CN110006304A - The measurement method of node deviation measuring instrument, its production method and node deviation - Google Patents

The measurement method of node deviation measuring instrument, its production method and node deviation Download PDF

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Publication number
CN110006304A
CN110006304A CN201910295651.0A CN201910295651A CN110006304A CN 110006304 A CN110006304 A CN 110006304A CN 201910295651 A CN201910295651 A CN 201910295651A CN 110006304 A CN110006304 A CN 110006304A
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China
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plate
measuring instrument
cruciform joint
intermediate plate
node deviation
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CN110006304B (en
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甘水来
靳盼盼
李勇
蒋伟
华佳
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Shanghai Waigaoqiao Shipbuilding Co Ltd
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Shanghai Waigaoqiao Shipbuilding Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00Measuring arrangements characterised by the use of mechanical techniques
    • G01B5/0002Arrangements for supporting, fixing or guiding the measuring instrument or the object to be measured

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

The invention discloses the measurement methods of a kind of node deviation measuring instrument, its production method and node deviation, node deviation measuring instrument is used to measure the deviation of cruciform joint, cruciform joint has the first plate, the second plate and intermediate plate, intermediate plate has the practical reference line of the first plate relative position of mark towards the surface of the second plate, node deviation measuring instrument includes: benchmark edge, and benchmark edge is positioned at the surface of the intermediate plate of cruciform joint;Datum mark, datum mark are located at benchmark edge, and datum mark indirect addressing is in the intermediate plate of cruciform joint and the surface intersection point of the first plate;Edge is measured, measurement edge is parallel with the surface of the second plate of cruciform joint.The node deviation measuring instrument is by the datum mark on benchmark edge to realize the indirect addressing with the first plate, position the node deviation measuring instrument can also relative to the first plate and third plate of cruciform joint in the case where not contacting directly with the first plate, the case where solution is consecutive hours in intermediate plate, and node deviation measuring instrument is not available.

Description

The measurement method of node deviation measuring instrument, its production method and node deviation
Technical field
The present invention relates to shipbuilding field, in particular to a kind of node deviation measuring instrument, its production method and node are inclined The measurement method of difference.
Background technique
In entire Ship Structure construction, by largely (also referred to as being saved by the cruciform joint that three blocks of upper, middle and lower steel plate forms Point), if these cruciform joints are located at the key area or key position of hull, when that three blocks of steel plates assemble, center line Centering situation must be tightly controlled.
As shown in Figure 1, three pieces of plate (P of cruciform joint 101、P2、P3) center line L when intersecting at a point, be more advantageous to The natural transmitting of power, stress caused by reducing structure discontinuously is concentrated, so as to reduce structural failure risk at node.
It in the practical manufacturing process of hull, detects, uses in order to the deviation situation at the scene to cruciform joint Be the node deviation measuring instrument with three true edges, by the way that two of them true edge is successively resisted against the two of cruciform joint The surface of block plate judges whether the cruciform joint accords with further according to the actual range on Article 3 true edge and the surface of another block of plate It closes and requires.
However, even if the cruciform joint of different location, there is also difference changes for the thickness of three blocks of plates in same hull interior Change.Therefore, for the cruciform joint of different plate thickness, it is necessary to make corresponding node deviation measuring instrument, node deviation is caused to be surveyed The quantity for measuring instrument is various, so that not having versatility to the difficult management of node deviation measuring instrument.
Specifically, as shown in Fig. 2, by taking the cruciform joint 10 of cargo area flute profile transverse bulkhead bottom Dun Xiebanchu as an example, the Three plate P3(i.e. intermediate plate) is continuous state, and therefore, the conventional node deviation measuring instrument made of three true edges can not be right Three pieces of plate surfaces of this cruciform joint carry out positioning measurement.
Summary of the invention
The technical problem to be solved by the present invention is in order to overcome in the prior art node deviation measuring instrument be unable to measure centre Plate is the cruciform joint of continuous state, and the defect for causing node deviation measuring instrument versatility poor provides a kind of node deviation The measurement method of measuring instrument, its production method and node deviation.
The present invention is to solve above-mentioned technical problem by following technical proposals:
A kind of node deviation measuring instrument, is used to measure the deviation of cruciform joint, and the cruciform joint has the first plate, the Two plates and intermediate plate, the intermediate plate have the practical ginseng of mark first plate relative position towards the surface of second plate Line is examined, the node deviation measuring instrument includes:
Benchmark edge, the benchmark edge are positioned at the surface of the intermediate plate of the cruciform joint;
Datum mark, the datum mark are located at the benchmark edge, and the datum mark indirect addressing is in the cruciform joint Between plate and the first plate surface intersection point;
Edge is measured, the measurement edge is parallel with the surface of the second plate of the cruciform joint.
