CN206056833U - Engineering of integrating anchor stress measures read apparatus - Google Patents
Engineering of integrating anchor stress measures read apparatus Download PDFInfo
- Publication number
- CN206056833U CN206056833U CN201621046923.1U CN201621046923U CN206056833U CN 206056833 U CN206056833 U CN 206056833U CN 201621046923 U CN201621046923 U CN 201621046923U CN 206056833 U CN206056833 U CN 206056833U
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- survey
- leading
- mounting head
- holding wire
- read
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Abstract
This utility model is related to a kind of engineering of integrating anchor stress and measures read apparatus.It surveys reading box, stressometer automatic data acquisition box manually by bolt stress meters, stressometer and surveys reading conversion equipment and constitutes, the survey is read conversion equipment and reads line holding wire cutting ferrule by leading-out wire mounting head, leading-out wire holding wire cutting ferrule, survey and survey reading line mounting head to constitute, bolt stress meters are connected to by holding wire to be surveyed on the leading-out wire holding wire cutting ferrule read in conversion equipment, and stressometer is surveyed reading box or stressometer automatic data acquisition box manually and read on line holding wire cutting ferrule by the survey that holding wire is connected in survey reading conversion equipment.The device supports that Anchor in Geotechnical Engineering stressometer test reading automatically and manually freely change by mode, overcome, do not limited by space, environment, signal, wide accommodation, efficiency high, can be widely applied to all kinds of underground Anchor in Geotechnical Engineering stress and counts in survey read procedure.
Description
Technical field
This utility model is related to a kind of engineering of integrating anchor stress and measures read apparatus, and the device can be widely applied to ground
In engineering, anchor stress is counted when survey is read and is freely changed between automatic data collection and manual gathered data.
Background technology
The object of study of Geotechnical Engineering is that through very long geochronic complex geologic body, 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
Such as come down, cave in, the geological disaster such as depression.As the buried depth of engineering increases and scale increasing, deep engineering geological disaster such as rock
The frequency of the appearance such as quick-fried, landslide is uprised, scale becomes big, destroy higher, serious to threaten engineering construction and people life property safety.
In order to prevent such geological disaster, anchor pole is imbedded in rock mass, for strengthening rock mass self-strength in engineering.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 pulling capacity of anchor pole etc., timely can be done to reinforce safety engineering
Go out reliable evaluation.In the survey read procedure that anchor stress is counted, common are using the model line concentrating case such as BGK-AC/32-64
Manual survey read data, and use automated collection systems gathered data.
Although the method for manually and automatically surveying reading data is all highly developed, both approaches single can only be used,
The process that another way is transformed into from a kind of mode is quite loaded down with trivial details, when automatic data collection signal interruption needs to be changed to adopt manually
During collection, need to reinstall line concentrating case and holding wire is accessed in line concentrating case；Further, since engineering construction environment and condition are limited
When can not install line concentrating case or transmission signal automatic measurement, the survey of data reads to become particularly problematic, when anchor pole to be monitored should
When power count number is more, it is often necessary to which data acquisition personnel take a significant amount of time the connection for holding wire, efficiency is low, waste of manpower
Material resources.
The content of the invention
For above-mentioned defect, the purpose of this utility model is that Anchor in Geotechnical Engineering stress counts survey read procedure
In, there is provided it is a kind of to realize the manual device freely changed with automatic survey read mode.
To achieve these goals, its technical solution is：
Engineering of integrating anchor stress measures read apparatus, including bolt stress meters, stressometer survey reading box and stressometer manually
Automatic data acquisition box, surveys manually to arrange between reading box, stressometer automatic data acquisition box in bolt stress meters and stressometer and surveys
Read conversion equipment, the 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
Survey and read line mounting head composition, in leading-out wire mounting head, be provided with four through holes being parallel to each other along axis direction, leading-out wire is installed
Head bottom is provided with boss, and leading-out wire holding wire cutting ferrule is located at boss side, four for being fixedly installed in leading-out wire mounting head respectively
In individual through hole, the end face of leading-out wire holding wire cutting ferrule with one side end face of leading-out wire mounting head boss at grade, is surveyed and reads line
Mounting head front end is cylindrical cavity, and groove is symmetrically provided with cavity inner wall, and groove both sides seam is in 30 degree of angles with axis, is surveyed
Read on line mounting head rear end, to be provided with four through holes being parallel to each other along axis direction, survey four through holes reading in line mounting head with
Four through holes in leading-out wire mounting head are mutually corresponded to, and are surveyed reading line holding wire cutting ferrule and are fixedly installed in survey reading line mounting head respectively
Four through holes in, survey and read the end face of line holding wire cutting ferrule and read line mounting head cavity floor at grade with surveying, leading-out wire
Mounting head activity is embedded in surveys in the cavity for reading line mounting head, and bolt stress meters are connected to leading-out wire signal by holding wire
Line card puts, and stressometer is surveyed reading box or stressometer automatic data acquisition box manually 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 adopt insulant.
