CN102175109A - Installation measurement method of multi-leg pole modular deck sheet - Google Patents
Installation measurement method of multi-leg pole modular deck sheet Download PDFInfo
- Publication number
- CN102175109A CN102175109A CN 201110033890 CN201110033890A CN102175109A CN 102175109 A CN102175109 A CN 102175109A CN 201110033890 CN201110033890 CN 201110033890 CN 201110033890 A CN201110033890 A CN 201110033890A CN 102175109 A CN102175109 A CN 102175109A
- Authority
- CN
- China
- Prior art keywords
- module
- deck
- leg column
- coordinate system
- coordinates
- 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
Images
Landscapes
- Length Measuring Devices With Unspecified Measuring Means (AREA)
Abstract
本发明公开了多腿柱模块甲板片安装测量方法,它包括以下步骤:(1)建立甲板片的基准坐标系;(2)选取测量甲板片各个腿柱的空间位置坐标的模块关键测量点并以模块关键测量点作为坐标原点建立相对坐标系,测定每个模块关键测量点在甲板片的基准坐标系中的坐标位置;(3)通过测量装置在每个模块关键测量点测量测量装置能够测量到的甲板片各个腿柱的空间位置相对坐标;(4)将甲板片各个腿柱的空间位置相对坐标通过步骤(2)中确定的坐标换算关系换算为在甲板片的基准坐标系中的坐标从而获得腿柱安装位置。采用本方法可以获得高精度的腿柱测量数据,保证结构在建造过程中的尺寸和变形精度以及结构物最终装配过程中的配合精度和整体误差精度。
The invention discloses a method for installing and measuring a multi-leg column module deck plate, which comprises the following steps: (1) establishing a reference coordinate system of the deck plate; (2) selecting a module key measurement point for measuring the spatial position coordinates of each leg column of the deck plate and The relative coordinate system is established with the key measurement point of the module as the coordinate origin, and the coordinate position of the key measurement point of each module in the reference coordinate system of the deck plate is determined; (3) the measurement device can measure the key measurement point of each module through the measurement device (4) the relative coordinates of the spatial positions of each leg column of the deck piece are converted into coordinates in the reference coordinate system of the deck piece through the coordinate conversion relationship determined in step (2) Thereby obtaining the mounting position of the leg post. By adopting the method, high-precision measurement data of leg columns can be obtained, and the size and deformation accuracy of the structure during the construction process, as well as the matching accuracy and overall error accuracy during the final assembly process of the structure can be guaranteed.
Description
技术领域technical field
本发明涉及一种安装测量方法,尤其涉及多腿柱模块甲板片安装测量方法。The invention relates to an installation measurement method, in particular to a multi-leg column module deck sheet installation measurement method.
背景技术Background technique
在海上石油开发工程中,需要在海上建造采油平台、生活平台、中心处理平台等各种平台。平台一般主要包括:海洋工程组块、水下支撑结构-导管架、单点等海洋结构物。海洋工程组块、导管架、单点等通称为海洋结构物。海洋结构物一般具有重量大,结构多,建造复杂等特点。随着结构物的重量体积不断增大,结构物的搭建过程就要求分层分块的进行建造。采用这种方式可以有效缩短建造工期,提高生产效率,同时降低模块逐层建造存在的诸多危险因素,如(高空作业等)。In offshore oil development projects, various platforms such as oil production platforms, living platforms, and central processing platforms need to be built offshore. The platform generally mainly includes: marine engineering blocks, underwater support structures - jackets, single points and other marine structures. Offshore engineering blocks, jackets, single points, etc. are commonly referred to as offshore structures. Marine structures generally have the characteristics of heavy weight, many structures, and complex construction. As the weight and volume of structures continue to increase, the construction process of structures requires layered and block-by-block construction. This method can effectively shorten the construction period, improve production efficiency, and reduce many risk factors in the layer-by-layer construction of modules, such as (working at heights, etc.).
