CN104976961A - Remote automatic tunnel deformation monitoring system and control method - Google Patents
Remote automatic tunnel deformation monitoring system and control method Download PDFInfo
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- CN104976961A CN104976961A CN201510416389.2A CN201510416389A CN104976961A CN 104976961 A CN104976961 A CN 104976961A CN 201510416389 A CN201510416389 A CN 201510416389A CN 104976961 A CN104976961 A CN 104976961A
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Abstract
The invention provides a remote automatic tunnel deformation monitoring system, which comprises multiple section scanning device, a positioning device, a reference point, a contorl unit and multiple reflecting prisms. The invention also provides a control method based on the above mentioned remote automatic tunnel deformation monitoring system. The system and the method have the beneficial effects of greatly reducing the monitoring system cost, expanding the coverage range of the monitoring system and improving monitoring integrity.
Description
Technical field
The present invention relates to a kind of tunnel safety monitoring technology, particularly relate to a kind of tunnel deformation remote automation monitoring system and control method.
Background technology
Along with the progress of communication, subterranean tunnel facility has become the important component part of urban transporting system.Along with the expansion of urban transportation scale, residing for subterranean tunnel facility, environment also becomes increasingly complex, massif or heavy construction component is there is above some tunnels facility, even also likely there is other tunnels at tunnel upper or below, region below massif or heavy construction component and the overlapping region between tunnel all belong to high risk zone, easy generation sedimentation, subside, the disaster such as displacement, in order to disaster prevention and danger avoidance, be necessary to carry out round-the-clock continual monitoring to the tunnel in high risk zone; In prior art, the high-precision robot measurement of general employing is monitored tunnel structure deformation; Problems existing is: because robot measurement price is high, in Practical Project, generally only lay robot measurement in the key area that scope is less, cause monitored area limited, and due to robot measurement precise structure, technical sophistication, the maintaining cost in later stage is also very surprising.
Summary of the invention
For the problem in background technology, the present invention proposes a kind of tunnel deformation remote automation monitoring system, its innovation is: described tunnel deformation remote automation monitoring system is made up of multiple profile scanning device, locating device, reference point, control module and a multiple reflecting prism; Formation monitoring section, high risk zone in tunnel, within the scope of monitoring section, along tunnel bearing of trend, multiple monitoring section is set, single monitoring section overlaps with the tunnel cross section of corresponding position, the intersection of monitoring section and tunnel inner wall is formed monitors line, and multiple monitoring point chosen by every bar monitoring line, and each monitoring point place all arranges a reflecting prism; Each monitoring section place is provided with a profile scanning device, profile scanning device is positioned on monitoring line, profile scanning device can make one-dimensional scanning, and the plane of scanning motion of profile scanning device overlaps with monitoring section, and the pedestal of each profile scanning device is provided with a reflecting prism; Reference point is arranged at outside the scope of monitoring section, and reference point is provided with reflecting prism; Locating device is arranged on the tunnel inner wall in the middle part of monitoring section, and locating device can do two-dimensional scan; Profile scanning device and locating device all adopt transmitting-receiving integrated laser detector; Described profile scanning device and locating device are all electrically connected with control module.
With high costs in order to solve robot measurement, be difficult to the problem laid on a large scale, the present invention adopts lower-cost transmitting-receiving integrated laser detector to build monitoring system, because cost significantly reduces, tunnel deformation remote automation monitoring system of the present invention can be laid on a large scale, or even gamut laying is carried out to tunnel, simultaneously, based on the transmitting-receiving integrated laser detector technology that degree of ripeness is higher, accuracy and the reliability of monitoring can be protected, be aided with control method of the present invention again, make to adopt the monitoring system of the present invention program can obtain good monitoring effect, and have benefited from the expansion of monitoring range, that monitors is comprehensive better.
Preferably, described multiple profile scanning device is located along the same line.