Described leading-out wire holding wire cutting ferrule and survey are read line holding wire cutting ferrule and adopt conductive material.
As a result of above technical scheme, this utility model engineering of integrating anchor stress measures read apparatus should in anchor pole
Power meter and manually survey are read setting survey between box and automatic data acquisition box and read conversion equipment, and its effect and advantage are：
(1) can realizing that Anchor in Geotechnical Engineering stressometer test reading automatically and manually freely change by mode, overcome with
Toward the single defect of test mode, do not limited by space, environment, signal, wide accommodation.
(2) limited by construction environment and line concentrating case can not be installed survey reading manually, or construction site no signal or signal it is unexpected in
When disconnected, when needs survey reading manually by root bolt stress meters, the conventional coupling arrangement that holding wire uses tension disk is improved, during saving
Between, efficiency is improved, especially when anchor stress count number is more, manpower and materials is greatly saved, is facilitated one man operation.
(3) simple structure, it is to avoid line concentrating case electricity shortage causes data survey the phenomenon of reading, and small volume takes empty
Between it is little, facilitate onsite application.
(4) mounting head adopts insulant, it is to avoid when traditional manual measures wiring as anthropic factor affects to make signal
Linear contact lay and the DATA REASONING error that produces.
Description of the drawings
Fig. 1 is the structural representation of this utility model bolt stress meters conversion equipment.
Fig. 2 is the A-A views of Fig. 1.
Schematic diagram when Fig. 3 is this utility model practice.
Specific embodiment
Read apparatus are measured to this utility model engineering of integrating anchor stress below in conjunction with the accompanying drawings and makees further details of retouching
State.
See accompanying drawing.
Engineering of integrating anchor stress measures read apparatus, and it surveys reading box 6, stressometer manually by bolt stress meters 1, stressometer
Automatic data acquisition box 5 and survey are read conversion equipment 3 and are constituted, and survey reading box 6, stressometer manually certainly in bolt stress meters 1 and stressometer
Arrange to survey between dynamic data acquisition box 5 and read conversion equipment 3, the reading conversion equipment 3 of surveying is believed by leading-out wire mounting head 7, leading-out wire
Number line card set 8, survey and read line holding wire cutting ferrule 9 and survey to read line mounting head 10 and constitute, four are provided with leading-out wire mounting head 7 along axis
The through hole that line direction is parallel to each other, 7 bottom of leading-out wire mounting head are provided with boss, and leading-out wire holding wire cutting ferrule 8 is located at boss side,
It is fixedly installed in in leading-out wire mounting head 7 four through holes respectively, end face and the leading-out wire of leading-out wire holding wire cutting ferrule 8 are installed
7 boss, one side end face at grade, surveys that to read 10 front end of line mounting head be cylindrical cavity, is symmetrically provided with recessed on cavity inner wall
Groove, groove both sides seam are in 30 degree of angles with axis, survey and read to be provided with four along axis direction phase on 10 rear end of line mounting head
Mutual parallel through hole, four through holes surveyed in reading line mounting head 10 are mutually corresponding with four through holes in leading-out wire mounting head 7, survey
Read line holding wire cutting ferrule 9 to be fixedly installed in four through holes surveyed in reading line mounting head 10 respectively, survey and read line holding wire cutting ferrule 9
End face reads 10 cavity floor of line mounting head at grade with surveying, and 7 activity of leading-out wire mounting head is embedded in survey and reads line mounting head
In 10 cavity, bolt stress meters 1 are connected on leading-out wire holding wire cutting ferrule 8 by holding wire 2, and stressometer surveys reading manually
Box 6 or stressometer automatic data acquisition box 5 are connected to survey by holding wire 2 and read on line holding wire cutting ferrule 9, and automaticdata is adopted
Collection box 5 is connected with 4 data wire of computer.
Described leading-out wire mounting head 7 and survey are read line mounting head 10 and adopt insulant.
Described leading-out wire holding wire cutting ferrule 8 and survey are read line holding wire cutting ferrule 9 and adopt conductive material.
