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Experimental device capable of forecasting slurry performance in emulating horizontal directional drilling construction

A horizontal directional, construction technology, applied in directional drilling, surveying, earth-moving drilling, etc., can solve the problems of single mud, guiding construction, large difference, etc., and achieve the effect of reducing construction exploration, reducing construction cost, and shortening construction period.

Active Publication Date: 2010-02-17
SHANGHAI URBAN CONSTRUCTION MUNICIPAL ENGINEERING (GROUP) CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, these test methods can only test a single performance index of the mud, and cannot directly reflect the actual situation on the site, resulting in a large difference between the test and the site, and cannot be used to guide the construction well.

Method used

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  • Experimental device capable of forecasting slurry performance in emulating horizontal directional drilling construction
  • Experimental device capable of forecasting slurry performance in emulating horizontal directional drilling construction
  • Experimental device capable of forecasting slurry performance in emulating horizontal directional drilling construction

Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0031] attached image 3 , Figure 4 These are the results of experiments carried out with the same slurry in clay and sand.

[0032] From attached image 3 , Figure 4 It can be seen that during the drilling process, the ground subsidence produced by clay is obviously smaller than that produced by sandy soil. In clay, the maximum ground subsidence is 0.6mm during the drilling process of Φ60mm drill bit, while in sandy soil, the maximum ground subsidence is 1.7mm, which is about 3 times that of clay.

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Abstract

A method which can forecast slurry performance in simulating horizontal directional drilling construction and its experimental device belong to the construction engineering technical field. It is characterized by: accessing construction parameters through setting construction site model. Its installation is: a test chamber is laid on a shrink drilling bit horizontally; driving chains fastened on hand handle is occluded with hollow driving screwed pipe; the screwed pipe is connected with slip casting pipe and storage kettle; the device is equipped with displacement gauge, pressure and torque sensor; the top of the chamber is laid on a flat cross piece, the chamber is equipped with magnetic fixed mount under its horizontal and longitudinal directions in equal distances separately, the fixedmount is equipped with displacement gauge moving with soil layer; the detecting devices are connected with computer through static state strain gauge. After the invention is carried out, the performance of slurry stable pore wall and the protected soil layer can be acquired through indoor laboratory test, the guiding opinion can be presented for the construction method, so the site construction searching is reduced, the construction period is shortened and the construction cost is reduced, the method is a practical invention.

Description

technical field [0001] The invention belongs to the field of construction engineering, specifically relates to the technical field of trenchless horizontal directional drilling construction. Background technique [0002] Horizontal directional drilling technology first appeared in the 1970s. It is a construction method combining traditional road drilling and oilfield directional drilling technology. At present, it has been widely used in industries such as natural gas, tap water, electric power and telecommunications, especially in environmental protection. And municipal pipe network reconstruction and expansion projects and large-scale pipeline crossing river projects show its unique advantages. Its working process is guided and detected by computer control. First, a pilot hole with the same design curve is drilled, and then Expand the guide hole, drag the product pipeline back into the enlarged guide hole, and complete the construction process of pipeline crossing. [000...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21B47/00E21B49/00E21B7/04
Inventor 顾利军范明星陈志超赵国强杨继范
Owner SHANGHAI URBAN CONSTRUCTION MUNICIPAL ENGINEERING (GROUP) CO LTD
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