CN205079742U - A device for bridge concrete member size detection - Google Patents
A device for bridge concrete member size detection Download PDFInfo
- Publication number
- CN205079742U CN205079742U CN201520733970.2U CN201520733970U CN205079742U CN 205079742 U CN205079742 U CN 205079742U CN 201520733970 U CN201520733970 U CN 201520733970U CN 205079742 U CN205079742 U CN 205079742U
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- measuring instrument
- infrared ambulator
- bearing
- angel measuring
- support
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Abstract
The utility model relates to a device for bridge concrete member size detection belongs to bridge test equipment technology field. The utility model discloses the device is by vertical direction infrared range finder 1, the horizontal angle measuring apparatu 2, upper strata vertical angle measuring apparatu 3, angular surveying appearance fixing bolt 4, connect support 5, cylindrical horizontal seat 6, horizontal ware 7, support 8, scope 9, cylindrical rotatory support 10, the tripod support 11, the data transmission cable line 12, data storage equipment 13, center infrared range finder 14, horizontal direction infrared range finder 15, the vertical angle of lower floor measuring apparatu 16, scope fixing bolt 17 constitutes. The utility model has the advantages of: 1, the detection precision is high, can reflect the detection condition of bridge concrete member size comprehensively, 2, easy operation, work efficiency is high, and the energy saving and emission reduction effect is obvious, and the data collection volume is bigger, 3, time measuring is examined to this device does not need measurement personnel climbing cliff abrupt slope, and the security performance is high.
Description
Technical field:
The utility model relates to a kind of device detected for bridge concrete scantling, belongs to Bridge Testing Equipment technical field.
Background technology:
This technical applications is mainly for following three class bridges: 1, at bridge construction beam; 2, the needs that are about to be open to traffic carry out the bridge detected of handing over; 3, the bridge carrying out competition testing is needed after being open to traffic.All size detection must be carried out to its concrete component size according to Department of Transportation's relevant regulations; To guarantee the use procedure Bridge energy safe operation that is open to traffic.Usually the method adopted when carrying out bridge concrete scantling and detecting at present is that testing staff uses steel tape directly to measure the conventional method of bridge concrete scantling.But still there are three problems in above method in actual testing: 1, metrical error is large, when detecting bridge concrete component size, steel ruler is adopted to detect, but the situation of sagging, distortion, distortion is often there will be at actual building-site steel ruler, the factors such as strategically located and difficult of access by extraneous wind, landform during detection, human users affect more, so metrical error is larger; 2, inefficiency, when using steel ruler to carry out concrete component detection, could detect because testing staff needs to arrive near component, but in real work, testing staff needs could arrive near component by bridge-checking vehicle or climbing steep cliff abrupt slope, so the steel ruler direct method of measurement detects bridge concrete component size inefficiency; 3, potential safety hazard is large, when using the steel ruler direct method of measurement to detect bridge concrete component size, testing staff could need arrive near component by bridge-checking vehicle or climbing steep cliff abrupt slope, when climbing steep cliff abrupt slope, testing staff faces huge potential safety hazard, the dangerous situations such as tumble injury, falling rocks are wounded, the sliding pendant in abrupt slope usually occur, sometimes testing staff's cost that even can give one's life for, thus the steel ruler direct method of measurement to detect bridge concrete component size potential safety hazard large.
For overcoming the shortcoming that existing highway bridge concrete component size detecting device metrical error is large, inefficiency, potential safety hazard are large, provide the utility model.By literature search, the open report identical with the utility model is had no.
Summary of the invention:
The purpose of this utility model is to provide a kind of simple to operate, bridge concrete scantling pick-up unit that accuracy of detection is high, is detected bridge concrete scantling by the checkout equipment that device is installed.
