CN106289583A - Engineering of integrating anchor stress measurement read apparatus - Google Patents
Engineering of integrating anchor stress measurement read apparatus Download PDFInfo
- Publication number
- CN106289583A CN106289583A CN201610815894.9A CN201610815894A CN106289583A CN 106289583 A CN106289583 A CN 106289583A CN 201610815894 A CN201610815894 A CN 201610815894A CN 106289583 A CN106289583 A CN 106289583A
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- Prior art keywords
- survey
- leading
- read
- mounting head
- holding wire
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L1/00—Measuring force or stress, in general
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- General Physics & Mathematics (AREA)
- Force Measurement Appropriate To Specific Purposes (AREA)
Abstract
The present invention relates to a kind of engineering of integrating anchor stress measurement read apparatus.It is manually surveyed reading box, stressometer automatic data acquisition box and survey reading conversion equipment and forms by bolt stress meters, stressometer, described survey is read conversion equipment and is made up of leading-out wire mounting head, leading-out wire holding wire cutting ferrule, survey reading line holding wire cutting ferrule and survey reading line mounting head, bolt stress meters is connected to survey the leading-out wire holding wire card read in conversion equipment by holding wire and puts, and stressometer is manually surveyed and read box or stressometer automatic data acquisition box and be connected to survey the survey reading line holding wire card read in conversion equipment by holding wire and put.This device supports that Anchor in Geotechnical Engineering stressometer test reading automatically and manually mode is freely changed, overcome and survey the defect that read mode is single in the past, do not limited by space, environment, signal, wide accommodation, efficiency is high, can be widely applied to all kinds of undergrounds Anchor in Geotechnical Engineering stressometer data and surveys in read procedure.
Description
Technical field
The present invention relates to a kind of engineering of integrating anchor stress measurement read apparatus, this device can be widely applied to Geotechnical Engineering
Middle anchor stress counts automatic data collection and manual collection when survey is read and freely changes between data.
Background technology
The object of study of Geotechnical Engineering is through very long geochronic complex geologic body, and these geologic bodies are when certain
Between and under the conditions of be in steady statue, when being affected by nature or anthropic factor, poised state is destroyed, it may occur that a series of
As come down, caving in, the geological disaster such as depression.Increase along with the buried depth of engineering and scale strengthens, deep engineering geological disaster such as rock
The frequency that quick-fried, landslide etc. occur uprises, scale becomes big, it is higher to destroy, serious threat engineering construction and people life property safety.
In order to prevent this type of geological disaster, anchor pole is imbedded in rock mass by engineering, be used for strengthening rock mass self-strength.For
Whether the support capacity of anchor pole can reach requirement, if can guarantee that underground chamber is stable, and in-situ monitoring work seems extremely important,
Sensor will be loaded onto on anchor pole, for detecting anchor force and the pulling capacity etc. of anchor pole, can do for reinforcing safety engineering timely
Go out reliable evaluation.In the survey read procedure that anchor stress counts, common are the model line concentrating cases such as use BGK-AC/32-64
Manually survey and read data, and use automated collection systems to gather data.
Although the method manually and automatically surveying reading data is the most highly developed, but both approaches can only single use,
The process being transformed into another way from a kind of mode is the most loaded down with trivial details, when automatic data collection signal interruption needs to change into manually adopting
During collection, need reinstall line concentrating case and accessed in line concentrating case by holding wire；Further, since engineering construction environment and condition limit
Can not install line concentrating case or transmission signal when automatically measuring, the survey of data reads to become particularly problematic, when anchor pole to be monitored should
When power count number is many, it is often necessary to data acquisition personnel take a significant amount of time the connection for holding wire, efficiency is low, waste of manpower
Material resources.
Summary of the invention
For the defect of above-mentioned existence, it is an object of the invention to Anchor in Geotechnical Engineering stressometer data and survey in read procedure,
There is provided a kind of and can realize the manual device freely changed with automatic survey read mode.
