CN204491568U - Optics inclination measurement device - Google Patents
Optics inclination measurement device Download PDFInfo
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- CN204491568U CN204491568U CN201420865711.0U CN201420865711U CN204491568U CN 204491568 U CN204491568 U CN 204491568U CN 201420865711 U CN201420865711 U CN 201420865711U CN 204491568 U CN204491568 U CN 204491568U
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Abstract
The utility model provides a kind of inclination measurement device for measuring underground horizontal deformation, comprise closure casing, cable and plate reading, described closure casing arranges photoelectrical position sensor and laser generator, described laser generator launches a branch of laser beam irradiation straight up on described photoelectrical position sensor, described photoelectrical position sensor by light spot position coordinate information by described cable transmission to described plate reading.By extracting the coordinate information of luminous point, avoid recording distortion numerical value not conform to practical distortion, adopt common optical element and simple current supply circuit simultaneously, avoid the machined piece that some are very accurate, extend the application life of described inclination measurement device, thus greatly reduce cost of production and the use cost of described inclination measurement device.
Description
Technical field
The utility model belongs to underground ground construction survey monitoring field, particularly a kind of optics inclination measurement device.
Background technology
Along with the very fast development of urban construction; highrise building continues to bring out; frequent needs carry out deep pit digging between intensive building, in order to protect the safety of around building and deep foundation ditch self structure, must monitor in work progress to the distortion of deep foundation ditch.
Present stage, the current techique of deep-foundation pit engineering horizontal displacement monitoring was the deformation direction of first anticipation foundation ditch, then inclinometer pipe is buried according to the foundation pit deformation direction of anticipation underground at predetermined measuring point place, inclinometer pipe inwall is offered two groups of guide grooves mutually in 90 °, and make the wherein plane of one group of guide groove and the direction of foundation pit deformation consistent, the different depth place that inclinometer puts into inclinometer pipe along one group of guide groove is measured respectively, the horizontal movement of the different depth at this measuring point place can be monitored.What inclinometer generally adopted is sliding inclinometer, be placed in inclinometer pipe by inclinometer by guide groove, inclinometer is pulled to arrive desired depth place, can measure desired depth place along inclinometer place the horizontal movement increment of the in-plane (i.e. main displacement direction) of guide groove group, measure the horizontal movement increment at different depth place respectively, then obtained the horizontal movement of gaging hole overall length scope by computational analysis.
The operating principle of inclinometer is the character utilizing gravity pendulum to remain vertical direction, record the projection of the inclination angle between instrument axis and pendulum vertical line in main displacement direction, the change at inclination angle can cause the signal of telecommunication to change, and just can know by the displacement increment in main displacement direction of geodesic structure by measuring the signal of telecommunication.In practice of construction, especially for foundation ditch or the underground construction of shape matching complexity, in order to fully understand the horizontal distortion situation of foundation ditch, not only will know the horizontal movement of main displacement direction, and the horizontal movement perpendicular to main displacement direction known by needs.And use existing inclinometer, if the horizontal movement perpendicular to main displacement direction will be measured, just inclinometer half-twist must be re-started measurement, waste time and energy, and inclinometer is also easily damaged in drawing process frequently.
In addition, the inclinometer of current use needs to be equipped with the angle between accurate mechanical device test inclinometer pipe axis and plumb line, thus calculating horizontal movement and the trend curve of each measuring point in inclinometer pipe, single inclinometer is expensive, thus monitoring cost is remained high.
Summary of the invention
The purpose of this utility model is to provide a kind of inclination measurement device for measuring underground horizontal deformation, only measure the horizontal movement of main displacement direction for solving existing inclinometer and accurately cannot express in measured place actual displacement change and measuring process the present situation that wastes time and energy, utilize the inclinometer of light straightline propagation principle, can show that measured place is at the changes in coordinates value Δ x of horizontal plane and Δ y, thus just can the change in displacement situation at true reflected measurement place by one-shot measurement.