Bridge concrete scantling pick-up unit of the present utility model, is made up of vertical direction infrared ambulator 1, level angle measurer 2, upper vertical angel measuring instrument 3, angel measuring instrument set bolt 4, connection bearing 5, cylindrical horizontal bearing 6, horizon equipment 7, support 8, scope 9, column shaped rotating bearing 10, tripod cradle 11, data cable line 12, Data Holding Equipment 13, center infrared ambulator 14, horizontal direction infrared ambulator 15, lower vertical angel measuring instrument 16, scope set bolt 17;
Its assembly relation is: be connected with a gage beam on the left of level angle measurer 2 on the right side of center infrared ambulator 14, center infrared ambulator 14 top is connected with a gage beam of upper vertical angel measuring instrument 3 bottom, be connected with on the left of horizontal direction infrared ambulator 15 outside level angle measurer 2 another gage beam, level angle measurer 2 rear end be connected bearing 5 and connect, upper vertical angel measuring instrument 3 top is connected with vertical direction infrared ambulator 1 bottom, upper vertical angel measuring instrument 3 rear end be connected bearing 5 and connect, connect bearing 5 top and left side setting angle measuring instrument set bolt 4 respectively, center infrared ambulator 14 bottom is connected with a gage beam on lower vertical angel measuring instrument 16 top, a gage beam of lower vertical angel measuring instrument 16 bottom connects and is connected with cylindrical horizontal bearing 6 upper right, lower vertical angel measuring instrument 16 rear end setting angle measuring instrument set bolt 4, cylindrical horizontal bearing 6 upper left-hand is connected with support 8 bottom, support 8 upper inner is connected with scope 9 left and right sides, support 8 upper left-hand installs scope set bolt 17, horizon equipment 7 is installed in front end, cylindrical horizontal bearing 6 top, cylindrical horizontal bearing 6 bottom is connected with column shaped rotating bearing 10 top, column shaped rotating bearing 10 bottom is connected with tripod cradle 11 top, data cable line 12 one end respectively with vertical direction infrared ambulator 1 center infrared ambulator 14, horizontal direction infrared ambulator 15, upper vertical angel measuring instrument 3 and lower vertical angel measuring instrument 16, level angle measurer 2 connects, the other end is connected with Data Holding Equipment 13.
The product that the utility model adopts market to buy and material are reequiped according to a conventional method or prepare.
The utility model has the advantage of:
1, accuracy of detection is high, the data gathered by three infrared ambulators and angle recordings instrument, comprehensively the detection case of reflection bridge concrete scantling;
2, work efficiency is high, does not need to employ bridge inspection vehicle, and only need 1 testing staff during detection, simple to operate, work efficiency is high, and effects of energy saving and emission reduction is obvious, and piecewise acquisition data as required, compare existing equipment accuracy of detection higher, and image data amount is larger;
3, security performance is high, and do not need testing staff to climb steep cliff abrupt slope when this device detects, the size of any position of Data Detection bridge concrete component gathered by infrared ambulator and angle recordings instrument, compares existing equipment security performance high.
Accompanying drawing illustrates:
Fig. 1 is that the utility model structure (master) looks schematic diagram;
Fig. 2 is that schematic diagram is looked on the utility model structure left side;
Fig. 3 is that schematic diagram is looked on the utility model structure right side;
Fig. 4 is the utility model structure schematic rear view;
Fig. 5 is the utility model structure schematic top plan view;
Fig. 6 is utility model works stateful connection schematic diagram;
Embodiment:
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in the figure, bridge concrete scantling pick-up unit of the present utility model, is made up of vertical direction infrared ambulator 1, level angle measurer 2, upper vertical angel measuring instrument 3, angel measuring instrument set bolt 4, connection bearing 5, cylindrical horizontal bearing 6, horizon equipment 7, support 8, scope 9, column shaped rotating bearing 10, tripod cradle 11, data cable line 12, Data Holding Equipment 13, center infrared ambulator 14, horizontal direction infrared ambulator 15, lower vertical angel measuring instrument 16, scope set bolt 17;
Each several part part major function is: vertical direction infrared ambulator 1 gathers the range data between observation station to concrete measuring point, level angle measurer 2 gathers the angle between vertical direction infrared ambulator 1 and center infrared ambulator 14, upper vertical angel measuring instrument 3 gathers the angle between horizontal direction infrared ambulator 15 and center infrared ambulator 14, lower vertical angel measuring instrument 16 gathers the angle of center infrared ambulator 14 and cylindrical horizontal bearing 6, angel measuring instrument set bolt 4 is for fixed angle measuring instrument, connect bearing 5 be used for connection three (numbering: 2, 3, 16) angel measuring instrument, cylindrical horizontal bearing 6 function is connecting components levels operation platform, horizon equipment 7 function is the horizontality of test cylindrical horizontal bearing 6, support 8 function supports scope 9, scope 9 function is point position on the remote concrete component of observation, column shaped rotating bearing 10 function is adjustment point position, tripod cradle 11 function connects whole operating platform and tripod, data cable line 12 function is that each data collection data of transmission is to Data Holding Equipment 13, Data Holding Equipment 13 storage of collected to data and calculated the data collected fast by trigonometric function equation, center infrared ambulator 14 gathers the range data between observation station to concrete measuring point, horizontal direction infrared ambulator 15 gathers the range data between observation station to concrete measuring point, lower vertical angel measuring instrument 16 gathers the angle between center infrared ambulator 14 and cylindrical horizontal bearing 6, scope set bolt 17 is for fixed observer telescope.
The product that the utility model adopts market to buy and material are reequiped according to a conventional method or prepare.
