Sleeve tube isolating layer shuttered zone method of down hole detecting and placing high pressure karst water drilling construction for mine

A technology of broken zone and karst water, applied in drilling equipment and methods, drilling equipment, earthwork drilling, etc., can solve problems such as high cost, formation collapse, buried drilling, etc., achieve low cost, delay construction period, and ensure long-term stable effect

Inactive Publication Date: 2013-06-19
CHINA UNIV OF MINING & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Construction ground exploration holes are complex and costly to pass through strata, and underground exploration drilling holes are artesian wells, which reveal hydrogeological information intuitively and the drilling stroke is short, so most of the mines transferred to deep mining use underground roadways to construct high-pressure karst water Detect boreholes and conduct dynamic observation of groundwater
[0003] When using the underground roadway for drilling construction, the drilling stroke is short (30-200m), and the formation fracture zone is often crossed during the drilling construction. Since the casing is finally fixed as a long-term hydrogeological observation hole, the local Fragmentation is not conducive to the fixing of the

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  • Sleeve tube isolating layer shuttered zone method of down hole detecting and placing high pressure karst water drilling construction for mine

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Embodiment Construction

[0012] The present invention will be described in detail below in conjunction with specific embodiments.

[0013] The invention adopts the method of laying down multiple casings (key casings) and enlarging the diameter of the orifice to overcome the problem of stratum fracture zone when using underground roadway construction to detect high-pressure karst water.

[0014] Construction method and process:

[0015] 1. Determine the drilling structure

[0016] The specific technical scheme is as follows:

[0017] (1) Determine the pore diameter of the end-pore aquifer (bare hole 2), generally A( figure 1 The middle is φ91mm);

[0018] (2) Determine that the diameter of the upper casing of the final hole aquifer, that is, the second layer of casing 3, is B (greater than A, figure 1 The middle is φ108mm), and the drill diameter can be selected as φ130mm;

[0019] (3) It is determined that the diameter of the additionally added one-way casing, that is, the key casing 5, is C (gre...

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Abstract

The invention discloses a sleeve tube isolating layer shuttered zone method of down hole detecting and placing high pressure karst water drilling construction for mine. The sleeve tube isolating layer shuttered zone method of down hole detecting and placing high pressure karst water drilling construction for the mine comprises the following steps: a first layer sleeve tube (6) is descended, a second section hole diameter is constructed, when a layer shuttered zone is encountered in the process of drilling, a slip casting method is not adopted, a key sleeve tube (5) is descended between the first layer sleeve tube (6) and the second layer sleeve tube (3), cement paste isolation and seal are conducted after the key sleeve tube (5) is descended, a pressure-tight test is conducted by casing a hole, if the result is qualified, drilling construction of a third section hole diameter is conducted, and a second layer sleeve tube (3) is descended in. Due to the fact that methods of dripping an extra sleeve tube and increasing an open hole orifice diameter are adopted, problem of encountering the layer shuttered zone in the process of detecting high pressure karst water in down hole roadway construction is solved, construction period is not delayed, cost is low, and long term and stable drilling can be ensured.

Description

technical field [0001] The invention relates to a method for isolating stratum broken zones with casing pipes in mine well underground exploration and discharge high-pressure karst water drilling construction. Background technique [0002] Deep mining is faced with an environment of high geostress, high geothermal temperature and high osmotic pressure, and the water pressure of the deep coal seam floor aquifer even exceeds 10 MPa, which is an ultra-high water pressure value. The basic work of preventing and controlling deep high-pressure water is to find out its hydrogeological conditions, and the main method is drilling. Construction ground exploration holes are complex and costly to pass through strata, and underground exploration drilling holes are artesian wells, which reveal hydrogeological information intuitively and the drilling stroke is short, so most of the mines transferred to deep mining use underground roadways to construct high-pressure karst water Detect bore...

Claims

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Application Information

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IPC IPC(8): E21B7/20
Inventor 乔伟赵连涛李文平
Owner CHINA UNIV OF MINING & TECH
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