CN108519140A - A kind of cantilever beam experiment of weighing method - Google Patents
A kind of cantilever beam experiment of weighing method Download PDFInfo
- Publication number
- CN108519140A CN108519140A CN201810217476.9A CN201810217476A CN108519140A CN 108519140 A CN108519140 A CN 108519140A CN 201810217476 A CN201810217476 A CN 201810217476A CN 108519140 A CN108519140 A CN 108519140A
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- China
- Prior art keywords
- cantilever beam
- weighing
- weight
- jacking
- jack
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- 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.)
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Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01G—WEIGHING
- G01G17/00—Apparatus for or methods of weighing material of special form or property
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M1/00—Testing static or dynamic balance of machines or structures
- G01M1/12—Static balancing; Determining position of centre of gravity
- G01M1/122—Determining position of centre of gravity
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Aviation & Aerospace Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention discloses a kind of cantilever beam experiment of weighing methods, using " weight transmitting " principle, pass through self-elevating drilling platform cantilever beam rig floor experiment of weighing system, cantilever beam assembly weight is transferred on the weighing-appliance of readable, all data summarizations are weighing results required value, and are compared and draw a conclusion with theoretical value；The advantage of the invention is that：The present invention weighs scheme to JU2000E self-elevating drilling platform cantilever beam systems, is distinctly claimed from requirements such as preparation of construction, equipment requirement and frock makings so that entirely tests convenient, fast, solves the problems, such as in experiment of weighing.
Description
Technical field
The present invention relates to a kind of weighing methods, and in particular to a kind of cantilever beam experiment of weighing method.
Background technology
After the self-elevating drilling platform construction phase, in order to confirm and examine whether its correlation function meets the requirements,
It needs to carry out a series of large-scale experiment, cantilever beam experiment of weighing is exactly one of them.Cantilever beam assembly weight is larger, by outstanding
Arm beam sliding system causes cantilever beam assembly overall weight, center of gravity to move, and the center of gravity of entire platform will be made to change, from
And make the reaction of bearing redistribution of each spud leg, platform property is produced a very large impact.It can in order to make this influence be maintained at
It controls in range, in the design phase it needs to be determined that platform each section distribution of weight, formulates Weight control scheme, and by platform construction side
Strict implement.The present invention weighs scheme to JU2000E self-elevating drilling platform cantilever beam systems, from preparation of construction, equipment requirement
And the requirements such as frock making are distinctly claimed so that are entirely tested convenient, fast, efficiently solved in experiment of weighing
Problem.
Invention content
It is in view of the drawbacks of the prior art and insufficient, it weighs examination the purpose of the present invention is to provide a kind of reasonable design cantilever beam
Proved recipe method.
To achieve the above object, the technical solution adopted by the present invention is：A kind of cantilever beam experiment of weighing method, innovative point
It is：Using " weight transmitting " principle, by self-elevating drilling platform cantilever beam rig floor experiment of weighing system, by cantilever beam assembly
Weight is transferred on the weighing-appliance of readable, and all data summarizations are weighing results required value, and is compared with theoretical value
Relatively draw a conclusion；It is as follows：
（1）It in weighing process, introduces synchronization of jacking up, decline technology, avoid single-point stress is excessive from causing equipment or structural failure existing
As；
（2）By Modeling Calculation, cantilever beam assembly weight is 3400T, live stress is simulated to each supporting point, to strong to structure
Whether degree checking computations meet the requirements, and combine to calculate and determine Jacking point 12, weigh a little 16；According to cantilever beam assembly weight point
Cloth has made following deployment：
a）Jacking point：6 600T synchronous effects jack and 6 320T synchronous effect jack, 12 jack Jacking points lead to
Synchronous control is crossed, is changed into " three " and puts jacking；
b）It weighs a little：3 600T weight sensors, 4 300T weight sensors and 9 400T weight sensors, visualization are read
Number；
（3）Before jacking, the influential structure of institute and equipment need to be removed, and carry out safety prevention measure, and control jack
Gap between sensor and cantilever beam structure, it is ensured that jacking, lower section synchronize；
（4）Start to test, jacked up cantilever beam using jack synchronization of jacking up, disengage it from former rectangular structure, arrangement weight passes
Backing plate above sensor transfers jack, construction weight is transferred to weight sensor, and record sensor output value and coordinate；
（5）It repeats step three times, if Data duplication is preferable three times, i.e., differs and be no more than between each weighing results and average value
10%, then cantilever beam assembly experiment of weighing terminates.