To achieve these goals, its technical solution is:
Engineering of integrating anchor stress measurement read apparatus, manually surveys reading box and stressometer including bolt stress meters, stressometer
Automatic data acquisition box, manually surveys reading at bolt stress meters and stressometer and arranges survey between box, stressometer automatic data acquisition box
Read conversion equipment, described survey read conversion equipment by leading-out wire mounting head, leading-out wire holding wire cutting ferrule, survey read line holding wire cutting ferrule and
Surveying and read line mounting head composition, leading-out wire mounting head has four through holes being parallel to each other along direction, axis, leading-out wire is installed
Being provided with boss bottom Tou, leading-out wire holding wire cutting ferrule is positioned at boss side, is fixedly installed in four in leading-out wire mounting head respectively
In individual through hole, the end face of leading-out wire holding wire cutting ferrule with leading-out wire mounting head boss one side end face at grade, is surveyed and is read line
Mounting head front end is cylindrical cavity, and on cavity inner wall, symmetry has groove, and groove both sides seam and axis are 30 degree of angles, surveys
Read to have on line mounting head rear end four through holes being parallel to each other along direction, axis, survey four through holes reading in line mounting head with
Four through holes in leading-out wire mounting head are the most corresponding, survey reading line holding wire cutting ferrule and are fixedly installed in respectively in survey reading line mounting head
Four through holes in, survey read line holding wire cutting ferrule end face with survey read line mounting head cavity floor at grade, leading-out wire
Mounting head activity is embedded in surveys in the cavity reading line mounting head, and bolt stress meters is connected to leading-out wire signal by holding wire
Line card puts, and stressometer is manually surveyed reading box or stressometer automatic data acquisition box and is connected to survey reading line signal by holding wire
Line card puts.
Described leading-out wire mounting head and survey are read line mounting head and are used insulant.
Described leading-out wire holding wire cutting ferrule and survey are read line holding wire cutting ferrule and are used conductive material.
Owing to have employed above technical scheme, engineering of integrating anchor stress of the present invention measurement read apparatus is at bolt stress meters
And manually surveying and read to arrange survey reading conversion equipment between box and automatic data acquisition box, its effect and advantage are:
(1) freely can change to realize Anchor in Geotechnical Engineering stressometer test reading automatically and manually mode, overcome with
Toward the defect that test mode is single, do not limited by space, environment, signal, wide accommodation.
(2) limited by construction environment and line concentrating case can not be installed manually survey reading, or construction site no signal or signal suddenly in
Time disconnected, when needing manually to survey reading by root bolt stress meters, improve holding wire and use the conventional coupling arrangement of tension disk, during saving
Between, improve efficiency, especially when anchor stress count number is many, be greatly saved manpower and materials, facilitate one man operation.
(3) simple in construction, it is to avoid line concentrating case electricity shortage causes the data cannot to survey the phenomenon of reading, and volume is little, takies sky
Between little, facilitate onsite application.
(4) mounting head uses insulant, it is to avoid make signal when traditional manual measures wiring due to anthropic factor impact
Linear contact lay and the DATA REASONING error that produces.
Accompanying drawing explanation
Fig. 1 is the structural representation of bolt stress meters conversion equipment of the present invention.
Fig. 2 is the A-A view of Fig. 1.
Schematic diagram when Fig. 3 is practice of the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawings engineering of integrating anchor stress of the present invention measurement read apparatus is described in further detail.
See accompanying drawing.
Engineering of integrating anchor stress measurement read apparatus, it is manually surveyed reading box 6, stressometer by bolt stress meters 1, stressometer
Automatic data acquisition box 5 and survey are read conversion equipment 3 and are formed, and manually survey reading box 6, stressometer certainly at bolt stress meters 1 and stressometer
Arranging survey between dynamic data acquisition box 5 and read conversion equipment 3, described survey reads conversion equipment 3 by leading-out wire mounting head 7, leading-out wire letter
Number line card set 8, survey and read line holding wire cutting ferrule 9 and survey and read line mounting head 10 and constitute, leading-out wire mounting head 7 has four along axis
The through hole that line direction is parallel to each other, is provided with boss bottom leading-out wire mounting head 7, leading-out wire holding wire cutting ferrule 8 is positioned at boss side,
In four through holes being fixedly installed in respectively in leading-out wire mounting head 7, the end face of leading-out wire holding wire cutting ferrule 8 is installed with leading-out wire
7 boss one side end faces at grade, survey that to read line mounting head 10 front end be cylindrical cavity, and on cavity inner wall, symmetry has recessed
Groove, groove both sides seam and axis are 30 degree of angles, survey and read to have four along direction, axis phase on line mounting head 10 rear end
The most parallel through hole, surveys four through holes read in line mounting head 10 the most corresponding with four through holes in leading-out wire mounting head 7, surveys
Read line holding wire cutting ferrule 9 to be fixedly installed in respectively in four through holes surveyed in reading line mounting head 10, survey and read line holding wire cutting ferrule 9
End face reads line mounting head 10 cavity floor at grade with surveying, and leading-out wire mounting head 7 activity is embedded in survey and reads line mounting head
In the cavity of 10, bolt stress meters 1 is connected on leading-out wire holding wire cutting ferrule 8 by holding wire 2, and reading manually surveyed by stressometer
Box 6 or stressometer automatic data acquisition box 5 are connected to survey by holding wire 2 to be read on line holding wire cutting ferrule 9, and automaticdata is adopted
Collection box 5 is connected with computer 4 data wire.