The node deviation measuring instrument by be located at benchmark edge on datum mark with realize with the indirect addressing of the first plate, make this Node deviation measuring instrument also can be relative to the first plate and third of cruciform joint in the case where not contacting directly with the first plate Plate (intermediate plate) is positioned, and is bonded by two true edges with two boards surface as consecutive hours in third plate to solve, is another The true edge mode parallel with another piece of plate surface is not available with the node deviation measuring instrument for realizing positioning, leads to this structure More special cruciform joint, which can not rely on, has the case where node deviation measuring instrument of three true edges measures.
A kind of production method of node deviation measuring instrument is used to make institute as above in the intermediate plate consecutive hours of cruciform joint The node deviation measuring instrument stated, the production method of the node deviation measuring instrument the following steps are included:
S1, assume that the median plane of three blocks of plates of the cruciform joint intersects at a line, with one perpendicular to the line Plane cuts three blocks of plates of the cruciform joint, using gained section as the design basis of measuring instrument;
S2,1 initial reference point is set in a side surface of intermediate plate the first plate of direction of the cruciform joint, it is described first The spacing of surface intersection point of the beginning reference point away from the first plate and intermediate plate is set distance E;
S3, another side surface that the initial reference point is mapped to intermediate plate along the plate thickness direction of intermediate plate, to be formed Practical reference point;
S4, by the center line of the center line of the first plate, the center line of the second plate and intermediate plate as a whole, along the first plate Centerline direction is mobile, is overlapped the center line of intermediate plate with the practical reference point;
S5, by the center line of the center line of the first plate, the center line of the second plate and intermediate plate as a whole, along intermediate plate Centerline direction is mobile, is overlapped the center line of the first plate and the surface of the first plate;
S6, keep the center line of the second plate parallel with the measurement edge of the node deviation measuring instrument, make intermediate plate towards second The surface of plate is overlapped with the benchmark edge of the node deviation measuring instrument, makes the practical reference point and the node deviation measuring instrument Datum mark be overlapped, to make the node deviation measuring instrument, in the measurement edge and the second plate of the node deviation measuring instrument The spacing of heart line is the center line of the second plate by the sum of step S4 and the S5 distance moved twice and additional distance c.
By way of translating the center line of three blocks of plates of cruciform joint, to be formed
Preferably, the additional distance c is greater than or equal to 0.
Preferably, the additional distance c is less than or equal to a half thickness of most slab in the cruciform joint.
Preferably, the range of the set distance E is 50mm~200mm.
A kind of measurement method of node deviation uses node deviation measuring instrument as described above, the node deviation Measurement method the following steps are included:
S1, the position according to the first plate with respect to intermediate plate, the surface setting reality in intermediate plate towards the second plate side are joined Examine line;
S2, the benchmark edge of node deviation measuring instrument is resisted against the cruciform joint intermediate plate surface, by the section The datum mark of point deviation measuring apparatus is aligned in the practical reference line, the side of measurement measurement edge and the second plate of the cruciform joint The actual range a of edge;
S3, the measurement additional distance c of edge for obtaining node deviation measuring instrument, the cruciform joint the first plate thickness t1, the second plate thickness t2, intermediate plate thickness t3, the angle β of the first plate and intermediate plate and the angle theta of the second plate and intermediate plate, And calculate the datum drift a of the second plate2, the datum drift a2Calculation formula are as follows:
In formula: k is form factor, if intermediate plate is continuous, k=1;If intermediate plate is discontinuous, k=0;
S4, according to the datum drift a2With the actual range a, the deviation situation of the cruciform joint is judged.
No matter the mutual angle between Suo Celiang cruciform joint how much, no matter also intermediate plate is interruption or even It is continuous, as long as in up and down three pieces of board groups at cruciform joint, above-mentioned measurement method and calculation formula can be used to carry out inclined The calculating of difference, so that the versatility measured using node deviation of the node deviation measuring instrument to cruciform joint is improved, The calculation formula for no longer needing separately to derive datum drift value eliminates and derives the time, also avoids deriving because of different people Different formula causes the difficulty in understanding.