For solving the problems of the technologies described above, the utility model is provided for the inclination measurement device measuring underground horizontal deformation, comprise: closure casing, cable and plate reading, in the bottom of described closure casing, one laser generator is set, at the top of described closure casing, photoelectrical position sensor is set, one end of described cable is connected with described photoelectrical position sensor through described closure casing, and the other end of described cable connects described plate reading.
Optionally, also comprise at least two group guide wheels, described guide wheel is all arranged at the outside of described closure casing.
Optionally, comprise guide wheel described in three groups, described in three groups, guide wheel is arranged at intervals at the outside of described closure casing.
Optionally, one group of balance hanging beam mutually arranged in a crossed manner and a flexible lifting rope is also comprised; The two ends of described balance hanging beam are arranged at the inner side of described closure casing respectively, and one end of described flexible lifting rope is connected with the crossing center point of described balance hanging beam, and one end of described flexible lifting rope is connected with described photoelectrical position sensor central point.
Optionally, described laser generator comprises laser diode and dry cell batteries, and described dry cell batteries is connected with described laser diode by wire.
Optionally, described laser generator also comprises a metal ball body and a universal base, and described universal base is fixedly installed on the bottom of described closure casing, and described laser diode is connected with described universal base by described metal ball body.
Optionally, also comprise an Anti-bumping protection cap, described Anti-bumping protection cap is arranged at described closure casing and far holds.
Optionally, also comprise a seal protection cap, described seal protection cap is arranged at the near end of described closure casing.
Optionally, the length of described closure casing is 450mm ~ 550mm.
In terms of existing technologies, the inclination measurement device for measuring underground deep layer Horizontal Deformation provided by the utility model, at least has following useful technique effect:
1, the horizontal movement at comprehensive real reflected measurement point place: described inclination measurement device produces along with ground distortion around surveyed foundation ditch, described photoelectric sensor and described laser generator is driven to produce relative displacement, described laser generator launches a laser beam projects straight up on described photoelectrical position sensor, and described photoelectrical position sensor imports the positional information Δ X of projection luminous point and Δ Y into described plate reading by described cable.That is, only need one-shot measurement both can obtain the displacement increment of X-direction, also the displacement increment of Y-direction can be obtained, and do not need two or more times measurement just can obtain the displacement increment of survey mark different depth, only need one-shot measurement to get final product the horizontal movement at real reflected measurement point place comprehensively, thus can pendulous frequency be reduced.
2, monitoring cost is effectively reduced: on the one hand, described laser generator adopts common light emitting diode, also the current supply circuit adopting very simple described dry cell batteries and described gauge tap composition is that described laser diode is powered, avoid the machined piece of the high precision of some costs, thus reduce the cost of production of described inclination measurement device, described dry cell batteries can be changed, and extends the application life of single described inclination measurement device; On the other hand, described inclination measurement device just can record horizontal movement situation by one-shot measurement all sidedly, avoids repeatedly duplicate measurements, improves monitoring efficiency, reduce further the use cost of described inclination measurement device.
Accompanying drawing explanation
Fig. 1 is the structural representation of the inclination measurement device for measuring underground horizontal deformation of the utility model one embodiment;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is photoelectrical position sensor view in the utility model one embodiment;
Fig. 4 is the structural representation of the inclination measurement device for measuring underground horizontal deformation of another embodiment of the utility model;
Fig. 5 is laser generator current supply circuit schematic diagram in the utility model one embodiment;
Detailed description of the invention
Below in conjunction with accompanying drawing and instantiation to being described in further detail for the inclination measurement device measuring underground horizontal deformation of the utility model proposes.According to the following describes and claims, advantage of the present utility model and feature will be clearer.It should be noted that, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, aid illustration the utility model embodiment lucidly.
Composition graphs 1 and Fig. 2, the utility model one embodiment comprise closure casing 2, cable 3 and plate reading 4 for the inclination measurement device 100 measuring underground deep layer Horizontal Deformation, one laser generator 24 is also set in the bottom of closure casing 2, at the top of closure casing 2, photoelectrical position sensor 23 is set, one end of cable 3 is connected with photoelectrical position sensor 23 through closure casing 2, and the other end of cable 3 connects plate reading 4.