结构物分层分块建造过程中,分层的甲板块在建造过程中需要设定相应的柱腿进行支撑,以保证甲板片的形状和各部件安装位置。这种多腿柱模块甲板片在安装过程中,由于结构庞大,障碍物多,对结构物各腿柱位置的测量存在很大困难。腿柱对于甲板片起支撑和定位作用,每个腿柱对于结构物的重量支撑和部件定位都有非常重要的作用,腿柱位置的偏差将会导致甲板片的局部位移发生变化还会导致个别部件定位不准确,这些问题最终会导致结构物整体装配的偏差。In the process of building structures in layers and blocks, the layered deck blocks need to be supported by corresponding columns and legs during the construction process to ensure the shape of the deck and the installation position of each component. During the installation process of this multi-leg column modular deck sheet, due to the huge structure and many obstacles, it is very difficult to measure the position of each leg column of the structure. The legs support and position the deck. Each leg plays a very important role in the weight support of the structure and the positioning of the components. The deviation of the position of the legs will cause the local displacement of the deck to change and lead to individual Inaccurate component positioning, these problems will eventually lead to deviations in the overall assembly of the structure.
现有的测量方法大多采用多基站同时测量或者单基站多次测量方式。即通过外部的基站直接测量各个腿柱的位置,再综合这些测量数据,得出各个腿柱的实际位置信息。这种方法在腿柱较少时效果比较理想,但当腿柱数量很多时,有限数量的几个基站测量数据十分有限,同时由于腿柱与腿柱之间相互遮挡的原因,现有的各种方法都无法对几十个腿柱的位置进行高精度的测量。Most of the existing measurement methods use simultaneous measurement of multiple base stations or multiple measurements of a single base station. That is, the position of each leg column is directly measured through an external base station, and then these measurement data are integrated to obtain the actual position information of each leg column. This method is ideal when there are few legs, but when the number of legs is large, the measurement data of a limited number of base stations is very limited. None of these methods can measure the positions of dozens of leg posts with high precision.
发明内容Contents of the invention
本发明的目的在于克服现有技术的不足,提供一种可以获得高精度的腿柱测量数据,保证结构在建造过程中的尺寸和变形精度以及结构物在最终装配过程中的配合精度和整体误差精度的多腿柱模块甲板片安装测量方法。The purpose of the present invention is to overcome the deficiencies of the prior art, to provide a high-precision leg column measurement data, to ensure the size and deformation accuracy of the structure during the construction process, as well as the matching accuracy and overall error of the structure during the final assembly process Accuracy measurement method for multi-leg column modular deck sheet installations.
本发明的多腿柱模块甲板片安装测量方法,它包括以下步骤:The multi-leg column module deck piece installation measuring method of the present invention, it comprises the following steps:
(1)建立甲板片的基准坐标系;(1) Establish the datum coordinate system of the deck plate;
(2)选取测量甲板片各个腿柱的空间位置坐标的模块关键测量点并以模块关键测量点作为坐标原点建立相对坐标系,测定每个模块关键测量点在甲板片的基准坐标系中的坐标位置;(2) Select the key measurement point of the module for measuring the spatial position coordinates of each leg column of the deck piece and establish a relative coordinate system with the key measurement point of the module as the coordinate origin, and determine the coordinates of the key measurement point of each module in the reference coordinate system of the deck piece Location;
(3)通过测量装置在每个模块关键测量点测量所述的测量装置能够测量到的甲板片各个腿柱的空间位置相对坐标;(3) measure the spatial position relative coordinates of each leg column of the deck plate that the measuring device can measure at each module key measuring point by the measuring device;
(4)将甲板片各个腿柱的空间位置相对坐标通过步骤(2)中确定的坐标换算关系换算为在甲板片的基准坐标系中的坐标从而获得腿柱安装位置。(4) The relative coordinates of the spatial positions of each leg column of the deck piece are converted into coordinates in the reference coordinate system of the deck piece through the coordinate conversion relationship determined in step (2) to obtain the installation position of the leg column.
本发明的突出优点是:采用本方法将模块的各部件设计基准转移到以模块关键测量点作为坐标原点建立的相对坐标系,利用空间大量的基准点,测量模块甲板片各个腿柱的空间位置,从而获得高精度的腿柱测量数据,保证结构在建造过程中的尺寸和变形精度,从而保证了结构物最终装配过程中的配合精度以及整体的误差精度。The outstanding advantages of the present invention are: adopt this method to transfer the design reference of each component of the module to the relative coordinate system established with the key measurement point of the module as the coordinate origin, and use a large number of reference points in space to measure the spatial position of each leg column of the module deck , so as to obtain high-precision leg column measurement data, ensure the size and deformation accuracy of the structure during the construction process, thereby ensuring the fit accuracy and overall error accuracy during the final assembly process of the structure.
