CN105069983A - Landslide monitoring station equipment - Google Patents
Landslide monitoring station equipment Download PDFInfo
- Publication number
- CN105069983A CN105069983A CN201510419577.0A CN201510419577A CN105069983A CN 105069983 A CN105069983 A CN 105069983A CN 201510419577 A CN201510419577 A CN 201510419577A CN 105069983 A CN105069983 A CN 105069983A
- Authority
- CN
- China
- Prior art keywords
- monitoring station
- shell
- catch net
- fenders
- slope
- 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.)
- Granted
Links
- 238000012544 monitoring process Methods 0.000 title claims abstract description 57
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 21
- 239000010959 steel Substances 0.000 claims abstract description 21
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 4
- 239000003973 paint Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 239000011148 porous material Substances 0.000 claims description 3
- 239000011435 rock Substances 0.000 abstract description 24
- 238000012423 maintenance Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 5
- 239000004575 stone Substances 0.000 description 4
- DMBHHRLKUKUOEG-UHFFFAOYSA-N diphenylamine Chemical compound C=1C=CC=CC=1NC1=CC=CC=C1 DMBHHRLKUKUOEG-UHFFFAOYSA-N 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 2
- 241000931705 Cicada Species 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000007405 data analysis Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/02—Alarms for ensuring the safety of persons
- G08B21/10—Alarms for ensuring the safety of persons responsive to calamitous events, e.g. tornados or earthquakes
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses landslide monitoring station equipment. The landslide monitoring station equipment comprises a shell, a protection net, and a protection structure, a monitoring station is fixed in the shell, the shell is embedded under a monitored mountain slope underground, the protection net is laid on the ground on the shell, the protection net is connected with the shell via a steel rope, the protection structure comprises three protection plates, the three protection plates are mutually connected to form an equilateral triangle shape, the three protection plates are all vertical to the slope ground, the upper ends of N fixing nails are all connected with the protection plates, the lower ends of the N fixing nails are all embedded under the slope ground, and the protection structure is connected with the protection net via a connection rack. According to the landslide monitoring station equipment, the design is reasonable, the monitoring station on the slope is protected and prevented from being hit by falling rocks, and frequent maintenance or replacement of the monitoring station is avoided.
Description
Technical field
The present invention relates to big-dipper satellite application disaster alarm field, particularly relate to a kind of mountain landslide supervision station equipment.
Background technology
China Beidou satellite navigation system (BeiDouNavigationSatelliteSystem, BDS) be the GPS (Global Position System) that China develops voluntarily, the 3rd ripe satellite navigation system after american global positioning system (GPS), Russian Glonass satellite navigation system (GLONASS), Beidou satellite navigation system (BDS) and GPS of America, Russian GLONASS, European Union GALILEO are the suppliers that the satellite navigation council of the United Nations has been assert.
Beidou satellite navigation system by space segment, ground segment and user segment three part form, round-the-clock, round-the-clock can provide high precision, highly reliable location, navigation, time service service for all types of user in the world, and tool short message communication capacity, tentatively possess area navigation, location and time service ability, positioning precision 10 meters, rate accuracy 0.2 meter per second, time service precision 10 nanosecond.
Landslide (landslides) refers to that on massif slope, certain a part of ground is under gravity (comprising the using dynamic and static pressures of the gravity of ground own and underground water) effect, shear displacemant is produced and integrally to effect and the phenomenon of movement below slope along certain weak structural face (band), being commonly called as " walking mountain ", " collapse mountain ", " sliding ", " solifluction " etc., is one of common geologic hazard.
In the prior art, BEI-DOU position system has important application in disaster alarm monitoring, as when bridge or high-rise generation deformation, or during generation landslide, utilize the monitoring station be arranged on monitored buildings, and the base station be arranged on outside detected buildings, the data of the locator data that monitoring station collects and base station, are transferred to service terminal, calculate deformation data, if exceed default deformation range, then report to the police, disaster alarm is provided.
In the prior art, be arranged on the monitoring station on massif slope, dropping or landing often due to slope, top stone, impacts bad by monitoring station, causes monitoring station often to need to change or maintenance.
