CN207526515U - A kind of roadway surrounding rock pressure measurement anchor pole - Google Patents

A kind of roadway surrounding rock pressure measurement anchor pole Download PDF

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Publication number
CN207526515U
CN207526515U CN201721777777.4U CN201721777777U CN207526515U CN 207526515 U CN207526515 U CN 207526515U CN 201721777777 U CN201721777777 U CN 201721777777U CN 207526515 U CN207526515 U CN 207526515U
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CN
China
Prior art keywords
anchor pole
bar
outer bar
surrounding rock
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201721777777.4U
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Chinese (zh)
Inventor
吴海
王小康
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hunan University of Science and Technology
Original Assignee
Hunan University of Science and Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hunan University of Science and Technology filed Critical Hunan University of Science and Technology
Priority to CN201721777777.4U priority Critical patent/CN207526515U/en
Application granted granted Critical
Publication of CN207526515U publication Critical patent/CN207526515U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model is related to anchor dynamometry technical field, especially a kind of anchor pole of roadway surrounding rock pressure measurement.Anchor pole is made of outer bar and interior bar suit, and interior bar is equipped with through-hole, and anchor pole end is equipped with protective cover;The bar wall of the outer bar is equipped with several apertures, and the bar wall of interior bar corresponds to and mounting groove is equipped at outer bar aperture, and foil gauge and small contact are fixed by spring sequence in mounting groove, and the other end of small contact is inserted into the aperture of outer bar;The installation trench bottom is equipped with mounting hole, and the conducting wire of foil gauge stretches out anchor pole after mounting hole is pierced by, along through-hole.Compared with the prior art, it has following features:First, it can accurately correspond to the measuring point of roadway surrounding rock, and make the sensing of strain ga(u)ge more accurate in the force-detecting position position that the body of rod is installed;Second is that anchor pole itself has saved material cost well also using hollow-core construction anchor pole.

Description

A kind of roadway surrounding rock pressure measurement anchor pole
Technical field
The utility model is related to anchor dynamometry technical field, especially a kind of anchor pole of roadway surrounding rock pressure measurement.
Background technology
At present, coal resources in China yield increases year by year, has had many mines km working surface of deep well, lane occur Road country rock is in high-pressure state, has become main trend using anchor rod force-measuring and supporting, is needed after suspension roof support to country rock Pressure is monitored, and cost is greatly lowered in the appearance of hollow anchor bar.Most of force-measuring anchor stock is by resistance strain gage and bar Body is bonded together to measure pressure value.This causes the value measured inaccurate with measuring point actual value by large error.
Utility model content
The purpose of this utility model is to provide a kind of roadway surrounding rock pressure measurement anchor poles.
The purpose of this utility model is achieved through the following channels:A kind of roadway surrounding rock pressure measurement anchor pole, anchor pole by Outer bar is formed with interior bar suit, and interior bar is equipped with through-hole, and anchor pole end is equipped with protective cover;
The bar wall of the outer bar is equipped with several apertures, and the bar wall of interior bar corresponds to and mounting groove is equipped at outer bar aperture, peace Foil gauge and small contact are fixed by spring sequence in tankage, the other end of small contact is inserted into the aperture of outer bar;
The installation trench bottom is equipped with mounting hole, and the conducting wire of foil gauge stretches out anchor pole after mounting hole is pierced by, along through-hole.
As advanced optimizing for this programme, on the outer bar bar wall, three groups of totally six apertures are axially and symmetrically distributed with, There are six small contacts for respective apertures installation in interior bar.
A kind of roadway surrounding rock pressure measurement anchor pole of the utility model, compared with the prior art, it has following features:When It can the body of rod install force-detecting position position, accurately correspond to the measuring point of roadway surrounding rock, and allow strain ga(u)ge sensing more Accurately;Second is that anchor pole itself has saved material cost well also using hollow-core construction anchor pole.
Description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings:
FIG. 1 is a schematic structural view of the utility model;
Fig. 2 is the A-A of Fig. 1 to sectional view;
In figure, outer bar 1, interior bar 2, small contact 3, mounting groove 4, through-hole 5, protective cover 6, foil gauge 7.
Specific embodiment
As shown in Figure 1 and Figure 2, a kind of roadway surrounding rock pressure measurement anchor pole of the utility model, anchor pole is by 2 sets of outer bar 1 and interior bar Dress is formed, and interior bar is equipped with through-hole 5, and anchor pole end is equipped with protective cover 6, and 6 bottom of protective cover is openable and closable end cap;The outer bar Bar wall be equipped with several apertures, the bar wall of interior bar corresponds at outer bar aperture equipped with mounting groove 4, on the outer bar bar wall, axis To three groups of totally six apertures are symmetrically distributed with, there are six small contacts for respective apertures installation in interior bar.It is suitable by spring in mounting groove Sequence fixes foil gauge 7 and small contact 3, and the other end of small contact is inserted into the aperture of outer bar;The installation trench bottom is equipped with peace Hole is filled, the conducting wire of foil gauge stretches out anchor pole after mounting hole is pierced by, along through-hole, for conducting wire is facilitated to connect pressure detecting instrument.
After roadway surrounding rock changes, pressure from surrounding rock can be deformed the small contact of stretching outer bar surface aperture, from And foil gauge is caused to change, by the pressure value that country rock is read on data line transfer to detector.
The above, only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited to In this, any those skilled in the art, can be without creative labor in the technical scope disclosed by the utility model The dynamic change or replacement expected, should be covered within the scope of the utility model.Therefore, the protection model of the utility model Enclosing be determined by the scope of protection defined in the claims.

Claims (2)

1. a kind of roadway surrounding rock pressure measurement anchor pole, it is characterised in that:Anchor pole is made of outer bar (1) and interior bar (2) suit, interior bar Equipped with through-hole (5), anchor pole end is equipped with protective cover (6);
The bar wall of the outer bar is equipped with several apertures, and the bar wall of interior bar corresponds to and mounting groove (4) is equipped at outer bar aperture, installation Foil gauge (7) and small contact (3) are fixed by spring sequence in slot, the other end of small contact is inserted into the aperture of outer bar;
The installation trench bottom is equipped with mounting hole, and the conducting wire of foil gauge stretches out anchor pole after mounting hole is pierced by, along through-hole.
2. a kind of roadway surrounding rock pressure measurement anchor pole as described in claim 1, it is characterised in that:On the outer bar bar wall, Axially and symmetrically it is distributed with three groups of totally six apertures, there are six small contacts for respective apertures installation in interior bar.
CN201721777777.4U 2017-12-06 2017-12-06 A kind of roadway surrounding rock pressure measurement anchor pole Expired - Fee Related CN207526515U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721777777.4U CN207526515U (en) 2017-12-06 2017-12-06 A kind of roadway surrounding rock pressure measurement anchor pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721777777.4U CN207526515U (en) 2017-12-06 2017-12-06 A kind of roadway surrounding rock pressure measurement anchor pole

Publications (1)

Publication Number Publication Date
CN207526515U true CN207526515U (en) 2018-06-22

Family

ID=62578351

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721777777.4U Expired - Fee Related CN207526515U (en) 2017-12-06 2017-12-06 A kind of roadway surrounding rock pressure measurement anchor pole

Country Status (1)

Country Link
CN (1) CN207526515U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114233353A (en) * 2021-12-15 2022-03-25 鹤庆北衙矿业有限公司 Recoverable support stock of underground mine engineering

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114233353A (en) * 2021-12-15 2022-03-25 鹤庆北衙矿业有限公司 Recoverable support stock of underground mine engineering

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180622

Termination date: 20201206