CN107422333B - Laser ranging matrix - Google Patents

Laser ranging matrix Download PDF

Info

Publication number
CN107422333B
CN107422333B CN201710535259.XA CN201710535259A CN107422333B CN 107422333 B CN107422333 B CN 107422333B CN 201710535259 A CN201710535259 A CN 201710535259A CN 107422333 B CN107422333 B CN 107422333B
Authority
CN
China
Prior art keywords
laser
receiving terminal
building
terminals
terminal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201710535259.XA
Other languages
Chinese (zh)
Other versions
CN107422333A (en
Inventor
吴洁
王作良
夏永树
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Xinchuang Planning And Architectural Design Co ltd
Original Assignee
Zhejiang Xinchuang Planning And Architectural Design Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Xinchuang Planning And Architectural Design Co ltd filed Critical Zhejiang Xinchuang Planning And Architectural Design Co ltd
Priority to CN201710535259.XA priority Critical patent/CN107422333B/en
Publication of CN107422333A publication Critical patent/CN107422333A/en
Application granted granted Critical
Publication of CN107422333B publication Critical patent/CN107422333B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S17/00Systems using the reflection or reradiation of electromagnetic waves other than radio waves, e.g. lidar systems
    • G01S17/02Systems using the reflection of electromagnetic waves other than radio waves
    • G01S17/06Systems determining position data of a target
    • G01S17/46Indirect determination of position data
    • G01S17/48Active triangulation systems, i.e. using the transmission and reflection of electromagnetic waves other than radio waves
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels

Abstract

The invention discloses a laser ranging matrix, which is characterized in that a laser receiving terminal is arranged at a reference position with harder geology so as to receive laser from a tested building; the laser receiving terminal determines the settlement height of the tested building according to the position change of the plurality of projection points and displays the settlement height; wherein, the accuracy of millimeter level can be achieved through laser ranging. And wherein the laser receiving terminal and the laser transmitting terminal on the building to be tested are in one-to-many relationship; the laser emission terminals on each tested building can be controlled to emit laser in turn through the control instruction from the server, and the laser emission terminals on each tested building share one laser receiving terminal.