附图说明Description of drawings
附图是本发明的多腿柱模块甲板片安装测量方法的测量工作原理图。Accompanying drawing is the measurement working principle diagram of the multi-leg column module deck sheet installation measurement method of the present invention.
具体实施方式Detailed ways
下面结合具体的实施例,并参照附图,对本发明做进一步的说明:Below in conjunction with specific embodiment, and with reference to accompanying drawing, the present invention will be further described:
本发明的多腿柱模块甲板片安装测量方法,它包括以下步骤:(1)建立甲板片的基准坐标系1;(2)选取测量甲板片各个腿柱的空间位置坐标的模块关键测量点2并以模块关键测量点作为坐标原点建立相对坐标系,测定每个模块关键测量点在甲板片的基准坐标系中的坐标位置;(3)通过测量装置在每个模块关键测量点测量所述的测量装置能够测量到的甲板片各个腿柱3的空间位置相对坐标;(4)将甲板片各个腿柱的空间位置相对坐标通过步骤(2)中确定的坐标换算关系换算为在甲板片的基准坐标系中的坐标从而获得腿柱安装位置。The method for installing and measuring the multi-leg column module deck of the present invention comprises the following steps: (1) establishing a
实施例1Example 1
对多腿柱模块甲板片多腿柱位置坐标进行测量,采用以下步骤:To measure the position coordinates of the multi-leg column on the deck of the multi-leg column module, the following steps are adopted:
(1)建立甲板片的基准坐标系;(2)选取测量甲板片各个腿柱的空间位置坐标的模块关键测量点并以模块关键测量点作为坐标原点建立相对坐标系,测定每个模块关键测量点在甲板片的基准坐标系中的坐标位置;(3)通过测量装置在每个模块关键测量点测量所述的测量装置能够测量到的甲板片各个腿柱的空间位置相对坐标;(4)将甲板片各个腿柱的空间位置相对坐标通过步骤(2)中确定的坐标换算关系换算为在甲板片的基准坐标系中的坐标从而获得腿柱安装位置。(1) Establish the reference coordinate system of the deck plate; (2) Select the key measurement point of the module for measuring the spatial position coordinates of each leg column of the deck plate and use the key measurement point of the module as the coordinate origin to establish a relative coordinate system to determine the key measurement of each module The coordinate position of the point in the reference coordinate system of the deck sheet; (3) measure the spatial position relative coordinates of each leg column of the deck sheet that the measuring device can measure at each module key measurement point by the measuring device; (4) The relative coordinates of the spatial positions of each leg column of the deck sheet are converted into coordinates in the reference coordinate system of the deck sheet through the coordinate conversion relationship determined in step (2) to obtain the installation position of the leg column.
