CN205861039U - A kind of system of efficiently monitoring for building - Google Patents
A kind of system of efficiently monitoring for building Download PDFInfo
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- CN205861039U CN205861039U CN201620655968.2U CN201620655968U CN205861039U CN 205861039 U CN205861039 U CN 205861039U CN 201620655968 U CN201620655968 U CN 201620655968U CN 205861039 U CN205861039 U CN 205861039U
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- monitoring
- building
- displacement
- basic point
- displacement transducer
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Abstract
A kind of system of efficiently monitoring for building, by displacement transducer node group, wireless senser, communication coordinator and monitoring terminal are constituted, displacement transducer node group is made up of some displacement transducers being evenly distributed on building masonry wall surrounding, displacement transducer is arranged on basic point, displacement transducer and building masonry wall spacing are 0.5m～0.9m, between adjacent two displacement transducers, spacing is 6～10m, displacement transducer upper end is provided with a triangular baffle, triangular baffle side is fixing with building masonry wall to be connected, wireless senser is for gathering the Monitoring Data of displacement transducer, wireless senser is by Monitoring Data transmission to communication coordinator, communication coordinator completes interpretation and the screening of Monitoring Data, Monitoring Data after interpretation is screened by communication coordinator is transmitted to monitoring terminal.This utility model has that real-time monitoring effect is good, Monitoring Performance is superior efficiently, Monitoring Data degree of accuracy is high, it is easy to use to monitor and the feature such as early warning is effective.
Description
Technical field
This utility model relates to technical field of buildings, particularly to a kind of system of efficiently monitoring for building.
Background technology
Building such as high-rise building, large bridge lamp, it is subject construction when, the sedimentation of its level dynamically for
The safe operation of above-mentioned building is most important.Monitoring dynamic for the sedimentation of above-mentioned building level now is generally
For periodically sending someone by apparatus measures, its exist cannot early warning in time, personal monitoring is loaded down with trivial details, response speed is slow, monitoring information is unstable
Fixed problem, cannot tackle site environment complicated and changeable simultaneously.
Utility model content
The purpose of this utility model is to solve above-mentioned deficiency, it is provided that a kind of system of efficiently monitoring for building, tool
Have that real-time monitoring effect is good, Monitoring Performance is superior efficiently, Monitoring Data degree of accuracy is high, it is easy to use to monitor and early warning is effective etc.
Feature.
This utility model is solved the technical problem that to realize by the following technical solutions:
A kind of system of efficiently monitoring for building, by displacement transducer node group, wireless senser, communication coordinator
And monitoring terminal is constituted, institute's displacement sensors node group is by some displacement transducers being evenly distributed on building masonry wall surrounding
Constituting, institute's displacement sensors is arranged on basic point, and institute's displacement sensors and building masonry wall spacing are 0.5m～0.9m, phase
Between adjacent two institute's displacement sensors, spacing is 6～10m, and institute's displacement sensors upper end is provided with a triangular baffle, described three
Baffle plate side, angle is fixing with building masonry wall to be connected, and described wireless senser is for gathering the monitoring number of institute's displacement sensors
According to, described wireless senser is by Monitoring Data transmission to communication coordinator, and described communication coordinator completes sentencing of Monitoring Data
Reading and screening, the Monitoring Data after interpretation is screened by described communication coordinator is transmitted to described monitoring terminal.
Described basic point is cylindrical structure, and described basic point is poured by reinforced concrete and makes.
Described basic point height is 3.5m, and described basic point is located underground, protrusion ground, described basic point upper end horizontal line, described
Basic point protrudes ground horizontal line Partial Height less than 0.5m.
Institute's displacement sensors and building masonry wall optimal spacing are 0.8m.
Between adjacent two institute's displacement sensors, optimal spacing is 8m.
Institute's displacement sensors is straight line micro-displacement sensor, is provided with a compression bullet in described straight line micro-displacement sensor
Spring.
Described monitoring terminal is computer, mobile phone or panel computer.
This utility model compared with prior art has following outstanding advantages and effect: this utility model passes through wireless telecommunications
Technology, can complete tall building foundation sedimentation Real Time Monitoring, has that real-time monitoring effect is good, the superior height of Monitoring Performance
The features such as effect, Monitoring Data degree of accuracy are high, it is easy to use to monitor and early warning is effective.
Feature of the present utility model see graphic and the most preferably embodiment the detailed description of this case and obtains clear
Ground is understood.
Accompanying drawing explanation
Fig. 1 is the overall control structure schematic diagram of this utility model embodiment；
Fig. 2 is the displacement transducer mounting structure schematic diagram of this utility model embodiment；
Fig. 3 is the displacement transducer arrangement schematic diagram of this utility model embodiment.