Preferably, in step s 4: by allowing maximum deviation a2maxWith permission minimum deflection a2minJudge the cross joint The deviation situation of head,
The permission maximum deviation a2maxCalculation formula are as follows:
The permission minimum deflection a2minCalculation formula are as follows:
Preferably, the practical reference line of the cruciform joint maps back to another side along the intermediate plate of the cruciform joint Afterwards, it is set distance E with the spacing of first plate of cruciform joint and the surface intersection line of intermediate plate, further includes following in step S1 Step:
S01, it is set in a side surface of intermediate plate towards the first plate of cruciform joint along the length direction of the cruciform joint Set an initial reference line, the spacing of the surface intersection line of first plate of initial reference line-spacing and intermediate plate is the set distance E;
S02, by the initial reference line along intermediate plate the backwash of plate thickness direction to another side surface of intermediate plate, to be formed Practical reference line.
The positive effect of the present invention is that:
In the measurement method of the node deviation measuring instrument, its production method and node deviation, the node deviation measuring instrument is logical The datum mark crossed on benchmark edge to realize the indirect addressing with the first plate, make the node deviation measuring instrument not with the first plate It directly can also be positioned relative to the first plate and third plate of cruciform joint in the case where contact, to solve in third plate (intermediate plate) is consecutive hours, is not available, is led with the node deviation measuring instrument for realizing positioning by the mode being bonded with plate surface The case where cruciform joint for causing this structure more special can not be measured by node deviation measuring instrument.
On this basis, a kind of measurement method of general node deviation is provided, no matter between Suo Celiang cruciform joint Mutual angle how much, no matter also intermediate plate is interruption or continuous, as long as in up and down three pieces of board groups at cross Connector above-mentioned measurement method and calculation formula can be used to carry out the measuring and calculating of deviation, be surveyed to improve using node deviation The versatility that amount instrument measures the node deviation of cruciform joint, the calculating for also no longer needing separately to derive datum drift value are public Formula eliminates and derives the time, also avoids the difficulty on understanding caused by deriving different formula because of different people.
Detailed description of the invention
Fig. 1 is the structural schematic diagram (one) of the cruciform joint of the prior art.
Fig. 2 is the structural schematic diagram (two) of the cruciform joint of the prior art.
Fig. 3 is the structural schematic diagram of flute profile transverse bulkhead and bottom pier of the invention.
Fig. 4 is the cruciform joint Z of the embodiment of the present invention 11Floor map.
Fig. 5 is the cruciform joint Z of the embodiment of the present invention 11First time move integrally schematic diagram.
Fig. 6 is the cruciform joint Z of the embodiment of the present invention 11Second of overall movement schematic diagram.
Fig. 7 is the cruciform joint Z of the embodiment of the present invention 12Second of overall movement schematic diagram.
Fig. 8 is the cruciform joint Z of the embodiment of the present invention 12Node deviation instrumentation plan (one).
Fig. 9 is the cruciform joint Z of the embodiment of the present invention 12Node deviation instrumentation plan (two).
Figure 10 is the schematic diagram of manufacturing method of the node deviation measuring instrument of the embodiment of the present invention 2.
Figure 11 is the structural schematic diagram of the node deviation measuring instrument of the embodiment of the present invention 2.
Figure 12 is the floor map of the cruciform joint Z of the embodiment of the present invention 3.
Figure 13 is the schematic diagram of manufacturing method of the node deviation measuring instrument of the embodiment of the present invention 3.
The prior art
Cruciform joint 10
Center line L
The present invention
Node deviation measuring instrument 20
First benchmark edge 201
Second benchmark edge 202
Benchmark edge 21
Datum mark 22
Measure edge 23
Cruciform joint Z, Z1、Z2、Z3、Z4
The thickness t of first plate1, center line L1
The thickness t of second plate2, center line L2
The thickness t of third plate3, center line L3
Set distance E, additional distance c
Initial reference point D0, practical reference point D1
Specific embodiment
The present invention is further illustrated below by the mode of embodiment, but does not therefore limit the present invention to the reality It applies among a range.
Embodiment 1
As shown in figure 3, below with multiple cruciform joint (Z in certain 210,000 tons of cargo cabin of bulk cargo ship area1、Z2、Z3、Z4) for, In the present embodiment, first with intermediate plate (third plate) discontinuous cruciform joint Z1As research object.
Step 1: for convenience of observing, by node Z1Amplification, and indicate the first plate, the second plate and third plate center line and Ipsilateral angle between them, i.e. the first plate and the angle β of third plate and the angle theta of the second plate and third plate, it is assumed that they Center line intersects at a point, and sees Fig. 4.
Step 2: by three pieces of plate center lines intersect at a point when state on the basis of, using its intersection point as basic point, by they Center line L of the center line Integral synchronous along the first plate1It moves down, and makes the center line L of third plate3It is overlapped, sees with its lower edge Fig. 5.