As Fig. 1, usually, laser generator 24 comprises laser diode 243 and dry cell batteries 244, and dry cell batteries 244 is connected with laser diode 243 by wire, for providing power supply for laser diode 243.Because power separately for laser diode 243 by dry cell batteries 244, therefore do not need extra to arrange electricity cable line, inclination measurement device 100 is carried and uses convenient.Conveniently control the on off state of laser diode 243, a gauge tap 25 can be set on current supply circuit, for controlling the switch of laser diode 243.
Composition graphs 1 to Fig. 3, during work, the guide groove of inclination measurement device 100 along the inclinometer pipe 1 buried underground in advance is slowly put into, inventor make use of the principle of light beam travels straight dexterously, optical instrument is arranged in closure casing 2, in the process of underground space construction, inclinometer pipe 1 is along with ground occurred level displacement around, band closure casing 2 is along with the corresponding displacement of generation, the photoelectrical position sensor 23 being positioned at closure casing 2 top is driven to produce identical displacement, when being positioned at laser beam projects straight up that laser generator 24 bottom closure casing 2 launches to photoelectrical position sensor 23, the positional information that photoelectrical position sensor 23 can be projected luminous point passes to plate reading 4 by cable 3 as electronic signals.Because the luminous point projected on photoelectrical position sensor 23 both can obtain Δ X also can obtain Δ Y, that is, two orthogonal directions horizontal movement increments in plane coordinate system can be obtained by one-shot measurement, and not need by twice that even more times is measured and just can complete the monitoring of the horizontal movement to inclinometer pipe 1.
Continue with reference to figure 1, conveniently inclination measurement device 100 slides smoothly in inclinometer pipe 1, can at the arranged outside at least two group guide wheel 5 of closure casing 2, and usually, selection arranges two groups of corresponding guide wheels 5.In order to increase the stability of inclination measurement device 100 in inclinometer pipe 1, as shown in Figure 4, in another embodiment of the present utility model, preferably, can at the arranged outside at least three group guide wheel 5 of closure casing 2, and three groups of guide wheels 5 are arranged at intervals at the outside of closure casing 2.
Continue with reference to figure 1 and Fig. 2, all the time level can be kept to make photoelectrical position sensor 23, only follow inclination measurement device 100 movement in the horizontal direction and the inclination of vertical direction can not be produced, thus avoiding the light spot position in projection light electric position sensor 23 because superposed the vertical tilt displacement of photoelectrical position sensor 23 and the distortion that causes.For this reason, one group of balance hanging beam 21 mutually arranged in a crossed manner and a flexible lifting rope 22 can be also set closure casing 2 inner top; The two ends of balance hanging beam 21 are arranged on the interior wall of closure casing 2 respectively, flexible lifting rope 22 one end is connected with balance hanging beam 21 crossing center point, the other end of flexible lifting rope 22 is connected with photoelectrical position sensor 23 central point, and flexible lifting rope 22 ensure that photoelectrical position sensor 23 still can keep level in closure casing 2 run-off the straight situation.
Continue with reference to figure 1 and Fig. 2, in addition, in order to ensure the accuracy of monitoring result, the light beam that also laser generator 24 will be made to launch remains vertical.For this reason, laser generator 24 also comprises a universal base 241 and metal ball body 242, universal base 241 is fixedly installed on the bottom of closure casing 2, and universal base 241 has a upper end to have the enclosed liquid chamber of removable cover, and laser diode 243 is connected with universal base 241 by metal ball body 242.Specifically, metal ball body 242 can adopt lightness sensation in the upper and heaviness in the lower spheroid, utilize roly-poly principle, the laser diode 243 be positioned in metal ball body 242 is made to remain state straight up, thus make the laser beam emitted by laser diode 243 also remain vertical direction, ensure that laser diode 243 still can keep state straight up when closure casing 2 run-off the straight with this.Conveniently change dry cell batteries 244, dry cell batteries 244 can be arranged on bottom universal base 241.
