CN109408920A - Rectifying of leaned building method and deviation-rectifying system - Google Patents
Rectifying of leaned building method and deviation-rectifying system Download PDFInfo
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- CN109408920A CN109408920A CN201811185844.2A CN201811185844A CN109408920A CN 109408920 A CN109408920 A CN 109408920A CN 201811185844 A CN201811185844 A CN 201811185844A CN 109408920 A CN109408920 A CN 109408920A
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- G—PHYSICS
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- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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- G—PHYSICS
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- G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
Abstract
The invention discloses a kind of building Deviation Correction method and deviation-rectifying systems, the main points of its technical scheme are that a kind of rectifying of leaned building method comprises the following methods: step S1: being measured using size dimension and inclined degree of the measuring device to building；Step S2: production building model；Step S3: production testing soil sand table；Step S4: correction test is carried out to building model；Step S5: the numerical difference during rectifying of leaned building between its temporary steady-state value and final steady-state value is determined；Step S6: soil digging forced falling rectifying deviation is carried out to building；A kind of rectifying of leaned building system, including MIM message input module, database module；Data modeling module, analysis module, detection module and control module；It solves since the correction result to building receives the influence of soil-geological layer, causes inaccurate problem of rectifying a deviation；The correction process of building can be modified by the method for simulated experiment, keep the correction result to building more accurate.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of rectifying of leaned building method and deviation-rectifying systems.
Background technique
After prolonged use, the two sides of ground will appear different degrees of sedimentation to many buildings, so as to cause building
The inclination of object, national regulation have specific regulation to the inclination two of buildings at different levels, will try more than fixed building
Correction is removed.Conventional building rectifying of leaned building is mainly by the method in outdoor carry out soil digging, constantly under disturbance basis
The sleeping soil body, and then realize and force correction.
Authorization Notice No. is that the Chinese invention patent file of CN104763004B discloses a kind of soil base rectifying of leaned building
Method, comprising: 1. drill close to the contrary side of building inclination, and drilling includes vertical scour hole and oblique draining
Hole, vertical scour hole and oblique drainage hole intersect in bottom；2. semicircle pipeline retaining wall is inserted into vertical scour hole, by round tube
Road retaining wall is inserted into oblique drainage hole；3. the stirring rod for being connected with high-pressure hydraulic pump is inserted into vertical scour hole, first infused after insertion
Enter the soil body that high pressure water washes away under structure foundation, makes its softening and part forms mud, then by stirring configured with injector head
It mixes head to stretch out laterally towards foundation soil, starts motor after stretching, rotate stirring-head, stir the soil body, cooperation injector head accelerates mud
Slurry is formed, and oblique drainage hole is discharged；4. being inserted into and being drawn water into oblique drainage hole using water pumper after building is gradually corrected
Pipe empties the mud in hole；5. injecting the soft soil curing agent of slurry condition into drainpipe, foundation soil is solidified；6. last fill
Cement injection sealing of hole.This method quickly can carry out correction processing to structure foundation, and it is solid to form the stronger soil body
Change.
But above-mentioned soil base building method for correcting error, mainly by close to the contrary side of building inclination
Drilling, and then the soil body to crouch under building basis is disturbed, to realize rectifying of leaned building.Soil was emptied due to using at that time
The method on ground force-lands to building, and building bottom soil matrix is by geological stratification structure and empties structure and is influenced, and needs one
The fixed time can reach stable state, therefore stop carrying out stopping soil to building after detecting that building reaches correction standard
Body is emptied, inaccurate to the result of building Deviation Correction.
Summary of the invention
In view of the deficienciess of the prior art, one of them of the invention is designed to provide a kind of rectifying of leaned building side
Method is modified the correction process of building by the method for simulated experiment, keeps the correction result to building more accurate.
Above-mentioned technical purpose of the invention has the technical scheme that
Step S1: it is measured using size dimension and inclined degree of the measuring device to building；
Step S2: calculating according to weight of the size of measurement to building, and according to the size and weight of building into
Row scaling makes building model；
Step S3: geological prospecting is carried out to the earth's surface where building, determines the layer classification and its mechanical property of its soil；According to
Scaling identical with building model makes testing soil sand table；
Step S4: building model is arranged on testing soil sand table according to the inclined degree of practical building；To building
Model carries out correction test；The tilt angle of building model is detected in real time during correction；
Step S5: carrying out the real test of repeatedly correction to buildings model, determines during rectifying of leaned building its temporary steady-state value and most
Numerical difference between whole steady-state value；
Step S6: soil digging forced falling rectifying deviation is carried out to building, is obtained according to the numerical difference between temporary steady-state value and final steady-state value
To specified tilt values, when correction to specified tilt values, stop carrying out soil digging forced falling rectifying deviation.
Through the above technical solutions, being measured by size specification to building and gradient, and then to according to measurement
As a result pacify and zoom in and out according to a certain percentage, make building model；It is surveyed by carrying out geology to the earth's surface where building
It visits, determines the layer classification and its mechanical property of its soil；And then it makes and tests according to scaling identical with building model
Soil sand table；Building model is arranged on testing soil sand table according to the inclined degree of practical building；To building mould
Type carries out correction test；The tilt angle of building model is detected in real time during correction, by buildings model
The real test of repeatedly correction is carried out, determines the numerical difference during rectifying of leaned building between its temporary steady-state value and final steady-state value,
And then instructed according to practical correction process of the numerical difference between temporary steady-state value and final steady-state value to building, according to
Numerical difference between temporary steady-state value and final steady-state value obtains specified tilt values, when correction to specified tilt values, stops
Soil digging forced falling rectifying deviation is only carried out, to keep the rectifying effect to building more accurate.
It is another object of the present invention to provide a kind of rectifying of leaned building systems, to building can rectify a deviation
The influence factor of geological stratification structure in journey is analyzed and is estimated, and then keeps the correction to building more accurate.
Above-mentioned technical purpose of the invention has the technical scheme that a kind of rectifying of leaned building system,
Including MIM message input module, database module；Data modeling module, analysis module, detection module and control module；
The MIM message input module is used to input name information, size specification information, inclination information and the soil of current building
Earth geological information；
The database module is stored with soil-geological stress data library and structural quality parameter information；
Building size specification information that the data modeling module is inputted according to MIM message input module, inclination information soil
Matter information carries out building and geological stratification structure carries out three-dimensional modeling；
The soil-geological stress data library and structural quality parameter information pair that the analysis module is stored according to database module
The threedimensional model that data modeling module generates carries out calculating analysis, obtains the dimensions that correction is emptied；
The detection module acquires the inclination information real-time perfoming of the building in correction；
The control module is connected with detection module, and when the gradient of building reaches rating number, control module control is drawn
Null device is out of service.
Through the above technical solutions, rectifying of leaned building system, including MIM message input module, database module；Data modeling
Module, analysis module, detection module and control module；Database module is stored with soil-geological stress data library and building substance
Measure parameter information；By MIM message input module input the name information of current building, size specification information, inclination information and
Soil-geological information；And then inputted according to MIM message input module by data modeling module building size specification information, incline
Slope information soil-geological information carries out building and geological stratification structure carries out three-dimensional modeling；Analysis module is according to database mould
The threedimensional model that the soil-geological stress data library of block storage and structural quality parameter information generate data modeling module into
Row calculates analysis, obtains the dimensions that correction is emptied；Then the dimensions correction obtained according to analysis module emptied
Correction processing is carried out to building, and then is adopted by inclination information real-time perfoming of the detection module to the building in correction
Collection；When the gradient of building reaches rating number, it is out of service that equipment is emptied in control module control.Rectifying of leaned building system
By the way that the influence factor of geological stratification is added, and by modeling and simulating and closed-loop control, and then realizes and accurately rectify a deviation to building.
Preferably, the detection module includes gradient acquisition unit and gradient computing unit；The gradient acquisition
Unit carries out real-time multi-point sampling to the gradient of building；What the gradient computing unit acquired gradient acquisition unit
Unstable numerical value exclude and carries out average calculating to remaining sample magnitude, obtains the real-time inclination information of building.
Through the above technical solutions, detection module includes gradient acquisition unit and gradient computing unit；Pass through inclination
It spends acquisition unit and real-time multi-point sampling is carried out to the gradient of building, and then gradient is acquired by gradient computing unit
The unstable numerical value of unit acquisition exclude and carries out average calculating to remaining sample magnitude, show that building inclines in real time
Slope information, to make the more accurate and reliable to the gradient testing result of building of detection module.
Preferably, the gradient acquisition unit includes several inclination angle detection sensings for being fixed on building lateral wall
Device.
Through the above technical solutions, gradient acquisition unit includes several inclination angle detections for being fixed on building lateral wall
Sensor, by the inclination angle detection sensor that is arranged on building lateral wall so as to building during correction
Change of pitch angle is measured in real time, and carries out multipoint acquisition by multiple inclination angle detection sensors, convenient further to acquisition data
Into processing, keep the result of detection more accurate.
Preferably, the data modeling module is modeled using BIM technology.
Through the above technical solutions, data modeling module is modeled using BIM technology, so as to fast and accurately right
Building and soil horizon carry out three-dimensional modeling, facilitate engineer operation person intuitively to carry out checking that He Guan is read to correction project, are
The three-dimensional artificial of further building model correction process lays the foundation.
Preferably, the analysis module is made of the web server based on RESTFul framework.
Through the above technical solutions, analysis module is made of the web server based on RESTFul framework, and then can lead to
Cross the various functions that network system realizes the end computer pc, the end mobile phone app on-line monitoring.
Preferably, the control module includes alarm unit and control unit；When the gradient of building reaches nominal number
When value, the alarm unit outwardly sends a warning；It is out of service that described control unit control soil empties equipment.
Through the above technical solutions, control module includes alarm unit and control unit, when the gradient of building reaches
When rating number, alarm unit outwardly sends a warning, thus the former current correction of correlation engineering technology people simultaneously in time
State, and then carry out the operation of next step；Control unit control soil empty equipment stop transport row, and then can promptly and accurately into
Row empties correction, keeps the correction process control to building more accurate.
Preferably, the rectifying of leaned building system further includes information storage module, the information storage module and information are defeated
Enter module to be connected with analysis module；The information storage module is to the input information of MIM message input module and the output of analysis module
Information is stored and generates rectifying of leaned building report.
Through the above technical solutions, rectifying of leaned building system further includes information storage module, information storage module and information
Input module is connected with analysis module, by information storage module to the defeated of the input information of MIM message input module and analysis module
Information is stored and generates rectifying of leaned building report out, thus facilitate people to correction project information material carry out storage and
It consults, so as to subsequent use.
In conclusion the invention has the following advantages:
1. being measured by size specification to building and gradient, and then pacify to according to measurement result according to certain ratio
Example zooms in and out, and makes building model；By carrying out geological prospecting to the earth's surface where building, the layer class of its soil is determined
Other and its mechanical property；And then testing soil sand table is made according to scaling identical with building model；By building mould
Type is arranged on testing soil sand table according to the inclined degree of practical building；Correction test is carried out to building model；It is entangling
The tilt angle of building model is detected in real time during partially, by carrying out the real test of repeatedly correction to buildings model,
Determine the numerical difference during rectifying of leaned building between its temporary steady-state value and final steady-state value, so according to temporary steady-state value and
Numerical difference between final steady-state value instructs the practical correction process of building, according to temporary steady-state value and final stable state
Numerical difference between value obtains specified tilt values, when correction to specified tilt values, stops carrying out soil digging forced falling rectifying deviation, from
And keep the rectifying effect to building more accurate；
2. inputting the name information of current building by MIM message input module, size is advised by using rectifying of leaned building system
Lattice information, inclination information and soil-geological information；And then it is built by data modeling module according to what MIM message input module inputted
Build object size specification information, inclination information soil-geological information carries out building and geological stratification structure carries out three-dimensional modeling；
Soil-geological stress data library that analysis module is stored according to database module and structural quality parameter information are to data modeling
The threedimensional model that module generates carries out calculating analysis, obtains the dimensions that correction is emptied；Then it is obtained to according to analysis module
The dimensions emptied of correction correction processing is carried out to building, and then by detection module to the building in correction
The acquisition of inclination information real-time perfoming；When the gradient of building reaches rating number, control module control is emptied equipment and is stopped
Only run.Rectifying of leaned building system passes through modeling and simulating and closed-loop control by the way that the influence factor of geological stratification is added, in turn
Realization accurately rectifies a deviation to building；At rectifying of leaned building report, so that people be facilitated to store the information material of correction project
And access, so as to subsequent use.
Detailed description of the invention
Fig. 1 is the flow chart of rectifying of leaned building method；
Fig. 2 is the functional block diagram of rectifying of leaned building system；
Fig. 3 is layout drawing of the inclination angle detection sensor on building.
Appended drawing reference: 1, MIM message input module；2, database module；3, data modeling module；4, analysis module；5, it detects
Module；51, inclination angle detection sensor；6, control module；61, alarm unit；62, control unit；7, information storage module.
Embodiment: a kind of rectifying of leaned building method comprises the following methods referring to Fig.1:
Step S1: the size dimension of building is measured by checking architectural drawing data, or using measuring tool；It is logical
It crosses using obliquity sensor, Laser plumb instrument or the inclined degree of building is measured using other measuring devices.
Step S2: calculating the weight of building according to the structure type of building and according to the size of measurement, and
And scaling is carried out according to the size and weight of building, make building model.
Step S3: geological prospecting is carried out to the earth's surface where building using the methods of static sounding, determines its soil
Layer classification and its mechanical property；Testing soil sand table is made according to scaling identical with building model.
Step S4: building model is arranged on testing soil sand table according to the inclined degree of practical building；It is surveying
Correction test is carried out to building model using the method for soil digging forced landing on examination soil sand table；In real time to building during correction
The tilt angle of object model is detected.
Step S5: carrying out the real test of repeatedly correction to buildings model, after building model reaches the tilt values of setting,
Stop that building rectify a deviation with regard to soil digging, records the temporary steady-state value of building model at this time；It is small every 24 to building model
Shi Hou again measures the gradient of buildings model, obtains the final steady-state value of buildings model, calculate temporary steady-state value and
Numerical difference between final steady-state value.
Step S6: soil digging forced falling rectifying deviation is carried out to building, according to the numerical value between temporary steady-state value and final steady-state value
Difference obtains specified tilt values, when correction to specified tilt values, stops carrying out soil digging forced falling rectifying deviation.
A kind of rectifying of leaned building system, referring to Fig. 2 and Fig. 3, including MIM message input module 1, database module 2；Data are built
Mould module 3, analysis module 4, detection module 5, control module 6 and information storage module 7.
Database module 2 is stored with soil-geological stress data library and structural quality parameter information, and then for building
The quality of object calculate assessing and be provided the foundation, and is joined according to the stress of soil horizon structures various in soil-geological stress data library
Number, and then variation of the soil horizon structure in structure change and stress and stress variation can be analyzed.
MIM message input module 1 is used to input name information, size specification information, inclination information and the soil of current building
Earth geological information.The gradient of building is detected, will currently need item of rectifying a deviation by input equipments such as keyboard, touch screens
Purpose name information, size specification information, inclination information and soil-geological information.
Data modeling module 3, data modeling module 3 use BIM technology, the building inputted according to MIM message input module 1
Size specification information, inclination information soil-geological information carry out building and geological stratification structure carries out three-dimensional modeling；Data
Modeling module 3 is modeled using BIM technology, is built so as to fast and accurately carry out three-dimensional to building and soil horizon
Mould facilitates engineer operation person intuitively to carry out checking that He Guan is read to correction project, is the three of further building model correction process
Dimension emulation lays the foundation.
Analysis module 4 is made of the web server based on RESTFul framework.Analysis module 4 is deposited according to database module 2
The threedimensional model that the soil-geological stress data library of storage and structural quality parameter information generate data modeling module 3 is counted
Point counting analysis, obtains the dimensions that correction is emptied.The shadow of soil-geological is added to threedimensional model correction calculations in analysis module 4
Speed is rung, and then the dimensions that can more rationally accurately empty to the correction of building calculates, using to building
The correction process of object is more controllable.Analysis module 4 is made of the web server based on RESTFul framework, and then can pass through net
Network system realizes the various functions at the end computer pc, the end mobile phone app on-line monitoring.
Detection module 5 acquires the inclination information real-time perfoming of the building in correction；Detection module 5 includes inclination
Spend acquisition unit and gradient computing unit.Gradient acquisition unit includes the inclination angle inspection that several are fixed on building lateral wall
Survey sensor 51.By multiple inclination angle detection sensors 51 being fixed on building lateral wall to the gradient of building
Carry out real-time multi-point sampling.The numerical value that gradient computing unit acquires gradient acquisition unit sorts by size, in turn
The end value at collating sequence both ends is removed, to exclude to the unstable numerical value of gradient acquisition unit acquisition.Slope meter
It calculates unit and average calculating is carried out to remaining sample magnitude, obtain the real-time inclination information of building.
Control module 6 is connected with detection module 5, when the gradient of building reaches rating number, stops correction and empties.
Control module 6 includes alarm unit 61 and control unit 62.Alarm unit 61 can be set by devices such as signal lamp, buzzers
It sets, when the gradient of building reaches rating number, alarm unit 61 outwardly sends a warning.Control unit 62 can be with
By control modes such as relay controls, when the gradient of building reaches rating number, control valence soil empties equipment stopping
Operation, and then the SERVO CONTROL that process is emptied to soil is realized, keep the correction to building more accurate, reliable.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (8)
1. a kind of rectifying of leaned building method, it is characterised in that comprise the following methods:
Step S1: it is measured using size dimension and inclined degree of the measuring device to building；
Step S2: calculating according to weight of the size of measurement to building, and according to the size and weight of building into
Row scaling makes building model；
Step S3: geological prospecting is carried out to the earth's surface where building, determines the layer classification and its mechanical property of its soil；According to
Scaling identical with building model makes testing soil sand table；
Step S4: building model is arranged on testing soil sand table according to the inclined degree of practical building；To building
Model carries out correction test；The tilt angle of building model is detected in real time during correction；
Step S5: carrying out the real test of repeatedly correction to buildings model, determines during rectifying of leaned building its temporary steady-state value and most
Numerical difference between whole steady-state value；
Step S6: soil digging forced falling rectifying deviation is carried out to building, is obtained according to the numerical difference between temporary steady-state value and final steady-state value
To specified tilt values, when correction to specified tilt values, stop carrying out soil digging forced falling rectifying deviation.
2. a kind of rectifying of leaned building system, it is characterised in that: including MIM message input module (1), database module (2)；Data are built
Mould module (3), analysis module (4), detection module (5) and control module (6)；
The MIM message input module (1) be used to input the name information of current building, size specification information, inclination information and
Soil-geological information；
The database module (2) is stored with soil-geological stress data library and structural quality parameter information；
Building size specification information, the inclination information that the data modeling module (3) inputs according to MIM message input module (1)
Soil-geological information carries out building and geological stratification structure carries out three-dimensional modeling；
The soil-geological stress data library and structural quality parameter that the analysis module (4) stores according to database module (2)
The threedimensional model that information generates data modeling module (3) carries out calculating analysis, obtains the dimensions that correction is emptied；
The detection module (5) acquires the inclination information real-time perfoming of the building in correction；
The control module (6) is connected with detection module (5), when the gradient of building reaches rating number, control module
It is out of service that equipment is emptied in control.
3. rectifying of leaned building system according to claim 2, it is characterised in that: the detection module (5) includes gradient
Acquisition unit and gradient computing unit；The gradient acquisition unit carries out real-time multi-point sampling to the gradient of building；
The gradient computing unit exclude and to remaining sample magnitude to the unstable numerical value that gradient acquisition unit acquires
Average calculating is carried out, obtains the real-time inclination information of building.
4. rectifying of leaned building system according to claim 2, it is characterised in that: the gradient acquisition unit includes several
A inclination angle detection sensor (51) for being fixed on building lateral wall.
5. rectifying of leaned building system according to claim 2, it is characterised in that: the data modeling module (3) uses BIM
Technology is modeled.
6. rectifying of leaned building system according to claim 2, it is characterised in that: the analysis module (4) is by being based on
The web server of RESTFul framework is constituted.
7. rectifying of leaned building system according to claim 2, it is characterised in that: the control module (6) includes alarm list
First (61) and control unit (62)；When the gradient of building reaches rating number, the alarm unit (61) is outwardly sent out
Warning information out；It is out of service that described control unit (62) control soil empties equipment.
8. rectifying of leaned building system according to claim 2, feature exist: the rectifying of leaned building system further includes information
Memory module (7), the information storage module (7) are connected with MIM message input module (1) and analysis module (4)；The information is defeated
Enter module (1) the input information of information storage module (7) and the output information of analysis module (4) are stored and generated and built
Build object correction report.
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| CN201811185844.2A CN109408920A (en) | 2018-10-11 | 2018-10-11 | Rectifying of leaned building method and deviation-rectifying system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112064521A (en) * | 2020-09-01 | 2020-12-11 | 四川华腾公路试验检测有限责任公司 | Reinforcing method for perpendicularity deviation of pier based on energy release method |
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| CN107657092A (en) * | 2017-09-13 | 2018-02-02 | 青岛理工大学 | The building inclination rectification method that foundation drilling fetches earth |
| CN108343260A (en) * | 2018-04-08 | 2018-07-31 | 湖南化工地质工程勘察院有限责任公司 | Inclined building correcting and then reinforcing structure and its construction method |
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