CN109457722A - A kind of localization method of foundation bolt - Google Patents
A kind of localization method of foundation bolt Download PDFInfo
- Publication number
- CN109457722A CN109457722A CN201811277072.5A CN201811277072A CN109457722A CN 109457722 A CN109457722 A CN 109457722A CN 201811277072 A CN201811277072 A CN 201811277072A CN 109457722 A CN109457722 A CN 109457722A
- Authority
- CN
- China
- Prior art keywords
- bolt
- foundation bolt
- point
- coordinate
- total station
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The invention discloses a kind of localization methods of foundation bolt, include the following steps, step 1: consulting drawing, the foundation bolt center positioned needed for drawing on graphics software according to layout design size；Bolt-center coordinates are come out, and number consecutively, number and corresponding coordinate information are sequentially input in total station and stored.Step 2: total station being erected on observation station and opens instrument input survey station point, backsight point coordinate, sights backsight point, recalling needs inbuilt bolt coordinate to carry out setting-out fixed point, and the position of foundation bolt is determined using the setting out of total station.The present invention has the advantages that reducing process of measurement, make to measure work integration, digitlization；Measurement results are improved, extra measuring process is saved, reduce accumulated error；Save labor cost.
Description
Technical field
The present invention relates to a kind of foundation bolt localization method, in particular to a kind of graphics software cooperation total station positions lower margin
The method of bolt.
Background technique
The positioning of foundation bolt includes that two work are completed, first, the determination of the center of bolt, determines center
Need to measure the relative dimensions of relevant axis center and bolt-center, simply referred to as plane control；Second, bolt top surface height
It determines, simply referred to as absolute altitude control (high process control).
Currently, the embedded of foundation bolt is all using theodolite, level steel tape, Sopwith staff measurement and positioning.Theodolite and
Steel tape can measure relevant axis center to the distance of each bolt-center, then plane control.Level and Sopwith staff can be surveyed
The height of each bolt top surface is measured, then absolute altitude controls.
Plane control and the absolute altitude control division of labor are completed, and operation is mechanical, ossifing has not caught up with the reason of modern integrated measurement
It reads, let alone digitizes.It is mainly shown as at following 4 points:
One, the division of labor measurement of plane control and absolute altitude control increases measurement process, reduces working efficiency.
Two, measuring tape span is needed, survey is not only increased and sets complexity, also therefore measurement error is increased, even results in
A other mistake.
Three, the decorating position of theodolite must be in relevant axis, and (instrument decorating position is almost for site contour complexity
On steel mesh, steel mesh stability difference is easily shaken) it is unfavorable for setting up instrument.
Four, since too many factor limits, need to follow during embedded sequencing (first bury which, which is buried afterwards
), limit in extensive embedded engineering can " in full flourish " advantageous arrangement and method for construction.
Summary of the invention
It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of localization methods of foundation bolt, for subtracting
Few process of measurement reduces measurement error, enables measurement work integrated and digitlization.
To achieve the goals above, the technical solution adopted by the present invention are as follows: a kind of localization method of foundation bolt, including such as
Lower step,
Step 1: drawing is consulted, in the foundation bolt positioned needed for drawing on graphics software according to layout design size
The heart；Bolt-center coordinates are come out, and number consecutively, number and corresponding coordinate information are sequentially input in total station and stored up
It deposits.
Step 2: total station is erected on observation station and opens instrument input survey station point, backsight point coordinate, sights backsight point,
Recalling needs inbuilt bolt coordinate to carry out setting-out fixed point, and the position of foundation bolt is determined using the setting out of total station.
The graphics software uses AutoCAD graphics software.
Bolt-center coordinates are realized using Labeling Coordinate function on AutoCAD software.
The present invention has the advantages that reducing process of measurement, make to measure work integration, digitlization；Measurement results are improved, are saved
Extra measuring process is removed, accumulated error is reduced；Save labor cost.
Detailed description of the invention
Below to each width attached drawing of description of the invention expression content and figure in label be briefly described:
Fig. 1 is structure of the invention schematic diagram.
Specific embodiment
Below by the description to optimum embodiment, specific embodiments of the present invention will be described in further detail.
Foundation bolt localization method based on AutoCAD cooperation total station includes: 1, consults drawing, according to layout design ruler
It is very little that the required foundation bolt center positioned is drawn on AutoCAD software；Using Labeling Coordinate function on software by bolt-center
Coordinates come out, and number consecutively, and number and corresponding coordinate data are sequentially input in total station and stored；
2, separate mesh is buried according to plant area's establishment of control net bolt at the construction field (site), (conditions permit can share plant area's control
Net) absolute altitude controls net and horizontal control network shares, and relief and horizontal control network are at a distance of 300mm on observation station.
