prevented.
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Citation Information
Patent Citations
Reabutment back backfilling structure using novel backfilling material and construction method of abutment back backfilling structure
CN114439017A
Post-construction abutment back backfill compaction method
CN116411514A