CN109029202A - A kind of assembly and detection method of the ship cell wall wall pier region of high stress - Google Patents
A kind of assembly and detection method of the ship cell wall wall pier region of high stress Download PDFInfo
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- CN109029202A CN109029202A CN201810996317.3A CN201810996317A CN109029202A CN 109029202 A CN109029202 A CN 109029202A CN 201810996317 A CN201810996317 A CN 201810996317A CN 109029202 A CN109029202 A CN 109029202A
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- wall
- wall pier
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- detection
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/02—Measuring arrangements characterised by the use of mechanical techniques for measuring length, width or thickness
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Abstract
The present invention relates to shipbuilding technical fields, disclose a kind of assembly and detection method of ship cell wall wall pier region of high stress, comprising steps of S1, by draw lines template draw reference line on the wall pier inclined plate of wall pier component；S2, the wall pier component is installed to groove profile siding；S3, detection template measure the distance between the detection template and the groove profile siding on the basis of the reference line, and judge whether the assembly of cell wall wall pier meets the requirements according to measurement result.The detection method draws reference line on wall pier inclined plate by the template that draws lines, then wall pier component is installed to groove profile siding, detection template is on the basis of reference line later, measure the distance between detection template and groove profile siding, and judge whether the assembly of cell wall wall pier meets the requirements according to measurement result, and it can effectively examine whether the assembly of cell wall wall pier meets code requirement, it is easy to operate, inspection difficulty is reduced, work quality and working efficiency are improved.
Description
Technical field
The present invention relates to a kind of assembly of shipbuilding technical field more particularly to ship cell wall wall pier region of high stress detections
Method.
Background technique
Currently, many ship types (such as product carrier, chemicals oil carrier etc.) are to " high stress areas " during shipbuilding
Assembly and welding, which have, compares strict requirements, such as denization LR (Lloyd's Register of Shipping Britain Selwyn Lloyd
Classification society) ship ship, generally can all there are the denization requirement of " CM (Construction Monitoring builds monitoring) ", ship
Cell wall wall Dun Chu just belong to this kind of region of high stress, it is therefore desirable to contraposition detection is carried out to cell wall wall pier.
Current main assembly and detection method is to carry out as follows:
1,1 ' of wall pier component make after, by setting-out template 12 bottom surface ' of wall pier top plate with 11 ' of wall pier inclined plate with
The intersection a of 12 ' of wall pier top plate is starting point, and distance is that reference line b is drawn at the position of A, by the anti-line of reference line b in the way of anti-line
To the top surface of 12 ' of wall pier top plate, such as by " b " anti-line to " c " (referring to Fig. 1)；
2,1 ' of wall pier component is lifted to 2 ' of groove profile siding, carries out sectional；
3, the distance between cd is measured, and the distance is compared with theoretical distance, judges whether that meeting its specification wants
It asks, wherein d is the intersecting lens (referring to fig. 2) of 11 ' of wall pier inclined plate and 2 ' of groove profile siding.
Contraposition detection is carried out by the above method, examines line c since cell wall wall pier is drawn using anti-line mode, and by mould
The method of plate is detected, and can be made spacial influence by groove profile siding in the detection process, be examined trouble, inconvenient.
Summary of the invention
It is easy to operate it is an object of the invention to propose a kind of assembly and detection method of ship cell wall wall pier region of high stress,
Space will not be made by groove profile siding is influenced.
To achieve this purpose, the present invention adopts the following technical scheme:
The present invention proposes a kind of assembly and detection method of ship cell wall wall pier region of high stress, comprising steps of
S1, by drawing lines, template draws reference line on the wall pier inclined plate of wall pier component；
S2, the wall pier component is installed to groove profile siding；
S3, detection template measure the distance between the detection template and the groove profile siding on the basis of reference line, and
Judge whether the assembly of cell wall wall pier meets the requirements according to measurement result.