Step 3: calculating the center line L of the second plate after movement in Fig. 5 according to formula (1)2M1With former center line L2Between Distance a21.Wherein, t3For the thickness of third plate.
Step 4: on the basis of second step, then by the center line Integral synchronous of three blocks of plates along the lower edge of third plate It is moved to the left, and makes the center line L of the first plate1It is overlapped with its left edge, sees Fig. 6.
Step 5: calculating the center line L of the second plate after moving integrally for the first time in Fig. 6 according to formula (2)2M1With second The center line L of the second plate after secondary overall movement2M2The distance between a22.Wherein, t1For the thickness of the first plate.
Step 6: being calculated in Fig. 6 after second moves integrally according to formula (3), the center line L of the second plate2M2With second The distance between left edge of plate a2, it obtains:
It similarly, can also be according to above-mentioned formula (3) to calculate the node Z in Fig. 32Plate center line pass through secondary shifting After dynamic, the center line L of the second plate2M2The distance between the left edge of second plate a2, as shown in Figure 7.
Step 7: on the basis of the datum drift formula being had calculated that by formula (3), further according to IACS (international ship's classification Sociology meeting) formulate " oil carrier and bulk freighter Common performance condition " regulation, be exactly between the plate center line intersection point of cruciform joint Deviation a cannot be greater than the reckling of 1/3 and 5mm of minimum plate thickness in three blocks of plates, it may be assumed that-min (t1/ 3, t2/ 3, t3/ 3,5)≤a ≤min(t1/ 3, t2/ 3, t3/ 3,5) maximum value and minimum value formula (4) of plate center line intersection point deviation can be obtained in regulation With formula (5):
Allow maximum deviation:
Allow minimum deflection:
Step 8: with the node Z in Fig. 32For, after second moves integrally, with the position of center line of three blocks of plates On the basis of (referring to figs. 7 and 8), to make node deviation measuring instrument 20.The node deviation measuring instrument 20 has the first benchmark edge 201, the second benchmark edge 202 and measurement edge 23, to respectively correspond the surface of three blocks of plates of cruciform joint, 201 He of the first benchmark edge Right hand edge of the second benchmark edge 202 respectively with the lower edge of third plate and the second plate is close to, measurement edge 23 and second of whole shifting The center line of the second plate after dynamic is overlapped, and later, in the actual measurement work to cruciform joint, measuring tool can be used, Such as tape measure etc. measures actual a2Value, wherein specific measurement method can be found in Fig. 8.
Step 9: the second plate center line L after being moved integrally in view of second2M2Right hand edge with the second plate may It gets too close to, the measurement of node deviation measuring instrument 20 is caused to get up to read inconvenience;It is also contemplated that it is possible that negative when minimum value The case where value causes and is unable to measure, for this purpose, edge 23 can be measured to separate second plate for the deviation measuring apparatus that made above A certain distance is moved in direction again, which generally can be taken as 0~15mm, but is not necessarily larger than in the identical all nodes of angle most One half thickness of slab, see in Fig. 9 additional distance c (.Because introducing additional distance c, formula (3), formula (4) and public affairs The calculation formula of formula (5) deviation a reference value calculated, maximum value and minimum value is corresponding to be changed are as follows:
Datum drift:
Allow maximum deviation:
Allow minimum deflection:
Embodiment 2
For cruciform joint Z shown in Fig. 33And Z4, due to its third plate (intermediate plate) be it is continuous, can not be again Utilize the right hand edge of the first plate of cruciform joint as shown in Figure 8 and the lower edge stationary nodes deviation measuring apparatus 20 of third plate.
As shown in Figure 10, with cruciform joint Z in the present embodiment4For.In this case, (intermediate using third plate Plate) upper surface to measure.However, this location condition of the upper surface of only third plate is cannot to survey to node deviation Amount instrument 20 is positioned completely, therefore, it is necessary to look for a location condition.
In the present embodiment, for such node, one and the first plate and third can be drawn on the lower surface of third plate Initial reference point D of the plate surface intersection point at a distance of certain set distance E0, the preferred scope of set distance E is in 50mm~200mm Between, for example, in the present embodiment be 100mm, so both will not it is too long will not be too short.It later, will along the plate thickness direction of third plate Initial reference point D0It is mapped on the upper surface of third plate, to form practical reference point D1.In addition, the section in order to make subsequent production Point deviation measuring apparatus 20 can be with above-mentioned practical reference point D1It is corresponding, point A can be found on the center line of third plate, make A away from The distance of the center line intersection point of three blocks of plates is equal to the setting value (such as 100mm) of above-mentioned reference point.