Description

Laser ranging matrix
Technical Field
The invention relates to building monitoring equipment, in particular to a laser ranging matrix.
Background
With the development of social economy, the life safety and living safety of people are greatly improved. However, due to the need for the progressive development of urban economies and the overall need for urban planning, it is not possible to remove all critical houses in urban centres as a whole. According to urban dangerous house management regulations, dangerous houses can be treated in four types, and observed; processing and using; stopping use; and (5) integrally dismantling. In the observation and use, in order to ensure the safety of life and property, a scientific method is needed for safety monitoring.
For example, the monitoring of building settlement is currently performed using the Beidou technology. Namely, the settlement height of the building is monitored through the positioning function of the Beidou satellite. However, the accuracy of such monitoring can only be in the order of meters.
Disclosure of Invention
Aiming at the defects existing in the prior art, the invention aims to provide a laser ranging matrix, which is used for obtaining the position change of a tested building through a plurality of laser transmitting terminals and laser receiving terminals so as to determine the settlement height of the tested building and achieve millimeter-level precision.
In order to achieve the above purpose, the present invention provides the following technical solutions:
a laser ranging matrix comprises a plurality of laser emission terminals and laser receiving terminals at reference positions, wherein the laser emission terminals and the laser receiving terminals are arranged on the outer sides of all tested buildings;
the plurality of laser emission terminals are connected with the server;
the plurality of laser emission terminals are used for receiving the control instruction from the server and emitting laser to the laser receiving terminal after receiving the control instruction;
the laser receiving terminal is used for receiving the laser from the plurality of laser emitting terminals, determining the settlement height of the tested building according to the position change of the plurality of projection points and displaying the settlement height.
As an embodiment, the measured building is more than 100m from the reference location.
As one embodiment, the number of the plurality of laser emission terminals is not less than 4 and is uniformly disposed outside the building to be tested;
the laser emission terminal facing the laser receiving terminal directly emits laser to the laser receiving terminal, and the laser emission terminal facing away from the laser receiving terminal indirectly emits laser to the laser receiving terminal through specular reflection.
As one embodiment, several of the plurality of laser emission terminals are provided outside the building to be tested in the length direction of the building to be tested, and the other several of the plurality of laser emission terminals are provided outside the building to be tested in the width direction of the building to be tested;
the laser emission terminal facing the laser receiving terminal directly emits laser to the laser receiving terminal, and the laser emission terminal facing away from the laser receiving terminal indirectly emits laser to the laser receiving terminal through specular reflection.
As an implementation manner, the laser receiving terminal is further used for determining the settlement condition of the tested building according to the historical position change of each projection point.
As one embodiment, the laser light receiving terminal includes an upstanding annular screen for receiving laser light from each building under test.
As an implementation manner, the laser receiving terminal generates a position coordinate curve according to the position changes of a plurality of projection points in unit time, and sends the position coordinate curve to the mobile terminal; the unit time length of the earlier stage of the position coordinate curve is larger than that of the later stage.
As an implementation manner, the laser receiving terminal is connected with the server, and is used for uploading the data of the sedimentation height of the tested building to the server.
As an implementation manner, the plurality of laser emission terminals and the laser receiving terminal are respectively connected with the server through a GPRS module.
Compared with the prior art, the invention has the beneficial effects that:
the invention provides a laser ranging matrix, which is characterized in that a laser receiving terminal is arranged at a reference position with harder geology so as to receive laser from a tested building; the laser receiving terminal determines the settlement height of the tested building according to the position change of the plurality of projection points and displays the settlement height; wherein, the accuracy of millimeter level can be achieved through laser ranging. And wherein the laser receiving terminal and the laser transmitting terminal on the building to be tested are in one-to-many relationship; the laser emission terminals on each tested building can be controlled to emit laser in turn through the control instruction from the server, and the laser emission terminals on each tested building share one laser receiving terminal.
Drawings
FIG. 1 is a schematic diagram of a laser ranging matrix according to an embodiment of the present invention;
FIG. 2 is a schematic diagram of a laser ranging matrix according to another embodiment of the present invention;
fig. 3 is a schematic view showing the position states of a plurality of laser emitting terminals on a building.
Detailed Description
The foregoing and other features and advantages of the invention will be apparent from the following, more particular, description of the invention, as illustrated in the accompanying drawings, in which embodiments described are merely some, but not all embodiments of the invention.