Described leading-out wire mounting head 7 and survey are read line mounting head 10 and are used insulant.
Described leading-out wire holding wire cutting ferrule 8 and survey are read line holding wire cutting ferrule 9 and are used conductive material.
During practice, according to on-the-spot test condition and requirement, anchor stress counts when manually surveying reading, will answer with anchor pole
The holding wire 2 that power meter 1 connects is connected with leading-out wire holding wire cutting ferrule 8 respectively, reads, with manually surveying, holding wire 2 difference that box 6 is connected
Being connected with surveying reading line holding wire cutting ferrule 9, during measurement, leading-out wire mounting head 7 and survey are read line mounting head 10 and are screwed mutually embedding, and leading-out wire is believed
The end face of number line card set 8 with survey that the end face reading line holding wire cutting ferrule 9 is mutually identical contacts conducting, manual mode can be used anchor
Stress in the bar meter carries out test reading.
Anchor stress counts when automatically surveying reading, survey reading line mounting head 10 is unloaded, will be connected with automatic data acquisition box 5
Holding wire 2 respectively with survey read line holding wire cutting ferrule 9 be connected, automatic data acquisition box 5 is connected with computer 4 data wire, survey
During amount, leading-out wire mounting head 7 screws mutually embedding with surveying reading line mounting head 10, and the end face of leading-out wire holding wire cutting ferrule 8 reads line letter with surveying
The end face of number line card set 9 mutually coincide contact conducting, can automatically be gathered bolt stress meters reading by computer.
Claims (3)
1. engineering of integrating anchor stress measurement read apparatus, manually surveys reading box (6) and answers including bolt stress meters (1), stressometer
Power meter automatic data acquisition box (5), it is characterised in that: manually survey reading box (6), stressometer at bolt stress meters (1) and stressometer
Arranging survey between automatic data acquisition box (5) and read conversion equipment (3), described survey reads conversion equipment (3) by leading-out wire mounting head
(7), line holding wire cutting ferrule (9) and survey reading line mounting head (10) composition, leading-out wire installation are read in leading-out wire holding wire cutting ferrule (8), survey
Having four through holes being parallel to each other along direction, axis on head (7), leading-out wire mounting head (7) bottom is provided with boss, leading-out wire
Holding wire cutting ferrule (8) is positioned at boss side, is fixedly installed in respectively in four through holes in leading-out wire mounting head (7), leading-out wire
The end face of holding wire cutting ferrule (8) with leading-out wire mounting head (7) boss one side end face at grade, is surveyed and is read line mounting head (10)
Front end is cylindrical cavity, and on cavity inner wall, symmetry has groove, and groove both sides seam and axis are 30 degree of angles, surveys and reads line peace
Dress has four through holes being parallel to each other along direction, axis on head (10) rear end, surveys four through holes read in line mounting head (10)
The most corresponding with four through holes in leading-out wire mounting head (7), survey reading line holding wire cutting ferrule (9) and be fixedly installed in survey reading line respectively
In four through holes in mounting head (10), survey the end face reading line holding wire cutting ferrule (9) with surveying and read line mounting head (10) cavity floor
At grade, leading-out wire mounting head (7) activity is embedded in surveys in the cavity reading line mounting head (10), bolt stress meters (1)
Being connected on leading-out wire holding wire cutting ferrule (8) by holding wire (2), reading box (6) manually surveyed by stressometer or stressometer is automatic
Data acquisition box (5) is connected to survey by holding wire (2) to be read on line holding wire cutting ferrule (9).