Later, as a whole by the center line of three blocks of plates and A point, on the basis of its intersection point, along the center of the first plate Line L1Direction is mobile, makes the center line L of third plate3It is overlapped with the upper surface of third plate.
After again, the upper surface along third plate moves right, and makes the center line L of the first plate1It is overlapped with the right hand edge of the first plate.
After second mobile, point A just reaches practical reference point D1Position.With three blocks of plates shown in Fig. 10 Center line position, and (being overlapped with point A) practical reference point D1On the basis of, make node deviation measuring instrument 20. Specifically, it is located at L after the center line of the second plate is mobile at second2M2Position, the measurement edge with node deviation measuring instrument 20 23 parallel or coincidences, and the benchmark edge 21 of node deviation measuring instrument 20 is then overlapped with the top edge of third plate, is set on benchmark edge 21 There is datum mark 22, the datum mark 22 is in alignment with practical reference point D1, survey node deviation using benchmark edge 21 and datum mark 22 Instrument 20 is measured in the case where not contacting directly with the first plate, it is fixed also to realize relative to the first plate and third plate of cruciform joint Position, to solve to realize the node of positioning by the mode being bonded with three pieces of plate surfaces at third plate (intermediate plate) for consecutive hours Deviation measuring apparatus 20 is not available, and the cruciform joint for causing this structure more special can not be carried out by node deviation measuring instrument 20 The case where measurement, occurs.
Wherein, the center line L of the measurement edge 23 and the second plate of the node deviation measuring instrument 202M2Between spacing can also be such as 0~15mm is taken described in embodiment 1, but is not necessarily larger than a half thickness of most slab in the identical all nodes of angle, as Additional distance c marked in Figure 10.
In the present embodiment, the lower surface of third plate is structural plane (i.e. the plate face of mounting structure), and relatively, upper surface is Non-structural face (not mounting structure or the less plate face of structure), can facilitate the benchmark edge 21 of node deviation measuring instrument 20 to be close to.
It as shown in figure 11, is the structural schematic diagram of node deviation measuring instrument 20, which includes base Quasi- edge 21, datum mark 22 and measurement edge 23.Wherein, benchmark edge 21 is positioned at the surface of the intermediate plate of cruciform joint, datum mark 22 are arranged on benchmark edge 21, and the datum mark 22 can be determined with the intermediate plate of cruciform joint and the surface intersection point of the first plate Position, needs to illustrate, is positioned as indirect addressing between datum mark 22 and above-mentioned intersection point, that is, relies on the table of intermediate plate Iso-surface patch auxiliary line relevant to the position of above-mentioned intersection point is realized.By taking the present embodiment as an example, the datum mark 22 be by with Practical reference point D1The mode being directly aligned, to realize the function with the surface intersection point indirect addressing of intermediate plate and the first plate.
The node deviation measuring instrument 20 realizes the indirect addressing with the first plate by the datum mark 22 being located on benchmark edge 21, Enable the node deviation measuring instrument 20 in the case where not contacting directly with the first plate, it also can be relative to the of cruciform joint One plate and third plate realize positioning, to solve at third plate (intermediate plate) for consecutive hours, by the side being bonded with three pieces of plate surfaces Formula is not available with the node deviation measuring instrument 20 for realizing positioning, and the cruciform joint for causing this structure more special can not be by section The case where point deviation measuring apparatus 20 measures.
In addition, the present embodiment also provides a kind of measurement method of node deviation, above-mentioned node deviation measuring instrument is utilized 20, with the deviation situation of the measurement cruciform joint in the continuous situation of the third edition (intermediate plate), specifically can comprise the following steps that
Firstly, the position according to the first plate of cruciform joint relative to third plate, in third plate toward the second plate side Surface practical reference line is set;
Later, the benchmark edge 21 of node deviation measuring instrument 20 is resisted against to the surface of the third plate of cruciform joint, wherein section The datum mark 22 of point deviation measuring apparatus 20 is aligned in practical reference line, and measures its second plate for measuring edge 23 and cruciform joint The actual range a at edge;
After again, according to the thickness of the first plate of additional distance c, cruciform joint between measurement edge 23 and the center line of the second plate Spend t1, the second plate thickness t2, third plate thickness t3, the first plate and the angle β of third plate and the angle of the second plate and third plate θ calculates the datum drift a of the second plate2, datum drift a2Calculation formula it is as follows:
Datum drift:
Alternatively, it is also possible to according to the formula (4) and formula (5) in embodiment 1, it is in continuous situation to obtain third plate, The maximum value and minimum value of plate center line intersection point deviation:
Allow maximum deviation:
Allow minimum deflection:
Finally, datum drift a2Or further it will allow maximum deviation a with actual range a2maxIt is minimum partially with permission Poor a2minIt is compared with actual range a, to judge the deviation situation of the cruciform joint.