Based on aforementioned schemes, the invention also discloses a kind of tunnel deformation remote automation monitoring system control method, as previously mentioned, its innovation is involved hardware:
After tunnel deformation remote automation monitoring system is put up, the relative position in various device and tunnel in tunnel deformation remote automation monitoring system is depicted as electronic chart, described electronic chart stores in a control unit; After tunnel deformation remote automation monitoring system puts into operation, first carry out learning manipulation by the mode of step (1) to (3):
(1) relative position of locating device to reference point and locating device is driven to carry out initial alignment: when the laser signal that the reflecting prism that locating device receives datum is reflected back, record is carried out in the Laser emission direction of control module to locating device, meanwhile, control module also records the distance between locating device and reference point; In this step, the Laser emission direction of the locating device be recorded to is designated as direction A; Distance between locating device and reference point is designated as distance A;
(2) locating device is driven to carry out initial alignment to multiple profile scanning device: when the laser signal that the reflecting prism that locating device receives a certain profile scanning device place is reflected back, record is carried out in the Laser emission direction of control module to locating device, meanwhile, control module also records the distance between locating device and profile scanning device; In this step, the Laser emission direction of the locating device be recorded to is designated as direction B, and multiple profile scanning device is corresponding multiple directions B respectively; Distance between locating device and profile scanning device is designated as distance B, and multiple profile scanning device is corresponding multiple distance B respectively;
(3) profile scanning device is driven to scan one by one the monitoring point on each self-corresponding monitoring section: when the laser signal that the reflecting prism that profile scanning device receives a certain monitoring point place is reflected back, record is carried out in the Laser emission direction of control module to profile scanning device, meanwhile, control module also records the distance between profile scanning device and monitoring point; In this step, the Laser emission direction of the profile scanning device be recorded to is designated as direction C, and multiple monitoring point is corresponding multiple directions C respectively; Distance between profile scanning device and monitoring point is designated as distance C, and multiple monitoring point is corresponding multiple distance C respectively;
After learning manipulation terminates, tunnel deformation remote automation monitoring system carries out subsequent operation as follows:
A) reorientate the relative position of reference point and locating device: when reorientating, the Laser emission angle of locating device is adjusted to direction A, locating device controls the outside Emission Lasers signal of locating device after regulating and putting in place;
If locating device receives corresponding reflected signal, then obtain the current distance between locating device and reference point, and calculate the difference of current distance and distance A: if difference is 0, then directly enter step B), if difference is not 0, then, after difference being sent to rear technician, enter step B); During concrete enforcement, can be aforementioned difference and set a secure threshold, if difference is within the scope of secure threshold, then think that the relative position of reference point and locating device does not change, directly continue subsequent operation, if difference surmounts secure threshold scope, then think that the relative position of reference point and locating device changes, now, except proceeding subsequent operation, also need difference to be sent to rear technician to carry out corresponding analysis process;
If locating device does not receive corresponding reflected signal, then enter step D);
B) multiple profile scanning device is reorientated: drive positioning unit, make Laser emission angle successively parked a period of time under multiple directions B condition of locating device;
When locating device is parked, control locating device outside Emission Lasers signal: if in parked period, locating device receives corresponding reflected signal, then obtain the current distance between locating device and corresponding profile scanning device, and then drive positioning unit continues to move to next parked position; If in parked period, locating device does not receive corresponding reflected signal, be then labeled as by the profile scanning device corresponding to current direction B and treat diagnostic device, and drive positioning unit continues to move to next parked position;
Device to be positioned is treated diagnostic device if do not exist, is then entered step C after all having carried out once reorientating to all profile scanning devices); If exist and treat diagnostic device, then enter step e);
C) current distance got compares with corresponding distance B by control module: if all current distance are all equal with the numerical value of each self-corresponding distance B, then this operation terminates, and waits for that the follow-up detection window phase arrives; If any one in current distance is unequal with the numerical value of corresponding distance B, then enter step F); With steps A) in set the mode of secure threshold similarly, in practical operation, for distance B sets corresponding threshold value.
D) locating device is controlled periodically to reference point Emission Lasers signal:
If several week after date continuously, locating device still cannot receive corresponding reflected signal, then control module rearward technician send locating device fault-signal, and enter step B);
If before the end cycle of setting, locating device have received corresponding reflected signal, then control module rearward technician send fault and get rid of signal, meanwhile, obtain the current distance between locating device and reference point, and calculate the difference of current distance and distance A: if difference is 0, then directly enter step B), if difference is not 0, then, after difference being sent to rear technician, enter step B);
E) drive locating device to treat diagnostic device and position diagnostic operation one by one:
Drive positioning unit, make the Laser emission angle of locating device successively parked a period of time under each direction B condition treated corresponding to diagnostic device, the Laser emission angle of locating device a certain when the direction B corresponding to diagnostic device is parked, control locating device and outwards launch repeatedly laser signal: if after emitting times reaches the numerical value of setting, still do not receive corresponding reflected signal, then current correspondence is treated that diagnostic device is labeled as fault by control module, and then drive positioning unit continues to treat that the direction B corresponding to diagnostic device moves to follow-up; If before emitting times reaches the numerical value of setting, have received corresponding reflected signal, then obtain locating device and the corresponding current distance treated between diagnostic device, then drive positioning unit continues to treat that the direction B corresponding to diagnostic device moves to follow-up;
Device to be positioned is to all after diagnostic device has all carried out one-time positioning diagnostic operation, if do not treat, diagnostic device is marked as fault, then enter step C), be marked as fault if need diagnostic device, then enter step G);
F) after the current distance got and corresponding distance B are asked difference by control module, difference is labeled in the correspondence position on electronic chart, the electronic chart having marked difference forms surveillance map, surveillance map is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
G) current distance got carries out asking poor with corresponding distance B by control module, then, difference and the position for the treatment of diagnostic device being labeled as fault are labeled on electronic chart by control module simultaneously, respective electronic map forms malfunction monitoring figure, malfunction monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
Abovementioned steps A) to G) operation, be designated as reorientation operation, in operational process, just run reorientation operation at interval of certain hour;
In the process that reorientation operation runs, control module also synchro control profile scanning device does following operation:
(1) transmission profile scanning device moves along the plane of scanning motion of self, profile scanning device is all parked certain hour under the direction C condition of each monitoring point of correspondence, time parked, profile scanning device outside Emission Lasers signal: if in parked period, profile scanning device receives corresponding reflected signal, then obtain the current distance between profile scanning device and monitoring point, then transmission profile scanning device continues to move to next parked position; If in parked period, profile scanning device does not receive corresponding reflected signal, then the monitoring point corresponding to current direction C is labeled as point to be confirmed, and transmission profile scanning device continues to move to next parked position;
After profile scanning device has all carried out single pass to all monitoring points, if there is not point to be confirmed, then enter step (two), if there is point to be confirmed, then enter step (three);
(2) current distance got carries out asking poor with corresponding distance C by control module: if all current distance are all equal with the numerical value of each self-corresponding distance C, then this operation terminates, and waits for that the follow-up detection window phase arrives; If any one in current distance is unequal with the numerical value of corresponding distance C, then corresponding difference is labeled in the corresponding position on electronic chart by control module, respective electronic map forms cross-section monitoring figure, after cross-section monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
(3) with the both direction C corresponding to the monitoring point of to be confirmed some both sides for border, control section scanister scans the region within border, in scanning process profile scanning device outwards continue Emission Lasers signal; In scanning process, if profile scanning device receives and corresponding reflected signal to be confirmed, then obtain the current distance between point to be confirmed and profile scanning device and record current laser signal transmit direction; If after the end of scan, do not receive corresponding reflected signal, then this point to be confirmed is labeled as trouble spot;
If all monitoring sections all do not exist trouble spot, then enter step (two); If there is trouble spot in arbitrary monitoring section, then the current distance got carries out asking poor with corresponding distance C by control module, and difference and position of failure point are labeled on electronic chart, respective electronic map forms fault cross-section monitoring figure, after fault cross-section monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
The operation of abovementioned steps () to (three), is designated as cross-section monitoring operation, in operational process, just runs a cross-section monitoring operation at interval of certain hour.
Advantageous Effects of the present invention is: the cost that significantly can reduce monitoring system, and the coverage of monitoring system is expanded, and improves the comprehensive of monitoring.
Accompanying drawing explanation
Fig. 1, monitoring principle schematic diagram of the present invention;
Fig. 2, monitoring section place locations of structures schematic diagram;
In figure each mark corresponding to title be respectively: locating device 1, profile scanning device 2, monitoring point 3.
Embodiment
A kind of tunnel deformation remote automation monitoring system, its innovation is: described tunnel deformation remote automation monitoring system is made up of multiple profile scanning device, locating device, reference point, control module and a multiple reflecting prism; Formation monitoring section, high risk zone in tunnel, within the scope of monitoring section, along tunnel bearing of trend, multiple monitoring section is set, single monitoring section overlaps with the tunnel cross section of corresponding position, the intersection of monitoring section and tunnel inner wall is formed monitors line, and multiple monitoring point chosen by every bar monitoring line, and each monitoring point place all arranges a reflecting prism; Each monitoring section place is provided with a profile scanning device, profile scanning device is positioned on monitoring line, profile scanning device can make one-dimensional scanning, and the plane of scanning motion of profile scanning device overlaps with monitoring section, and the pedestal of each profile scanning device is provided with a reflecting prism; Reference point is arranged at outside the scope of monitoring section, and reference point is provided with reflecting prism; Locating device is arranged on the tunnel inner wall in the middle part of monitoring section, and locating device can do two-dimensional scan; Profile scanning device and locating device all adopt transmitting-receiving integrated laser detector; Described profile scanning device and locating device are all electrically connected with control module.
Further, described multiple profile scanning device is located along the same line.