In the work progress of reality, often there will be in inclinometer pipe and there is foreign matter or ponding situation, in order to prevent foreign matter the optical element in closure casing 2 caused and clash into infringement, far away the end at closure casing 2 can be provided with Anti-bumping protection cap 8; Meanwhile, also can enter closure casing 2 internal damage dry cell batteries 244, control to open the light 25 and current supply circuit by anti-sealing.Because one end of cable 3 is connected with optic position sensor 23 through closure casing 2 near end; the threading hole of closure casing 2 near end is provided with seal protection cap 7, and seal protection cap 7 can prevent foreign matter and water from entering closure casing 2 internal damage optical element.
In the work progress of reality, according to the requirement of construction monitoring, in inclinometer pipe, a Horizontal Deformation to be carried out every 500mm and measure, for this reason, the length of closure casing 2 can be set to 450mm ~ 550mm.The multiple inclination measurement device 100 of convenient layout is measured simultaneously, can improve monitoring efficiency further.
In sum, inclination measurement device of the present utility model can realize one-shot measurement just can draw the horizontal movement of measured point two mutually perpendicular directions, more can reflect ground deformation around measured point truly, also effectively decrease pendulous frequency simultaneously, thus greatly reduce testing cost in Practical Project; Further, inclination measurement device of the present utility model have employed common light emitting diode and simple current supply circuit, significantly reduces the cost of production of inclination measurement device.
Foregoing description is only the description to the utility model preferred embodiment; any restriction not to the utility model scope; any change that the those of ordinary skill in the utility model field does according to above-mentioned disclosure, modification, all belong to the protection domain of claims.
Claims (9)
1. for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, comprise: closure casing, cable and plate reading, in the bottom of described closure casing, one laser generator is set, at the top of described closure casing, photoelectrical position sensor is set, one end of described cable is connected with described photoelectrical position sensor through described closure casing, and the other end of described cable connects described plate reading.
2. as claimed in claim 1 for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, also comprise at least two group guide wheels, described guide wheel is all arranged at the outside of described closure casing.
3. as claimed in claim 2 for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, comprise guide wheel described in three groups, described in three groups, guide wheel is arranged at intervals at the outside of described closure casing.
4. as claimed any one in claims 1 to 3 for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, also comprising one group of balance hanging beam mutually arranged in a crossed manner and a flexible lifting rope; The two ends of described balance hanging beam are arranged at the inner side of described closure casing respectively, and one end of described flexible lifting rope is connected with the crossing center point of described balance hanging beam, and one end of described flexible lifting rope is connected with described photoelectrical position sensor central point.
5. as claimed in claim 4 for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, described laser generator comprises laser diode and dry cell batteries, and described dry cell batteries is connected with described laser diode by wire.
6. as claimed in claim 4 for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, described laser generator also comprises a metal ball body and a universal base, described universal base is fixedly installed on the bottom of described closure casing, and described laser diode is connected with described universal base by described metal ball body.
7. as claimed in claim 4 for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, also comprise an Anti-bumping protection cap, described Anti-bumping protection cap is arranged at described closure casing and far holds.
8. as claimed in claim 4 for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, also comprise a seal protection cap, described seal protection cap is arranged at the near end of described closure casing.
9. as claimed in claim 4 for measuring the optics inclination measurement device of underground horizontal deformation, it is characterized in that, the length of described closure casing is 450mm ~ 550mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420865711.0U CN204491568U (en) | 2014-12-26 | 2014-12-26 | Optics inclination measurement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420865711.0U CN204491568U (en) | 2014-12-26 | 2014-12-26 | Optics inclination measurement device |
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| Publication Number | Publication Date |
|---|---|
| CN204491568U true CN204491568U (en) | 2015-07-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420865711.0U Active CN204491568U (en) | 2014-12-26 | 2014-12-26 | Optics inclination measurement device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563080A (en) * | 2014-12-26 | 2015-04-29 | 上海建工集团股份有限公司 | Optical inclination measuring device |
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2014
- 2014-12-26 CN CN201420865711.0U patent/CN204491568U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563080A (en) * | 2014-12-26 | 2015-04-29 | 上海建工集团股份有限公司 | Optical inclination measuring device |
| CN104563080B (en) * | 2014-12-26 | 2016-09-14 | 上海建工集团股份有限公司 | Optics inclination measurement device |
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