In addition, the surface setting reality in third plate towards the second plate side refers in the measurement method of the node deviation Line may particularly include following steps:
The first step is set in a side surface of third plate towards the first plate of cruciform joint along the length direction of the cruciform joint Set an initial reference line.The set distance E of the surface intersection point of first plate of initial reference line-spacing and third plate, with drawn in Figure 10 Initial reference point D processed0The spacing of Shi Suoding is corresponding.
Second step, by the initial reference line along third plate plate thickness direction backwash (being mapped to reverse side corresponding position) extremely Another side surface of third plate, to form practical reference line.The practical reference line is for inclined for node when measuring cruciform joint The datum mark 22 of difference measuring instrument 20, which is aligned, to be used.
Embodiment 3
In the head and the tail cargo hold of bulk freighter, by the rib-shaped in end bracket and bottom side tank under bottom side tank inclined plate, outside plate rib cage At key node it is more special, such as Figure 12.The third plate (intermediate plate) of the cruciform joint of this key is also continuous, but the The center line L of one plate1With the center line L of the second plate2It is completely coincident, but the center line L with third plate3It is all oblique.For this The crucial cruciform joint of kind, it is also necessary to deviation measurement is carried out in the way of reference line.
First production has the node deviation measuring instrument 20 of datum mark 22 herein, and production method provides big with embodiment 2 It causes identical:
First, it is assumed that the median plane of three blocks of plates of cruciform joint intersects at a line, with one perpendicular to the flat of the line Three blocks of plates of the cruciform joint are cut in face, using gained section as the design basis of measuring instrument.
Later, an initial reference point D is drawn in the lower surface of the third plate for the cruciform joint for forming design basis0, should Initial reference point is away from D0First plate is L at a distance from the intersection of third plate, then by initial reference point D0Along the thickness of third plate Direction is mapped on the upper surface of third plate.In addition, in the center line L of third plate3On find distance be L position, and make on It marks (point A), as a whole with point A by the center line of three blocks of plates, using three pieces of plate center line intersection points as basic point, first along first The center line L of plate1It moves up, makes the center line L of third plate3It is overlapped with the upper surface of third plate, then again along third plate Heart line L3It is moved to the left, makes the center line L of the first plate1It is overlapped with the left surface of the first plate, at this point, the content according to Figure 12 can With discovery, after secondary overall movement twice, A point is first moved to A1Position, then it is moved to A2Position, but these positions are not It can be with the practical reference point D on third plate upper surface1It coincides.
Therefore, specifically referring to Figure 13, on the basis of above-mentioned steps, then by three blocks of plates after secondary overall movement Center line and point A as a whole, synchronization is moved to the left along the upper surface of third plate, can just make the point A and the after moving Practical reference line on three plate upper surfaces is overlapped.At this point, the center line L of the second plate2M2It has been moved to the left distance d again, has had Body calculation is d=t3cosβsinθ/sinβ。
Here, the relative position of the second plate and the center line of third plate does not change due to the mobile front and back of third time, because This in embodiment 2 still in a manner of providing, after being moved integrally with second, the center line of the second plate and third plate and Practical reference point D1On the basis of, make corresponding node deviation measuring instrument 20.
For convenience of measurement, measurement edge 23 is equally displaced outwardly certain additional distance c, the distance is general to can be taken as 0~ 15mm, but it is not necessarily larger than a half thickness of most slab in the identical all nodes of angle.It can be obtained by datum drift a in this way2, As shown in figure 13.And then datum drift can be obtained, allow maximum deviation and allow minimum deflection calculation formula, it is specific as follows:
Datum drift:
Allow maximum deviation:
Allow minimum deflection:
In addition, the cruciform joint special for this structure, the method and step phase that measurement method is provided with embodiment 2 Together, therefore details are not described herein.
Embodiment 4
The cruciform joint of various types in integrated embodiment 1 to 3, the benchmark for especially combining various cruciform joints are inclined Difference calculation formula (including formula (7), formula (10) and formula (13)), can conclude obtain it is right by node deviation measuring instrument 20 When cruciform joint measures, datum drift a2General formula:
In formula: k is form factor, when third plate (intermediate plate) is consecutive hours, in such a way that practical reference line is set into Row measurement, k=1;And when other situations, k=0;C is additional distance, is the initial distance value set when measurement, and value is general It can be taken as 0~15mm, but be not necessarily larger than a half thickness of most slab in the identical all nodes of angle.