A kind of tunnel deformation remote automation monitoring system control method, involved hardware comprises: described tunnel deformation remote automation monitoring system is made up of multiple profile scanning device, locating device, reference point, control module and a multiple reflecting prism; Formation monitoring section, high risk zone in tunnel, within the scope of monitoring section, along tunnel bearing of trend, multiple monitoring section is set, single monitoring section overlaps with the tunnel cross section of corresponding position, the intersection of monitoring section and tunnel inner wall is formed monitors line, and multiple monitoring point chosen by every bar monitoring line, and each monitoring point place all arranges a reflecting prism; Each monitoring section place is provided with a profile scanning device, profile scanning device is positioned on monitoring line, profile scanning device can make one-dimensional scanning, and the plane of scanning motion of profile scanning device overlaps with monitoring section, and the pedestal of each profile scanning device is provided with a reflecting prism; Reference point is arranged at outside the scope of monitoring section, and reference point is provided with reflecting prism; Locating device is arranged on the tunnel inner wall in the middle part of monitoring section, and locating device can do two-dimensional scan; Profile scanning device and locating device all adopt transmitting-receiving integrated laser detector; Described profile scanning device and locating device are all electrically connected with control module; Its innovation is:
After tunnel deformation remote automation monitoring system is put up, the relative position in various device and tunnel in tunnel deformation remote automation monitoring system is depicted as electronic chart, described electronic chart stores in a control unit; After tunnel deformation remote automation monitoring system puts into operation, first carry out learning manipulation by the mode of step (1) to (3):
(1) relative position of locating device to reference point and locating device is driven to carry out initial alignment: when the laser signal that the reflecting prism that locating device receives datum is reflected back, record is carried out in the Laser emission direction of control module to locating device, meanwhile, control module also records the distance between locating device and reference point; In this step, the Laser emission direction of the locating device be recorded to is designated as direction A; Distance between locating device and reference point is designated as distance A;
(2) locating device is driven to carry out initial alignment to multiple profile scanning device: when the laser signal that the reflecting prism that locating device receives a certain profile scanning device place is reflected back, record is carried out in the Laser emission direction of control module to locating device, meanwhile, control module also records the distance between locating device and profile scanning device; In this step, the Laser emission direction of the locating device be recorded to is designated as direction B, and multiple profile scanning device is corresponding multiple directions B respectively; Distance between locating device and profile scanning device is designated as distance B, and multiple profile scanning device is corresponding multiple distance B respectively;
(3) profile scanning device is driven to scan one by one the monitoring point on each self-corresponding monitoring section: when the laser signal that the reflecting prism that profile scanning device receives a certain monitoring point place is reflected back, record is carried out in the Laser emission direction of control module to profile scanning device, meanwhile, control module also records the distance between profile scanning device and monitoring point; In this step, the Laser emission direction of the profile scanning device be recorded to is designated as direction C, and multiple monitoring point is corresponding multiple directions C respectively; Distance between profile scanning device and monitoring point is designated as distance C, and multiple monitoring point is corresponding multiple distance C respectively;
After learning manipulation terminates, tunnel deformation remote automation monitoring system carries out subsequent operation as follows:
A) reorientate the relative position of reference point and locating device: when reorientating, the Laser emission angle of locating device is adjusted to direction A, locating device controls the outside Emission Lasers signal of locating device after regulating and putting in place;
If locating device receives corresponding reflected signal, then obtain the current distance between locating device and reference point, and calculate the difference of current distance and distance A: if difference is 0, then directly enter step B), if difference is not 0, then, after difference being sent to rear technician, enter step B);
If locating device does not receive corresponding reflected signal, then enter step D);
B) multiple profile scanning device is reorientated: drive positioning unit, make Laser emission angle successively parked a period of time under multiple directions B condition of locating device;
When locating device is parked, control locating device outside Emission Lasers signal: if in parked period, locating device receives corresponding reflected signal, then obtain the current distance between locating device and corresponding profile scanning device, and then drive positioning unit continues to move to next parked position; If in parked period, locating device does not receive corresponding reflected signal, be then labeled as by the profile scanning device corresponding to current direction B and treat diagnostic device, and drive positioning unit continues to move to next parked position;
Device to be positioned is treated diagnostic device if do not exist, is then entered step C after all having carried out once reorientating to all profile scanning devices); If exist and treat diagnostic device, then enter step e);
C) current distance got compares with corresponding distance B by control module: if all current distance are all equal with the numerical value of each self-corresponding distance B, then this operation terminates, and waits for that the follow-up detection window phase arrives; If any one in current distance is unequal with the numerical value of corresponding distance B, then enter step F);
D) locating device is controlled periodically to reference point Emission Lasers signal:
If several week after date continuously, locating device still cannot receive corresponding reflected signal, then control module rearward technician send locating device fault-signal, and enter step B);
If before the end cycle of setting, locating device have received corresponding reflected signal, then control module rearward technician send fault and get rid of signal, meanwhile, obtain the current distance between locating device and reference point, and calculate the difference of current distance and distance A: if difference is 0, then directly enter step B), if difference is not 0, then, after difference being sent to rear technician, enter step B);
