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Useless driving prevention cushioning device for hydraulic pile driving hammer

A technology of hydraulic piling hammer and buffer device, applied in sheet pile wall, construction, infrastructure engineering and other directions, can solve problems such as accidents and self-destruction of piling hammer, and achieve the effect of long service life of seals

Active Publication Date: 2015-04-29
CENT SOUTH UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The construction of pile driving hammer must adapt to various complex stratum conditions. During the process of pile settlement by hammering, if it encounters soft soil layer, or the soil layer at the bottom of the pile is suddenly hollow or the pile is suddenly broken, at this time due to the pile cap Suddenly lose the reaction force of the pile, the pile cap and the hammer pad fall to its lowest position, the hammer head cannot impact the hammer pad at the normal impact position, at this time, the hammer head continues to undershoot under the action of huge impact energy, causing the hammer head to impact the piling Other parts of the hammer will cause the piling hammer to self-destruct, and even cause accidents during the construction process

Method used

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  • Useless driving prevention cushioning device for hydraulic pile driving hammer
  • Useless driving prevention cushioning device for hydraulic pile driving hammer

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Embodiment Construction

[0019] see figure 1 , the air defense buffer system consists of end cover 1, oil return steel pipe 2, guide sleeve 3, spring 4, pressure plate 5, stopper 6, large copper sleeve 7, small copper sleeve 8, integrated valve seat 9, piston rod 11, overflow Flow valve 13, overflow steel pipe 14, check valve 15 and other components. An integrated valve seat 9 is fixed at the bottom of the cylinder body 12 of the lifting hammer cylinder. The inner cavity of the integrated valve seat 9 is provided with a stopper 6 and a guide sleeve 3 on the piston rod 11 from top to bottom. The guide sleeve 3 passes through the end cover. 1 is fixed on the bottom of the integrated valve seat 9, and its inner ring is slidingly matched with the piston rod 11. The outer ring and inner ring of the stopper 6 are respectively provided with a large copper sleeve 7 and a small copper sleeve 8, and the inner wall of the integrated valve seat 9 and the piston rod 11 Sliding fit, the top surface of the block 6 ...

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PUM

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Abstract

The invention discloses a useless driving prevention cushioning device for a hydraulic pile driving hammer. An integrated valve seat is fixedly arranged at the bottom end of a cylinder body of a hammer lifting oil cylinder, wherein a stopper piece and a guide sleeve are sequentially arranged on a piston rod in an inner cavity of the integrated valve seat from top to bottom in a sleeving manner; the guide sleeve is fixedly arranged at the bottom of the integrated valve seat, and an inner ring of the guide sleeve is in sliding fit with the piston rod; an outer ring and an inner ring of the stopper piece are in sliding fit with the inner wall of the integrated valve seat and the piston rod respectively. According to the device, back pressure is built up by a cushioning cavity between the stopper piece and the guide sleeve under the action of an overflow valve, and acts on the lower end face of the stopper piece to generate resistance to the downward movement of the stopper piece to stop the piston rod from moving downwards and absorb impact on equipment caused by the useless driving of hammerhead, so that the service life of the equipment is prolonged, and construction safety is ensured.

Description

technical field [0001] The invention relates to a hydraulic piling hammer anti-empty driving buffer system, which belongs to the field of piling machinery and is applied to the hammer lifting cylinder of the hydraulic piling hammer. Background technique [0002] The construction of pile driving hammer must adapt to various complex stratum conditions. During the process of pile settlement by hammering, if it encounters soft soil layer, or the soil layer at the bottom of the pile is suddenly hollow or the pile is suddenly broken, at this time due to the pile cap Suddenly lose the reaction force of the pile, the pile cap and the hammer pad fall to its lowest position, the hammer head cannot impact the hammer pad at the normal impact position, at this time, the hammer head continues to undershoot under the action of huge impact energy, causing the hammer head to impact the piling Other parts of the hammer will cause the piling hammer to self-destruct, and even cause accidents in...

Claims

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Application Information

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IPC IPC(8): E02D7/10
CPCE02D7/10
Inventor 胡均平易滔王琴
Owner CENT SOUTH UNIV