CN108931231A - The observation method of high-precision rolling mill foundation settlement - Google Patents
The observation method of high-precision rolling mill foundation settlement Download PDFInfo
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- CN108931231A CN108931231A CN201710389760.XA CN201710389760A CN108931231A CN 108931231 A CN108931231 A CN 108931231A CN 201710389760 A CN201710389760 A CN 201710389760A CN 108931231 A CN108931231 A CN 108931231A
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- points
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- observation
- settlement
- milling train
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The present invention relates to foundation settlement detections.The observation method of high-precision rolling mill foundation settlement, it includes：Stable basis is selected in rolling mill roll line side direction, sets up 3 observation points at different positions, number is respectively A point, B point, C point, and 3 neighbor distances are no more than 50 meters；With in level control point BM pilot measurement to four settlement points of milling train, the numerical value surveyed thinks that it is correct value when First Observation；Using sinker I, numerical value is benchmark pilot measurement on 3 points of A, B, C for the first time again, obtains each three numerical value, finally recloses on BMI bench mark；When observing milling train settlement point later, all with being observed on the basis of B point, every time when observation, it sees between 3 points of A, B, C and whether changes first, if do not changed, every time to the deflection of four points of milling train observation as right value, as changed between 3 points of ABC, then.Operation of the present invention is simple, quick, and measured value is accurate, reliably saves the investment of labour and reduces labor intensity.
Description
Technical field
The present invention relates to foundation settlement detection more particularly to a kind of observation methods of milling train foundation settlement.
Background technique
During the installation process, settlement observation is also a critically important link to milling train, the sedimentation value required precision to observation
Also very high, generally in each embedded settlement point in basic four angles of milling train, totally 4 points, carry out the variation feelings of four points of periodic observation
Condition, the result surveyed are supplied to engineering department, opposite in observation cycle sedimentation value using sedimentation as reference before milling train accurate adjustment
After tending towards stability, or without departing from range, is provided according to specification, the observation point stability indicator of settlement measurement is set to 2mm/
Half a year（I.e. 0.01mm/ days）.According to specification, good natural conditions, are not difficult to survey the exact value of settling amount.Under normal circumstances
The level control point BM provided according to Party A is far away from milling train linear distance, and survey station will at least set 10 stations or more.Wagon flow on road
Constantly, especially big on being influenced when observation.So long leveling line, extraneous observation condition is also undesirable, to measure milling train base
Accurately sinking numerical value is impossible to plinth.
Summary of the invention
The present invention is directed to overcome the deficiencies of existing technologies, a kind of observation method of high-precision rolling mill foundation settlement is provided.This
Invent easy to operate, quick, the investment and reduction labor intensity of accurate, the reliable saving labour of measured value.
In order to solve the above-mentioned technical problem, the observation method of high-precision rolling mill foundation settlement, it includes：
Select stable basis in rolling mill roll line side direction, set up 3 observation points at different positions, number be respectively A point,
B point, C point, 3 neighbor distances are no more than 50 meters；
With in level control point BM pilot measurement to four settlement points of milling train, the numerical value surveyed thinks that it is positive exact figures when First Observation
Value；Using sinker I, numerical value is benchmark pilot measurement on 3 points of A, B, C for the first time again, obtains each three numerical value, finally recloses BMI water
On on schedule；
When observing milling train settlement point later, all with being observed on the basis of B point, every time when observation, 3 points of A, B, C of sight first it
Between whether change, if do not changed, every time to the deflection of four points of milling train observation as right value, as 3 points of ABC it
Between change, then judge
It a, whether is error caused by the factors such as human factor or instrument；
If human factor leads to survey calculation error or observation mistake, measurement confirmation should be re-started.
If instrument problems, because the instrument for detecting instrument or more renewing measures confirmation.
B, whether datum mark BM1 changes；
If the variation of datum mark should report Party A, the more new data of datum mark is provided
C, foundation settlement problem leads to 3 points of variation at A, B, C reconnaissance；
If the problem of reconnaissance should abolish old point, reconnaissance carries out construction survey again.
The present invention proposes must be close using a kind of observed range, and survey station few method solves this problem.The present invention surveys
Accuracy of measurement is high, accurate and reliable, solves and improves milling train foundation settlement survey precision measure problem.Using measurement method of the present invention,
It is easy to operate, quick, the investment and reduction labor intensity of accurate, the reliable saving labour of measured value.
Detailed description of the invention
Fig. 1 is schematic diagram of the invention.
Specific embodiment
As shown in Figure 1：The observation method of high-precision rolling mill foundation settlement, it includes：
Select stable basis in rolling mill roll line side direction, set up 3 observation points at different positions, number be respectively A point,
B point, C point, 3 neighbor distances are no more than 50 meters；
With in level control point BM pilot measurement to four settlement points of milling train, the numerical value surveyed thinks that it is positive exact figures when First Observation
Value；Using sinker I, numerical value is benchmark pilot measurement on 3 points of A, B, C for the first time again, obtains each three numerical value, finally recloses BMI water
On on schedule；
When observing milling train settlement point later, all with being observed on the basis of B point, every time when observation, 3 points of A, B, C of sight first it
Between whether change, if do not changed, every time to the deflection of four points of milling train observation as right value, as 3 points of ABC it
Between change, then judge
It a, whether is error caused by the factors such as human factor or instrument；
If human factor leads to survey calculation error or observation mistake, measurement confirmation should be re-started.