The assembly and detection method of the ship cell wall wall pier region of high stress, by drawing lines, template draws benchmark on wall pier inclined plate
Then line is installed wall pier component to groove profile siding, detection template measures detection template and slot on the basis of reference line later
The distance between type siding, and judge whether the assembly of cell wall wall pier meets the requirements according to measurement result, it can effectively examine
Whether the assembly of cell wall wall pier meets code requirement, easy to operate, reduces inspection difficulty, will not be made space by groove profile siding
Influence, improve work quality and working efficiency.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress, in step s3,
Detection template is on the basis of multiple points on the reference line, the detection template and the groove profile that are measured by measuring device
The distance between siding is L.On the basis of multiple points on reference line, detection template and groove profile siding are measured by detection template
The distance between L, detect it is more acurrate.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress judges that multiple L are
It is no to be all satisfied L≤tMin/ 3 and L≤5mm, wherein tMinFor in the wall pier inclined plate, wall pier top plate and groove profile siding of wall pier component
Minimum thickness value,
If satisfied, then the assembly of cell wall wall pier meets the requirements；
If not satisfied, then the assembly of cell wall wall pier is undesirable.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress, in step sl,
The inner wall of the first scribing plate of the setting-out template fits with the wall pier top plate of the wall pier component, described to draw lines the of template
The inner wall of two scribing plates fits with the wall pier inclined plate, is provided with the first label on second scribing plate, passes through described
One label draws the reference line.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress, the reference line position
In by the wall pier component wall pier top plate and the intersecting lens of the wall pier inclined plate preset along the extending direction of the wall pier inclined plate
At distance and position.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress, the reference line position
In by the wall pier component wall pier top plate and the wall pier inclined plate intersecting lens along the wall pier inclined plate extending direction 100mm
At position.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress, in step s3,
The inner wall of first detection plate of the detection template fits with the wall pier inclined plate, the second label in first detection plate
It is aligned with the reference line.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress, in step s 2,
The groove profile siding includes muti-piece groove profile siding mainboard, and groove profile siding mainboard described in muti-piece is successively assembled.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress, groove profile described in muti-piece
Siding mainboard, which is placed on moulding bed, carries out jigsaw and by being welded and fixed.
A kind of preferred embodiment of assembly and detection method as the above-mentioned ship cell wall wall pier region of high stress, step S1 it
Before, the wall pier top plate of wall pier component and wall pier inclined plate are welded and fixed.
Beneficial effects of the present invention:
The assembly and detection method of the ship cell wall wall pier region of high stress proposed by the present invention, by setting-out template in wall pier inclined plate
Then upper picture reference line is installed wall pier component to groove profile siding, detection template is on the basis of reference line later, measurement detection
The distance between template and groove profile siding, and judge whether the assembly of cell wall wall pier meets the requirements according to measurement result, Neng Gouyou
Effect ground examines whether the assembly of cell wall wall pier meets code requirement, easy to operate, reduces inspection difficulty, will not be by groove profile siding
The influence for making space, improves work quality and working efficiency.
Detailed description of the invention
Fig. 1 is the schematic diagram that c line is drawn in the way of anti-line that the prior art provides；
Fig. 2 is schematic diagram when being detected by c line that the prior art provides；
Fig. 3 is the structural schematic diagram of cell wall wall pier provided by the invention；
Fig. 4 is the schematic diagram provided by the invention that reference line is drawn by setting-out template；
Fig. 5 is the schematic diagram provided by the invention when being detected by detection template.
In figure:
1, wall pier component；11, wall pier inclined plate；12, wall pier top plate；
2, groove profile siding；3, reference line；
100, draw lines template；101, the first scribing plate；102, the second scribing plate；103, the first label；
200, detection template；201, the first detection plate；202, the second detection plate；203, the second label；
1 ', wall pier component；11 ', wall pier inclined plate；12 ', wall pier top plate；2 ', groove profile siding.
Specific embodiment
To further illustrate the technical scheme of the present invention below with reference to the accompanying drawings and specific embodiments.
Present embodiment provides a kind of assembly and detection method of ship cell wall wall pier region of high stress, for detecting cell wall wall pier
The region of high stress whether meet code requirement, Fig. 3 is the structural schematic diagram of cell wall wall pier provided by the invention, as shown in figure 3, wall
Wall pier inclined plate 11, wall pier top plate 12 and the junction of groove profile siding 2 of pier component 1 are the region of high stress, and present embodiment passes through dress
Whether meet assembly and welding requirements with the detection method detection region of high stress.
Specifically, the ship cell wall wall pier region of high stress assembly and detection method the following steps are included:
S1, by drawing lines, template 100 draws reference line 3 (referring to fig. 4) on the wall pier inclined plate 11 of wall pier component 1.
Before step S1, it is necessary first to which the wall pier top plate 12 of wall pier component 1 and wall pier inclined plate 11 are welded and fixed.Specifically
Ground, as shown in figure 3, the both ends of wall pier top plate 12 are respectively welded wall pier inclined plate 11, wall pier top plate 12 and wall pier inclined plate 11 it
Between there is angle, which is greater than 90 ° and less than 180 °.
Fig. 4 is the schematic diagram provided by the invention that reference line is drawn by setting-out template, as shown in figure 4, setting-out template 100 is wrapped
The first scribing plate 101 and the second scribing plate 102 are included, there is angle, the folder between the first scribing plate 101 and the second scribing plate 102
Angle between angle and wall pier top plate 12 and wall pier inclined plate 11 is identical, is all larger than 90 ° and less than 180 °, specific in present embodiment
Wall pier top plate 12 and wall pier inclined plate 11 between have angle be arranged according to code requirement.Further, the of template 100 is drawn lines
The junction of one scribing plate 101 and the second scribing plate 102 is provided with escape groove, when preventing from drawing lines using setting-out template 100, first
Scribing plate 101 is interfered with the junction of the second scribing plate 102 and the link position of wall pier top plate 12 and wall pier inclined plate 11.