E) drive locating device to treat diagnostic device and position diagnostic operation one by one:
Drive positioning unit, make the Laser emission angle of locating device successively parked a period of time under each direction B condition treated corresponding to diagnostic device, the Laser emission angle of locating device a certain when the direction B corresponding to diagnostic device is parked, control locating device and outwards launch repeatedly laser signal: if after emitting times reaches the numerical value of setting, still do not receive corresponding reflected signal, then current correspondence is treated that diagnostic device is labeled as fault by control module, and then drive positioning unit continues to treat that the direction B corresponding to diagnostic device moves to follow-up; If before emitting times reaches the numerical value of setting, have received corresponding reflected signal, then obtain locating device and the corresponding current distance treated between diagnostic device, then drive positioning unit continues to treat that the direction B corresponding to diagnostic device moves to follow-up;
Device to be positioned is to all after diagnostic device has all carried out one-time positioning diagnostic operation, if do not treat, diagnostic device is marked as fault, then enter step C), be marked as fault if need diagnostic device, then enter step G);
F) after the current distance got and corresponding distance B are asked difference by control module, difference is labeled in the correspondence position on electronic chart, the electronic chart having marked difference forms surveillance map, surveillance map is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
G) current distance got carries out asking poor with corresponding distance B by control module, then, difference and the position for the treatment of diagnostic device being labeled as fault are labeled on electronic chart by control module simultaneously, respective electronic map forms malfunction monitoring figure, malfunction monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
Abovementioned steps A) to G) operation, be designated as reorientation operation, in operational process, just run reorientation operation at interval of certain hour;
In the process that reorientation operation runs, control module also synchro control profile scanning device does following operation:
(1) transmission profile scanning device moves along the plane of scanning motion of self, profile scanning device is all parked certain hour under the direction C condition of each monitoring point of correspondence, time parked, profile scanning device outside Emission Lasers signal: if in parked period, profile scanning device receives corresponding reflected signal, then obtain the current distance between profile scanning device and monitoring point, then transmission profile scanning device continues to move to next parked position; If in parked period, profile scanning device does not receive corresponding reflected signal, then the monitoring point corresponding to current direction C is labeled as point to be confirmed, and transmission profile scanning device continues to move to next parked position;
After profile scanning device has all carried out single pass to all monitoring points, if there is not point to be confirmed, then enter step (two), if there is point to be confirmed, then enter step (three);
(2) current distance got carries out asking poor with corresponding distance C by control module: if all current distance are all equal with the numerical value of each self-corresponding distance C, then this operation terminates, and waits for that the follow-up detection window phase arrives; If any one in current distance is unequal with the numerical value of corresponding distance C, then corresponding difference is labeled in the corresponding position on electronic chart by control module, respective electronic map forms cross-section monitoring figure, after cross-section monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
(3) with the both direction C corresponding to the monitoring point of to be confirmed some both sides for border, control section scanister scans the region within border, in scanning process profile scanning device outwards continue Emission Lasers signal; In scanning process, if profile scanning device receives and corresponding reflected signal to be confirmed, then obtain the current distance between point to be confirmed and profile scanning device and record current laser signal transmit direction; If after the end of scan, do not receive corresponding reflected signal, then this point to be confirmed is labeled as trouble spot;
If all monitoring sections all do not exist trouble spot, then enter step (two); If there is trouble spot in arbitrary monitoring section, then the current distance got carries out asking poor with corresponding distance C by control module, and difference and position of failure point are labeled on electronic chart, respective electronic map forms fault cross-section monitoring figure, after fault cross-section monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
The operation of abovementioned steps () to (three), is designated as cross-section monitoring operation, in operational process, just runs a cross-section monitoring operation at interval of certain hour.
Claims (3)
1. a tunnel deformation remote automation monitoring system, is characterized in that: described tunnel deformation remote automation monitoring system is made up of multiple profile scanning device, locating device, reference point, control module and a multiple reflecting prism; Formation monitoring section, high risk zone in tunnel, within the scope of monitoring section, along tunnel bearing of trend, multiple monitoring section is set, single monitoring section overlaps with the tunnel cross section of corresponding position, the intersection of monitoring section and tunnel inner wall is formed monitors line, and multiple monitoring point chosen by every bar monitoring line, and each monitoring point place all arranges a reflecting prism; Each monitoring section place is provided with a profile scanning device, profile scanning device is positioned on monitoring line, profile scanning device can make one-dimensional scanning, and the plane of scanning motion of profile scanning device overlaps with monitoring section, and the pedestal of each profile scanning device is provided with a reflecting prism; Reference point is arranged at outside the scope of monitoring section, and reference point is provided with reflecting prism; Locating device is arranged on the tunnel inner wall in the middle part of monitoring section, and locating device can do two-dimensional scan; Profile scanning device and locating device all adopt transmitting-receiving integrated laser detector; Described profile scanning device and locating device are all electrically connected with control module.