In addition, passing through datum drift a2General formula also can get derive allow maximum deviation a2maxIt is minimum with permission Deviation a2minCorrespondence calculation formula, it is specific as follows:
Allow maximum deviation:
Allow minimum deflection:
Wherein, the beneficial effect of the general formula (formula (16)) of the calculate node deviation is:
1. no matter the mutual angle between cruciform joint how much, as long as in up and down three pieces of board groups at cross joint Same formula calculating benchmark deviation can be used in head.
2. no longer needing separately to derive the calculation formula of datum drift value, eliminates and derive the time.
3. avoiding, the formula that different people derives is inconsistent, and leading to the result calculated, also inconsistent situation occurs.
4. calculating deviation using general formula, the standardization of design is accomplished, has unified calculated result.
Although specific embodiments of the present invention have been described above, it will be appreciated by those of skill in the art that this is only For example, protection scope of the present invention is to be defined by the appended claims.Those skilled in the art without departing substantially from Under the premise of the principle and substance of the present invention, many changes and modifications may be made, but these change and Modification each falls within protection scope of the present invention.

Claims (8)

1. a kind of node deviation measuring instrument, which is characterized in that its deviation for being used to measure cruciform joint, the cruciform joint have First plate, the second plate and intermediate plate, the intermediate plate has towards the surface of second plate indicates first plate with respect to position The practical reference line set, the node deviation measuring instrument include:
Benchmark edge, the benchmark edge are positioned at the surface of the intermediate plate of the cruciform joint;
Datum mark, the datum mark are located at the benchmark edge, and the datum mark indirect addressing is in the intermediate plate of the cruciform joint With the surface intersection point of the first plate;
Edge is measured, the measurement edge is parallel with the surface of the second plate of the cruciform joint.
2. a kind of production method of node deviation measuring instrument, which is characterized in that it is used for the intermediate plate consecutive hours in cruciform joint Node deviation measuring instrument as described in claim 1 is made, the node deviation measuring instrument is used to measure the deviation of cruciform joint, The cruciform joint has the first plate, the second plate and continuous intermediate plate, and the production method of the node deviation measuring instrument includes Following steps:
S1, assume that the median plane of three blocks of plates of the cruciform joint intersects at a line, with a plane perpendicular to the line Three blocks of plates for cutting the cruciform joint, using gained section as the design basis of measuring instrument;
S2,1 initial reference point, the initial ginseng are set in a side surface of intermediate plate the first plate of direction of the cruciform joint The spacing of surface intersection point of the examination point away from the first plate and intermediate plate is set distance E;
S3, another side surface that the initial reference point is mapped to intermediate plate along the plate thickness direction of intermediate plate, to form reality Reference point;
S4, by the center line of the center line of the first plate, the center line of the second plate and intermediate plate as a whole, along the center of the first plate Line direction is mobile, is overlapped the center line of intermediate plate with the practical reference point;
S5, by the center line of the center line of the first plate, the center line of the second plate and intermediate plate as a whole, along the center of intermediate plate Line direction is mobile, is overlapped the center line of the first plate and the surface of the first plate;
S6, keep the center line of the second plate parallel with the measurement edge of the node deviation measuring instrument, make center line and the institute of intermediate plate The benchmark edge for stating node deviation measuring instrument is overlapped, and makes the datum mark weight of the practical reference point Yu the node deviation measuring instrument It closes, to make the node deviation measuring instrument, the spacing of the center line of the measurement edge and the second plate of the node deviation measuring instrument For additional distance c.
3. the production method of node deviation measuring instrument as claimed in claim 2, which is characterized in that the additional distance c is greater than Or it is equal to 0.
4. the production method of node deviation measuring instrument as claimed in claim 3, which is characterized in that the additional distance c is less than Or the half thickness equal to most slab in the cruciform joint.
5. the production method of node deviation measuring instrument as claimed in claim 2, which is characterized in that the model of the set distance E It encloses for 50mm~200mm.