When drawing reference line 3, the inner wall of the first scribing plate 101 and the wall pier top plate 12 of wall pier component 1 are fitted, draw lines mould
The inner wall of second scribing plate 102 of plate 100 fits with wall pier inclined plate 11, is provided with the first label on the second scribing plate 102
103, reference line 3 is drawn by the first label 103.
Reference line 3 is located at by the wall pier top plate 12 of wall pier component 1 and the intersecting lens of wall pier inclined plate 11 along wall pier inclined plate 11
At extending direction pre-determined distance position.Preferably, in present embodiment, reference line 3 is located at the wall pier top plate 12 by wall pier component 1
Intersecting lens with wall pier inclined plate 11 is along the position extending direction 100mm of wall pier inclined plate 11.Reference line 3 at the position facilitates picture
Line, and can accurately measure, it prevents due to the too small caused biggish measurement error of pre-determined distance.In the present embodiment, may be used also
Different pre-determined distances to be arranged according to demand.
S2, wall pier component 1 is installed to groove profile siding 2.
Groove profile siding 2 includes muti-piece groove profile siding mainboard, and muti-piece groove profile siding mainboard is successively assembled.Specifically, more
Block groove profile siding mainboard, which is placed on moulding bed, carries out jigsaw and by being welded and fixed.Groove profile siding 2 is connected to wall pier top plate 12 and wall
The junction of pier inclined plate 11.
S3, detection template 200 measure the distance between detection template 200 and groove profile siding 2 on the basis of reference line 3, and
Judge whether the assembly of cell wall wall pier meets the requirements according to measurement result.
Specifically, Fig. 5 is the schematic diagram provided by the invention when being detected by detection template, as shown in figure 5, detection template
200 including the first detection plate 201 and the second detection plate 202, the angle between the first detection plate 201 and the second detection plate 202, and
Wall pier inclined plate 11 is identical as the angle between groove profile siding 2, is all larger than 90 ° and less than 180 °, specific wall pier inclined plate 11 and groove profile
Between siding 2 there is angle to be arranged according to code requirement.Further, the connection of the first detection plate 201 and the second detection plate 202
Place is also equipped with escape groove, when preventing from detecting using detection template 200, the connection of the first detection plate 201 and the second detection plate 202
Place is interfered with wall pier inclined plate 11 and the link position of groove profile siding 2.
When detection, the inner wall of the first detection plate 201 and wall pier inclined plate 11 are fitted, second in the first detection plate 201
Label 203 is aligned with reference line 3.
Detection template 200, along the extending direction of reference line 3, is filled on the basis of multiple points on reference line 3 by measurement
Setting the distance between the detection template 200 measured and groove profile siding 2 is L.Detection template 200 is with multiple points on reference line 3
Benchmark measures the distance between detection template 200 and groove profile siding 2 L by measuring device, detects more acurrate.
Judge whether multiple L are all satisfied L≤tMin/ 3 and L≤5mm, wherein tMinFor wall pier component 1 wall pier inclined plate 11,
Minimum thickness value in wall pier top plate 12 and groove profile siding 2,
If satisfied, then the assembly of cell wall wall pier meets the requirements；
If not satisfied, then the assembly of cell wall wall pier is undesirable.
As shown in figure 5, the thickness of wall pier inclined plate 11, wall pier top plate 12 and groove profile siding 2 is respectively t1, t2, t3, tMinFor
The smallest numerical value of numerical value in t1, t2, t3.
The assembly and detection method of the ship cell wall wall pier region of high stress, by drawing lines, template 100 is drawn on wall pier inclined plate 11
Then reference line 3 is installed wall pier component 1 to groove profile siding 2, detection template 200 is passed through on the basis of reference line 3 later
Measuring device measures the distance between detection template 200 and groove profile siding 2, and the assembly of cell wall wall pier is judged according to measurement result
Whether meet the requirements, can effectively examine whether the assembly of cell wall wall pier meets code requirement, it is easy to operate, reduce inspection
Difficulty improves work quality and working efficiency.
Note that above are only presently preferred embodiments of the present invention.It will be appreciated by those skilled in the art that the present invention is not limited to here
The specific embodiment, be able to carry out for a person skilled in the art it is various it is apparent variation, readjust and substitution and
Without departing from the scope of protection of the present invention.Therefore, although the present invention has been described in more detail through the above examples,
But the present invention is not limited to the above embodiments only, without departing from the inventive concept, can also include it is more other
Equivalent embodiment, and the scope of the invention is determined by the scope of the appended claims.
