CN109425325A - A kind of multi-rise building object inclination measurement method - Google Patents
A kind of multi-rise building object inclination measurement method Download PDFInfo
- Publication number
- CN109425325A CN109425325A CN201710721906.6A CN201710721906A CN109425325A CN 109425325 A CN109425325 A CN 109425325A CN 201710721906 A CN201710721906 A CN 201710721906A CN 109425325 A CN109425325 A CN 109425325A
- Authority
- CN
- China
- Prior art keywords
- measurement
- point
- observation point
- measuring surface
- plummet
- 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.)
- Pending
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
Landscapes
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
Abstract
The present invention relates to measurement method technical fields, especially a kind of multi-rise building object inclination measurement method, the following steps are included: setting measurement point, the specific steps of which are as follows: selection measuring surface, the wherein face wall for selecting building is measuring surface, measuring surface can reduce measurement error, and be convenient for setting flag object with smooth and be preferred convenient for survey crew's climbing in this way；Measurement markers are set, and selection is no less than two o'clock and places measurement markers in measuring surface, and is marked with letter, as different measurement points.This fermentation assesses the gradient of multi-rise building object using simple effective method, with easy to operate, measuring speed is fast, the high advantage of accuracy of measurement, and condition is simply easy to implement, it is suitble to measure the building of various height, and can be used in narrow environment, it is applied widely.
Description
Technical field
The present invention relates to measurement method technical field more particularly to a kind of multi-rise building object inclination measurement methods.
Background technique
Currently, city multi-rise building is increasing with urban construction, in construction and use process, need to this
A little buildings, which are done, tilts monitoring, and inclination monitoring can be monitored with adjacent base for post differential settlement and other conventional methods, but overall next
It says, these methods reflect tilt quantity and slope to multi-rise building object with being unable to objective, while using conventional whole station
Instrument up and down often (faced upward by place (not intervisibility, such as the balcony, the window that stretch out) and the limitation of instrument condition itself again by cultellation observation
Angle is excessive, exceeds ranging etc.) it is unable to satisfy multi-rise building inclination measurement.
Summary of the invention
It is mentioned above in the background art to solve the invention proposes a kind of multi-rise building object inclination measurement method
Problem.
The invention proposes a kind of multi-rise building object inclination measurement methods, include the following steps:
S1: setting measurement point, the specific steps of which are as follows:
A1: selection measuring surface, selecting a wherein face wall for building is measuring surface, and measuring surface is with smooth and climb convenient for survey crew
It climbs and is preferred, measurement error can be reduced in this way, and be convenient for setting flag object；
A2: setting measurement markers, selection is no less than two o'clock and places measurement markers in measuring surface, and is marked with letter to it
Note, as different measurement points；
S2: the vertical height of measurement everywhere measurement point and ground, and record；
S3: selection observation point, and the elevation angle of each measurement point at observation point is measured, the specific steps of which are as follows:
B1: selection inspection surface selects by measurement point and the plane vertical with measuring surface and horizontal plane is as inspection surface；
B2: selecting any on inspection surface as observation point, measurement observation point height perpendicular to the ground, and record, observation point
Selection is preferred in order to place observation device；
B3: Angle Measuring Equipment is set at observation point, measures the elevation angle of each measurement point at observation point, and record；
S4: the vertical range of measurement observation point and measuring surface, and it is recorded as L1；
S5: calculating the inclination angle of measuring surface according to the data measured, the specific steps of which are as follows:
C1: set actual spot of measurement as A, without the theoretical measurement point under tilt condition be A1, observation point C, if measurement point A's is vertical
Height is H2, observation point C vertical height is H1, then relative vertical elevational L2=H2- of measurement point A Yu observation point C is calculated
H1；
C2: the elevation angle measured at observation point C is set as ∠ 1, calculates the relative vertical elevational L3 of theory measurement point A1 and observation point C
=L1·tan∠1；
C3: relative vertical elevational L4=L3-L2 of theory measurement point A1 and actual spot of measurement A are calculated；
C4: L5=L4tan(90 ° of-∠ of horizontal distance of theory measurement point A1 and actual spot of measurement A is calculated 1)；
C5: actual measurement face and 2=arctan(L5/L3 of vertical plane angle ∠ are calculated), as multi-rise building is in this measurement point
Gradient；
C6: repeating above-mentioned calculating step, obtain the gradient of different measurement points, and calculate its mean value, you can get it building
Integral inclined situation.
Preferably, measurement markers selection has the triangle brand of reflecting marking, and the item of observation can be understood with measurement markers
Area is small under part is preferred, to reduce measurement error.
Preferably, the specific practice of the vertical height of everywhere measurement point is measured in S2 are as follows:
D1: preparing measuring tool, and in the fixed plummet in the bottom of measurement tape measure, the bottom of plummet is concordant with 0 line of band tape graduation；
D2: survey crew holds tape measure, declines the other end of tape measure under the action of plummet, tenses when plummet is close to ground
Tape measure makes plummet freely swing；
D3: when plummet tends to be static, slowly loosening tape measure, makes plummet bottom and ground face contact, at the same make the top of tape measure with
Measurement point is overlapped, and reads height number.
Preferably, Angle Measuring Equipment is theodolite.
A kind of multi-rise building object inclination measurement method proposed by the present invention, beneficial effect are: this fermentation is using letter
Single effective method assesses the gradient of multi-rise building object, with easy to operate, measuring speed is fast, accuracy of measurement
High advantage, and condition is simply easy to implement, is suitble to measure the building of various height, and can be in narrow environment
Middle use, it is applied widely.
Detailed description of the invention
Fig. 1 is a kind of measurement method schematic diagram of multi-rise building object inclination measurement method proposed by the present invention；
Fig. 2 is a kind of calculation method schematic diagram of multi-rise building object inclination measurement method proposed by the present invention.
Specific embodiment
It is next combined with specific embodiments below that the present invention will be further described.
Referring to Fig.1-2, a kind of multi-rise building object inclination measurement method, comprising the following steps:
S1: setting measurement point, the specific steps of which are as follows:
A1: selection measuring surface, selecting a wherein face wall for building is measuring surface, and measuring surface is with smooth and climb convenient for survey crew
It climbs and is preferred, measurement error can be reduced in this way, and be convenient for setting flag object；
A2: setting measurement markers, selection is no less than two o'clock and places measurement markers in measuring surface, and measurement markers selection is with reflective
The triangle brand of mark, and can be understood with measurement markers observe under conditions of area is small is preferred, to reduce measurement error, and with word
Mother is marked, as different measurement points；
S2: the vertical height of measurement everywhere measurement point and ground, and record, specific practice are as follows:
D1: preparing measuring tool, and in the fixed plummet in the bottom of measurement tape measure, the bottom of plummet is concordant with 0 line of band tape graduation；
D2: survey crew holds tape measure, declines the other end of tape measure under the action of plummet, tenses when plummet is close to ground
Tape measure makes plummet freely swing；
D3: when plummet tends to be static, slowly loosening tape measure, makes plummet bottom and ground face contact, at the same make the top of tape measure with
Measurement point is overlapped, and reads height number.
S3: selection observation point, and the elevation angle of each measurement point at observation point is measured, the specific steps of which are as follows:
B1: selection inspection surface selects by measurement point and the plane vertical with measuring surface and horizontal plane is as inspection surface；
B2: selecting any on inspection surface as observation point, measurement observation point height perpendicular to the ground, and record, observation point
Selection is preferred in order to place observation device；
B3: Angle Measuring Equipment is set at observation point, and Angle Measuring Equipment is theodolite, measures each measurement point at observation point
The elevation angle, and record；
S4: the vertical range of measurement observation point and measuring surface, and it is recorded as L1；
S5: calculating the inclination angle of measuring surface according to the data measured, the specific steps of which are as follows:
C1: set actual spot of measurement as A, without the theoretical measurement point under tilt condition be A1, observation point C, if measurement point A's is vertical
Height is H2, observation point C vertical height is H1, then relative vertical elevational L2=H2- of measurement point A Yu observation point C is calculated
H1；
C2: the elevation angle measured at observation point C is set as ∠ 1, calculates the relative vertical elevational L3 of theory measurement point A1 and observation point C
=L1·tan∠1；
C3: relative vertical elevational L4=L3-L2 of theory measurement point A1 and actual spot of measurement A are calculated；
C4: L5=L4tan(90 ° of-∠ of horizontal distance of theory measurement point A1 and actual spot of measurement A is calculated 1)；
C5: actual measurement face and 2=arctan(L5/L3 of vertical plane angle ∠ are calculated), as multi-rise building is in this measurement point
Gradient；
C6: repeating above-mentioned calculating step, obtain the gradient of different measurement points, and calculate its mean value, you can get it building
Integral inclined situation.
The invention proposes a kind of multi-rise building object inclination measurement methods, comprising the following steps:
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto, and it is any
Those familiar with the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its invents
Design is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (4)
1. a kind of multi-rise building object inclination measurement method, which comprises the following steps:
S1: setting measurement point, the specific steps of which are as follows:
A1: selection measuring surface, selecting a wherein face wall for building is measuring surface, and measuring surface is with smooth and climb convenient for survey crew
It climbs and is preferred, measurement error can be reduced in this way, and be convenient for setting flag object；
A2: setting measurement markers, selection is no less than two o'clock and places measurement markers in measuring surface, and is marked with letter to it
Note, as different measurement points；
S2: the vertical height of measurement everywhere measurement point and ground, and record；
S3: selection observation point, and the elevation angle of each measurement point at observation point is measured, the specific steps of which are as follows:
B1: selection inspection surface selects by measurement point and the plane vertical with measuring surface and horizontal plane is as inspection surface；
B2: selecting any on inspection surface as observation point, measurement observation point height perpendicular to the ground, and record, observation point
Selection is preferred in order to place observation device；
B3: Angle Measuring Equipment is set at observation point, measures the elevation angle of each measurement point at observation point, and record；
S4: the vertical range of measurement observation point and measuring surface, and it is recorded as L1；
S5: calculating the inclination angle of measuring surface according to the data measured, the specific steps of which are as follows:
C1: set actual spot of measurement as A, without the theoretical measurement point under tilt condition be A1, observation point C, if measurement point A's is vertical
Height is H2, observation point C vertical height is H1, then relative vertical elevational L2=H2- of measurement point A Yu observation point C is calculated
H1；
C2: the elevation angle measured at observation point C is set as ∠ 1, calculates the relative vertical elevational L3 of theory measurement point A1 and observation point C
=L1·tan∠1；
C3: relative vertical elevational L4=L3-L2 of theory measurement point A1 and actual spot of measurement A are calculated；
C4: L5=L4tan(90 ° of-∠ of horizontal distance of theory measurement point A1 and actual spot of measurement A is calculated 1)；
C5: actual measurement face and 2=arctan(L5/L3 of vertical plane angle ∠ are calculated), as multi-rise building is in this measurement point
Gradient；
C6: repeating above-mentioned calculating step, obtain the gradient of different measurement points, and calculate its mean value, you can get it building
Integral inclined situation.
2. a kind of multi-rise building object inclination measurement method according to claim 1, it is characterised in that: measurement markers choosing
Select the triangle brand with reflecting marking, and can be understood with measurement markers observe under conditions of area is small is preferred, to reduce measurement
Error.
3. a kind of multi-rise building object inclination measurement method described in claim 1, it is characterised in that:
The specific practice of the vertical height of everywhere measurement point is measured in S2 are as follows:
D1: preparing measuring tool, and in the fixed plummet in the bottom of measurement tape measure, the bottom of plummet is concordant with 0 line of band tape graduation；
D2: survey crew holds tape measure, declines the other end of tape measure under the action of plummet, tenses when plummet is close to ground
Tape measure makes plummet freely swing；
D3: when plummet tends to be static, slowly loosening tape measure, makes plummet bottom and ground face contact, at the same make the top of tape measure with
Measurement point is overlapped, and reads height number.
4. a kind of multi-rise building object inclination measurement method described in claim 1, it is characterised in that: Angle Measuring Equipment is
Theodolite.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710721906.6A CN109425325A (en) | 2017-08-22 | 2017-08-22 | A kind of multi-rise building object inclination measurement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710721906.6A CN109425325A (en) | 2017-08-22 | 2017-08-22 | A kind of multi-rise building object inclination measurement method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109425325A true CN109425325A (en) | 2019-03-05 |
Family
ID=65497980
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710721906.6A Pending CN109425325A (en) | 2017-08-22 | 2017-08-22 | A kind of multi-rise building object inclination measurement method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109425325A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111256657A (en) * | 2020-02-28 | 2020-06-09 | 国网山西省电力公司晋城供电公司 | Method and device for measuring inclination of tower, storage medium and electronic equipment |
| CN113819927A (en) * | 2021-10-18 | 2021-12-21 | 上海井融网络科技有限公司 | Detection system and error detection method for inclination measurement system |
| CN114353764A (en) * | 2021-12-13 | 2022-04-15 | 中铁大桥局集团第二工程有限公司 | Method and device for measuring parameters of pile casing |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101929857A (en) * | 2010-04-29 | 2010-12-29 | 常州市建筑科学研究院有限公司 | Method for measuring slope of tower-type building |
| CN102692211A (en) * | 2012-06-11 | 2012-09-26 | 常州市建筑科学研究院股份有限公司 | Incline measuring equipment and measuring method thereof |
| CN106931942A (en) * | 2017-03-21 | 2017-07-07 | 中冶成都勘察研究总院有限公司 | A kind of super high rise building tilt measuring method |
-
2017
- 2017-08-22 CN CN201710721906.6A patent/CN109425325A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101929857A (en) * | 2010-04-29 | 2010-12-29 | 常州市建筑科学研究院有限公司 | Method for measuring slope of tower-type building |
| CN102692211A (en) * | 2012-06-11 | 2012-09-26 | 常州市建筑科学研究院股份有限公司 | Incline measuring equipment and measuring method thereof |
| CN106931942A (en) * | 2017-03-21 | 2017-07-07 | 中冶成都勘察研究总院有限公司 | A kind of super high rise building tilt measuring method |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111256657A (en) * | 2020-02-28 | 2020-06-09 | 国网山西省电力公司晋城供电公司 | Method and device for measuring inclination of tower, storage medium and electronic equipment |
| CN111256657B (en) * | 2020-02-28 | 2021-12-28 | 国网山西省电力公司晋城供电公司 | Method and device for measuring inclination of tower, storage medium and electronic equipment |
| CN113819927A (en) * | 2021-10-18 | 2021-12-21 | 上海井融网络科技有限公司 | Detection system and error detection method for inclination measurement system |
| CN113819927B (en) * | 2021-10-18 | 2024-04-12 | 苏州天硕导航科技有限责任公司 | Detection system and error detection method for inclination measurement system |
| CN114353764A (en) * | 2021-12-13 | 2022-04-15 | 中铁大桥局集团第二工程有限公司 | Method and device for measuring parameters of pile casing |
| CN114353764B (en) * | 2021-12-13 | 2024-04-19 | 中铁大桥局集团第二工程有限公司 | Method and device for measuring pile casing parameters |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105606066A (en) | Foundation pit supporting structure deep level displacement monitoring system and method | |
| CN111174771A (en) | Method for measuring verticality of stand column | |
| CN108253946B (en) | Multifunctional vertical measurement and connection measurement integrated three-dimensional coordinate transmission device and method | |
| CN109425325A (en) | A kind of multi-rise building object inclination measurement method | |
| CN207585620U (en) | A kind of measuring instrument for building | |
| CN103453886A (en) | Method for measuring perpendicularity of untouchable measuring point of existing building | |
| CN103196417A (en) | Method for performing shaft orientation measurement by adopting double-connection triangle | |
| CN205449052U (en) | Device for measuring building inclination angle by laser | |
| CN109458999B (en) | Drilling construction foundation parameter correction measuring device and measuring method thereof | |
| CN105890579A (en) | Rapid underground pipeline element measuring instrument and technical method | |
| CN106705929B (en) | Building inclination dynamic measuring instrument and using method thereof | |
| CN113310466A (en) | Anti-slide pile deviation monitoring device and monitoring method | |
| CN102607514A (en) | Suspended digital leveling rod and measuring method using same | |
| CN109238253B (en) | Building surveying and mapping method and system based on projection principle | |
| CN104121897B (en) | Satellite positioning surveys bar | |
| CN204177380U (en) | A kind of road measuring scale | |
| CN106638535A (en) | Foundation pit construction field monitoring device and method | |
| CN207963844U (en) | Mining influence lower room basic slope settles stretcher strain measuring device | |
| CN202614235U (en) | Ruler for measuring verticality of vertical member template | |
| CN206930276U (en) | A kind of range unit | |
| KR200483831Y1 (en) | Level ruler | |
| CN205691107U (en) | A kind of multi-functional gradient measurer | |
| KR101546670B1 (en) | Clinometer to measure for strike and slope of ground at one time | |
| CN113959397A (en) | Method, equipment and medium for monitoring attitude of electric power tower | |
| CN108204799A (en) | Mining influence lower room basic slope settles stretcher strain measuring device and method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190305 |
|
| WD01 | Invention patent application deemed withdrawn after publication |