The course of work of the present utility model is as follows:
First erecting device, adjustment cylindrical horizontal bearing 6 is to horizontality, according to the size situation of on-site concrete component, by adjustment vertical direction infrared ambulator 1, center infrared ambulator 14, horizontal direction infrared ambulator 15, level angle measurer 2, upper vertical angel measuring instrument 3, lower vertical angel measuring instrument 16, column shaped rotating bearing 10 (method deletion), connection and reasonable arrangement measuring point.Can assist to arrange point position with scope 9.
On-site data gathering, size adjustment cylindrical horizontal bearing 6 according to on-the-spot pier stud arrives horizontality, according to the size situation of on-site concrete component, by adjustment vertical direction infrared ambulator 1, center infrared ambulator 14, horizontal direction infrared ambulator 15, level angle measurer 2, upper vertical angel measuring instrument 3, lower vertical angel measuring instrument 16, column shaped rotating bearing 10, reasonable Arrangement measuring point, prioritizing selection concrete masterplate seam or element joints is answered during point layout, collection Distance geometry angle-data after point layout completes.Data Holding Equipment 13 gathers and storage data at Pen-down detection button.
Data analysis, the range data gathered by vertical direction infrared ambulator 1, center infrared ambulator 14, horizontal direction infrared ambulator 15, level angle measurer 2, upper vertical angel measuring instrument 3, lower vertical angel measuring instrument 16 and angle-data, use conventional trigonometric function computing formula, calculate the horizontal range between two horizontal measuring points, calculate vertical range between two vertical measuring points, then pass judgment on bridge concrete scantling according to correlation detection technology specification and whether meet design specifications requirement.
Practical application shows, the utility model reaches purpose of design and testing requirement completely.
Claims (1)
1. the device detected for bridge concrete scantling, it is characterized in that this device is by vertical direction infrared ambulator (1), level angle measurer (2), upper vertical angel measuring instrument (3), angel measuring instrument set bolt (4), connect bearing (5), cylindrical horizontal bearing (6), horizon equipment (7), support (8), scope (9), column shaped rotating bearing (10), tripod cradle (11), data cable line (12), Data Holding Equipment (13), center infrared ambulator (14), horizontal direction infrared ambulator (15), lower vertical angel measuring instrument (16), scope set bolt (17) forms, its assembly relation is as follows:
Center infrared ambulator (14) right side is connected with a gage beam in level angle measurer (2) left side, center infrared ambulator (14) top is connected with a gage beam of upper vertical angel measuring instrument (3) bottom, be connected with horizontal direction infrared ambulator (15) left side outside level angle measurer (2) another gage beam, level angle measurer (2) rear end be connected bearing (5) and connect, upper vertical angel measuring instrument (3) top is connected with vertical direction infrared ambulator (1) bottom, upper vertical angel measuring instrument (3) rear end be connected bearing (5) and connect, connect bearing (5) top and left side setting angle measuring instrument set bolt (4) respectively, center infrared ambulator (14) bottom is connected with a gage beam on lower vertical angel measuring instrument (16) top, a gage beam of lower vertical angel measuring instrument (16) bottom connects and is connected with cylindrical horizontal bearing (6) upper right, lower vertical angel measuring instrument (16) rear end setting angle measuring instrument set bolt (4), cylindrical horizontal bearing (6) upper left-hand is connected with support (8) bottom, support (8) upper inner is connected with scope (9) left and right sides, support (8) upper left-hand installs scope set bolt (17), horizon equipment (7) is installed in cylindrical horizontal bearing (6) front end, top, cylindrical horizontal bearing (6) bottom is connected with column shaped rotating bearing (10) top, column shaped rotating bearing (10) bottom is connected with tripod cradle (11) top, data cable line (12) one end respectively with vertical direction infrared ambulator (1) center infrared ambulator (14), horizontal direction infrared ambulator (15), upper vertical angel measuring instrument (3) and lower vertical angel measuring instrument (16), level angle measurer (2) connects, the other end is connected with Data Holding Equipment (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520733970.2U CN205079742U (en) | 2015-09-22 | 2015-09-22 | A device for bridge concrete member size detection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520733970.2U CN205079742U (en) | 2015-09-22 | 2015-09-22 | A device for bridge concrete member size detection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205079742U true CN205079742U (en) | 2016-03-09 |
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ID=55432145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520733970.2U Withdrawn - After Issue CN205079742U (en) | 2015-09-22 | 2015-09-22 | A device for bridge concrete member size detection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205079742U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105115435A (en) * | 2015-09-22 | 2015-12-02 | 云南省公路科学技术研究院 | Apparatus of detecting the dimension of concrete members of a bridge through infrared rays |
-
2015
- 2015-09-22 CN CN201520733970.2U patent/CN205079742U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105115435A (en) * | 2015-09-22 | 2015-12-02 | 云南省公路科学技术研究院 | Apparatus of detecting the dimension of concrete members of a bridge through infrared rays |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160309 Effective date of abandoning: 20170804 |