Referring to fig. 1, a view of one embodiment of a laser ranging matrix is shown. Two buildings to be tested are shown in the figure, and a laser emission terminal 1 is arranged at four corners of each building to be tested; a laser receiving terminal 2 is also shown, which laser receiving terminal 2 is located at a reference position where the geology is hard. The reference location may be selected because a stiffer geology location is more difficult to settle relative to other locations. In fact, during normal subsidence of the earth's surface, it is in a state of subsidence relative to the reference position during this process, since the degree of subsidence of the two buildings to be tested is greater. The figure also shows the state in which the laser light emitting terminals 1 on the outside of two buildings under test emit laser light to the laser light receiving terminals 2, and the arrow in the figure is the direction of the laser light.
In the normal subsidence process of the ground surface, the position of the projection point on the laser receiving terminal 2 can be changed, and whether the subsidence and the subsidence height can be determined in the process of changing the position of the projection point; finally, displaying on a locally connected display screen or a network connected display screen; compared with the traditional Beidou satellite technology, the laser ranging method has better precision and can reach millimeter level.
The laser receiving terminal 2 in the figure is in one-to-many relation with the laser emitting terminal 1 on the building under test, and since the laser emitting terminal 1 is connected with the server. The laser emitting terminals 1 on the respective buildings to be tested can be controlled to emit laser light in turn by a control instruction from the server, and the laser emitting terminals 1 on the respective buildings to be tested share one laser receiving terminal 2. In practice, only one laser receiving terminal 2 needs to be installed in one section, and the laser receiving terminal 2 is shaped like a tall tower for receiving laser light from each building under test in this section; under the control of the control instruction, the laser emitting terminals 1 on each building to be tested alternately emit laser light to the laser receiving terminals 2, and if one building to be tested is settled, the projection point position of the laser light emitted from the building to be tested is correspondingly changed.
Referring to fig. 2, a view of one embodiment of a laser ranging matrix is shown. The figure shows that the measured building is at a distance of 100m from the reference location, in practice the measured building may be more than 100m from the reference location. In addition, the positions of 4 laser emitting terminals 1 on the building to be tested are also shown in the figure, and 4 laser emitting terminals 1 are uniformly provided on the outside of the building to be tested. Of course, if there are some buildings with large volumes, as shown in fig. 3, several laser emitting terminals 1 may be disposed along the length direction of the building under test, while several laser emitting terminals 1 are disposed along the width direction of the building under test.
In both cases, there is a case where a part of the laser light emitting terminal 1 is blocked by a building, so that it cannot directly emit laser light to the laser light receiving terminal 2. In the present embodiment, however, the mirror 3 is provided as a medium for reflection. The mirror surface 3 is fixed on the outer side of a building, an angle for laser reflection is provided, and the laser emission terminal 1 facing away from the laser receiving terminal 2 indirectly emits laser to the laser receiving terminal 2 through reflection of the mirror surface 3; and the laser light emitting terminal 1 facing the laser light receiving terminal 2 emits laser light directly to the laser light receiving terminal 2.
In the present embodiment, since the laser light receiving terminal 2 receives laser light at different positions on the building, it is possible to determine how the building is settled down according to the variation of the projection points of the laser light at the different positions. For example, the left side of the building is settled to a larger extent in the early stage, but the right side of the building is kept up to the extent of the later stage, so that the whole building is kept in a vertically settled state. Therefore, the scene of building settlement can be restored according to the projection point position change data of the lasers at different positions.
Referring to fig. 1 and 2, the laser light receiving terminal 2 includes an upright ring-shaped screen for receiving laser light from each building under test. In practice, the laser light receiving terminal 2 is to receive the laser light of each building under test in one zone, so that the ring screen is advantageous for practical use.
In one embodiment, the laser receiving terminal 2 generates a position coordinate curve according to the position changes of the plurality of projection points in a unit time, and transmits the position coordinate curve to the mobile terminal; the unit time length of the earlier stage of the position coordinate curve is larger than that of the later stage.
In this embodiment, the sedimentation state of the building can be visually seen from this position coordinate curve. For example, the unit time length can be increased appropriately for the earlier data, and the corresponding position coordinate curves show the sedimentation state of the earlier building, which is clear. For recent data, the unit time length can be properly reduced, and the corresponding position coordinate curve represents the sedimentation state of the recent building, so that the method is suitable for data analysis.
In one embodiment, the laser receiving terminal 2 is connected to a server and is used to upload data of the sedimentation height of the building under test to the server.
In this embodiment, the user may download the data directly from the cloud to obtain the settlement status of the building.
The foregoing embodiments have been provided for the purpose of illustrating the general principles of the present invention, and are not to be construed as limiting the scope of the invention. It should be noted that any modifications, equivalent substitutions, improvements, etc. made by those skilled in the art without departing from the spirit and principles of the present invention are intended to be included in the scope of the present invention.