2. tunnel deformation remote automation monitoring system according to claim 1, is characterized in that: described multiple profile scanning device is located along the same line.
3. a tunnel deformation remote automation monitoring system control method, involved hardware comprises: described tunnel deformation remote automation monitoring system is made up of multiple profile scanning device, locating device, reference point, control module and a multiple reflecting prism; Formation monitoring section, high risk zone in tunnel, within the scope of monitoring section, along tunnel bearing of trend, multiple monitoring section is set, single monitoring section overlaps with the tunnel cross section of corresponding position, the intersection of monitoring section and tunnel inner wall is formed monitors line, and multiple monitoring point chosen by every bar monitoring line, and each monitoring point place all arranges a reflecting prism; Each monitoring section place is provided with a profile scanning device, profile scanning device is positioned on monitoring line, profile scanning device can make one-dimensional scanning, and the plane of scanning motion of profile scanning device overlaps with monitoring section, and the pedestal of each profile scanning device is provided with a reflecting prism; Reference point is arranged at outside the scope of monitoring section, and reference point is provided with reflecting prism; Locating device is arranged on the tunnel inner wall in the middle part of monitoring section, and locating device can do two-dimensional scan; Profile scanning device and locating device all adopt transmitting-receiving integrated laser detector; Described profile scanning device and locating device are all electrically connected with control module; It is characterized in that:
After tunnel deformation remote automation monitoring system is put up, the relative position in various device and tunnel in tunnel deformation remote automation monitoring system is depicted as electronic chart, described electronic chart stores in a control unit; After tunnel deformation remote automation monitoring system puts into operation, first carry out learning manipulation by the mode of step (1) to (3):
(1) relative position of locating device to reference point and locating device is driven to carry out initial alignment: when the laser signal that the reflecting prism that locating device receives datum is reflected back, record is carried out in the Laser emission direction of control module to locating device, meanwhile, control module also records the distance between locating device and reference point; In this step, the Laser emission direction of the locating device be recorded to is designated as direction A; Distance between locating device and reference point is designated as distance A;
(2) locating device is driven to carry out initial alignment to multiple profile scanning device: when the laser signal that the reflecting prism that locating device receives a certain profile scanning device place is reflected back, record is carried out in the Laser emission direction of control module to locating device, meanwhile, control module also records the distance between locating device and profile scanning device; In this step, the Laser emission direction of the locating device be recorded to is designated as direction B, and multiple profile scanning device is corresponding multiple directions B respectively; Distance between locating device and profile scanning device is designated as distance B, and multiple profile scanning device is corresponding multiple distance B respectively;
(3) profile scanning device is driven to scan one by one the monitoring point on each self-corresponding monitoring section: when the laser signal that the reflecting prism that profile scanning device receives a certain monitoring point place is reflected back, record is carried out in the Laser emission direction of control module to profile scanning device, meanwhile, control module also records the distance between profile scanning device and monitoring point; In this step, the Laser emission direction of the profile scanning device be recorded to is designated as direction C, and multiple monitoring point is corresponding multiple directions C respectively; Distance between profile scanning device and monitoring point is designated as distance C, and multiple monitoring point is corresponding multiple distance C respectively;
After learning manipulation terminates, tunnel deformation remote automation monitoring system carries out subsequent operation as follows:
A) reorientate the relative position of reference point and locating device: when reorientating, the Laser emission angle of locating device is adjusted to direction A, locating device controls the outside Emission Lasers signal of locating device after regulating and putting in place;
If locating device receives corresponding reflected signal, then obtain the current distance between locating device and reference point, and calculate the difference of current distance and distance A: if difference is 0, then directly enter step B), if difference is not 0, then, after difference being sent to rear technician, enter step B);
If locating device does not receive corresponding reflected signal, then enter step D);
B) multiple profile scanning device is reorientated: drive positioning unit, make Laser emission angle successively parked a period of time under multiple directions B condition of locating device;
