CN202255368U - Integrated system for measuring non-uniform settlement of building foundation - Google Patents

Integrated system for measuring non-uniform settlement of building foundation Download PDF

Info

Publication number
CN202255368U
CN202255368U CN2011203141268U CN201120314126U CN202255368U CN 202255368 U CN202255368 U CN 202255368U CN 2011203141268 U CN2011203141268 U CN 2011203141268U CN 201120314126 U CN201120314126 U CN 201120314126U CN 202255368 U CN202255368 U CN 202255368U
Authority
CN
China
Prior art keywords
building foundation
integral system
integrated system
building
calculating
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.)
Expired - Fee Related
Application number
CN2011203141268U
Other languages
Chinese (zh)
Inventor
付梓修
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN2011203141268U priority Critical patent/CN202255368U/en
Application granted granted Critical
Publication of CN202255368U publication Critical patent/CN202255368U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Arrangements For Transmission Of Measured Signals (AREA)

Abstract

The utility model discloses an integrated system for measuring the non-uniform settlement of a building foundation and belongs to the field of building detection. The integrated system comprises a detection unit, a transport unit and a calculation and control unit. The transport unit is respectively connected with the detection unit and the calculation and control unit. The integrated system is suitable for all artificial buildings comprising hydraulic building foundations, highway and railway bridge piers and abutments, wind power foundations, high-rise building foundations, towering building foundations and the like. All the buildings which possibly have the problem of non-uniform settlement to cause a serious result can be subjected to early warning and processing by the system.

Description

Measure the integral system of building foundation non-uniform settling
Technical field
The utility model relates to a kind of integral system of measuring the building foundation non-uniform settling.
Background technology
Nearly all artificial structure is located on the foundation.Various loads in the self gravitation of these buildingss and the physical environment can directly be transferred on its basis, are carried by the basis.
The basis itself is the part of buildings, and it is located on the ground, can be because the uneven sedimentation of the inhomogeneous generation of bearing capacity of stressed inhomogeneous or ground.A lot of artificial structures' damage in the world, the overwhelming majority are because foundation uneven settlement causes, and therefore, can effectively observe the foundation non-uniform settling seem very necessary.
The non-uniform settling on basis is that when receiving buildings pressure, the uneven subsidence of underground foundation causes owing to present position, building foundation ground.Comparatively speaking, we think that buildings itself is a rigidity, and itself does not deform reinforced concrete, and the inhomogeneous buildings that caused of its ground tilts to certain direction.
As shown in Figure 1, our known building foundation width is A, is α if measure this tilt variation angle, then non-uniform settling value H=cot ∠ α * A.
The traditional observation procedure of non-uniform settling on basis is, horizontal observation station is set around in the building foundation, establishes level observation basic point in the position of leaving buildings.Regularly with the discrepancy in elevation of these observation stations of level measurement with respect to basic point.Relatively, obtain the settlement values with respect to basic point, analyze these sedimentation values, whether the force-bearing situation that just can know buildings safety, proposes to keep in repair and remedial measures.
But therefore traditional observation procedure usually can not carry out early warning because level measurement lacks continuity and high precision property before foundation uneven settlement takes place.
Summary of the invention
Weak point to above-mentioned prior art existence; The purpose of the utility model just is to provide a kind of integral system of measuring the building foundation non-uniform settling; The integral system of this measurement building foundation non-uniform settling utilizes modern technology of Internet of things; Digitized processing is carried out at the inclination angle of xy direction, converted to digital signal, be transferred to the Internet of Things cloud computing server through modern communications technology (zigbee, gprs, 3G) then.
The technical scheme of the utility model is: a kind of integral system of measuring the building foundation non-uniform settling; This integral system comprises detecting unit, delivery unit and calculating and control module, and said delivery unit is connected with said calculating and control module with said detecting unit respectively.
As preferably, said detecting unit is the angle of bank measurement sensor.
As preferably, said angle of bank measurement sensor is the twin shaft angular transducer.
As preferably, said delivery unit is earlier via after the zigbee wireless data transmission, is transferred to said calculating and control module through gprs and 3G again.
As preferably, said calculating and control module are the Internet of Things cloud computing server.
Compared with prior art; The utility model utilizes modern technology of Internet of things; Digitized processing is carried out at the inclination angle of xy direction, converted to digital signal, be transferred to the Internet of Things cloud computing server through modern communications technology (zigbee, gprs, 3G) then; Thereby the realization continuous monitoring is carried out early warning before foundation uneven settlement takes place.
Description of drawings
Fig. 1 is the non-uniform settling schematic diagram;
Fig. 2 is the overall schematic of the utility model.
Embodiment
To combine accompanying drawing that the utility model is described further below.
The integral system of measurement building foundation non-uniform settling as shown in Figure 1, this integral system comprises detecting unit, delivery unit and calculating and control module, delivery unit is connected with calculating and control module with detecting unit respectively.
Detecting unit is the angle of bank measurement sensor, is preferably the twin shaft angular transducer.
The twin shaft angular transducer carries out data acquisition to each monitoring point.
First from the information that the twin shaft angular transducer is collected via after the zigbee wireless data transmission, be transferred to the Internet of Things cloud computing server through gprs and 3G again.
The Internet of Things cloud computing server puts these data and handle in storage; The inclination angle changed is provided with the early warning threshold values, when angle value surpasses threshold values, when just buildings might be caused danger; Cloud computing server can send early warning automatically, notifies the related personnel to take measures.
Native system is applicable to all artificial structures: comprise that hydraulic structure basis, road and rail bridge pier, wind-powered electricity generation basis, high-rise are basic, high-rise structures basis etc.; All non-uniform settlings that might take place cause serious consequence, can come early warning and processing with the method.

Claims (5)

1. integral system of measuring the building foundation non-uniform settling; It is characterized in that: this integral system comprises detecting unit, delivery unit and calculating and control module, and said delivery unit is connected with said calculating and control module with said detecting unit respectively.
2. the integral system of measurement according to claim 1 building foundation non-uniform settling is characterized in that: said detecting unit is the angle of bank measurement sensor.
3. the integral system of measurement according to claim 2 building foundation non-uniform settling is characterized in that: said angle of bank measurement sensor is the twin shaft angular transducer.
4. according to the integral system of the described measurement of the arbitrary claim of claim 1-3 building foundation non-uniform settling; It is characterized in that: said delivery unit via after the zigbee wireless data transmission, is transferred to said calculating and control module through gprs and 3G for earlier again.
5. the integral system of measurement according to claim 4 building foundation non-uniform settling is characterized in that: said calculating and control module are the Internet of Things cloud computing server.
CN2011203141268U 2011-08-24 2011-08-24 Integrated system for measuring non-uniform settlement of building foundation Expired - Fee Related CN202255368U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011203141268U CN202255368U (en) 2011-08-24 2011-08-24 Integrated system for measuring non-uniform settlement of building foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011203141268U CN202255368U (en) 2011-08-24 2011-08-24 Integrated system for measuring non-uniform settlement of building foundation

Publications (1)

Publication Number Publication Date
CN202255368U true CN202255368U (en) 2012-05-30

Family

ID=46116595

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011203141268U Expired - Fee Related CN202255368U (en) 2011-08-24 2011-08-24 Integrated system for measuring non-uniform settlement of building foundation

Country Status (1)

Country Link
CN (1) CN202255368U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103034207A (en) * 2012-12-14 2013-04-10 江苏飞尚安全监测咨询有限公司 Infrastructure health monitoring system and implementation process thereof
CN104563169A (en) * 2014-12-30 2015-04-29 大唐定边风力发电有限责任公司 Measuring device for fan foundations
CN104792307A (en) * 2015-04-09 2015-07-22 上海建工二建集团有限公司 Internet of Things based control system of tilt sensor for adjusting verticality of stand column
CN105271028A (en) * 2014-06-24 2016-01-27 上海市建工设计研究院有限公司 Method for detecting stability of foundation of tower crane in real time and detection device
CN107905204A (en) * 2015-11-22 2018-04-13 贾晓轻 Foundation structure monitors system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103034207A (en) * 2012-12-14 2013-04-10 江苏飞尚安全监测咨询有限公司 Infrastructure health monitoring system and implementation process thereof
CN105271028A (en) * 2014-06-24 2016-01-27 上海市建工设计研究院有限公司 Method for detecting stability of foundation of tower crane in real time and detection device
CN104563169A (en) * 2014-12-30 2015-04-29 大唐定边风力发电有限责任公司 Measuring device for fan foundations
CN104563169B (en) * 2014-12-30 2016-05-25 大唐定边风力发电有限责任公司 A kind of measurement mechanism for blower fan ground
CN104792307A (en) * 2015-04-09 2015-07-22 上海建工二建集团有限公司 Internet of Things based control system of tilt sensor for adjusting verticality of stand column
CN107905204A (en) * 2015-11-22 2018-04-13 贾晓轻 Foundation structure monitors system

Similar Documents

Publication Publication Date Title
CN202255368U (en) Integrated system for measuring non-uniform settlement of building foundation
CN206470003U (en) A kind of offshore wind power generation basic utility automation safety monitoring assembly
CN207598433U (en) A kind of offshore wind farm crew base flushing monitoring system
CN201237502Y (en) Automated monitoring system for dry sands of tailings reservoir
CN103088806B (en) A kind of high-fill roadbed and earth and rockfill dam are out of shape wireless real time monitoring system
CN102101483A (en) Sensor structure for monitoring track axle
CN202547721U (en) Water regimen monitoring early warning system
CN110274658A (en) A kind of hydroenergy storage station ice condition supervising device and method
Currie et al. Development of a robust structural health monitoring system for wind turbine foundations
CN206399414U (en) One kind is based on GPRS power transmission line line pole tower tilt detection systems
CN103243743B (en) Quantitative detection method of safe reliability of tower foundation of wind generator
CN103017724A (en) Method for diagnosing sound condition of steel structure and steel structure inclination angle diagnosing device
CN204269106U (en) A kind of tunnel-type change monitoring system based on CORS base station
CN204239154U (en) Wind-driven generator tower sedimentation is tilted and vibrations safety monitoring system
CN102944221B (en) System for automatically monitoring vertical displacement of operation track
CN203249616U (en) Bridge flexibility data collecting and monitoring system based on GPRS network
CN202869441U (en) Graphic comparison technology based rail displacement monitoring device
CN203285134U (en) Wire-bracing-type triangular truss wind measuring tower
CN212779344U (en) Bridge safety real-time monitoring system
CN212721305U (en) Slope earth surface displacement monitoring field experiment system based on binocular vision
CN203551236U (en) Vacuum communication pipe bridge deflection monitoring system based on silicone oil
CN106643651A (en) A GPRS-based inclination detection system for electric power transmission line supports
CN113932694A (en) Culvert safety automatic monitoring system
CN201311281Y (en) Remote strain measuring collector
Soman et al. Kalman-filter based data fusion for neutral axis tracking for damage detection in wind-turbine towers

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120530

Termination date: 20150824

EXPY Termination of patent right or utility model