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A kind of deep hole drilling rock and soil strength distribution testing device

A technology for strength distribution and deep hole drilling, which is applied in the direction of measuring devices, strength characteristics, and analysis materials, etc., to achieve the effects of convenient construction, detailed data, and simple devices

Active Publication Date: 2016-04-13
BEIJING MUNICIPAL ENG RES INST +2
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to propose a deep hole drilling rock and soil strength distribution testing device, which solves the problem that the traditional testing device cannot obtain the strength properties of the rock and soil with the test of the borehole, and then draws the columnar shape of the strength of the rock and soil in the borehole as it changes with depth. and analyze the mechanical properties of rock and soil in time to quickly make safe construction decisions

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  • A kind of deep hole drilling rock and soil strength distribution testing device
  • A kind of deep hole drilling rock and soil strength distribution testing device
  • A kind of deep hole drilling rock and soil strength distribution testing device

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Embodiment Construction

[0015] The technical solutions of the present invention will be further described below in conjunction with the accompanying drawings and through specific implementation methods.

[0016] Such as Figures 1 to 3 As shown, specific examples of the present invention are given.

[0017] Such as figure 1 As shown, the deep hole drilling rock and soil strength distribution testing device includes: a power supply, a drilling system, and a data acquisition system. The drilling system includes a tapered drill bit with convex teeth 2, an auger rod 3, a rotating ring 6, Drilling machine 4, drilling stand 5, operating handle 7, the tapered drill bit 2 with convex teeth is threadedly connected with the screw drill rod 3, and the screw drill rod 3 is fastened with the drill machine 4 through the rotating ring 6 and fixed on the drill On the hole platform 5, the power supply 12 is connected, the rock and soil mass 1 is broken during the drilling process of the tapered drill bit with conve...

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Abstract

The invention discloses an intensity distribution test device for a deep-hole drilling rock and earth mass. The intensity distribution test device comprises a power supply, a drilling system and a data acquisition system, wherein the drilling system comprises a convex-tooth conical drill bit, a spiral drill rod, a rotating ring, a drill, a hole-drilling rack and an operating handle; the convex-tooth conical drill bit is connected with the spiral drill rod in a fastening manner; the spiral drill rod is in threaded connection with the drill; the drill is fixedly arranged on the hole-drilling rack and is connected with the power supply; the data acquisition system comprises a pushing-twisting sensor, a rotating speed sensor, a current meter and a laser ranger which are connected with the power supply; and all the devices respectively output thrust and torsion, the rotating speed of the drill rod, current and drill rod footage signal data to a data acquirer connected with a micro computer. The intensity distribution test device is simple and is convenient for construction, can obtain the intensity distribution of the rock and earth mass while drilling and can supply intuitive and detail data.

Description

technical field [0001] The invention relates to the technical field of strength testing of geotechnical engineering, in particular to a device for testing the strength distribution of deep hole drilling rock and soil mass. Background technique [0002] At present, the traditional rock and soil strength testing devices and methods are mainly obtained by sampling in the field, reshaping samples indoors, and loading tests on material testing machines. There are two problems with this type of device: first, it is difficult to reproduce the stress environment of rock and soil and the spatial distribution of soil and rock after reshaping the sample, and the strength parameter data obtained from the test have great dispersion; second, it is difficult to meet the requirements of various Due to the need for "rapid disposal" of emergency rescue for similar engineering construction and major engineering disasters, it is unable to provide first-hand supporting data for scientific decisi...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/00
Inventor 吕祥锋
Owner BEIJING MUNICIPAL ENG RES INST
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