During practice, according to on-the-spot test condition and requirement, anchor stress is counted when surveying reading manually, will be answered with anchor pole
The holding wire 2 of the connection of power meter 1 is connected with leading-out wire holding wire cutting ferrule 8 respectively, is distinguished with the holding wire 2 that survey reading box 6 is connected manually
It is connected with reading line holding wire cutting ferrule 9 is surveyed, during measurement, leading-out wire mounting head 7 screws mutually embedding, leading-out wire letter with reading line mounting head 10 is surveyed
The end face of number line card set 8 with survey that the end face of reading line holding wire cutting ferrule 9 is mutually identical to contact conducting, you can using manual mode to anchor
Stress in the bar meter carries out test reading.
Anchor stress is counted when surveying reading automatically, will be surveyed reading line mounting head 10 and be unloaded, will be connected with automatic data acquisition box 5
Holding wire 2 read line holding wire cutting ferrule 9 and be connected with surveying respectively, automatic data acquisition box 5 is connected with 4 data wire of computer, survey
During amount, leading-out wire mounting head 7 screws mutually embedding, end face and the survey reading line letter of leading-out wire holding wire cutting ferrule 8 with reading line mounting head 10 is surveyed
The end face of number line card set 9 mutually coincide contact conducting, you can by computer to bolt stress meters reading automatic data collection.
Claims (3)
1. engineering of integrating anchor stress measures read apparatus, including bolt stress meters (1), stressometer are surveyed reading box (6) manually and answered
Power meter automatic data acquisition box (5), it is characterised in that：Reading box (6), stressometer are surveyed manually in bolt stress meters (1) and stressometer
Arrange to 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), leading-out wire holding wire cutting ferrule (8), survey reads line holding wire cutting ferrule (9) and surveys to read line mounting head (10) composition, leading-out wire installation
Four through holes being parallel to each other along axis direction are provided with head (7), leading-out wire mounting head (7) bottom is provided with boss, leading-out wire
Holding wire cutting ferrule (8) is fixedly installed in four through holes in leading-out wire mounting head (7), leading-out wire respectively positioned at boss side
The end face of holding wire cutting ferrule (8) with one side end face of leading-out wire mounting head (7) boss at grade, is surveyed and reads line mounting head (10)
Front end is cylindrical cavity, and groove is symmetrically provided with cavity inner wall, and groove both sides seam is in 30 degree of angles with axis, surveys and reads line peace
Dress is provided with four through holes being parallel to each other along axis direction on head (10) rear end, surveys four through holes read in line mounting head (10)
It is mutually 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 and read the end face of line holding wire cutting ferrule (9) and survey reading line mounting head (10) cavity floor
At grade, leading-out wire mounting head (7) activity is embedded in and surveys in the cavity for reading line mounting head (10), bolt stress meters (1)
It is connected on leading-out wire holding wire cutting ferrule (8) by holding wire (2), stressometer surveys reading box (6) manually or stressometer is automatic
Data acquisition box (5) is connected to survey by holding wire (2) and reads on line holding wire cutting ferrule (9).
2. engineering of integrating anchor stress as claimed in claim 1 measures read apparatus, it is characterised in that：Described leading-out wire peace
Dress head (7) and survey are read line mounting head (10) and adopt insulant.
3. engineering of integrating anchor stress as claimed in claim 1 measures read apparatus, 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 adopt conductive material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621046923.1U CN206056833U (en) | 2016-09-11 | 2016-09-11 | Engineering of integrating anchor stress measures read apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621046923.1U CN206056833U (en) | 2016-09-11 | 2016-09-11 | Engineering of integrating anchor stress measures read apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206056833U true CN206056833U (en) | 2017-03-29 |
Family
ID=58369945
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621046923.1U Withdrawn - After Issue CN206056833U (en) | 2016-09-11 | 2016-09-11 | Engineering of integrating anchor stress measures read apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206056833U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106289583A (en) * | 2016-09-11 | 2017-01-04 | 中国科学院武汉岩土力学研究所 | Engineering of integrating anchor stress measurement read apparatus |
-
2016
- 2016-09-11 CN CN201621046923.1U patent/CN206056833U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106289583A (en) * | 2016-09-11 | 2017-01-04 | 中国科学院武汉岩土力学研究所 | Engineering of integrating anchor stress measurement read apparatus |
| CN106289583B (en) * | 2016-09-11 | 2021-11-12 | 中国科学院武汉岩土力学研究所 | Integrated engineering anchor rod stress meter reading device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170329 Effective date of abandoning: 20211112 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20170329 Effective date of abandoning: 20211112 |