The present invention has the beneficial effect that：The present invention weighs scheme to JU2000E self-elevating drilling platform cantilever beam systems, from applying
The requirements such as working drawing is standby, equipment requirement and frock making are distinctly claimed so that are entirely tested convenient, fast, effectively solved
The problem determined in experiment of weighing.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, below in conjunction with specific implementation mode pair
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are only to explain the present invention, and
It is not used in the restriction present invention.
A kind of cantilever beam experiment of weighing method is bored using " weight transmitting " principle by self-elevating drilling platform cantilever beam
Table scale retries check system, and cantilever beam assembly weight is transferred on the weighing-appliance of readable, and all data summarizations are to weigh
As a result required value, and be compared and draw a conclusion with theoretical value；It is as follows：
（1）It in weighing process, introduces synchronization of jacking up, decline technology, avoid single-point stress is excessive from causing equipment or structural failure existing
As；
（2）By Modeling Calculation, cantilever beam assembly weight is 3400T, live stress is simulated to each supporting point, to strong to structure
Whether degree checking computations meet the requirements, and combine to calculate and determine Jacking point 12, weigh a little 16；According to cantilever beam assembly weight point
Cloth has made following deployment：
a）Jacking point：6 600T synchronous effects jack and 6 320T synchronous effect jack, 12 jack Jacking points lead to
Synchronous control is crossed, is changed into " three " and puts jacking；
b）It weighs a little：3 600T weight sensors, 4 300T weight sensors and 9 400T weight sensors, visualization are read
Number；
（3）Before jacking, the influential structure of institute and equipment need to be removed, and carry out safety prevention measure, and control jack
Gap between sensor and cantilever beam structure, it is ensured that jacking, lower section synchronize；
（4）Start to test, jacked up cantilever beam using jack synchronization of jacking up, disengage it from former rectangular structure, arrangement weight passes
Backing plate above sensor transfers jack, construction weight is transferred to weight sensor, and record sensor output value and coordinate；
（5）It repeats step three times, if Data duplication is preferable three times, i.e., differs and be no more than between each weighing results and average value
10%, then cantilever beam assembly experiment of weighing terminates.
The present invention weighs scheme to JU2000E self-elevating drilling platform cantilever beam systems, from preparation of construction, equipment requirement with
And the requirements such as frock making are distinctly claimed so that are entirely tested convenient, fast, efficiently solved the difficulty in experiment of weighing
Topic.
The above is merely illustrative of the technical solution of the present invention and unrestricted, and those of ordinary skill in the art are to this hair
The other modifications or equivalent replacement that bright technical solution is made, as long as it does not depart from the spirit and scope of the technical scheme of the present invention,
It is intended to be within the scope of the claims of the invention.