Control, which is buried, a little to be formed with reinforcement fabrication, charges and attacks an ommatidium with sample on spherical surface top, ommatidium depth and diameter cannot surpass
Cross 0.3mm.It when survey station point measurement instrument is high, is drawn close in instrument with level meter, then with steel tape from the relief from 300mm
Measure vertical range.
3, total station is erected on observation station and opens instrument input survey station point, backsight point coordinate, sighted backsight point, recall
Inbuilt bolt coordinate is needed to carry out setting-out fixed point.
Note in operation: 1, on AutoCAD software coordinate X-axis and Y-axis with measure coordinate X-axis and Y-axis on the contrary, drawing
Pay attention to exchanging when figure and coordinate admission.
2, absolute altitude network point and plane control site share, and control point label is bad to cause error very big or even mistake.
3, the high measurement of instrument.Because there are no the functions that oneself measures height for instrument, it is therefore desirable to measure absolute altitude control with tape measure
System point arrives the distance of centre, if the size vertical range of measurement cannot be oblique distance.
The positioning of foundation bolt includes three phases:
First stage: the critical stage of preparation stage and this technology.Mainly necessary apply is created for latter two stage
Work condition.It is mainly office work management admission foundation bolt centre coordinate data in this stage.Coordinate data is enrolled with AutoCAD
Just it is quick accurate mostly, then the coordinate data of admission is stored on the RAM card of total station to call.
Second stage: bolt fixed frame sets up the stage.This stage is that a shelf is set up on the reinforcing bar completed.In addition,
A shelf also is taken with fixing bolt with two reinforcing bars arranged side by side are horizontal on this shelf.
Phase III: the Coordinate setting-out stage is the emphasis stage of this technology.This stage is Main Stage.Groundwork
It is to establish a simple control net, the position of foundation bolt is determined with the setting out of total station, and bolt is welded
On the shelf set up, the embedded work of foundation bolt is completed.
Cooperate total station come positioning stone bolt by autoACD graphics software, has the advantages that
1, process of measurement is reduced, makes to measure work integration, digitlization.
2, Measurement results are improved, extra measuring process is saved, reduce accumulated error.
3, labor cost is saved.(traditional every bolt of method requires to measure distance with the method for drawing steel tape, makes
Measuring tape number can be reduced with total station.)
4, measurement work is largely switched into interior industry operation, reduces field process amount, improves the building ring of survey crew
Border.
5, traditional method, theodolite have to be erected in relevant axis centre, are limited to very much to the selection for setting up point,
It even also needs to set up firm platform, that is, increases the consumption of construction material.It can unrestricted choice survey station point using total station
(only needing intervisibility) can more save the consumption of construction material, save time raising construction efficiency.
Obviously present invention specific implementation is not subject to the restrictions described above, as long as using method concept and skill of the invention
The improvement for the various unsubstantialities that art scheme carries out, it is within the scope of the present invention.
Claims (3)
1. a kind of localization method of foundation bolt, it is characterised in that: include the following steps,
Step 1: consulting drawing, the foundation bolt center positioned needed for drawing on graphics software according to layout design size；It will
Bolt-center coordinates come out, and number consecutively, and number and corresponding coordinate information are sequentially input in total station and stored.
Step 2: total station being erected on observation station and opens instrument input survey station point, backsight point coordinate, backsight point is sighted, recalls
It needs inbuilt bolt coordinate to carry out setting-out fixed point, the position of foundation bolt is determined using the setting out of total station.
2. a kind of localization method of foundation bolt as described in claim 1, it is characterised in that: the graphics software uses
AutoCAD graphics software.
