CN106840067A - High and big die plate safety monitoring system - Google Patents
High and big die plate safety monitoring system Download PDFInfo
- Publication number
- CN106840067A CN106840067A CN201710033056.0A CN201710033056A CN106840067A CN 106840067 A CN106840067 A CN 106840067A CN 201710033056 A CN201710033056 A CN 201710033056A CN 106840067 A CN106840067 A CN 106840067A
- Authority
- CN
- China
- Prior art keywords
- monitoring system
- die plate
- chi
- big die
- monitoring
- 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.)
- Pending
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Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/02—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
-
- 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
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/04—Analysing solids
- G01N29/043—Analysing solids in the interior, e.g. by shear waves
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/04—Analysing solids
- G01N29/048—Marking the faulty objects
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/02—Indexing codes associated with the analysed material
- G01N2291/023—Solids
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/02—Indexing codes associated with the analysed material
- G01N2291/028—Material parameters
- G01N2291/0289—Internal structure, e.g. defects, grain size, texture
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
Abstract
The invention discloses a kind of high and big die plate safety monitoring system, it is related to technical field of buildings, the high and big die plate safety monitoring system carries out support level displacement detecting and support settlement monitoring when being constructed to high and big die plate using total powerstation and electronic level, effectively can in advance discover template construction very normal.The monitoring system also carries out crack-detecting detection to template inside using ultrasonic flaw detection instrument, and whether huge crackle is produced inside observation template, can in advance prevent template to ftracture and collapse, and improves the working security of high and big die plate.
Description
Technical field
The present invention relates to technical field of buildings, more particularly to a kind of high and big die plate safety monitoring system.
Background technology
High and big die plate generally requires to carry out comprehensive monitoring to it in work progress, prevents construction accident from causing template to be fallen
Collapse, cause casualties and economic loss.The most only monitoring standard module of existing template safety monitoring system is in work progress
Horizontal displacement and angle displacement, have ignored template self load bearing ability monitoring, usually can be because of the fracture of template itself
Cause construction accident.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of high and big die plate safety monitoring system, and the system is in monitoring mould
Carrying out flaw detection is carried out while the horizontal displacement of plate and angle displacement to template underbead crack, the safety of high and big die plate construction is improved
Property.
To achieve the above object, the present invention provides following technical scheme：A kind of high and big die plate safety monitoring system, it is special
Levy and be：The high and big die plate safety monitoring system installation steps are as follows：
(1) according to on-site actual situations, the absolute altitude control point away from structure construction beyond about 20-50 meters of monitored area is chosen
Used as datum mark, datum mark will be checked periodically；
(2) according to the high and big die plate mount approach through evaluating, each Monitoring Profiles lays 3 support level monitoring point for displacement
With 3 support settlement observation points, support monitoring point is arranged in cradle top；
(3) support settlement monitoring point is selected in the larger crossbeam middle part of sectional area, and is the larger position of junction beam stress,
The support of the top, next steel pipe is vertically drawn by unit in charge of construction with short steel pipes cross-arm, and steel pipe upper end is fixed, and lower end is not landed not solid
It is fixed, then one section of about 1 meter of steel ruler long is fixed as sight gauge in steel pipe lower end；
(4) the stability inspection to working base point can intersect check, method of polar coordinates and rear using rear angle (distance)
Intersection, is monitored using total powerstation, and total powerstation is connected with the computer of monitoring system, and the monitoring system is entered to Monitoring Data
Row correction, compensating computation, then generate various forms and deformation curve；
(5) day-mark chi, as backsight chi, is fixed on the steel ruler in observation station as forward sight chi on datum mark, uses electronic water
Quasi- instrument carries out reading to backsight chi and forward sight chi respectively, the subtractive of the rear chi reading of same point adjacent two phase go preceding chi reading it
Difference obtains final product the settling amount of observation station, and electronic level is connected with the computer of monitoring system；
(6) some ultrasonic flaw detection instrument are installed on sight gauge carries out crack-detecting detection to template inside, ultrasound
Ripple crack detector is connected with the computer of monitoring system.
Beneficial effect using above technical scheme is：The high and big die plate safety monitoring system uses total powerstation and electronic water
Support level displacement detecting and support settlement monitoring are carried out when quasi- instrument is constructed to high and big die plate, template construction effectively can be in advance discovered
It is very normal.The monitoring system also carries out crack-detecting detection to template inside using ultrasonic flaw detection instrument, observes template
Whether inside produces huge crackle, can in advance prevent template to ftracture and collapse, and improves the working security of high and big die plate.
Brief description of the drawings
Specific embodiment of the invention is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is a kind of schematic diagram of high and big die plate safety monitoring system of the invention.
Specific embodiment
A kind of preferred embodiment of high and big die plate safety monitoring system that the invention will now be described in detail with reference to the accompanying drawings.