Claims (1)
1. a kind of cantilever beam experiment of weighing method, it is characterised in that：Using " weight transmitting " principle, pass through self-elevating drilling platform
Cantilever beam rig floor experiment of weighing system, cantilever beam assembly weight is transferred on the weighing-appliance of readable, all data summarizations
As weighing results required value, and be compared and draw a conclusion with theoretical value；It is as follows：
（1）It in weighing process, introduces synchronization of jacking up, decline technology, avoid single-point stress is excessive from causing equipment or structural failure existing
As；
（2）By Modeling Calculation, cantilever beam assembly weight is 3400T, live stress is simulated to each supporting point, to strong to structure
Whether degree checking computations meet the requirements, and combine to calculate and determine Jacking point 12, weigh a little 16；According to cantilever beam assembly weight point
Cloth has made following deployment：
a）Jacking point：6 600T synchronous effects jack and 6 320T synchronous effect jack, 12 jack Jacking points lead to
Synchronous control is crossed, is changed into " three " and puts jacking；
b）It weighs a little：3 600T weight sensors, 4 300T weight sensors and 9 400T weight sensors, visualization are read
Number；
（3）Before jacking, the influential structure of institute and equipment need to be removed, and carry out safety prevention measure, and control jack
Gap between sensor and cantilever beam structure, it is ensured that jacking, lower section synchronize；
（4）Start to test, jacked up cantilever beam using jack synchronization of jacking up, disengage it from former rectangular structure, arrangement weight passes
Backing plate above sensor transfers jack, construction weight is transferred to weight sensor, and record sensor output value and coordinate；
（5）It repeats step three times, if Data duplication is preferable three times, i.e., differs and be no more than between each weighing results and average value
10%, then cantilever beam assembly experiment of weighing terminates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810217476.9A CN108519140A (en) | 2018-03-16 | 2018-03-16 | A kind of cantilever beam experiment of weighing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810217476.9A CN108519140A (en) | 2018-03-16 | 2018-03-16 | A kind of cantilever beam experiment of weighing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108519140A true CN108519140A (en) | 2018-09-11 |
Family
ID=63433981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810217476.9A Pending CN108519140A (en) | 2018-03-16 | 2018-03-16 | A kind of cantilever beam experiment of weighing method |
Country Status (1)
| Country | Link |
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| CN (1) | CN108519140A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101000261A (en) * | 2006-12-28 | 2007-07-18 | 大连船舶重工集团有限公司 | Weighting method of large cantilever structure |
| CN201062183Y (en) * | 2007-07-02 | 2008-05-21 | 夏恒报 | Main shaft skip weight-fixed loading equipment |
| CN102818611A (en) * | 2011-07-21 | 2012-12-12 | 山东鲁南衡器有限公司 | Electronic automobile scale with movable sensor |
| CN103697979A (en) * | 2014-01-08 | 2014-04-02 | 招商局重工（江苏）有限公司 | Method for weighing self-elevating drilling platform cantilever beam |
| CN105464064A (en) * | 2016-01-11 | 2016-04-06 | 南通振华重型装备制造有限公司 | System and method for cantilever beam heavy-duty test of self-elevating drilling platform |
| CN105571976A (en) * | 2014-10-09 | 2016-05-11 | 陕西重型汽车有限公司 | LNG gas consumption tester and LNG gas consumption testing method based on mass measurement |
-
2018
- 2018-03-16 CN CN201810217476.9A patent/CN108519140A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101000261A (en) * | 2006-12-28 | 2007-07-18 | 大连船舶重工集团有限公司 | Weighting method of large cantilever structure |
| CN201062183Y (en) * | 2007-07-02 | 2008-05-21 | 夏恒报 | Main shaft skip weight-fixed loading equipment |
| CN102818611A (en) * | 2011-07-21 | 2012-12-12 | 山东鲁南衡器有限公司 | Electronic automobile scale with movable sensor |
| CN103697979A (en) * | 2014-01-08 | 2014-04-02 | 招商局重工（江苏）有限公司 | Method for weighing self-elevating drilling platform cantilever beam |
| CN105571976A (en) * | 2014-10-09 | 2016-05-11 | 陕西重型汽车有限公司 | LNG gas consumption tester and LNG gas consumption testing method based on mass measurement |
| CN105464064A (en) * | 2016-01-11 | 2016-04-06 | 南通振华重型装备制造有限公司 | System and method for cantilever beam heavy-duty test of self-elevating drilling platform |
Non-Patent Citations (1)
| Title |
|---|
| 陈忠明 等: "自升式钻井平台悬臂梁及钻台称重试验研究", 《石油工程建设》 * |
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| 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 |
Application publication date: 20180911 |
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| RJ01 | Rejection of invention patent application after publication |