When locating device is parked, control locating device outside Emission Lasers signal: if in parked period, locating device receives corresponding reflected signal, then obtain the current distance between locating device and corresponding profile scanning device, and then drive positioning unit continues to move to next parked position; If in parked period, locating device does not receive corresponding reflected signal, be then labeled as by the profile scanning device corresponding to current direction B and treat diagnostic device, and drive positioning unit continues to move to next parked position;
Device to be positioned is treated diagnostic device if do not exist, is then entered step C after all having carried out once reorientating to all profile scanning devices); If exist and treat diagnostic device, then enter step e);
C) current distance got compares with corresponding distance B by control module: if all current distance are all equal with the numerical value of each self-corresponding distance B, then this operation terminates, and waits for that the follow-up detection window phase arrives; If any one in current distance is unequal with the numerical value of corresponding distance B, then enter step F);
D) locating device is controlled periodically to reference point Emission Lasers signal:
If several week after date continuously, locating device still cannot receive corresponding reflected signal, then control module rearward technician send locating device fault-signal, and enter step B);
If before the end cycle of setting, locating device have received corresponding reflected signal, then control module rearward technician send fault and get rid of signal, meanwhile, obtain the current distance between locating device and reference point, and calculate the difference of current distance and distance A: if difference is 0, then directly enter step B), if difference is not 0, then, after difference being sent to rear technician, enter step B);
E) drive locating device to treat diagnostic device and position diagnostic operation one by one:
Drive positioning unit, make the Laser emission angle of locating device successively parked a period of time under each direction B condition treated corresponding to diagnostic device, the Laser emission angle of locating device a certain when the direction B corresponding to diagnostic device is parked, control locating device and outwards launch repeatedly laser signal: if after emitting times reaches the numerical value of setting, still do not receive corresponding reflected signal, then current correspondence is treated that diagnostic device is labeled as fault by control module, and then drive positioning unit continues to treat that the direction B corresponding to diagnostic device moves to follow-up; If before emitting times reaches the numerical value of setting, have received corresponding reflected signal, then obtain locating device and the corresponding current distance treated between diagnostic device, then drive positioning unit continues to treat that the direction B corresponding to diagnostic device moves to follow-up;
Device to be positioned is to all after diagnostic device has all carried out one-time positioning diagnostic operation, if do not treat, diagnostic device is marked as fault, then enter step C), be marked as fault if need diagnostic device, then enter step G);
F) after the current distance got and corresponding distance B are asked difference by control module, difference is labeled in the correspondence position on electronic chart, the electronic chart having marked difference forms surveillance map, surveillance map is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
G) current distance got carries out asking poor with corresponding distance B by control module, then, difference and the position for the treatment of diagnostic device being labeled as fault are labeled on electronic chart by control module simultaneously, respective electronic map forms malfunction monitoring figure, malfunction monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
Abovementioned steps A) to G) operation, be designated as reorientation operation, in operational process, just run reorientation operation at interval of certain hour;
In the process that reorientation operation runs, control module also synchro control profile scanning device does following operation:
(1) transmission profile scanning device moves along the plane of scanning motion of self, profile scanning device is all parked certain hour under the direction C condition of each monitoring point of correspondence, time parked, profile scanning device outside Emission Lasers signal: if in parked period, profile scanning device receives corresponding reflected signal, then obtain the current distance between profile scanning device and monitoring point, then transmission profile scanning device continues to move to next parked position; If in parked period, profile scanning device does not receive corresponding reflected signal, then the monitoring point corresponding to current direction C is labeled as point to be confirmed, and transmission profile scanning device continues to move to next parked position;
After profile scanning device has all carried out single pass to all monitoring points, if there is not point to be confirmed, then enter step (two), if there is point to be confirmed, then enter step (three);
(2) current distance got carries out asking poor with corresponding distance C by control module: if all current distance are all equal with the numerical value of each self-corresponding distance C, then this operation terminates, and waits for that the follow-up detection window phase arrives; If any one in current distance is unequal with the numerical value of corresponding distance C, then corresponding difference is labeled in the corresponding position on electronic chart by control module, respective electronic map forms cross-section monitoring figure, after cross-section monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