采用本方法测量模块甲板片各个腿柱的空间位置,获得各腿柱测量数据,保证在建造过程中甲板片中多腿柱安装精度,从而保证了结构物最终装配过程中的配合精度以及整体的误差精度。This method is used to measure the spatial position of each leg column of the module deck, obtain the measurement data of each leg column, and ensure the installation accuracy of the multi-leg column in the deck section during the construction process, thus ensuring the matching accuracy and overall integrity of the structure during the final assembly process. error precision.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201110033890 CN102175109A (en) | 2011-01-31 | 2011-01-31 | Installation measurement method of multi-leg pole modular deck sheet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201110033890 CN102175109A (en) | 2011-01-31 | 2011-01-31 | Installation measurement method of multi-leg pole modular deck sheet |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102175109A true CN102175109A (en) | 2011-09-07 |
Family
ID=44518319
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201110033890 Pending CN102175109A (en) | 2011-01-31 | 2011-01-31 | Installation measurement method of multi-leg pole modular deck sheet |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102175109A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103307947A (en) * | 2013-06-08 | 2013-09-18 | 博迈科海洋工程股份有限公司 | Method for measuring and positioning error space of module structure assembly |
CN106643583A (en) * | 2016-11-29 | 2017-05-10 | 中船西江造船有限公司 | Detection method for flatness of stern chute surface |
CN108180878A (en) * | 2017-11-21 | 2018-06-19 | 博迈科海洋工程股份有限公司 | A kind of heavy die block structure middle deck piece installation error control method |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07332979A (en) * | 1994-06-08 | 1995-12-22 | Fujitsu Ltd | Registered surveying system with traverse conversion function |
CN1147083A (en) * | 1996-01-29 | 1997-04-09 | 郝鹏威 | Method and apparatus for indirect measurement of coordinate |
CN101395440A (en) * | 2006-03-07 | 2009-03-25 | 赛德思公司 | Method, system and computer program product for positioning measuring devices and for measuring large objects |
-
2011
- 2011-01-31 CN CN 201110033890 patent/CN102175109A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07332979A (en) * | 1994-06-08 | 1995-12-22 | Fujitsu Ltd | Registered surveying system with traverse conversion function |
CN1147083A (en) * | 1996-01-29 | 1997-04-09 | 郝鹏威 | Method and apparatus for indirect measurement of coordinate |
CN101395440A (en) * | 2006-03-07 | 2009-03-25 | 赛德思公司 | Method, system and computer program product for positioning measuring devices and for measuring large objects |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103307947A (en) * | 2013-06-08 | 2013-09-18 | 博迈科海洋工程股份有限公司 | Method for measuring and positioning error space of module structure assembly |
CN106643583A (en) * | 2016-11-29 | 2017-05-10 | 中船西江造船有限公司 | Detection method for flatness of stern chute surface |
CN108180878A (en) * | 2017-11-21 | 2018-06-19 | 博迈科海洋工程股份有限公司 | A kind of heavy die block structure middle deck piece installation error control method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107479078B (en) | Method and system for transforming geodetic coordinates into independent plane coordinates in railway survey | |
CN103645490B (en) | Intelligent satellite CORS attitude monitoring method | |
CN101324428A (en) | Method for measuring construction steel structure special-shaped component three-dimensional coordinates | |
CN107042527A (en) | A kind of industrial robot caliberating device and scaling method based on three-dimensional force sensor | |
CN103026310B (en) | Method for realizing the spatial transformation from machining points to reference points of installation survey | |
CN105021144A (en) | Industrial robot kinematics parameter calibration device and calibration method | |
CN102175109A (en) | Installation measurement method of multi-leg pole modular deck sheet | |
CN105509660B (en) | Flatness measuring method | |
CN104864906A (en) | Offshore oil and gas subsea equipment weight measurement and center of gravity detection method | |
CN103273339A (en) | Ball head positioning device for positioning irregular workpieces in combined clamp and positioning method of ball head positioning device | |
CN104501727A (en) | Measurement method of short circular-arc radius sample plate | |
CN204988223U (en) | Detection apparatus for steel member preparation size precision | |
CN204269110U (en) | A kind of side slope measuring equipment locating device based on laser ranging technique | |
CN103307947A (en) | Method for measuring and positioning error space of module structure assembly | |
CN202171443U (en) | Measuring tool of top sphere center spatial coordinate of follow-up locater | |
CN106654516B (en) | High precision measuring device and method suitable for multiple spot distribution deployable antenna | |
CN105115473B (en) | The measuring method of underground chamber cross section 3 D deformation | |
CN102175199A (en) | Non-slideway multi-module construction measuring method | |
CN108180878A (en) | A kind of heavy die block structure middle deck piece installation error control method | |
CN203349804U (en) | Three-dimensional single-arm measuring instrument | |
CN204188127U (en) | A kind of for the upper and lower symmetry survey instrument of connecting rod die joint | |
CN103542821B (en) | A kind of inclined tube cover plate position finding and detection method | |
CN202692985U (en) | Transition point marking plate structure for intermediate floor | |
CN203489852U (en) | Special positioning device for inclined pipe cover plate positioning detection | |
CN205245994U (en) | Detection device for wheel bolt hole positional tolerance |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110907 |