CN109443324A - A kind of construction site construction survey method - Google Patents

A kind of construction site construction survey method Download PDF

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Publication number
CN109443324A
CN109443324A CN201811104254.2A CN201811104254A CN109443324A CN 109443324 A CN109443324 A CN 109443324A CN 201811104254 A CN201811104254 A CN 201811104254A CN 109443324 A CN109443324 A CN 109443324A
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CN
China
Prior art keywords
coordinate
construction
measurement
site
control point
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CN201811104254.2A
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Chinese (zh)
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杨磊
黄恒
冉东
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China MCC5 Group Corp Ltd
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China MCC5 Group Corp Ltd
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Priority to CN201811104254.2A priority Critical patent/CN109443324A/en
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The present invention provides a kind of construction site construction survey method, belong to the realm of building construction, this construction site construction survey method, including the drafting of horizontal plane coordinate diagram is carried out to construction site;Measurement coordinate layout drawing is drawn in construction software, there is main building axis line, frame column, characteristic point in measurement coordinate layout drawing, and site coordinate is doomed in measurement coordinate layout drawing acceptance of the bid;A coordinate is converted into construction coordinate, conversion measurement control point coordinates;Coordinate layout drawing is measured according to drawing, determine main shaft, main Control point that in-site measurement unwrapping wire needs, the coordinate control point of use, the distance and angle at control point to each transverse and longitudinal crossing point of axes are measured and recorded, the control point coordinates after all conversions, the input of anchor point construction coordinate are analyzed in software and analyzed;The data of analysis software determine the distance between each coordinate points, obtain each coordinate points change in location data when site construction.This construction site construction survey method is fast and accurately.

Description

A kind of construction site construction survey method
Technical field
The present invention relates to the realm of building construction, in particular to a kind of construction site construction survey method.
Background technique
With the continuous improvement of modern architecture design level, architecture structure form increasingly diversification, technicalization and vertical Body.Therefore, in building engineering construction measurement process, it is more complicated that we are frequently encountered some planes, vertical design Arc is largely used on the large public buildings such as building, such as arc, ellipse etc., especially gymnasium, show room Or elliptic design.The simple geometries figures such as the more general rectangle of architecture construction unwrapping wire of this type, circle want complicated, are adopted Surveying setting-out method is different, and some methods are troublesome, and the precision of unwrapping wire is also difficult to be guaranteed.
Summary of the invention
The present invention provides a kind of construction site construction survey methods, it is intended to solve construction site construction in the prior art and survey The above problem existing for amount method.
The present invention is implemented as follows:
A kind of construction site construction survey method, comprising steps of
A. the drafting of horizontal plane coordinate diagram is carried out to construction site;
B. measurement coordinate layout drawing and in construction software is drawn, there is main building in the measurement coordinate layout drawing Site coordinate is doomed in axis, frame column, characteristic point, the measurement coordinate layout drawing acceptance of the bid;
C. described coordinate is converted into construction coordinate, conversion measurement control point coordinates;
D. according to the measurement coordinate layout drawing is drawn, main shaft, main Control point that in-site measurement unwrapping wire needs are determined, use Coordinate control point is measured and is recorded to the distance and angle at the control point to each transverse and longitudinal crossing point of axes, by all conversions The control point coordinates, anchor point construction coordinate afterwards carries out classification number, and inputs in analysis software and analyzed;
E. according to the data of analysis software, the distance between each coordinate points are determined, deflection settling data is passed through Analysis software is analyzed each coordinate points change in location data as a result, when obtaining site construction.
In an embodiment of the present invention, the construction software is CAD diagram shape software.
In an embodiment of the present invention, the analysis software is carrier using PC equipment, can will be exported in result Reach external network.
In an embodiment of the present invention, building floor unwrapping wire is measured using internal control method, and the laying of internal locus of control is being built It builds on object first layer plane, according to periphery determination of control point main shaft, three or more internal locus of controls is being set at 1 meter of main shaft, Specific positioning is reserved in first floor internal locus of control vertical direction;It is measured using laser plummet;After dbullioscope is thrown in each internal control, then Each floor axis point is positioned using total station.
The beneficial effects of the present invention are: the construction site construction survey method provided through the invention, by AutoCAD into It is convenient and accurate that the conversion of row construction coordinate determines, can quickly obtain accurate data parameters and carry out construction guidance, have bright Aobvious Social benefit and economic benefit.
Detailed description of the invention
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of embodiment of the present invention Attached drawing be briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not to be seen as It is the restriction to range, it for those of ordinary skill in the art, without creative efforts, can be with root Other relevant attached drawings are obtained according to these attached drawings.
Fig. 1 is the AutoCAD operation diagram for the construction site construction survey method that embodiment of the present invention provides.
Specific embodiment
To keep the purposes, technical schemes and advantages of embodiment of the present invention clearer, implement below in conjunction with the present invention The technical solution in embodiment of the present invention is clearly and completely described in attached drawing in mode, it is clear that described reality The mode of applying is some embodiments of the invention, rather than whole embodiments.Based on the embodiment in the present invention, ability Domain those of ordinary skill every other embodiment obtained without creative efforts, belongs to the present invention The range of protection.Therefore, the detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit below and is wanted The scope of the present invention of protection is sought, but is merely representative of selected embodiment of the invention.Based on the embodiment in the present invention, Every other embodiment obtained by those of ordinary skill in the art without making creative efforts belongs to this Invent the range of protection.
In the description of the present invention, it is to be understood that, indicating position or the term of positional relationship are based on shown in attached drawing Orientation or positional relationship, be merely for convenience of description of the present invention and simplification of the description, rather than the equipment of indication or suggestion meaning Or element must have a particular orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc. Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral;It can be mechanical connect It connects, is also possible to be electrically connected;It can be directly connected, can also can be in two elements indirectly connected through an intermediary The interaction relationship of the connection in portion or two elements.It for the ordinary skill in the art, can be according to specific feelings Condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention unless specifically defined or limited otherwise, fisrt feature can be on or below second feature Directly contacted including the first and second features, also may include the first and second features be not direct contact but by them it Between other characterisation contact.Moreover, fisrt feature is on second feature, top and above include fisrt feature second spy Right above sign and oblique upper, or first feature horizontal height is merely representative of higher than second feature.Fisrt feature second feature it Under, lower section and fisrt feature included below be directly below and diagonally below the second feature, or be merely representative of first feature horizontal height Less than second feature.
Embodiment
A kind of construction site construction survey method is present embodiments provided, this construction site construction survey method includes step It is rapid:
A kind of construction site construction survey method, comprising steps of
A. the drafting of horizontal plane coordinate diagram is carried out to construction site;
B. measurement coordinate layout drawing and in construction software is drawn, there is main building in the measurement coordinate layout drawing Site coordinate is doomed in axis, frame column, characteristic point, the measurement coordinate layout drawing acceptance of the bid;In the present embodiment, construction software is CAD diagram shape software, specially AutoCAD software;
C. described coordinate is converted into construction coordinate, conversion measurement control point coordinates;
D. according to the measurement coordinate layout drawing is drawn, main shaft, main Control point that in-site measurement unwrapping wire needs are determined, use Coordinate control point is measured and is recorded to the distance and angle at the control point to each transverse and longitudinal crossing point of axes, by all conversions The control point coordinates, anchor point construction coordinate afterwards carries out classification number, and inputs in analysis software and analyzed;
E. according to the data of analysis software, the distance between each coordinate points are determined, deflection settling data is passed through Analysis software is analyzed each coordinate points change in location data as a result, when obtaining site construction.
In the present embodiment, building floor unwrapping wire is measured using internal control method, the laying of internal locus of control, flat in the building first floor On face, according to periphery determination of control point main shaft, three or more internal locus of controls are being set at 1 meter of main shaft, and specific positioning is pre- Stay in first floor internal locus of control vertical direction;It is measured using laser plummet;After dbullioscope is thrown in each internal control, total station is reused Each floor axis point is positioned.It is carrier that software, which is analyzed, using PC equipment, output result can be uploaded to external network, Specifically, the softwares such as survey, TriP can be used for analysis software or other independent mature building field Construction Analysis are soft Part.
In computer AUTOCAD software, the coordinate of arbitrary point on curved line is marked with marking Function, is greatly reduced interior Industry calculation amount improves the accuracy of coordinate.The main shaft for establishing building is accurately put by the coordinate of more than two main shaft points Sample goes out the position on the spot of each arc point, it is ensured that the relative position between each layout point is correct, reduces measurement rough error.Use total station Measurement, can be read directly from total station between two o'clock put down away from and coordinate value, can both eliminate steel ruler measure distance generation Measurement error, while the accuracy of layout point setting-out can be improved.Storage and record using total station survey, using total station Function, can be indoors first by the coordinates of all layout points input instrument, and when measurement quickly recalls, and reduces the field work time, Improve working efficiency.
Specifically, selection is whole to measure coordinate layout drawing referring to Fig. 1, clicking the rotation key in AutoCAD with mouse, Specified O point is basic point, rotates angle, θ, you can get it construction coordinate layout drawing.AutoCAD toolbar is selected with mouse, clicks work Have the newly-built UCS key in column, then click origin key, occurs after specifying new 0,0,0 > of origin < in the display field of lower section, it is specified with cursor The crossing point of axes of lower right-hand corner in construction coordinate layout drawing, the point are the origin position of construction coordinate system, coordinate be (0,0, 0).Main shaft control point coordinates, tested point coordinate are marked, and coordinate is inputted into total station.According to the construction coordinate of drafting Figure determines main shaft, main Control point that in-site measurement unwrapping wire needs.Using the axis of symmetry of building as main shaft, then in main shaft Upper established main Control point, AB, CD line are main shaft as shown in figure 1, then A, B, C, D, O main Control point are established on main shaft, or with rule Drawing building line is main shaft.Live coordinate main Control point uses 200 × 200 × 1000cm Prefabricated reinforced concrete square column, solid with concrete Fixed, steel pipe is gone along with sb. to guard him.Along ent on camber line is made on construction coordinate figure, and marks out the chord length of Along ent.
The construction site construction survey method provided through the invention, the conversion for carrying out construction coordinate by AutoCAD are true It is fixed convenient and accurate, it can quickly obtain accurate data parameters and carry out construction guidance, there is apparent social benefit and economy Benefit.
The foregoing is merely the preferred embodiment of the present invention, are not intended to restrict the invention, for this field For technical staff, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any Modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.

Claims (4)

1. a kind of construction site construction survey method, which is characterized in that comprising steps of
A. the drafting of horizontal plane coordinate diagram is carried out to construction site;
B. measurement coordinate layout drawing and in construction software is drawn, there is main building axis in the measurement coordinate layout drawing Site coordinate is doomed in line, frame column, characteristic point, the measurement coordinate layout drawing acceptance of the bid;
C. described coordinate is converted into construction coordinate, conversion measurement control point coordinates;
D. according to the measurement coordinate layout drawing is drawn, main shaft, main Control point that in-site measurement unwrapping wire needs, the coordinate of use are determined Control point is measured and is recorded to the distance and angle at the control point to each transverse and longitudinal crossing point of axes, after all conversions The control point coordinates, anchor point construction coordinate carry out classification number, and input in analysis software and analyzed;
E. according to the data of analysis software, the distance between each coordinate points are determined, deflection settling data is passed through into analysis Software is analyzed each coordinate points change in location data as a result, when obtaining site construction.
2. construction site construction survey method according to claim 1, which is characterized in that the construction software is CAD diagram Shape software.
3. construction site construction survey method according to claim 1, which is characterized in that the analysis software is set using PC Standby is carrier, output result can be uploaded to external network.
4. construction site construction survey method according to claim 1, which is characterized in that in building floor unwrapping wire uses The measurement of control method, the laying of internal locus of control, on building first layer plane, according to periphery determination of control point main shaft, apart from main shaft Three or more internal locus of controls are set at 1 meter of line, and specific positioning is reserved in first floor internal locus of control vertical direction;It is carried out using laser plummet Measurement;After dbullioscope is thrown in each internal control, reuses total station and each floor axis point is positioned.
CN201811104254.2A 2018-09-21 2018-09-21 A kind of construction site construction survey method Pending CN109443324A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109898547A (en) * 2019-03-31 2019-06-18 上海二十冶建设有限公司 The precise positioning method of pre-embedded bolt
CN111337000A (en) * 2020-04-10 2020-06-26 中国三冶集团有限公司 Rotary curved surface building construction measurement lofting technology
CN111366961A (en) * 2020-03-30 2020-07-03 中铁四局集团第五工程有限公司 RTK axis lofting measurement method
CN111851299A (en) * 2020-07-07 2020-10-30 南通大学 Digital mapping technology bridge pile position deviation rapid control construction method
CN111927118A (en) * 2020-08-05 2020-11-13 深圳市维业装饰集团股份有限公司 Circular arc wall surface line laying method
CN112084554A (en) * 2020-08-11 2020-12-15 山西二建集团有限公司 Arc-shaped cantilever structure paying-off construction method
CN115288458A (en) * 2022-08-05 2022-11-04 同济大学 Construction auxiliary method and device suitable for indoor scene quick conversion
CN115451925A (en) * 2022-09-02 2022-12-09 济南恒志建设工程有限公司 Construction paying-off measuring method