(3) with the both direction C corresponding to the monitoring point of to be confirmed some both sides for border, control section scanister scans the region within border, in scanning process profile scanning device outwards continue Emission Lasers signal; In scanning process, if profile scanning device receives and corresponding reflected signal to be confirmed, then obtain the current distance between point to be confirmed and profile scanning device and record current laser signal transmit direction; If after the end of scan, do not receive corresponding reflected signal, then this point to be confirmed is labeled as trouble spot;
If all monitoring sections all do not exist trouble spot, then enter step (two); If there is trouble spot in arbitrary monitoring section, then the current distance got carries out asking poor with corresponding distance C by control module, and difference and position of failure point are labeled on electronic chart, respective electronic map forms fault cross-section monitoring figure, after fault cross-section monitoring figure is sent to rear technician by control module, this operates end, waits for that the follow-up detection window phase arrives;
The operation of abovementioned steps () to (three), is designated as cross-section monitoring operation, in operational process, just runs a cross-section monitoring operation at interval of certain hour.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106197304A (en) * | 2016-06-29 | 2016-12-07 | 石家庄铁道大学 | A kind of Railway Tunnel convergence automatic detection device and detection method |
| CN107218899A (en) * | 2017-06-02 | 2017-09-29 | 北斗卫星导航科技邢台有限公司 | A kind of deformation high-precision intelligent detection method towards subterranean tunnels such as civil air defense works |
| CN109542116A (en) * | 2018-11-23 | 2019-03-29 | 重庆交通大学 | Cut-fill method and system for bridge machinery |
| CN110345906A (en) * | 2018-04-07 | 2019-10-18 | 张亚标 | The real-time level measurement method and measuring device of tunnel arch top settlement |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111947590A (en) * | 2020-02-17 | 2020-11-17 | 北京联睿科科技有限公司 | Online detection device, method and system for building deformation |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2272568Y (en) * | 1996-11-11 | 1998-01-14 | 地质矿产部探矿工艺研究所 | Laser measurer for profile of tunnel |
| CN101246007A (en) * | 2007-02-12 | 2008-08-20 | 上海地铁运营有限公司 | Tunnel convergence monitoring method |
| CN101943577A (en) * | 2010-08-16 | 2011-01-12 | 上海地铁盾构设备工程有限公司 | Metro tunnel fracture surface deformation detection system |
| CN102141375A (en) * | 2010-12-30 | 2011-08-03 | 北京交通大学 | Line full section automatic detection system |
| CN102564393A (en) * | 2011-12-28 | 2012-07-11 | 北京工业大学 | Method for monitoring and measuring full section of tunnel through three-dimensional laser |
| CN102608963A (en) * | 2011-12-28 | 2012-07-25 | 北京工业大学 | Summarized information monitoring system of tunnel |
| CN104748695A (en) * | 2015-04-10 | 2015-07-01 | 清华大学 | Method for monitoring early deformation of large-section underground caverns on basis of accurate zone measurement |
| CN204788272U (en) * | 2015-07-16 | 2015-11-18 | 重庆市勘测院 | Tunnel warp long -range automatic monitoring system |
-
2015
- 2015-07-16 CN CN201510416389.2A patent/CN104976961B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2272568Y (en) * | 1996-11-11 | 1998-01-14 | 地质矿产部探矿工艺研究所 | Laser measurer for profile of tunnel |
| CN101246007A (en) * | 2007-02-12 | 2008-08-20 | 上海地铁运营有限公司 | Tunnel convergence monitoring method |
| CN101943577A (en) * | 2010-08-16 | 2011-01-12 | 上海地铁盾构设备工程有限公司 | Metro tunnel fracture surface deformation detection system |
| CN102141375A (en) * | 2010-12-30 | 2011-08-03 | 北京交通大学 | Line full section automatic detection system |
| CN102564393A (en) * | 2011-12-28 | 2012-07-11 | 北京工业大学 | Method for monitoring and measuring full section of tunnel through three-dimensional laser |
| CN102608963A (en) * | 2011-12-28 | 2012-07-25 | 北京工业大学 | Summarized information monitoring system of tunnel |
| CN104748695A (en) * | 2015-04-10 | 2015-07-01 | 清华大学 | Method for monitoring early deformation of large-section underground caverns on basis of accurate zone measurement |
| CN204788272U (en) * | 2015-07-16 | 2015-11-18 | 重庆市勘测院 | Tunnel warp long -range automatic monitoring system |
Non-Patent Citations (1)
| Title |
|---|
| 谢雄耀，卢晓智，田海洋，季倩倩，李攀: "基于地面三维激光扫描技术的隧道全断面变形测量方法", 《岩石力学与工程学报》 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106197304A (en) * | 2016-06-29 | 2016-12-07 | 石家庄铁道大学 | A kind of Railway Tunnel convergence automatic detection device and detection method |
| CN106197304B (en) * | 2016-06-29 | 2018-10-23 | 石家庄铁道大学 | A kind of Railway Tunnel convergence automatic detection device and detection method |
| CN107218899A (en) * | 2017-06-02 | 2017-09-29 | 北斗卫星导航科技邢台有限公司 | A kind of deformation high-precision intelligent detection method towards subterranean tunnels such as civil air defense works |
| CN110345906A (en) * | 2018-04-07 | 2019-10-18 | 张亚标 | The real-time level measurement method and measuring device of tunnel arch top settlement |
| CN109542116A (en) * | 2018-11-23 | 2019-03-29 | 重庆交通大学 | Cut-fill method and system for bridge machinery |
| CN109542116B (en) * | 2018-11-23 | 2022-02-11 | 重庆交通大学 | Three-dimensional cruising method and system for bridge detection |
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