3. a kind of status method of foundation bolt as claimed in claim 1 or 2, it is characterised in that: using on AutoCAD software
Labeling Coordinate function realizes bolt-center coordinates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811277072.5A CN109457722A (en) | 2018-10-30 | 2018-10-30 | A kind of localization method of foundation bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811277072.5A CN109457722A (en) | 2018-10-30 | 2018-10-30 | A kind of localization method of foundation bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109457722A true CN109457722A (en) | 2019-03-12 |
Family
ID=65608911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811277072.5A Pending CN109457722A (en) | 2018-10-30 | 2018-10-30 | A kind of localization method of foundation bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109457722A (en) |
Cited By (4)
| 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 |
| CN110053707A (en) * | 2019-04-29 | 2019-07-26 | 广船国际有限公司 | A kind of ship foundation bolt installation scribble method |
| CN110672079A (en) * | 2019-10-12 | 2020-01-10 | 中铁大桥局集团第一工程有限公司 | Rapid and precise lofting guide measurement method |
| CN110965791A (en) * | 2019-12-10 | 2020-04-07 | 中建七局安装工程有限公司 | Accurate positioning method for foundation bolt |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008073840A9 (en) * | 2006-12-07 | 2008-09-18 | Marlon Fenton | System and method for positioning prefabricated panels |
| CN102306226A (en) * | 2011-10-14 | 2012-01-04 | 中国十九冶集团有限公司 | Method and usage for locating installation component by utilizing cartographic software matched with total station |
| 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 |
| CN103047975A (en) * | 2012-12-25 | 2013-04-17 | 河南省第二公路工程有限公司 | Method of accurate and rapid measurement lofting system |
| CN103759718A (en) * | 2013-12-20 | 2014-04-30 | 河南理工大学 | Rapid setting-out method of total station |
| CN103591944B (en) * | 2013-11-13 | 2016-01-06 | 江西建工第一建筑有限责任公司 | A kind of arcuate building measures construction method |
| 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 |
-
2018
- 2018-10-30 CN CN201811277072.5A patent/CN109457722A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008073840A9 (en) * | 2006-12-07 | 2008-09-18 | Marlon Fenton | System and method for positioning prefabricated panels |
| CN102306226A (en) * | 2011-10-14 | 2012-01-04 | 中国十九冶集团有限公司 | Method and usage for locating installation component by utilizing cartographic software matched with total station |
| 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 |
| CN103047975A (en) * | 2012-12-25 | 2013-04-17 | 河南省第二公路工程有限公司 | Method of accurate and rapid measurement lofting system |
| CN103591944B (en) * | 2013-11-13 | 2016-01-06 | 江西建工第一建筑有限责任公司 | A kind of arcuate building measures construction method |
| CN103759718A (en) * | 2013-12-20 | 2014-04-30 | 河南理工大学 | Rapid setting-out method of total station |
| 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 |
Cited By (5)
| 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 |
| 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 |
| CN110053707A (en) * | 2019-04-29 | 2019-07-26 | 广船国际有限公司 | A kind of ship foundation bolt installation scribble method |
| CN110672079A (en) * | 2019-10-12 | 2020-01-10 | 中铁大桥局集团第一工程有限公司 | Rapid and precise lofting guide measurement method |
| CN110965791A (en) * | 2019-12-10 | 2020-04-07 | 中建七局安装工程有限公司 | Accurate positioning method for foundation bolt |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109457722A (en) | A kind of localization method of foundation bolt | |
| CN108979668B (en) | The information intelligent construction method and system of wet shot trolley | |
| CN106093963B (en) | A method of improving the vehicle-mounted laser radar scanning data precision of railway | |
| CN103806478B (en) | A kind of measuring method of Deformation of Diaphragm Wall | |
| CN107869249B (en) | Arcuate structure high-formwork construction method | |
| CN103981906B (en) | Preset measuring point formula pattern foundation pit supporting structure deformation measurement method | |
| CN107192381A (en) | A kind of surveying and locating method of any disorder space structure | |
| CN104746884A (en) | Method for hoisting prefabricated parts of assembled building | |
| CN102518028A (en) | Precise plane coordinate correction method in laser radar scanning measurement | |
| CN108871266A (en) | Automatic settlement monitoring method based on intermediate method triangle elevation method | |
| US20110029098A1 (en) | Apparatus, method, program, and recording medium for supporting arrangement of operation areas layout | |
| CN102680942A (en) | Blast furnace frame measuring positioning method based on total station | |
| CN111829486B (en) | Shield construction ground settlement automatic monitoring method and system | |
| CN111609833B (en) | Settlement observation method for high-rise building | |
| CN106931942A (en) | A kind of super high rise building tilt measuring method | |
| CN110387965A (en) | A kind of coal yard wide-span cylindrical reticulated shell structure gable starting construction method | |
| CN107255442A (en) | Large scale hydraulic generator stator based on laser tracking technology installs measuring method | |
| CN208567866U (en) | Remote control type one man operation's leveling systems | |
| CN102535863B (en) | Method for manufacturing and mounting irregular abnormally-shaped large space steel structure | |
| CN206428698U (en) | A kind of basic fine positioning of jacket and temporary locking device | |
| CN116489308A (en) | Concrete pouring and safety monitoring method, system, computer and medium | |
| CN103628511B (en) | Setting-out plumbing method for pile foundation casing | |
| CN104964674A (en) | Control net used for large structure building size | |
| CN115077486B (en) | Template measuring device for vertical ship lift construction and application method thereof | |
| CN109472869A (en) | Settlement prediction method and system |
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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190312 |