6. a kind of measurement method of node deviation, which is characterized in that it uses node deviation as described in claim 1 to measure Instrument, the measurement method of the node deviation the following steps are included:
Practical reference line is arranged on the surface of intermediate plate towards the second plate side in S1, the position according to the first plate with respect to intermediate plate;
S2, the benchmark edge of node deviation measuring instrument is resisted against the cruciform joint intermediate plate surface, the node is inclined The datum mark of difference measuring instrument is aligned in the practical reference line, measurement measurement edge and the edge of the second plate of the cruciform joint Actual range a;
S3, the measurement additional distance c of edge for obtaining node deviation measuring instrument, the cruciform joint the first plate thickness t1, second The thickness t of plate2, intermediate plate thickness t3, the angle β of the first plate and intermediate plate and the angle theta of the second plate and intermediate plate, and calculate The datum drift a of second plate2, the datum drift a2Calculation formula are as follows:
In formula: k is form factor, if intermediate plate is continuous, k=1;If intermediate plate is discontinuous, k=0;
S4, according to the datum drift a2With the actual range a, the deviation situation of the cruciform joint is judged.
7. the measurement method of node deviation as claimed in claim 6, which is characterized in that in step s 5: maximum by allowing Deviation a2maxWith permission minimum deflection a2minJudge the deviation situation of the cruciform joint,
The permission maximum deviation a2maxCalculation formula are as follows:
The permission minimum deflection a2minCalculation formula are as follows:
8. the measurement method of node deviation as claimed in claim 6, which is characterized in that the practical reference line of the cruciform joint After the intermediate plate mapping of the cruciform joint, between first plate of cruciform joint and the theory of the surface intersection point of intermediate plate It is further comprising the steps of in step S1 away from for set distance E:
S01, it is arranged one along the length direction of the cruciform joint in a side surface of intermediate plate the first plate of direction of cruciform joint The spacing of the surface intersection point of initial reference line, first plate of initial reference line-spacing and intermediate plate is the set distance E;
S02, by the initial reference line along intermediate plate the backwash of plate thickness direction to another side surface of intermediate plate, to form reality Reference line.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113978656A (en) * 2021-11-10 2022-01-28 上海外高桥造船有限公司 Measuring method

Citations (10)

* Cited by examiner, † Cited by third party
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
CN204043548U (en) * 2014-06-26 2014-12-24 广州广船国际股份有限公司 A kind of boats and ships three line Alignment measuring slide calliper rule
CN106679533A (en) * 2016-12-27 2017-05-17 沪东中华造船(集团)有限公司 Testing tool system and testing method for LNG ship liquid cargo compartment three-dimensional board CM nodes
CN108507436A (en) * 2018-03-29 2018-09-07 江南造船(集团)有限责任公司 Monoclinic phase hands over cruciform joint structure alignment tolerance measuring device
CN108519034A (en) * 2018-04-03 2018-09-11 江南造船(集团)有限责任公司 Monoclinic phase hands over cruciform joint structure alignment tolerance measuring device
CN108562204A (en) * 2018-06-06 2018-09-21 江苏新扬子造船有限公司 The detection model and preparation method thereof of ship key node position
JP2018159601A (en) * 2017-03-22 2018-10-11 積水ハウス株式会社 Measuring system and displacement measuring device
CN109141162A (en) * 2018-07-27 2019-01-04 广船国际有限公司 Point contact type assembles card sample
CN208458655U (en) * 2018-05-14 2019-02-01 金海智造股份有限公司 A kind of tool part measuring CM node deviation

Patent Citations (10)

* Cited by examiner, † Cited by third party
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
CN204043548U (en) * 2014-06-26 2014-12-24 广州广船国际股份有限公司 A kind of boats and ships three line Alignment measuring slide calliper rule
CN106679533A (en) * 2016-12-27 2017-05-17 沪东中华造船(集团)有限公司 Testing tool system and testing method for LNG ship liquid cargo compartment three-dimensional board CM nodes
JP2018159601A (en) * 2017-03-22 2018-10-11 積水ハウス株式会社 Measuring system and displacement measuring device
CN108507436A (en) * 2018-03-29 2018-09-07 江南造船(集团)有限责任公司 Monoclinic phase hands over cruciform joint structure alignment tolerance measuring device
CN108519034A (en) * 2018-04-03 2018-09-11 江南造船(集团)有限责任公司 Monoclinic phase hands over cruciform joint structure alignment tolerance measuring device
CN208458655U (en) * 2018-05-14 2019-02-01 金海智造股份有限公司 A kind of tool part measuring CM node deviation
CN108562204A (en) * 2018-06-06 2018-09-21 江苏新扬子造船有限公司 The detection model and preparation method thereof of ship key node position
CN109141162A (en) * 2018-07-27 2019-01-04 广船国际有限公司 Point contact type assembles card sample

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113978656A (en) * 2021-11-10 2022-01-28 上海外高桥造船有限公司 Measuring method

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