2. engineering of integrating anchor stress measurement read apparatus as claimed in claim 1, it is characterised in that: described leading-out wire peace
Dress head (7) and survey are read line mounting head (10) and are used insulant.
3. engineering of integrating anchor stress measurement read apparatus as claimed in claim 1, it is characterised in that: described leading-out wire letter
Number line card set (8) and survey and read line holding wire cutting ferrule (9) and use conductive material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610815894.9A CN106289583B (en) | 2016-09-11 | 2016-09-11 | Integrated engineering anchor rod stress meter reading device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610815894.9A CN106289583B (en) | 2016-09-11 | 2016-09-11 | Integrated engineering anchor rod stress meter reading device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106289583A true CN106289583A (en) | 2017-01-04 |
| CN106289583B CN106289583B (en) | 2021-11-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610815894.9A Active CN106289583B (en) | 2016-09-11 | 2016-09-11 | Integrated engineering anchor rod stress meter reading device |
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| CN (1) | CN106289583B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108181027A (en) * | 2018-01-05 | 2018-06-19 | 北京科技大学 | A kind of type vibration wire borehole stressmeter mounting head |
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| US20090233489A1 (en) * | 2008-03-14 | 2009-09-17 | Osamu Shibata | Host device |
| CN102628716A (en) * | 2012-04-05 | 2012-08-08 | 中国科学院武汉岩土力学研究所 | Method and device for testing geo-stress in deep soft rock based on flow stress restoration principle |
| CN103033139A (en) * | 2012-12-21 | 2013-04-10 | 中国水电顾问集团华东勘测设计研究院 | Measuring device for brillouin optical sensing type continuous multipoint displacement meter |
| CN103593963A (en) * | 2013-11-17 | 2014-02-19 | 三峡大学 | Teletransmission device for measured stress data of anchor stock or anchor rope |
| CN204089096U (en) * | 2014-08-26 | 2015-01-07 | 杭州瑞琦信息技术有限公司 | A kind of street lamp single-lamp module terminal box with manually plugging diverter switch |
| CN104577404A (en) * | 2015-01-29 | 2015-04-29 | 深圳市泰昂能源科技股份有限公司 | Incoming and outgoing line module base |
| CN206056833U (en) * | 2016-09-11 | 2017-03-29 | 中国科学院武汉岩土力学研究所 | Engineering of integrating anchor stress measures read apparatus |
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2016
- 2016-09-11 CN CN201610815894.9A patent/CN106289583B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090233489A1 (en) * | 2008-03-14 | 2009-09-17 | Osamu Shibata | Host device |
| CN102628716A (en) * | 2012-04-05 | 2012-08-08 | 中国科学院武汉岩土力学研究所 | Method and device for testing geo-stress in deep soft rock based on flow stress restoration principle |
| CN103033139A (en) * | 2012-12-21 | 2013-04-10 | 中国水电顾问集团华东勘测设计研究院 | Measuring device for brillouin optical sensing type continuous multipoint displacement meter |
| CN103593963A (en) * | 2013-11-17 | 2014-02-19 | 三峡大学 | Teletransmission device for measured stress data of anchor stock or anchor rope |
| CN204089096U (en) * | 2014-08-26 | 2015-01-07 | 杭州瑞琦信息技术有限公司 | A kind of street lamp single-lamp module terminal box with manually plugging diverter switch |
| CN104577404A (en) * | 2015-01-29 | 2015-04-29 | 深圳市泰昂能源科技股份有限公司 | Incoming and outgoing line module base |
| CN206056833U (en) * | 2016-09-11 | 2017-03-29 | 中国科学院武汉岩土力学研究所 | Engineering of integrating anchor stress measures read apparatus |
Non-Patent Citations (1)
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| 李邵军 等: "基于三维地理信息的滑坡监测及变形预测智能分析", 《岩土力学与工程学报》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108181027A (en) * | 2018-01-05 | 2018-06-19 | 北京科技大学 | A kind of type vibration wire borehole stressmeter mounting head |
| CN108181027B (en) * | 2018-01-05 | 2023-10-13 | 北京科技大学 | Vibrating wire type drilling stress meter mounting head |
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| Publication number | Publication date |
|---|---|
| CN106289583B (en) | 2021-11-12 |
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