In sum, present inventor, in the process realizing invention technical scheme in the embodiment of the present application, finds that above-mentioned technology at least exists following technical matters:
In the prior art, existing fixing monitoring station on the slope exists to lack to be protected, and is easily destroyed by falling rocks, causes the technical matters often needing repairing or change.
Summary of the invention
The invention provides a kind of mountain landslide supervision station equipment; solve existing fixing monitoring station on the slope and there is shortage protection; easily destroyed by falling rocks; cause the technical matters often needing repairing or change; achieve equipment de-sign reasonable; monitoring station on slope is protected, avoids being impacted by falling rocks, avoid the technique effect of often maintenance or replacing monitoring station.
For solving the problems of the technologies described above, the embodiment of the present application provides mountain landslide supervision station equipment, and described equipment comprises:
Shell, catch net, operator guards, described monitoring station is fixed in described shell, under described shell is embedded in monitored massif slope ground, described catch net is laid on the ground above described shell, described catch net is connected by steel cable with described shell, described operator guards comprises: 3 fenders, described 3 fenders are connected to each other and form equilateral triangle shape, described 3 fenders are all perpendicular to described slope ground, N number of staple upper end is all connected with described fender, under described N number of staple lower end is all embedded in described slope ground, described N be more than or equal to 1 positive integer, described operator guards is connected with described catch net by link.
Wherein, described catch net adopts steel cable to make, and described catch net surface scribbles rust protection paint, and the pore diameter size of described catch net is positioned at the first preset range, and described first preset range is less than or equal to 10CM for being more than or equal to 3CM.
Wherein, described fender adopts angle steel to make, and adopts the connected mode of welding to connect between described 3 fenders.
Wherein, described N number of staple is evenly distributed on described 3 fenders.
The one or more technical schemes provided in the embodiment of the present application, at least have following technique effect or advantage:
Owing to have employed, mountain landslide supervision station equipment is designed to comprise: shell, catch net, operator guards, described monitoring station is fixed in described shell, under described shell is embedded in monitored massif slope ground, described catch net is laid on the ground above described shell, described catch net is connected by steel cable with described shell, described operator guards comprises: 3 fenders, described 3 fenders are connected to each other and form equilateral triangle shape, described 3 fenders are all perpendicular to described slope ground, N number of staple upper end is all connected with described fender, under described N number of staple lower end is all embedded in described slope ground, described N be more than or equal to 1 positive integer, the technical scheme that described operator guards is connected with described catch net by link, fixing in the enclosure by monitoring station, then under shell being embedded in slope ground, the direct impact of falling rocks can be avoided, when there being falling rocks landing, utilize the triangle operator guards of top, can stop falling rocks and shunt from 2 sides, falling rocks is avoided directly to impact monitoring station or drop above monitoring station, and be provided with catch net, the stone flown can be stopped, protect monitoring station further, and be provided with steel cable, when needs replacing or maintenance monitoring station, utilize steel cable by shell from underground pull-up, easy to use, so, efficiently solve existing fixing monitoring station on the slope and there is shortage protection, easily destroyed by falling rocks, cause the technical matters often needing repairing or change, and then it is reasonable to achieve equipment de-sign, monitoring station on slope is protected, avoid being impacted by falling rocks, avoid the technique effect of often maintenance or replacing monitoring station.
Accompanying drawing explanation
Fig. 1 is the structural representation of mountain landslide supervision station equipment in the embodiment of the present application one;
Wherein, 1-shell, 2-catch net, 3-monitoring station, 4-steel cable, 5-fender, 6-staple, 7-link.
Embodiment
The invention provides a kind of mountain landslide supervision station equipment; solve existing fixing monitoring station on the slope and there is shortage protection; easily destroyed by falling rocks; cause the technical matters often needing repairing or change; achieve equipment de-sign reasonable; monitoring station on slope is protected, avoids being impacted by falling rocks, avoid the technique effect of often maintenance or replacing monitoring station.