Fig. 1 shows the specific embodiment of high and big die plate safety monitoring system of the present invention：The high and big die plate safety monitoring system
System installation steps are as follows：
(1) according to on-site actual situations, the absolute altitude control point away from structure construction beyond about 20-50 meters of monitored area is chosen
Used as datum mark, datum mark will be checked periodically；
(2) according to the high and big die plate mount approach through evaluating, each Monitoring Profiles lays 3 support level monitoring point for displacement
With 3 support settlement observation points, support monitoring point is arranged in cradle top；
(3) support settlement monitoring point is selected in the larger crossbeam middle part of sectional area, and is the larger position of junction beam stress,
The support of the top, next steel pipe is vertically drawn by unit in charge of construction with short steel pipes cross-arm, and steel pipe upper end is fixed, and lower end is not landed not solid
It is fixed, then one section of about 1 meter of steel ruler long is fixed as sight gauge in steel pipe lower end；
(4) the stability inspection to working base point can intersect check, method of polar coordinates and rear using rear angle (distance)
Intersection, is monitored using total powerstation, and total powerstation is connected with the computer of monitoring system, and the monitoring system is entered to Monitoring Data
Row correction, compensating computation, then generate various forms and deformation curve；
(5) day-mark chi, as backsight chi, is fixed on the steel ruler in observation station as forward sight chi on datum mark, uses electronic water
Quasi- instrument carries out reading to backsight chi and forward sight chi respectively, the subtractive of the rear chi reading of same point adjacent two phase go preceding chi reading it
Difference obtains final product the settling amount of observation station, and electronic level is connected with the computer of monitoring system；
(6) some ultrasonic flaw detection instrument are installed on sight gauge carries out crack-detecting detection to template inside, ultrasound
Ripple crack detector is connected with the computer of monitoring system.
The above is only the preferred embodiment of the present invention, it is noted that for the person of ordinary skill of the art,
Without departing from the concept of the premise of the invention, various modifications and improvements can be made, these belong to guarantor of the invention
Shield scope.
Claims (1)
1. a kind of high and big die plate safety monitoring system, it is characterised in that：The high and big die plate safety monitoring system installation steps are such as
Under：
(1) according to on-site actual situations, the absolute altitude control point conduct away from structure construction beyond about 20-50 meters of monitored area is chosen
Datum mark, datum mark will be checked periodically；
(2) according to the high and big die plate mount approach through evaluating, each Monitoring Profiles lays 3 support level monitoring point for displacement and 3
Individual support settlement observation point, support monitoring point is arranged in cradle top；
(3) support settlement monitoring point is selected in the larger crossbeam middle part of sectional area, and is the larger position of junction beam stress, is most pushing up
On support, vertically draw next steel pipe with short steel pipes cross-arm by unit in charge of construction, steel pipe upper end is fixed, and lower end is not landed and do not fixed,
One section of about 1 meter of steel ruler long is fixed as sight gauge in steel pipe lower end again；
(4) the stability inspection to working base point can intersect check, method of polar coordinates and resection using rear angle (distance)
Method, is monitored using total powerstation, and total powerstation is connected with the computer of monitoring system, and the monitoring system changes to Monitoring Data
Just, compensating computation, then generates various forms and deformation curve；
(5) day-mark chi, as backsight chi, is fixed on the steel ruler in observation station as forward sight chi on datum mark, uses electronic level
Carry out reading to backsight chi and forward sight chi respectively, the subtractive of the rear chi reading of same point adjacent two phase goes the difference of preceding chi reading i.e.
The settling amount of observation station is obtained, electronic level is connected with the computer of monitoring system；
(6) some ultrasonic flaw detection instrument are installed on sight gauge carries out crack-detecting detection to template inside, and ultrasonic wave splits
Line survey meter is connected with the computer of monitoring system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710033056.0A CN106840067A (en) | 2017-01-10 | 2017-01-10 | High and big die plate safety monitoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710033056.0A CN106840067A (en) | 2017-01-10 | 2017-01-10 | High and big die plate safety monitoring system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106840067A true CN106840067A (en) | 2017-06-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710033056.0A Pending CN106840067A (en) | 2017-01-10 | 2017-01-10 | High and big die plate safety monitoring system |
Country Status (1)
| Country | Link |
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| CN (1) | CN106840067A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108151721A (en) * | 2017-12-21 | 2018-06-12 | 国网福建省电力有限公司 | Ship-lock deformation automatic monitoring system based on water level operating mode's switch |
-
2017
- 2017-01-10 CN CN201710033056.0A patent/CN106840067A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108151721A (en) * | 2017-12-21 | 2018-06-12 | 国网福建省电力有限公司 | Ship-lock deformation automatic monitoring system based on water level operating mode's switch |
| CN108151721B (en) * | 2017-12-21 | 2020-03-27 | 国网福建省电力有限公司 | Ship lock deformation automatic monitoring system based on water level working condition identification and measuring and weather correcting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170613 |
|
| WD01 | Invention patent application deemed withdrawn after publication |