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A small double-bridge probe for static penetration testing

A small-scale technology of static penetration testing, which is applied in the field of foundation soil survey, construction, infrastructure engineering, etc., can solve the problems of limited static penetration testing, high labor intensity, and large penetration resistance, etc. Reduce labor intensity in the field, achieve portability, and reduce the effect of penetration resistance

Active Publication Date: 2017-09-15
CEEC JIANGSU ELECTRIC POWER DESIGN INST CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, types of projects such as overhead transmission lines have the characteristics of shallow survey depth and long distances between holes. The existing large-tonnage hydraulic static probe and the area of ​​the cone bottom 2 、15cm 2 The single and double bridge probes used in the field are heavy in equipment and high in penetration resistance, so they are inefficient when used in similar projects and require high labor intensity, which greatly limits the function of static penetration testing, and even some special sites cannot enter the site carry out survey work

Method used

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  • A small double-bridge probe for static penetration testing
  • A small double-bridge probe for static penetration testing
  • A small double-bridge probe for static penetration testing

Examples

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Embodiment Construction

[0040] The present invention will be further described in detail in conjunction with the following specific embodiments and accompanying drawings. The following examples are only illustrative, and the protection content of the present invention is not limited thereto.

[0041] Such as Figure 1~Figure 13As shown, a small-scale static penetration test double-bridge probe is characterized in that: it includes a horizontally placed hollow cylindrical cone end body 1, and the cone end body 1 is integrally connected from left to right in sequence for connecting with the cone tip. 2. The threaded column 3 connected to the outside and the induction column 5 covered with the friction cylinder 4 are movable outside. The induction column 5 includes the front section 6 of the induction column, the middle section 7 of the induction column and the end section 8 of the induction column connected in sequence from left to right. The outer diameter of the induction column front section 6 is sm...

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Abstract

The invention discloses a minitype double-bridge probe for static cone penetration tests. The probe is characterized by comprising a horizontally-placed hollow column-shaped conical end body (1), wherein the conical end body (1) is integrally and sequentially connected with a threaded column (3) for connecting with a conical tip (2) and an induction column (5) movably sleeved with a friction drum (4) from left to right; the induction column (5) comprises an induction column front section (6), an induction column middle section (7) and an induction column tail section (8) which are sequentially connected from left to right; the outer diameter of the induction column front section (6) is less than that of the induction column tail section (8) and greater than that of the induction column middle section (7); and first pressure sensors are arranged on the induction column front section (6). The minitype double-bridge probe for the static cone penetration tests, provided by the invention, is convenient to carry, easy in penetration, high in test precision and good in stability.

Description

technical field [0001] The invention relates to a small double-bridge probe for static penetration testing, belonging to the technical field of geotechnical engineering investigation equipment. Background technique [0002] As an important in-situ test method, the static penetration test is one of the more accurate methods to obtain soil parameters. It has been widely valued by the geotechnical engineering field for many years. Labor-saving and other advantages. This technology is to penetrate the cone rod with the probe into the soil at a constant speed, and use the sensor to measure the specific penetration resistance on the probe. p s resistance (or tip resistance q c , side wall friction f s ), excess pore water pressure △u and other parameters. Using the test results, it is possible to divide the soil layer, identify the soil properties, determine the physical and mechanical properties of the soil, and determine the bearing capacity of the foundation soil, etc.,...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D1/00
CPCE02D1/00E02D2600/10
Inventor 任亚群陈捷华任治军葛海明刘益平葛阳王小龙
Owner CEEC JIANGSU ELECTRIC POWER DESIGN INST CO LTD
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