Claims (9)

1. The laser ranging matrix is characterized by comprising a plurality of laser emission terminals (1) and laser receiving terminals (2) at reference positions, wherein the laser emission terminals (1) and the laser receiving terminals (2) are arranged on the outer sides of all buildings to be measured;
the plurality of laser emission terminals (1) are connected with a server;
the plurality of laser emission terminals (1) are used for receiving the control instruction from the server and emitting laser to the laser receiving terminal (2) after receiving the control instruction;
the laser receiving terminal (2) is used for receiving the laser from the plurality of laser emitting terminals (1), determining the settlement height of the tested building according to the position change of the plurality of projection points and displaying the settlement height.
2. The laser ranging matrix of claim 1, wherein the measured building is more than 100m from the reference location.
3. The laser ranging matrix according to claim 1, characterized in that the number of the plurality of laser emitting terminals (1) is not less than 4 and is uniformly provided on the outside of the building under test;
the laser emission terminal (1) facing the laser receiving terminal (2) directly emits laser to the laser receiving terminal (2), wherein the laser emission terminal (1) facing away from the laser receiving terminal (2) indirectly emits laser to the laser receiving terminal (2) through reflection of a mirror surface (3).
4. The laser ranging matrix according to claim 1, wherein several of the plurality of laser emitting terminals (1) are provided outside the building to be measured in a length direction of the building to be measured, and another several of the plurality of laser emitting terminals (1) are provided outside the building to be measured in a width direction of the building to be measured;
the laser emission terminal (1) facing the laser receiving terminal (2) directly emits laser to the laser receiving terminal (2), wherein the laser emission terminal (1) facing away from the laser receiving terminal (2) indirectly emits laser to the laser receiving terminal (2) through reflection of a mirror surface (3).
5. The laser ranging matrix according to claim 1 or 2 or 3 or 4, characterized in that the laser receiving terminal (2) is further adapted to determine the sedimentation conditions of the building under test from the historical position changes of the individual projection points.
6. A laser ranging matrix according to claim 1 or 2 or 3 or 4, characterized in that the laser receiving terminal (2) comprises an upstanding annular screen for receiving laser light from each building under test.
7. The laser ranging matrix according to claim 1 or 2 or 3 or 4, characterized in that the laser receiving terminal (2) generates a position coordinate curve according to the position change of a plurality of projected points in a unit time, and transmits the position coordinate curve to a mobile terminal; the unit time length of the earlier stage of the position coordinate curve is larger than that of the later stage.
8. The laser ranging matrix according to claim 1 or 2 or 3 or 4, characterized in that the laser receiving terminal (2) is connected to the server and is used for uploading data of the sedimentation height of the building under test to the server.
9. The laser ranging matrix according to claim 8, characterized in that said plurality of laser emitting terminals (1) and said laser receiving terminals (2) are connected to said server by GPRS modules, respectively.
CN201710535259.XA 2017-07-03 2017-07-03 Laser ranging matrix Active CN107422333B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710535259.XA CN107422333B (en) 2017-07-03 2017-07-03 Laser ranging matrix

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710535259.XA CN107422333B (en) 2017-07-03 2017-07-03 Laser ranging matrix

Publications (2)

Publication Number Publication Date
CN107422333A CN107422333A (en) 2017-12-01
CN107422333B true CN107422333B (en) 2023-09-29

Family

ID=60427914

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710535259.XA Active CN107422333B (en) 2017-07-03 2017-07-03 Laser ranging matrix

Country Status (1)

Country Link
CN (1) CN107422333B (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2901291A1 (en) * 2007-07-06 2007-11-23 Canal De Provence Et D Amenage Soil settlement measuring device for e.g. construction, has sensor integrated to foundations and transmitting signal relative to settlement of soil to acquiring unit, where signal corresponds to difference between two pressures
WO2012145884A1 (en) * 2011-04-25 2012-11-01 中国人民解放军国防科学技术大学 Monitoring method and monitoring system of settlement of engineering buildings
CN103411585A (en) * 2013-08-19 2013-11-27 杭州珏光物联网科技有限公司 Sedimentation measurement method by laser spot imaging technique
CN105674952A (en) * 2016-01-08 2016-06-15 武汉市市政建设集团有限公司 Building settlement measurement device and method
CN106679618A (en) * 2016-11-01 2017-05-17 水利部交通运输部国家能源局南京水利科学研究院 Remote multifunctional monitoring system for architectural structure and monitoring method
CN207020312U (en) * 2017-07-03 2018-02-16 上海励之恒科技有限公司 Laser ranging matrix

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2901291A1 (en) * 2007-07-06 2007-11-23 Canal De Provence Et D Amenage Soil settlement measuring device for e.g. construction, has sensor integrated to foundations and transmitting signal relative to settlement of soil to acquiring unit, where signal corresponds to difference between two pressures
WO2012145884A1 (en) * 2011-04-25 2012-11-01 中国人民解放军国防科学技术大学 Monitoring method and monitoring system of settlement of engineering buildings
CN103411585A (en) * 2013-08-19 2013-11-27 杭州珏光物联网科技有限公司 Sedimentation measurement method by laser spot imaging technique
CN105674952A (en) * 2016-01-08 2016-06-15 武汉市市政建设集团有限公司 Building settlement measurement device and method
CN106679618A (en) * 2016-11-01 2017-05-17 水利部交通运输部国家能源局南京水利科学研究院 Remote multifunctional monitoring system for architectural structure and monitoring method
CN207020312U (en) * 2017-07-03 2018-02-16 上海励之恒科技有限公司 Laser ranging matrix