Claims (10)
1. a kind of assembly and detection method of the ship cell wall wall pier region of high stress, which is characterized in that comprising steps of
S1, by drawing lines, template draws reference line on the wall pier inclined plate of wall pier component；
S2, the wall pier component is installed to groove profile siding；
S3, detection template measure the distance between the detection template and the groove profile siding on the basis of reference line, and according to
Measurement result judges whether the assembly of cell wall wall pier meets the requirements.
2. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 1, which is characterized in that in step
In S3, the detection template and institute that detection template is measured on the basis of multiple points on the reference line by measuring device
Stating the distance between groove profile siding is L.
3. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 2, which is characterized in that judgement is more
Whether a L is all satisfied L≤tMin/ 3 and L≤5mm, wherein tMinFor wall pier inclined plate, wall pier top plate and the groove profile siding of wall pier component
In minimum thickness value,
If satisfied, then the assembly of cell wall wall pier meets the requirements；
If not satisfied, then the assembly of cell wall wall pier is undesirable.
4. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 1 to 3, feature exist
In in step sl, the inner wall of the first scribing plate of the setting-out template fits with the wall pier top plate of the wall pier component, institute
The inner wall for stating the second scribing plate of setting-out template fits with the wall pier inclined plate, is provided with the first mark on second scribing plate
Note draws the reference line by first label.
5. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 4, which is characterized in that the base
Directrix is located at by the wall pier top plate of the wall pier component and the intersecting lens of the wall pier inclined plate along the extension side of the wall pier inclined plate
To at pre-determined distance position.
6. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 5, which is characterized in that the base
Directrix is located at by the wall pier top plate of the wall pier component and the intersecting lens of the wall pier inclined plate along the extension side of the wall pier inclined plate
To at the position 100mm.
7. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 1 to 3, feature exist
In in step s3, the inner wall of the first detection plate of the detection template fits with the wall pier inclined plate, first detection
The second label on plate is aligned with the reference line.
8. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 1 to 3, feature exist
In in step s 2, the groove profile siding includes muti-piece groove profile siding mainboard, and groove profile siding mainboard described in muti-piece successively carries out group
Dress.
9. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 8, which is characterized in that muti-piece institute
It states groove profile siding mainboard and is placed on moulding bed and carry out jigsaw and by being welded and fixed.
10. the assembly and detection method of the ship cell wall wall pier region of high stress according to claim 1 to 3, feature exist
In before step S1, the wall pier top plate of wall pier component and wall pier inclined plate are welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810996317.3A CN109029202A (en) | 2018-08-29 | 2018-08-29 | A kind of assembly and detection method of the ship cell wall wall pier region of high stress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810996317.3A CN109029202A (en) | 2018-08-29 | 2018-08-29 | A kind of assembly and detection method of the ship cell wall wall pier region of high stress |
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|---|---|
| CN109029202A true CN109029202A (en) | 2018-12-18 |
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| CN201810996317.3A Pending CN109029202A (en) | 2018-08-29 | 2018-08-29 | A kind of assembly and detection method of the ship cell wall wall pier region of high stress |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201514177U (en) * | 2009-10-16 | 2010-06-23 | 上海外高桥造船有限公司 | Node deviation measuring instrument |
| CN102538646A (en) * | 2011-12-30 | 2012-07-04 | 沪东中华造船(集团)有限公司 | Tolerance test template for master node of ship hull and detection method thereof |
| CN105665896A (en) * | 2016-03-15 | 2016-06-15 | 广船国际有限公司 | Welding method of transverse position angle joint |
| CN205403648U (en) * | 2016-03-07 | 2016-07-27 | 江苏海事职业技术学院 | A device that is used for hull region of high stress structure to inspect muscle |
-
2018
- 2018-08-29 CN CN201810996317.3A patent/CN109029202A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201514177U (en) * | 2009-10-16 | 2010-06-23 | 上海外高桥造船有限公司 | Node deviation measuring instrument |
| CN102538646A (en) * | 2011-12-30 | 2012-07-04 | 沪东中华造船(集团)有限公司 | Tolerance test template for master node of ship hull and detection method thereof |
| CN205403648U (en) * | 2016-03-07 | 2016-07-27 | 江苏海事职业技术学院 | A device that is used for hull region of high stress structure to inspect muscle |
| CN105665896A (en) * | 2016-03-15 | 2016-06-15 | 广船国际有限公司 | Welding method of transverse position angle joint |
Non-Patent Citations (1)
| Title |
|---|
| 沈通等: "散货船船体结构焊前检验控制要点", 《造船技术》 * |
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Application publication date: 20181218 |
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