Technical scheme during the application implements is for solving the problems of the technologies described above.General thought is as follows:
Have employed and mountain landslide supervision station equipment is designed to comprise: shell, catch net, operator guards, described monitoring station is fixed in described shell, under described shell is embedded in monitored massif slope ground, described catch net is laid on the ground above described shell, described catch net is connected by steel cable with described shell, described operator guards comprises: 3 fenders, described 3 fenders are connected to each other and form equilateral triangle shape, described 3 fenders are all perpendicular to described slope ground, N number of staple upper end is all connected with described fender, under described N number of staple lower end is all embedded in described slope ground, described N be more than or equal to 1 positive integer, the technical scheme that described operator guards is connected with described catch net by link, fixing in the enclosure by monitoring station, then under shell being embedded in slope ground, the direct impact of falling rocks can be avoided, when there being falling rocks landing, utilize the triangle operator guards of top, can stop falling rocks and shunt from 2 sides, falling rocks is avoided directly to impact monitoring station or drop above monitoring station, and be provided with catch net, the stone flown can be stopped, protect monitoring station further, and be provided with steel cable, when needs replacing or maintenance monitoring station, utilize steel cable by shell from underground pull-up, easy to use, so, efficiently solve existing fixing monitoring station on the slope and there is shortage protection, easily destroyed by falling rocks, cause the technical matters often needing repairing or change, and then it is reasonable to achieve equipment de-sign, monitoring station on slope is protected, avoid being impacted by falling rocks, avoid the technique effect of often maintenance or replacing monitoring station.
In order to better understand technique scheme, below in conjunction with Figure of description and concrete embodiment, technique scheme is described in detail.
Embodiment one:
In embodiment one, provide mountain landslide supervision station equipment, please refer to Fig. 1, described equipment comprises:
Shell 1, catch net 2, operator guards, described monitoring station 3 is fixed in described shell 1, under described shell 1 is embedded in monitored massif slope ground, described catch net 2 is laid on the ground above described shell 1, described catch net 2 is connected by steel cable 4 with described shell 1, described operator guards comprises: 3 fenders 5, described 3 fenders 5 are connected to each other and form equilateral triangle shape, described 3 fenders 5 are all perpendicular to described slope ground, N number of staple 6 upper end is all connected with described fender 5, under described N number of staple 6 lower end is all embedded in described slope ground, described N be more than or equal to 1 positive integer, described operator guards is connected with described catch net 2 by link 7.
Wherein, in the embodiment of the present application, described catch net adopts steel cable to make, and described catch net surface scribbles rust protection paint, and the pore diameter size of described catch net is positioned at the first preset range, and described first preset range is less than or equal to 10CM for being more than or equal to 3CM.
Wherein, in the embodiment of the present application, adopt angle steel can the intensity of support equipment, Tu rust protection paint can prevent from getting rusty.
Wherein, in the embodiment of the present application, described fender adopts angle steel to make, and adopts the connected mode of welding to connect between described 3 fenders.
Wherein, in the embodiment of the present application, welding is adopted to ensure stable connection.
Wherein, in the embodiment of the present application, described N number of staple is evenly distributed on described 3 fenders.
Wherein, in the embodiment of the present application, below the principle of work of monitoring station is introduced, belong to prior art, using the monitoring station that is arranged on monitored buildings as measured point, be arranged on the relative base station without negative area of monitored buildings annex as calibration point, monitoring station and base station are all by the positioning signal of big-dipper satellite module real-time reception big-dipper satellite, then received positioning signal is transferred to based terminal system by wireless transport module by monitoring station and base station, data analysis system on based terminal system becomes can carry out solution calculation and Analysis to monitoring station and base station, thus judge whether the coordinate figure at the initial coordinate values relative datum station of monitoring station offsets, the deflection that can draw monitored buildings is become according to offset data.
Technical scheme in above-mentioned the embodiment of the present application, at least has following technique effect or advantage:
Owing to have employed, mountain landslide supervision station equipment is designed to comprise: shell, catch net, operator guards, described monitoring station is fixed in described shell, under described shell is embedded in monitored massif slope ground, described catch net is laid on the ground above described shell, described catch net is connected by steel cable with described shell, described operator guards comprises: 3 fenders, described 3 fenders are connected to each other and form equilateral triangle shape, described 3 fenders are all perpendicular to described slope ground, N number of staple upper end is all connected with described fender, under described N number of staple lower end is all embedded in described slope ground, described N be more than or equal to 1 positive integer, the technical scheme that described operator guards is connected with described catch net by link, fixing in the enclosure by monitoring station, then under shell being embedded in slope ground, the direct impact of falling rocks can be avoided, when there being falling rocks landing, utilize the triangle operator guards of top, can stop falling rocks and shunt from 2 sides, falling rocks is avoided directly to impact monitoring station or drop above monitoring station, and be provided with catch net, the stone flown can be stopped, protect monitoring station further, and be provided with steel cable, when needs replacing or maintenance monitoring station, utilize steel cable by shell from underground pull-up, easy to use, so, efficiently solve existing fixing monitoring station on the slope and there is shortage protection, easily destroyed by falling rocks, cause the technical matters often needing repairing or change, and then it is reasonable to achieve equipment de-sign, monitoring station on slope is protected, avoid being impacted by falling rocks, avoid the technique effect of often maintenance or replacing monitoring station.
Although describe the preferred embodiments of the present invention, those skilled in the art once obtain the basic creative concept of cicada, then can make other change and amendment to these embodiments.So claims are intended to be interpreted as comprising preferred embodiment and falling into all changes and the amendment of the scope of the invention.
Obviously, those skilled in the art can carry out various change and modification to the present invention and not depart from the spirit and scope of the present invention.Like this, if these amendments of the present invention and modification belong within the scope of the claims in the present invention and equivalent technologies thereof, then the present invention is also intended to comprise these change and modification.
Claims (4)
1. mountain landslide supervision station equipment, is characterized in that, described equipment comprises:
Shell, catch net, operator guards, described monitoring station is fixed in described shell, under described shell is embedded in monitored massif slope ground, described catch net is laid on the ground above described shell, described catch net is connected by steel cable with described shell, described operator guards comprises: 3 fenders, described 3 fenders are connected to each other and form equilateral triangle shape, described 3 fenders are all perpendicular to described slope ground, N number of staple upper end is all connected with described fender, under described N number of staple lower end is all embedded in described slope ground, described N be more than or equal to 1 positive integer, described operator guards is connected with described catch net by link.
2. equipment according to claim 1; it is characterized in that, described catch net adopts steel cable to make, and described catch net surface scribbles rust protection paint; the pore diameter size of described catch net is positioned at the first preset range, and described first preset range is less than or equal to 10CM for being more than or equal to 3CM.
3. equipment according to claim 1, is characterized in that, described fender adopts angle steel to make, and adopts the connected mode of welding to connect between described 3 fenders.