If instrument problems, because the instrument for detecting instrument or more renewing measures confirmation.
B, whether datum mark BM1 changes；
If the variation of datum mark should report Party A, the more new data of datum mark is provided
C, foundation settlement problem leads to 3 points of variation at A, B, C reconnaissance；
If the problem of reconnaissance should abolish old point, reconnaissance carries out construction survey again.
Claims (1)
1. the observation method of high-precision rolling mill foundation settlement, which is characterized in that it includes：
Select stable basis in rolling mill roll line side direction, set up 3 observation points at different positions, number be respectively A point,
B point, C point, 3 neighbor distances are no more than 50 meters；
With in level control point BM pilot measurement to four settlement points of milling train, the numerical value surveyed thinks that it is positive exact figures when First Observation
Value；Using sinker I, numerical value is benchmark pilot measurement on 3 points of A, B, C for the first time again, obtains each three numerical value, finally recloses BMI water
On on schedule；
When observing milling train settlement point later, all with being observed on the basis of B point, every time when observation, 3 points of A, B, C of sight first it
Between whether change, if do not changed, every time to the deflection of four points of milling train observation as right value, as 3 points of ABC it
Between change：Judgement
It a, whether is error caused by the factors such as human factor or instrument；
If human factor leads to survey calculation error or observation mistake, measurement confirmation should be re-started；
If instrument problems, because the instrument for detecting instrument or more renewing measures confirmation；
B, whether datum mark BM1 changes；
If the variation of datum mark should report Party A, the more new data of datum mark is provided
C, foundation settlement problem leads to 3 points of variation at A, B, C reconnaissance；
If the problem of reconnaissance should abolish old point, reconnaissance carries out construction survey again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710389760.XA CN108931231A (en) | 2017-05-27 | 2017-05-27 | The observation method of high-precision rolling mill foundation settlement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710389760.XA CN108931231A (en) | 2017-05-27 | 2017-05-27 | The observation method of high-precision rolling mill foundation settlement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108931231A true CN108931231A (en) | 2018-12-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710389760.XA Pending CN108931231A (en) | 2017-05-27 | 2017-05-27 | The observation method of high-precision rolling mill foundation settlement |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111256654A (en) * | 2020-03-25 | 2020-06-09 | 中国华能集团清洁能源技术研究院有限公司 | Fan foundation settlement observation system and method |
| CN113465557A (en) * | 2021-07-22 | 2021-10-01 | 深圳市大升高科技工程有限公司 | Real-time monitoring method for overhead bridge displacement |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030093222A1 (en) * | 1999-12-13 | 2003-05-15 | Ola Eiken | Method for monitoring seafloor subsidence and for gravity monitoring an underground hydrocarbon reservoir |
| CN104032630A (en) * | 2014-06-16 | 2014-09-10 | 中南大学 | Method for continuously measuring track settlement based on angle transmission |
| CN105318860A (en) * | 2014-08-04 | 2016-02-10 | 安徽宝翔建设集团有限责任公司 | Building sedimentation observation method and structure |
| CN106092044A (en) * | 2016-07-29 | 2016-11-09 | 顾建忠 | building level measuring method |
| CN106500651A (en) * | 2016-11-16 | 2017-03-15 | 上海建工集团股份有限公司 | A kind of method for safety monitoring of construction geometry deformation |
-
2017
- 2017-05-27 CN CN201710389760.XA patent/CN108931231A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030093222A1 (en) * | 1999-12-13 | 2003-05-15 | Ola Eiken | Method for monitoring seafloor subsidence and for gravity monitoring an underground hydrocarbon reservoir |
| CN104032630A (en) * | 2014-06-16 | 2014-09-10 | 中南大学 | Method for continuously measuring track settlement based on angle transmission |
| CN105318860A (en) * | 2014-08-04 | 2016-02-10 | 安徽宝翔建设集团有限责任公司 | Building sedimentation observation method and structure |
| CN106092044A (en) * | 2016-07-29 | 2016-11-09 | 顾建忠 | building level measuring method |
| CN106500651A (en) * | 2016-11-16 | 2017-03-15 | 上海建工集团股份有限公司 | A kind of method for safety monitoring of construction geometry deformation |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111256654A (en) * | 2020-03-25 | 2020-06-09 | 中国华能集团清洁能源技术研究院有限公司 | Fan foundation settlement observation system and method |
| CN113465557A (en) * | 2021-07-22 | 2021-10-01 | 深圳市大升高科技工程有限公司 | Real-time monitoring method for overhead bridge displacement |
| CN113465557B (en) * | 2021-07-22 | 2023-11-24 | 深圳市大升勘测技术有限公司 | Real-time monitoring method for overpass displacement |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181204 |
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| RJ01 | Rejection of invention patent application after publication |