Detailed description of the invention
For the technological means making this utility model realize, creation characteristic, reach purpose and be easy to understand with effect, under
Face combines and is specifically illustrating, and this utility model is expanded on further.
As shown in Figure 1 to Figure 3, a kind of system of efficiently monitoring for building that this utility model provides, displacement pass
Sensor node group 1, wireless senser 2, communication coordinator 3 and monitoring terminal 4 are constituted, displacement transducer node group 1 by some all
The even displacement transducer 11 being distributed in building masonry wall 5 surrounding is constituted, and displacement transducer 11 is straight line micro-displacement sensor, straight line
Being provided with a compression spring 12 in micro-displacement sensor, displacement transducer 11 is arranged on basic point 7, basic point 7 in cylindrical structure, base
Point 7 is poured by reinforced concrete to be made, and basic point 7 height be 3.5m, and basic point 7 is located underground, basic point 7 upper end protrusion ground level
Line, basic point 7 protrudes ground horizontal line Partial Height and is less than 0.5m, and displacement transducer 11 and building wall 5 body spacing are 0.5m
～0.9m, between adjacent two displacement transducers 11, spacing is 6～10m, and displacement transducer 11 upper end is provided with a triangular baffle 6,
Triangular baffle 6 side is fixing with building masonry wall 5 to be connected, and wireless senser 2 is used for gathering the Monitoring Data of displacement transducer 11,
Wireless senser 2 is by Monitoring Data transmission to communication coordinator 3, and communication coordinator 3 completes interpretation and the screening of Monitoring Data,
Monitoring Data after interpretation is screened by communication coordinator 3 is transmitted to monitoring terminal 4, and monitoring terminal 4 is computer, mobile phone or flat board
Computer.
Further, this utility model displacement transducer 11 and building masonry wall 5 optimal spacing are 0.8m.
Further, between adjacent two displacement transducers 11 of this utility model, optimal spacing is 8m.
According to above-mentioned, operation principle of the present utility model is: first pass through planning and designing, is completed each basic point 7 position
Determine, dig at least 3m degree of depth in basic point 7 position to underground, then water with reinforced concrete and build up cylindrical basic point 7, use this knot
The basic point 7 of structure mode is considered as standard point, thinks that basic point 7 does not settle, fixed by triangular baffle 6 during system monitoring
On the monitoring point of building masonry wall 5, displacement transducer 11 one end is fixed on basic point, and the other end releases with triangular baffle 6, when
When building masonry wall 5 ground occurs sedimentation, triangular baffle 6 moves down therewith, so that the compression bullet in displacement transducer 11
Spring 12 occurs compression to change, thus causes builtin voltage to change, and records settling amount, utilizes wireless senser 2 to survey simultaneously
Amount Monitoring Data completes to read, and transmits to communication coordinator 3, and communication coordinator 3 completes interpretation and the screening of Monitoring Data, logical
Interrogate the Monitoring Data after interpretation is screened by coordinator 3 to transmit to monitoring terminal 4, thus complete monitoring in real time and pre-of entirety
Alert.
This utility model passes through wireless communication technique, can complete tall building foundation sedimentation Real Time Monitoring, have
The spies such as in real time monitoring effect is good, Monitoring Performance is superior efficiently, Monitoring Data degree of accuracy is high, it is easy to use to monitor and early warning is effective
Point.
As known by the technical knowledge, this utility model can be by other essence without departing from its spirit or the reality of essential feature
The scheme of executing realizes.Therefore, embodiment disclosed above, for each side, all it is merely illustrative, is not only
's.All in the range of this utility model or be equal to the change in the range of this utility model all by this utility model bag
Contain.
Claims (7)
1. the system of efficiently monitoring for building, it is characterised in that: by displacement transducer node group, wireless senser,
Communication coordinator and monitoring terminal constitute, and institute's displacement sensors node group is by some building masonry wall surroundings that are evenly distributed on
Displacement transducer is constituted, and institute's displacement sensors is arranged on basic point, and institute's displacement sensors with building masonry wall spacing is
0.5m～0.9m, between adjacent two institute's displacement sensors, spacing is 6～10m, and institute's displacement sensors upper end is provided with one or three
Angle baffle plate, described triangular baffle side is fixing with building masonry wall to be connected, and described wireless senser is used for gathering described displacement and passes
The Monitoring Data of sensor, described wireless senser is by Monitoring Data transmission to communication coordinator, and described communication coordinator completes
The interpretation of Monitoring Data and screening, the Monitoring Data after interpretation is screened by described communication coordinator is transmitted to described monitoring terminal
In.
A kind of system of efficiently monitoring for building the most according to claim 1, it is characterised in that: described basic point is circle
Columnar structures, described basic point is poured by reinforced concrete and makes.
A kind of system of efficiently monitoring for building the most according to claim 2, it is characterised in that: described basic point height
For 3.5m, described basic point is located underground, protrusion ground, described basic point upper end horizontal line, and described basic point protrudes horizontal line portion, ground
Divide height less than 0.5m.
A kind of system of efficiently monitoring for building the most according to claim 1, it is characterised in that: described displacement sensing
Device and building masonry wall optimal spacing are 0.8m.
A kind of system of efficiently monitoring for building the most according to claim 1, it is characterised in that: described in adjacent two
Between displacement transducer, optimal spacing is 8m.
A kind of system of efficiently monitoring for building the most according to claim 1, it is characterised in that: described displacement sensing
Device is straight line micro-displacement sensor, is provided with a compression spring in described straight line micro-displacement sensor.
A kind of system of efficiently monitoring for building the most according to claim 1, it is characterised in that: described monitoring terminal
For computer or mobile phone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620655968.2U CN205861039U (en) | 2016-06-20 | 2016-06-20 | A kind of system of efficiently monitoring for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620655968.2U CN205861039U (en) | 2016-06-20 | 2016-06-20 | A kind of system of efficiently monitoring for building |
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| Publication Number | Publication Date |
|---|---|
| CN205861039U true CN205861039U (en) | 2017-01-04 |
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| CN201620655968.2U Active CN205861039U (en) | 2016-06-20 | 2016-06-20 | A kind of system of efficiently monitoring for building |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107300374A (en) * | 2017-06-28 | 2017-10-27 | 中国路桥工程有限责任公司 | A kind of special foundation bridge settlement prediction meanss and technique |
| CN107314755A (en) * | 2017-07-19 | 2017-11-03 | 新奥泛能网络科技股份有限公司 | Building settlement detecting system |
| CN108613700A (en) * | 2018-05-31 | 2018-10-02 | 中国计量大学 | A kind of building inclination angle and Oscillation Amplitude detection device and method |
| CN108631422A (en) * | 2018-06-13 | 2018-10-09 | 中国计量大学 | The wireless electric energy transmission device and method of integrated sensor are measured for underground displacement |
| CN109113109A (en) * | 2018-09-19 | 2019-01-01 | 上海市机械施工集团有限公司 | Underground continuous wall monitoring system and monitoring method |
| CN113251999A (en) * | 2021-05-19 | 2021-08-13 | 河北建筑工程学院 | Real-time measuring method for monitoring deformation of building on line |
-
2016
- 2016-06-20 CN CN201620655968.2U patent/CN205861039U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107300374A (en) * | 2017-06-28 | 2017-10-27 | 中国路桥工程有限责任公司 | A kind of special foundation bridge settlement prediction meanss and technique |
| CN107314755A (en) * | 2017-07-19 | 2017-11-03 | 新奥泛能网络科技股份有限公司 | Building settlement detecting system |
| CN108613700A (en) * | 2018-05-31 | 2018-10-02 | 中国计量大学 | A kind of building inclination angle and Oscillation Amplitude detection device and method |
| CN108631422A (en) * | 2018-06-13 | 2018-10-09 | 中国计量大学 | The wireless electric energy transmission device and method of integrated sensor are measured for underground displacement |
| CN108631422B (en) * | 2018-06-13 | 2023-09-05 | 中国计量大学 | Wireless power transmission device and method for underground displacement measurement integrated sensor |
| CN109113109A (en) * | 2018-09-19 | 2019-01-01 | 上海市机械施工集团有限公司 | Underground continuous wall monitoring system and monitoring method |
| CN113251999A (en) * | 2021-05-19 | 2021-08-13 | 河北建筑工程学院 | Real-time measuring method for monitoring deformation of building on line |
| CN113251999B (en) * | 2021-05-19 | 2022-08-02 | 河北建筑工程学院 | Real-time measuring device for monitoring deformation of building on line |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Wenzhong Inventor before: Jiang Zhiyuan Inventor before: Zhang Qingjie Inventor before: Yan Ailun Inventor before: Zhou Xuelong |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170503 Address after: 100049 No. 20, Shijingshan Road, Beijing, Shijingshan District Patentee after: Zhongtie Construction Group Corporation Limited Address before: Zhe yuan Cun 344602 Jiangxi city of Fuzhou province Lichuan County Long An Zhen Yu Jia No. 3 Patentee before: Jiang Zhiyuan |
|
| TR01 | Transfer of patent right |