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
"Testing laser-based sensors for continuous in situ monitoring of suspended sediment in the Colorado River, Arizona";Theodore S. Melis et al.;《IAHS PUBLICATION, 2003》;20031231;21-27 *
"激光传感器在建筑物沉降测量中的应用";王哲 等;《电子制作》;20130115;155 *
高层建筑物沉降观测技术方案设计及其变形分析;杨君;《低碳世界》;20140108(第01期);114-115 *

Also Published As

Publication number Publication date
CN107422333A (en) 2017-12-01

Similar Documents

Publication Publication Date Title
CN107167114B (en) Automatic monitoring system for old and critical houses
CN103776420A (en) Collimation laser imaging-based pier sedimentation online monitoring and prewarning system
CN103745580B (en) Be applicable to Lightning Warning system and the method for early warning of transmission line construction operation
CN108775896A (en) Verticality monitoring device and its monitoring method for tower crane
CN108978741B (en) Foundation pit displacement automatic monitoring device
CN109163715B (en) Electric power station selection surveying method based on unmanned aerial vehicle RTK technology
KR102196334B1 (en) SYSTEM FOR MEASURING WATER QUALITY BASED ON IoT NETWORK AND METHOD THEREOF
CN115631604A (en) Near-potential operation voltage level identification and safety distance early warning system and method
CN107238377B (en) A kind of measurement method suitable for large underground hole speedy lofting bolthole position
CN107422333B (en) Laser ranging matrix
CN102313538A (en) Prism-free surface settlement level monitoring method
CN114232698A (en) Foundation pit monitoring method and system based on BIM
CN106224757A (en) Wei Jinsi gas chamber piston state intelligent monitoring device
CN107493317B (en) BDS-based bridge structure relative deformation monitoring system and method
RU123187U1 (en) SYSTEM OF AUTOMATED FUNCTIONAL-TECHNICAL MANAGEMENT IN REAL TIME BY THE INFRASTRUCTURE OF ENGINEERING SAFETY OF UNDERLOADING CONSTRUCTIONS OF UNIQUE RESIDENTIAL AND PUBLIC BUILDINGS
CN116697923A (en) Full-automatic monitoring method and device for railway tunnel deformation
CN204066353U (en) Be applicable to the Lightning Warning system of transmission line construction operation
CN115407378A (en) High-voltage electric field operation risk early warning method and device based on RTK high-precision positioning
KR101216528B1 (en) Surveying system for road register
CN113720283B (en) Building construction height identification method, device, electronic equipment and system
CN111336970B (en) Monitoring method and system for displacement of CORS reference station
CN207020312U (en) Laser ranging matrix
CN212030515U (en) Automatic monitoring system for absolute elevation of tunnel vault settlement observation point in tunnel construction
CN113267157A (en) Tunnel preliminary bracing large deformation monitoring system
KR102209892B1 (en) Quality control and data processing system for observation data of surface ocean current

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right

Effective date of registration: 20181228

Address after: 325000 Wanghu Homestead, Anyang Street, Ruian City, Wenzhou City, Zhejiang Province

Applicant after: Zhejiang Liheng Safety Engineering Technology Co.,Ltd.

Address before: Room 308, Block D, No. 825 Xinkaihe Road, Xinhe Town, Chongming County, Shanghai (Shanghai Xinhe Economic Zone)

Applicant before: SHANGHAI LIZHIHENG TECHNOLOGY CO.,LTD.

TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20200819

Address after: Room 3402, Oushang building, Louqiao street, Ouhai District, Wenzhou City, Zhejiang Province

Applicant after: Wenzhou Lixin Safety Engineering Technology Co.,Ltd.

Address before: 325000 Wanghu Homestead, Anyang Street, Ruian City, Wenzhou City, Zhejiang Province

Applicant before: Zhejiang Liheng Safety Engineering Technology Co.,Ltd.

TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20230901

Address after: 325000 room 3405, Oushang building, Louqiao street, Ouhai District, Wenzhou City, Zhejiang Province

Applicant after: Zhejiang Xinchuang planning and Architectural Design Co.,Ltd.

Address before: 325000 room 3402, Oushang building, Louqiao street, Ouhai District, Wenzhou City, Zhejiang Province

Applicant before: Wenzhou Lixin Safety Engineering Technology Co.,Ltd.

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant