CN102306226A - Method for positioning and installing component by matching drawing software with total station and application - Google Patents
Method for positioning and installing component by matching drawing software with total station and application Download PDFInfo
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- CN102306226A CN102306226A CN 201110311533 CN201110311533A CN102306226A CN 102306226 A CN102306226 A CN 102306226A CN 201110311533 CN201110311533 CN 201110311533 CN 201110311533 A CN201110311533 A CN 201110311533A CN 102306226 A CN102306226 A CN 102306226A
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- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000009434 installation Methods 0.000 claims abstract description 59
- 238000010276 construction Methods 0.000 claims abstract description 11
- 238000005259 measurement Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000008676 import Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000012163 sequencing technique Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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Abstract
The invention discloses a method for positioning and installing a component by matching cartographic software with a total station and application thereof, which can improve the positioning accuracy. The method for positioning the installation component by matching the mapping software with the total station comprises the following steps: a. marking the plane coordinates of the installation component on drawing software according to a construction design drawing of the installation component; b. and inputting the plane coordinates of the installation component and the elevation data of the installation component into the total station for lofting and fixing the point of the installation component by using the lofting function of the total station. The invention combines the coordinate marking function of the drawing software with the total station to position the position of the installation component, and because the coordinate marking the installation component on the drawing software has very high accuracy, the deviation between the installation position of the installation component and the design position caused by artificial calculation error or calculation error is avoided, the positioning accuracy of the installation component can be improved, and the invention is suitable for being popularized and applied in various positioning construction operations.
Description
Technical field
The present invention relates to a kind of localization method and purposes, be specifically related to method and purposes that a kind of graphics software cooperates total powerstation location and installation member.
Background technology
The location of foot bolt comprises that two work accomplish one of which: the confirming of the center of bolt, confirm that the center need measure the relative dimensions at relevant axis centre and bolt center, and be simply referred to as plane control; Its two: confirming of bolt end face absolute altitude is simply referred to as absolute altitude control (elevation control).
At present, burying underground of foot bolt all is to adopt transit, spirit-leveling instrument steel tape, Sopwith staff measurement and positioning.
Transit can be measured the distance of relevant axis centre to each bolt center with steel tape, belongs to plane control.Spirit-leveling instrument and Sopwith staff can be measured the height of each bolt end face, belong to absolute altitude control.
The plane control and the absolute altitude control division of labor are accomplished, and it is operated machine, ossifing has not caught up with the theory of modern integrated measurement, let alone digitizing.Mainly show as following 4 points:
One, the division of labor measurement of plane control and absolute altitude control has increased the measurement operation, has reduced work efficiency.
Two, need draw the dipstick metering distance, not only increase to survey and established complexity, also therefore strengthen measuring error, even caused other mistake.
Three, the decorating position of transit must be on relevant axis, and site contour complicated (almost on bar-mat reinforcement, the bar-mat reinforcement poor stability is prone to rock the instrument decorating position) is unfavorable for setting up instrument.
Four, because too many effects limit, bury underground need follow in the process sequencing (bury underground earlier which, after bury underground which), limited bury underground on a large scale in the engineering can " in full flourish " favourable arrangement and method for construction.
And existing total powerstation has the function of angle measurement, range finding, survey coordinate and setting-out fixed point.But existing total powerstation is to be used for the building operation operation basically, is not used in the installing and locating of built-in fittings such as foot bolt.And when using the setting-out function of total powerstation; The setting-out positioning point coordinate is to obtain after calculating through engineering technical personnel; And then will carry out the setting-out location in this coordinate input total powerstation, there is error in the coordinate figure that this mode causes calculating easily, thereby inaccurate when causing the setting-out location.
Summary of the invention
Technical matters to be solved by this invention provides method and the purposes that a kind of graphics software that improves the setting-out location accuracy cooperates total powerstation location and installation member.
The technical solution adopted for the present invention to solve the technical problems is: graphics software cooperates the method for total powerstation location and installation member, it is characterized in that may further comprise the steps:
A, according to the construction design drawing of installation component, on graphics software, mark the planimetric coordinates of installation component;
B, utilize the setting-out function of total powerstation, the planimetric coordinates of installation component, the elevation data input total powerstation of installation component are carried out the setting-out fixed point to installation component.
Further be to cooperate the method for total powerstation location and installation member to be applied in the foot bolt location and installation graphics software.
The invention has the beneficial effects as follows: the invention reside in the position that the coordinate marking Function of graphics software and total powerstation is combined to come the location and installation member; Because its accuracy of coordinate of mark installation component is very high on the graphics software; Be unlikely to the artificial miscount or the error of calculation and cause the installation site of installation component and design attitude to form deviation; Can improve the location accuracy of installation component, be adapted at applying in the construction operation of various location.
Description of drawings
Fig. 1 is the synoptic diagram of total powerstation when positioning stone bolt.
Embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is further specified.
Graphics software of the present invention cooperates the method for total powerstation location and installation member, it is characterized in that may further comprise the steps:
A, according to the construction design drawing of installation component, on graphics software, mark the planimetric coordinates of installation component; Construction design drawing is the location arrangements drawing of installation component, this drawing directly can be accessed from computing machine then, utilizes the coordinate marking Function of graphics software, and the planimetric coordinates value of installation component in working drawing marked out.This graphics software can adopt the software of the at present all planimetric coordinates done marks, like AUTOCAD, electronics chart board etc.
B, utilize the setting-out function of total powerstation, the planimetric coordinates of installation component, the elevation data input total powerstation of installation component are carried out the setting-out fixed point to installation component.The planimetric coordinates of installation component is obtained by step a; The absolute altitude of installation component then directly provides (absolute altitude of installation component on design drawing is actual to be exactly the ordinate of this installation component) by construction design drawing; Then the planimetric coordinates of installation component and absolute altitude have just constituted the three-dimensional coordinate of installation component, then this three-dimensional coordinate are inputed in the total powerstation.
The setting-out function of total powerstation is a unusual proven technique in the prior art; Do simple an introduction here; Its step comprises: total powerstation is placed on the survey station point (survey station point is for placing the point of total powerstation); Import the three-dimensional coordinate of survey station point then; Measure the height of instrument of total powerstation again, this is highly imported in the total powerstation, import prism height again; Total powerstation is aimed at backsight point, promptly accomplish the orientation of survey station point.And then the three-dimensional coordinate of installation component inputed in the total powerstation; Draw the some position of installation component and the angle between the backsight point; Rotate total powerstation; Making the angle that shows on the total powerstation is 0 ° 0 ' 0 "; locking total powerstation; this direction is the direction that installation component need be located; prism is placed on this direction then; obtaining the actual distance, delta that should put between the position of prism location and installation component on the total powerstation; move prism; Till this distance, delta=0, so, the residing position of prism is the actual position that should installing and locating of installation component.
The invention reside in the position that the coordinate marking Function of graphics software and total powerstation is combined to come the location and installation member; Because its accuracy of coordinate of mark installation component is very high on the graphics software; Be unlikely to the artificial miscount or the error of calculation and cause the installation site of installation component and design attitude to form deviation, can improve the location accuracy of installation component; Simultaneously, can also simplify the installing and locating flow process, raise the efficiency.
Embodiment:
As shown in Figure 1, in inside plants three heat generators (heat generator A, heat generator B, heat generator C) are installed, every heat generator need be installed a plurality of foot bolt, the steps include:
Elder generation marks according to the planimetric coordinates P (X, Y) of construction design drawing with foot bolt on the AUTOCAD graphics software, thereby obtains the accurate coordinates value of foot bolt.
In the construction operation place total powerstation is put to survey station point M place then, cooperated backsight point N to accomplish the orientation of total powerstation.
Planimetric coordinates and the absolute altitude value designed of P point on design drawing that P is ordered are imported in the total powerstation, be about to the three-dimensional coordinate input total powerstation that P is ordered.Obtain the angle between P point and the backsight point, rotate total powerstation then and aim at the direction that P order (when angles of display on the total powerstation is 0 ° 0 ' 0 " time, represent that total powerstation aimed at the direction that P is ordered).Then prism is placed on this direction, repeatedly moves prism, find out the physical location that P is ordered, carry out telltale mark, promptly accomplished the location setting-out of foot bolt.Because artificial the placement in the prism process can not once just be put prism the physical location of ordering to P, therefore, needing repeatedly, adjustment can accurately place prism the P point after moving prism.
Find out the position of other foot bolt again according to top method, a plurality of bolts are buried underground respectively be fixed on the corresponding anchor point of finding out then, promptly accomplished the work of burying underground of bolt.
Claims (2)
1. graphics software cooperates the method for total powerstation location and installation member, it is characterized in that may further comprise the steps:
A, according to the construction design drawing of installation component, on graphics software, mark the planimetric coordinates of installation component;
B, utilize the setting-out function of total powerstation, the planimetric coordinates of installation component, the elevation data input total powerstation of installation component are carried out the setting-out fixed point to installation component.
2. the described graphics software of claim 1 cooperates the purposes of method in the foot bolt location and installation of total powerstation location and installation member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110311533 CN102306226A (en) | 2011-10-14 | 2011-10-14 | Method for positioning and installing component by matching drawing software with total station and application |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110311533 CN102306226A (en) | 2011-10-14 | 2011-10-14 | Method for positioning and installing component by matching drawing software with total station and application |
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| CN102306226A true CN102306226A (en) | 2012-01-04 |
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| CN 201110311533 Pending CN102306226A (en) | 2011-10-14 | 2011-10-14 | Method for positioning and installing component by matching drawing software with total station and application |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102632494A (en) * | 2012-03-28 | 2012-08-15 | 天津二十冶建设有限公司 | Method for integrally setting out foundation bolt of mill table |
| CN103678736A (en) * | 2012-09-06 | 2014-03-26 | 上海市政工程设计研究总院（集团）有限公司 | Automatic elevation value updating method in computer aided design |
| CN103927563A (en) * | 2013-01-15 | 2014-07-16 | 上海市城市建设设计研究总院 | Component lofting method based on RFID and device applied to method |
| CN105926663A (en) * | 2016-05-09 | 2016-09-07 | 中国十九冶集团有限公司 | positioning and mounting method for annular foundation bolt group |
| CN107724689A (en) * | 2016-08-12 | 2018-02-23 | 五冶集团上海有限公司 | A kind of steel structures in construction works measures construction method |
| CN108827253A (en) * | 2018-03-29 | 2018-11-16 | 上海宝冶集团有限公司 | The installation of the support of pipelines of sled sled racing track and locating measurement method |
| CN109457722A (en) * | 2018-10-30 | 2019-03-12 | 安徽信息工程学院 | A kind of localization method of foundation bolt |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101556704A (en) * | 2009-05-19 | 2009-10-14 | 武汉一冶钢结构有限责任公司 | Method for establishing temporary supporting frame system assembled by steel structures |
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2011
- 2011-10-14 CN CN 201110311533 patent/CN102306226A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101556704A (en) * | 2009-05-19 | 2009-10-14 | 武汉一冶钢结构有限责任公司 | Method for establishing temporary supporting frame system assembled by steel structures |
Non-Patent Citations (3)
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| 《价值工程》 20110418 夏元清 全站仪与AutoCAD在施工中的配合运用 全文 1-2 , 第2011年11期 * |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102632494A (en) * | 2012-03-28 | 2012-08-15 | 天津二十冶建设有限公司 | Method for integrally setting out foundation bolt of mill table |
| CN103678736A (en) * | 2012-09-06 | 2014-03-26 | 上海市政工程设计研究总院（集团）有限公司 | Automatic elevation value updating method in computer aided design |
| CN103678736B (en) * | 2012-09-06 | 2017-11-14 | 上海市政工程设计研究总院（集团）有限公司 | A kind of method that CAD acceptance of the bid high level automatically updates |
| CN103927563A (en) * | 2013-01-15 | 2014-07-16 | 上海市城市建设设计研究总院 | Component lofting method based on RFID and device applied to method |
| CN105926663A (en) * | 2016-05-09 | 2016-09-07 | 中国十九冶集团有限公司 | positioning and mounting method for annular foundation bolt group |
| CN105926663B (en) * | 2016-05-09 | 2018-03-30 | 中国十九冶集团有限公司 | Positioning and mounting method for annular foundation bolt group |
| CN107724689A (en) * | 2016-08-12 | 2018-02-23 | 五冶集团上海有限公司 | A kind of steel structures in construction works measures construction method |
| CN107724689B (en) * | 2016-08-12 | 2021-09-10 | 五冶集团上海有限公司 | Construction engineering steel structure measurement construction method |
| CN108827253A (en) * | 2018-03-29 | 2018-11-16 | 上海宝冶集团有限公司 | The installation of the support of pipelines of sled sled racing track and locating measurement method |
| CN109457722A (en) * | 2018-10-30 | 2019-03-12 | 安徽信息工程学院 | A kind of localization method of foundation bolt |
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Application publication date: 20120104 |