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KR101177889B1 (en) * 2011-08-11 2012-08-29 (주)만경기술공사 Measuring the vertical management of high-rise buildings
CN103591944A (en) * 2013-11-13 2014-02-19 江西建工第一建筑有限责任公司 Measurement construction method of arc building
CN106225766A (en) * 2016-07-01 2016-12-14 陕西铁道工程勘察有限公司 Monitoring and managing method is analyzed in structure sedimentation based on 3S technology monitoring
CN107192381A (en) * 2017-05-24 2017-09-22 中国建筑局(集团)有限公司 A kind of surveying and locating method of any disorder space structure

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JPH11153431A (en) * 1997-11-18 1999-06-08 Asahi Sangyo Kk Uneven settlement monitoring device for timbering
CN101306691A (en) * 2008-07-03 2008-11-19 株洲南车时代电气股份有限公司 Track curve parameter measuring device and method
KR101177889B1 (en) * 2011-08-11 2012-08-29 (주)만경기술공사 Measuring the vertical management of high-rise buildings
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Cited By (13)

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Publication number Priority date Publication date Assignee Title
CN109898547B (en) * 2019-03-31 2021-01-15 上海二十冶建设有限公司 Accurate positioning method for embedded bolt
CN109898547A (en) * 2019-03-31 2019-06-18 上海二十冶建设有限公司 The precise positioning method of pre-embedded bolt
CN111366961A (en) * 2020-03-30 2020-07-03 中铁四局集团第五工程有限公司 RTK axis lofting measurement method
CN111366961B (en) * 2020-03-30 2022-05-20 中铁四局集团第五工程有限公司 RTK axis lofting measurement method
CN111337000A (en) * 2020-04-10 2020-06-26 中国三冶集团有限公司 Rotary curved surface building construction measurement lofting technology
CN111337000B (en) * 2020-04-10 2021-11-30 中国三冶集团有限公司 Rotating curved surface building construction measurement lofting method
CN111851299A (en) * 2020-07-07 2020-10-30 南通大学 Digital mapping technology bridge pile position deviation rapid control construction method
CN111927118A (en) * 2020-08-05 2020-11-13 深圳市维业装饰集团股份有限公司 Circular arc wall surface line laying method
CN112084554A (en) * 2020-08-11 2020-12-15 山西二建集团有限公司 Arc-shaped cantilever structure paying-off construction method
CN112084554B (en) * 2020-08-11 2023-04-14 山西二建集团有限公司 Arc-shaped cantilever structure paying-off construction method
CN115288458A (en) * 2022-08-05 2022-11-04 同济大学 Construction auxiliary method and device suitable for indoor scene quick conversion
CN115288458B (en) * 2022-08-05 2024-01-19 同济大学 Construction auxiliary method and device suitable for rapid conversion of indoor scene
CN115451925A (en) * 2022-09-02 2022-12-09 济南恒志建设工程有限公司 Construction paying-off measuring method

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