4. equipment according to claim 1, is characterized in that, described N number of staple is evenly distributed on described 3 fenders.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510419577.0A CN105069983B (en) | 2015-07-17 | 2015-07-17 | Mountain landslide supervision station equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510419577.0A CN105069983B (en) | 2015-07-17 | 2015-07-17 | Mountain landslide supervision station equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105069983A true CN105069983A (en) | 2015-11-18 |
| CN105069983B CN105069983B (en) | 2017-08-08 |
Family
ID=54499337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510419577.0A Expired - Fee Related CN105069983B (en) | 2015-07-17 | 2015-07-17 | Mountain landslide supervision station equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105069983B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0943148A (en) * | 1995-07-27 | 1997-02-14 | Ishikawajima Harima Heavy Ind Co Ltd | Fluorometer |
| CN201763364U (en) * | 2010-08-30 | 2011-03-16 | 山东科技大学 | Safety protection frame for drilling operating platform |
| CN202400052U (en) * | 2012-01-06 | 2012-08-29 | 刘铭飞 | Safety protective hood at top of slag discharging machine |
| CN102966052A (en) * | 2012-12-04 | 2013-03-13 | 中国水电顾问集团贵阳勘测设计研究院 | Protective method and structure for preventing rockfall dangers at high and steep slope of mountain road |
| CN203881299U (en) * | 2014-03-11 | 2014-10-15 | 桂林聚联科技有限公司 | Sliding mass depth displacement sensor based on fiber grating displacement detection |
| CN204884079U (en) * | 2015-07-17 | 2015-12-16 | 成都汉康信息产业有限公司 | Mountain landslide monitoring station device |
-
2015
- 2015-07-17 CN CN201510419577.0A patent/CN105069983B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0943148A (en) * | 1995-07-27 | 1997-02-14 | Ishikawajima Harima Heavy Ind Co Ltd | Fluorometer |
| CN201763364U (en) * | 2010-08-30 | 2011-03-16 | 山东科技大学 | Safety protection frame for drilling operating platform |
| CN202400052U (en) * | 2012-01-06 | 2012-08-29 | 刘铭飞 | Safety protective hood at top of slag discharging machine |
| CN102966052A (en) * | 2012-12-04 | 2013-03-13 | 中国水电顾问集团贵阳勘测设计研究院 | Protective method and structure for preventing rockfall dangers at high and steep slope of mountain road |
| CN203881299U (en) * | 2014-03-11 | 2014-10-15 | 桂林聚联科技有限公司 | Sliding mass depth displacement sensor based on fiber grating displacement detection |
| CN204884079U (en) * | 2015-07-17 | 2015-12-16 | 成都汉康信息产业有限公司 | Mountain landslide monitoring station device |
Non-Patent Citations (1)
| Title |
|---|
| 冯蓉: "基于GPS和GPRS的滑坡监测系统涉及", 《中国优秀硕士学位论文全文数据库信息科技辑》 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105069983B (en) | 2017-08-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104933831A (en) | Protective apparatus of geological disaster monitoring station | |
| CN101458069B (en) | Tunnel wall rock deformation monitoring method and monitoring system thereof | |
| CN204884079U (en) | Mountain landslide monitoring station device | |
| CN102409703A (en) | Monitoring method for horizontal displacement of foundation pit pile top and monitoring device thereof | |
| CN103760574A (en) | Method for restraining static positioning drifting and vehicle-mounted terminal positioning system | |
| CN105513284A (en) | Beidou satellite-based immovable cultural relic monitoring station protection device | |
| CN103885069A (en) | Long-distance pipeline GPS control measurement method based on CORS | |
| CN205334688U (en) | Not portable historical relic monitoring station protective apparatus based on big dipper satellite | |
| CN105261155A (en) | Landslide monitoring station equipment based on Beidou satellite | |
| CN204694279U (en) | Based on the bridge health monitoring station stationary installation of big-dipper satellite | |
| CN107816967A (en) | Goaf Monitoring method of the subsidence and monitoring system | |
| CN204965690U (en) | Mountain landslide monitoring station device based on big dipper satellite | |
| Bar et al. | Managing landslide risks associated with erosion-driven slope instabilities using near real-time deformation monitoring systems | |
| CN105069983A (en) | Landslide monitoring station equipment | |
| CN204694275U (en) | Bridge health monitoring station anti-theft device | |
| CN204884078U (en) | Geological disasters monitoring station protection device | |
| CN204876644U (en) | Calamity monitoring station fixing device based on big dipper satellite | |
| CN104964728A (en) | Monitoring station supporting device of water level early warning system | |
| CN104765058A (en) | Geological surveying and mapping system based on Beidou satellite navigation | |
| CN204694221U (en) | Bridge health monitoring station erecting device | |
| CN104878960A (en) | BDS (BeiDou navigation satellite system) based disaster monitoring station fixing equipment | |
| CN204881784U (en) | Water level early warning system monitoring station strutting arrangement | |
| He et al. | Monitoring steep slope movement at xiaowan dam with GPS multi-antenna method | |
| KR100760215B1 (en) | Structure construction management system using GNSS | |
| CN204694223U (en) | Big Dipper disaster alarm monitoring station servicing unit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170808 |