CN105466366B - The vertical absolute deformation of Super High framed-tube structure and differential deformation monitoring device and method - Google Patents
The vertical absolute deformation of Super High framed-tube structure and differential deformation monitoring device and method Download PDFInfo
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- CN105466366B CN105466366B CN201510837752.8A CN201510837752A CN105466366B CN 105466366 B CN105466366 B CN 105466366B CN 201510837752 A CN201510837752 A CN 201510837752A CN 105466366 B CN105466366 B CN 105466366B
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B13/00—Measuring arrangements characterised by the use of fluids
- G01B13/24—Measuring arrangements characterised by the use of fluids for measuring the deformation in a solid
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
- G01C5/04—Hydrostatic levelling, i.e. by flexibly interconnected liquid containers at separated points
Abstract
The present invention proposes a kind of vertical absolute deformation of Super High frame barrel construction structure and differential deformation monitoring device and method, control main frame, the high component of outline border survey for being connected to the control main frame and inner cylinder survey high component, the outline border, which surveys high component, to be included being arranged on the high equipment of survey outside Super High frame barrel construction structure, the first prism arranged on base reference point and divides equally multiple second prisms arranged along the outer framework surrounding, and the absolute altitude value of multiple second prisms is calculated by surveying high equipment for the control main frame；The inner cylinder, which surveys high component, includes at least one first hydrostatic level being arranged on outer framework and multiple second hydrostatic levels respectively arranged along the inner core cylinder surrounding, wherein, first hydrostatic level and second prism are arranged in default shared measuring point.The present invention can not only the effectively vertical absolute deformation of accurate measurements building structure and differential deformation, and its is easy to use, easy to operate, saving is artificial, improves the work efficiency of construction.
Description
Technical field
The present invention relates to construction monitoring technical field, more particularly to a kind of vertical absolute deformation of Super High framed-tube structure
And differential deformation monitoring device and method.
Background technology
In the construction of Super High frame barrel construction structure, can the absolute altitude of each Rotating fields reach the required height of design
It is related to the beautiful and safe of whole building.In addition, the vertical deformation difference of outer framework and Core Walls Structure is to structural elements and non-structural
Component adversely affects, for example, the vertical differential deformation can cause horizontal member to produce annex stress and inclination, wall crazing
And elevator is damaged, therefore, it is necessary to carry out the vertical difference of outer framework and Core Walls Structure in the construction of Super High framed-tube structure
Deformation is monitored and compensates, to ensure the security of building structure.
The content of the invention
The purpose of the present invention is to propose to a kind of vertical absolute deformation of Super High framed-tube structure and differential deformation monitoring device and
Method, can not only the effectively vertical absolute deformation of accurate measurements building structure and differential deformation, and its is easy to use, operation letter
Single, saving manually, improves the work efficiency of construction.
To reach above-mentioned purpose, the present invention proposes a kind of vertical absolute deformation of Super High framed-tube structure and differential deformation prison
Device is surveyed, the Super High frame barrel construction structure is provided with multiple monitoring floors, and each monitoring floor includes outer framework and is arranged on
Inner core cylinder in outer framework, the monitoring device include：Control main frame, the high component of outline border survey for being connected to the control main frame
And inner cylinder surveys high component, the outline border is surveyed the high equipment of survey that high component includes being arranged on outside Super High frame barrel construction structure, is set
In base reference point the first prism and divide equally multiple second prisms arranged along the outer framework surrounding, the control main frame leads to
Cross and survey the absolute altitude value that multiple second prisms are calculated in high equipment；The inner cylinder, which surveys high component, to be included being arranged on outer framework
At least one first hydrostatic level and multiple second hydrostatic levels for dividing equally arrangement along the inner core cylinder surrounding, wherein, one
A first hydrostatic level and second prism are arranged in default shared measuring point, and the high component of the inner cylinder survey, which further includes, to be set
In each monitoring floor and the hydrostatic level acquisition module of control main frame is connected to, the hydrostatic level acquisition module is used for
The measurement data of first hydrostatic level and the second hydrostatic level is gathered, the control main frame is according to the measurement data
The absolute altitude value of multiple second hydrostatic levels, and the absolute altitude value and multiple second according to the second prism is calculated
The absolute deformation of frame cylinder and the differential deformation value of monitoring floor is calculated in the absolute altitude value of hydrostatic level.
In addition, the present invention also provides a kind of above-mentioned vertical absolute deformation of Super High framed-tube structure and differential deformation monitoring device
Monitoring method, the described method comprises the following steps：
Step S11：Relative altitude of multiple second prisms relative to the first prism is obtained by the high device measuring of survey
Value, the control main frame are calculated multiple second according to the absolute altitude value of the first prism and the relative altitude value of the second prism
The absolute altitude value of the absolute altitude value of prism and the first hydrostatic level of shared measuring point；
Step S12：Multiple second hydrostatic levels relatively described first are gathered by the hydrostatic level acquisition module
The relative altitude value of hydrostatic level, the control main frame is according to the absolute altitude value and the second static(al) of the first hydrostatic level
The absolute altitude value of multiple second hydrostatic levels is calculated in the relative altitude value of spirit level；
Step S13：Absolute altitude value and multiple second hydrostatic level of the control main frame according to multiple second prisms
Absolute altitude value be calculated monitoring floor the absolute deformation of frame cylinder and differential deformation value.
The vertical absolute deformation of Super High framed-tube structure of the present invention and differential deformation monitoring device and method can not only be effectively accurate
The really vertical absolute deformation of monitoring building structure and differential deformation, and its is easy to use, easy to operate, saving is artificial, improves
The work efficiency of construction.
Brief description of the drawings
Fig. 1 is the stereochemical structure of the vertical absolute deformation of Super High frame barrel construction structure of the present invention and differential deformation monitoring device
Schematic diagram；
Fig. 2 is the floor map of monitor layer in Fig. 1；
Fig. 3 is the side view of monitor layer in Fig. 1；
Fig. 4 is the flow diagram of the vertical absolute deformation of Super High framed-tube structure of the present invention and differential deformation monitoring method.
Embodiment
The preferred embodiment that the invention will now be described in detail with reference to the accompanying drawings.
Please refer to Fig.1 to Fig.3, in the present invention, for the convenience of monitoring, set in Super High frame barrel construction structure 100 more
A monitoring floor 200, can be specifically every certain floor（Such as 5 layers of interval, or 6,7,8,9 or 10 floors of interval）Set
One monitoring floor 200, multiple monitoring floors 200 are set always arrives attic.Each monitoring floor 200 includes outer framework 201 and sets
Inner core cylinder 202 in outer framework 201, monitors on floor 200 each monitoring point relative to building outer fixing point vertical
Variable quantity is Super High frame barrel construction structure 100 in vertical absolute deformation value；Each monitoring point absolute altitude of the outer framework 201
Average and each monitoring point absolute altitude of inner core cylinder 202 average difference, be each monitor layer of Super High framed-tube structure
Frame cylinder differential deformation value.
The present invention provides a kind of vertical absolute deformation of Super High frame barrel construction structure and differential deformation monitoring device, it is wrapped
Include：Control main frame 1, the high component 2 of outline border survey for being connected to the control main frame 1 and inner cylinder survey high component 3, and the outline border is surveyed high
Component 2 includes being arranged on the high equipment 21 of survey outside Super High frame barrel construction structure 100, the first prism 22 arranged on base reference point
And divide equally multiple second prisms 24 arranged along 201 surrounding of outer framework, the control main frame 1 is calculated by surveying high equipment 21
Obtain the absolute altitude value of multiple second prisms 24；The inner cylinder survey that high component 3 includes being arranged on outer framework 201 at least 1 the
One hydrostatic level 32 and multiple second hydrostatic levels 34 for dividing equally arrangement along 202 surrounding of inner core cylinder, wherein, one
First hydrostatic level 32 and second prism 24 are arranged in default shared measuring point, and the inner cylinder is surveyed high component 3 and also wrapped
Include arranged on each monitoring floor 200 and be connected to the hydrostatic level acquisition module 36 of control main frame 1, the hydrostatic level is adopted
Collection module 36 is used for the measurement data for gathering 32 and second hydrostatic level 34 of the first hydrostatic level, the control main frame
1 the absolute altitude value of multiple second hydrostatic levels 34 is calculated according to the measurement data, and according to the second prism 24
Absolute altitude value and multiple second hydrostatic levels 34 absolute altitude value be calculated monitoring floor 200 frame cylinder definitely become
Shape and differential deformation value.
Wherein, the high equipment 21 of survey may be disposed on the ground of 100 outside certain distance of Super High frame barrel construction structure,
The high equipment 21 of survey is enabled to monitor the second prism 24 on the first prism 22 and all monitoring floors；First rib
The a certain position not deformed outside Super High frame barrel construction structure 100 may be selected in the base reference point of mirror 22, i.e., super
The not changed position of a coordinate is chosen outside Highrise Frame barrel construction structure 100 and installs the first prism 22, as whole prison
The base reference point of survey, the absolute altitude value of the base reference point can measure to obtain in advance.It is described to survey high equipment in the present embodiment
21 can be robot measurement, it can be with the absolute altitude value of automatic measurement the first prism 22 and the second prism 24.
In the present embodiment, multiple second prisms 24, the first hydrostatic level 32 and multiple second on same monitoring floor 200
The height of hydrostatic level 34 is set all in accordance with presupposition theory value, i.e., described second prism 24, the first hydrostatic level 32 and the
The vertical height of two hydrostatic levels 34 is basically identical, wherein, second prism 24 and the first hydrostatic level 32, second are quiet
The difference of the vertical height of power spirit level 34 is usually no more than 10 centimetres, while the difference of the vertical height expires no more than hydrostatic level
The 10% of range.
In the present embodiment, two the second prisms 24 are centrosymmetric cloth on 1 center of outer framework in each monitoring floor 200
Put, two the second hydrostatic levels 34 are centrosymmetric arrangement on 202 center of inner core cylinder.
In the present invention, a certain position is selected to install one at the same time in shared point position as measuring point is shared in outer framework 201
A second prism 24 and first hydrostatic level 32, i.e. first hydrostatic level 32 and the second prism 24 that share measuring point
Vertical height it is identical, be calculated since the vertical height of second prism 24 first passes through, with share measuring point the first static(al)
The vertical height of spirit level 32 is reference, can measure multiple second static(al) water on the inner core cylinder 202 of each monitoring floor respectively
Variable quantity of the quasi- instrument 34 with respect to 32 vertical height of the first hydrostatic level, you can multiple second hydrostatic levels 34 are calculated
Absolute altitude value, and extrapolate 100 vertical absolute deformation differential deformation value of Super High frame barrel construction structure.
It should be noted that in the present embodiment, at least one first hydrostatic level 32 is one, it is arranged in shared
Measuring point；When the structure of Super High frame barrel construction structure 100 is more complicated, when the negative and positive angle of building changes greatly, described at least 1
One hydrostatic level 32 is two or more.
In the present embodiment, the control main frame 1 is computer, and the control main frame 1 is connected to survey height by bluetooth approach
Equipment 21, to control the various operational orders of automatic robot and receive data, certainly, the control main frame 1 can also pass through
The communication modes such as wifi, cable network, 2G/3G/4G, which are connected to, surveys high equipment 21.
In the present embodiment, the hydrostatic level acquisition module 36 is connected to control main frame 1 by way of data radio station,
The operational order sent for receiving control main frame 1, and transfer data to control main frame 1.Certainly, the control main frame 1 is gone back
Hydrostatic level acquisition module 36 can be connected to by communication modes such as wifi, cable network, 2G/3G/4G.
Please refer to Fig.1 to Fig.4, the present invention also provides a kind of vertical absolute deformation of above-mentioned Super High frame barrel construction structure and difference
The monitoring method of different deformation monitoring device, the described method comprises the following steps：
Step S11：Phase of multiple second prisms 24 relative to the first prism 22 is obtained by the high measurement of equipment 21 of the survey
To height value, the control main frame 1 is calculated according to the absolute altitude value of the first prism 22 and the relative altitude value of the second prism 24
Obtain the absolute altitude value of multiple second prisms 24 and the absolute altitude value of the first hydrostatic level 32 of shared measuring point；
In specific implementation, by taking the first monitor layer as an example, when measure for the first time, can first confirm to obtain the first prism
22 absolute altitude value δ（First prism 22 is installed on the position of coordinate fixation）, then by survey the measurement of high equipment 21 obtain it is more
A second prism 24 is respectively △ H relative to the relative altitude value of the first prism 22Share measuring point、△H1、△H2……△HN, as should
The vertical absolute deformation value of multiple second prism, 24 monitoring points, and multiple second prism, 24 positions on outer framework are calculated
Absolute altitude value is respectively △ HShare measuring point+δ、△H1+δ、△H2+δ……△HN+δ；Wherein, △ HShare measuring pointTo be pre- on outer framework 201
If shared measuring point the second prism 24 relative altitude value, measuring point and common at this can be shared in the selection of outer framework 201 one in advance
With upper one second prism 24 of arrangement and first hydrostatic level 32 on measuring point.
Step S12：It is relatively described that multiple second hydrostatic levels 34 are gathered by the hydrostatic level acquisition module 36
The relative altitude value of first hydrostatic level 32, the control main frame 1 according to the absolute altitude value of the first hydrostatic level 32 with
And second the relative altitude value of hydrostatic level 34 the absolute altitude values of multiple second hydrostatic levels 34 is calculated；
In specific implementation, hydrostatic level acquisition module 36 is evenly equipped with each monitoring floor 200, measures each monitoring respectively
Multiple second hydrostatic levels 34 share the relative altitude value of the first hydrostatic level 32 at point position relatively on floor 200.
Such as the first monitoring floor, to share, the first hydrostatic level 32 is reference point at position at measuring point, the monitoring floor each second
The relative altitude value of hydrostatic level 34 is △ h1、△h2……△hn, so as to calculate multiple second quiet on inner core cylinder 202
The absolute altitude value of power spirit level 34 is respectively △ HShare measuring point+δ+△h1、△HShare measuring point+δ+△h2……△HShare measuring point+δ+△hn；And
The absolute deformation value of multiple second hydrostatic level, 34 vertical heights on the inner core cylinder 202 is respectively △ HShare measuring point+△
h1、△HShare measuring point+△h2……△HShare measuring point+△hn；
Step S13：Absolute altitude value and multiple second static level of the control main frame 1 according to multiple second prisms 24
The absolute deformation of frame cylinder and the differential deformation value of monitoring floor is calculated in the absolute altitude value of instrument 34.
In specific implementation, outline border is calculated according to the absolute altitude value of multiple second prisms 24 in the control main frame 1
Multiple second prisms 24 on frame 201（Except the second prism for sharing measuring point）Absolute altitude average be（△H1+△H2……+△
HN）/N+δ；Meanwhile inner core is calculated according to the absolute altitude value of multiple second hydrostatic levels 34 in the control main frame 1
The absolute altitude average of multiple second hydrostatic levels 34 is △ H on cylinder 202Share measuring point+（△h1+△h2……+△hn）/ n+ δ, root
According to the definition of frame cylinder differential deformation value, the average of each monitoring point absolute altitude of outer framework 201 and 202 each monitoring point of inner core cylinder are exhausted
To the frame cylinder differential deformation value of the difference of the average of absolute altitude, the as each monitor layer of Super High framed-tube structure, i.e., each monitoring floor
Frame cylinder differential deformation value △1=（△H1+△H2……+△HN）/N-（△h1+△h2……+△hn）/n-△HShare measuring point。
Compared with the prior art, the vertical absolute deformation of Super High frame barrel construction structure of the present invention and differential deformation monitoring device
And method saves a large amount of costs of labor, while have the advantages that easy to use, easy to operate, work efficiency is high.
To sum up, the vertical absolute deformation of Super High frame barrel construction structure of the present invention and differential deformation monitoring device and method be not only
Can the effectively vertical absolute deformation of accurate measurements building structure and differential deformation, and its easy to use, easy to operate, saving people
Work, improves the work efficiency of construction.
Here description of the invention and application are illustrative, are not wishing to limit the scope of the invention to above-described embodiment
In.The deformation and change of embodiments disclosed herein are possible, real for those skilled in the art
The replacement and equivalent various parts for applying example are known.It should be appreciated by the person skilled in the art that the present invention is not being departed from
Spirit or essential characteristics in the case of, the present invention can in other forms, structure, arrangement, ratio, and with other components,
Material and component are realized.In the case where not departing from scope and spirit of the present invention, can to embodiments disclosed herein into
The other deformations of row and change.
Claims (7)
1. a kind of vertical absolute deformation of Super High framed-tube structure and differential deformation monitoring device, the Super High frame barrel construction structure
Multiple monitoring floors are provided with, each monitoring floor includes outer framework and the inner core cylinder in outer framework, it is characterised in that
The monitoring device includes：Control main frame, the high component of outline border survey for being connected to the control main frame and inner cylinder survey high component, institute
State outline border and survey high component including being arranged on the high equipment of survey outside Super High frame barrel construction structure, the first rib arranged on base reference point
Mirror and along the outer framework surrounding divide equally arrange multiple second prisms, the control main frame by survey high equipment be calculated it is more
The absolute altitude value of a second prism；The inner cylinder surveys at least one first hydrostatic level that high component includes being arranged on outer framework
And divide equally multiple second hydrostatic levels arranged along the inner core cylinder surrounding, wherein, first hydrostatic level and one
A second prism is arranged in default shared measuring point, and the inner cylinder is surveyed high component and further included arranged on each monitoring floor and connection
In the hydrostatic level acquisition module of control main frame, the hydrostatic level acquisition module is used to gather first static level
Multiple second static(al)s are calculated according to the measurement data in the measurement data of instrument and the second hydrostatic level, the control main frame
The absolute altitude value of spirit level, and absolute altitude value and the absolute altitude of multiple second hydrostatic levels according to the second prism
The absolute deformation of frame cylinder and the differential deformation value of monitoring floor is calculated in value；
The high equipment of survey is robot measurement.
2. the vertical absolute deformation of Super High framed-tube structure according to claim 1 and differential deformation monitoring device, its feature
It is, the control main frame is connected to by bluetooth approach and surveys high equipment.
3. the vertical absolute deformation of Super High framed-tube structure according to claim 1 and differential deformation monitoring device, its feature
It is, the control main frame is connected to by the communication mode of wifi, cable network or 2G/3G/4G and surveys high equipment.
4. the vertical absolute deformation of Super High framed-tube structure according to claim 1 and differential deformation monitoring device, its feature
It is, the hydrostatic level acquisition module is connected to control main frame by way of data radio station.
5. the vertical absolute deformation of Super High framed-tube structure according to claim 1 and differential deformation monitoring device, its feature
It is, the control main frame is connected to hydrostatic level collection mould by the communication mode of wifi, cable network, 2G/3G/4G
Block.
It is 6. a kind of as the vertical absolute deformation of claim 1 ~ 5 any one of them Super High framed-tube structure and differential deformation monitor
The monitoring method of device, it is characterised in that the described method comprises the following steps：
Step S11：Relative altitude value of multiple second prisms relative to the first prism, institute are obtained by the high device measuring of survey
State control main frame and multiple second prisms are calculated according to the absolute altitude value of the first prism and the relative altitude value of the second prism
Absolute altitude value and shared measuring point the first hydrostatic level absolute altitude value；
Step S12：Multiple relatively described first static(al)s of second hydrostatic level are gathered by the hydrostatic level acquisition module
The relative altitude value of spirit level, the control main frame is according to the absolute altitude value and the second static level of the first hydrostatic level
The absolute altitude value of multiple second hydrostatic levels is calculated in the relative altitude value of instrument；
Step S13：The control main frame is exhausted according to the absolute altitude values of multiple second prisms and multiple second hydrostatic levels
Height value is calculated absolute deformation and the frame cylinder differential deformation value of monitoring floor.
7. the vertical absolute deformation of Super High framed-tube structure according to claim 6 and the monitoring side of differential deformation monitoring device
Method, it is characterised in that the step S13 is specifically included：
The exhausted of multiple second prisms on outer framework is calculated according to the absolute altitude value of multiple second prisms in the control main frame
It is quiet that multiple second are calculated on inner core cylinder to height average and according to the absolute altitude value of multiple second hydrostatic levels
The absolute altitude average of power spirit level, calculates the exhausted of the absolute altitude averages of multiple second prisms and multiple second hydrostatic levels
To the difference of height average, that is, obtain the absolute deformation of frame cylinder and the differential deformation value of monitoring floor.
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106092044B (en) * | 2016-07-29 | 2018-09-25 | 顾建忠 | Building level measurement method |
| CN110487167B (en) * | 2019-09-03 | 2021-09-03 | 北京铁科特种工程技术有限公司 | Roadbed deformation detection system and method for evaluating roadbed deformation by using same |
| CN112597561B (en) * | 2020-11-10 | 2024-04-02 | 上海建工集团股份有限公司 | Pre-control method for deformation of super high-rise building structure |
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| 大型建筑施工期变形实测与分析;周敬;《中国博士学位论文全文数据库工程科技Ⅱ辑》;20141215;摘要，正文第4页"测量机器人的研究应用现状"部分，第13页第1段，第57页第1-2段，第59页第1段，第60页第1段，第64-68页"平面控制网与变形监测网"部分，第77-78页"实时远程数据传输"部分，第92-96页"变形监测控制方案"部分，图4.3、图4.4、图4.8、图4.28、图4.29、图4.30、图4.31、图4.34 * |
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