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Boring cast-in-situ pile plagioclase measuring early warning system and method based on video monitoring

A video monitoring and early warning system technology, applied in the field of infrastructure, can solve the problems of unstable human monitoring, difficulty in effectively grasping the timing of replacement, and large manpower and material resources.

Pending Publication Date: 2020-10-20
中铁二十二局集团市政工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The entire construction process of perforated cast-in-situ piles requires the supervision of construction personnel throughout the process, which requires a lot of manpower and material resources, and there are large instability factors in human monitoring, and construction abnormalities cannot be found in time, resulting in construction quality problems, low efficiency, and high labor costs.
Moreover, the steel wire rope of the pile driver needs to be replaced regularly due to wear and aging during use, and the wear conditions of different construction environments vary greatly, so it is difficult to effectively grasp the timing of replacement

Method used

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  • Boring cast-in-situ pile plagioclase measuring early warning system and method based on video monitoring
  • Boring cast-in-situ pile plagioclase measuring early warning system and method based on video monitoring
  • Boring cast-in-situ pile plagioclase measuring early warning system and method based on video monitoring

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Embodiment Construction

[0028] The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.

[0029] Such as Figure 1-2 As shown, the specific embodiment of the present invention is a perforated pile inclined rock measurement system based on video monitoring, including a pile driver 2, a control terminal 1, and a monitoring module 3 for video monitoring is arranged opposite to the pile driver 2;

[0030] Described piling machine 2 comprises impact hammer 201, steel wire rope 202, hoist 203, support 204 and base 205, and described base 205 one side is provided with hoist 203, and described support 204 is also provided with plural auxiliary pulleys 206, and wire rope 202 from The hoist 203 protrudes through the auxiliary pulley 206 and connects with the hammer 201. A pile hole 6 is arranged on one side of the base 205, and a steel casing 8 is arranged on the top of the pile hole 6. The pile hole 6 is also passed through a mud p...

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Abstract

The invention discloses a boring cast-in-situ pile plagioclase measuring early warning system based on video monitoring. A monitoring module used for video monitoring is arranged opposite to a pile machine, a winch is arranged on one side of a base, multiple auxiliary pulleys are arranged on a support, a steel wire rope extends out of the winch to penetrate through the auxiliary pulleys to be connected with a punch hammer, a pile hole is formed in one side of the base, a steel casing is arranged on the top of the pile hole, the pile hole communicates with a mud pit through a mud pump, multiplemarkers are arranged on the steel wire rope, the monitoring module can record the lifting position and the swing position of the markers, the system and method adopt combination of the monitoring module and the markers, mounting is simple, use is convenient, vertical displacement and horizontal displacement data and the inclination angle of the needed markers can be collected at low cost and highefficiency, through the above data, the inclination angle of the plagioclase can be rapidly calculated, manpower and material resources can be saved, and the construction cost is saved.

Description

technical field [0001] The invention relates to the field of infrastructure construction, in particular to a video monitoring-based system and method for measuring and early warning of inclined rock of perforated piles. Background technique [0002] Pile foundation is the most commonly used form of deep foundation in foundation treatment, which has the characteristics of high bearing capacity and small foundation settlement. However, engineering practice has proved that the rock surface elevation in karst areas is complex and changeable, and there are often inclined rock faces. The piles passing through the inclined rock face often have problems such as hammer jamming, small footage or even no footage during rock entry construction. The actual problems of slow construction progress and increased construction cost are caused. At present, there are still few studies on the slope angle of slope rocks. [0003] The traditional method is to judge whether there is inclined rock ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00E02D7/00G01C9/00G08B7/06G08B21/02G06T7/20
CPCE02D33/00E02D7/00G01C9/00G08B7/06G08B21/0261G06T7/20G06T2207/10016
Inventor 谢芳君闫树平胡志承邓启智翟翠斌付增亮李海涛邓学文刘闯
Owner 中铁二十二局集团市政工程有限公司
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