CN202227190U - Alternate lay wire rope for sand dredger hoisting equipment - Google Patents
Alternate lay wire rope for sand dredger hoisting equipment Download PDFInfo
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- CN202227190U CN202227190U CN2011203036505U CN201120303650U CN202227190U CN 202227190 U CN202227190 U CN 202227190U CN 2011203036505 U CN2011203036505 U CN 2011203036505U CN 201120303650 U CN201120303650 U CN 201120303650U CN 202227190 U CN202227190 U CN 202227190U
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Abstract
The utility model discloses an alternate lay wire rope for sand dredger hoisting equipment. The alternate lay wire rope comprises a rope core formed by a jute rope; six outer layer strands are disposed around the rope core; and the lay pitch multiple of the wire rope is 6.0 to 6.8. Through adjustment of a strand structure and reduction of the diameter of steel wires of the outer layer strands, the alternate lay wire rope has improved physical performance and mechanical performance, solves the problems of wire and strand breakage caused by serious abrasion between the steel wires and easy fatigability and poor toughness of the steel wires because of greater diameter of the steel wires in the outer layers strands of a conventional wire rope, and has improved overall rope breaking force. The design that each steel wire is disposed on the peak base of an adjacent steel wire of a lower layer guarantees stability of the positions of the steel wires and reasonable structure, improves the overall rope breaking force of the wire rope by 8%, and prolongs the service lifetime of the wire rope.
Description
Technical field
The utility model belongs to steel wire rope manufacturing technology field, relates to a kind of boom hoist cable of new structure, is specifically related to a kind of alternatelaywirerope that sand ship lifting means is used that drags for.
Background technology
Dragging for the used boom hoist cable of sand ship equipment is 6 * 37 structures.Its burst structure is (1+6+12+18), adopts the steel wire that diameter is identical and diameter is bigger in strand, contacts for point between steel wire and the steel wire; During the steel wire rope operation; Wear and tear, push serious between each layer steel wire each other, and the fatigability of steel wire and mechanical performance are relatively poor, make steel wire fatiguability, the poor toughness of steel wire rope outer layer strand; Cause fracture of wire and disconnected thigh, shorten the service life of steel wire rope.
The utility model content
In order to overcome the problem that exists in the above-mentioned prior art; The purpose of the utility model provides a kind of alternatelaywirerope that sand ship lifting means is used that drags for; Contact for line between steel wire and the steel wire in each strand; Alleviated mutual wearing and tearing and extruding between each layer steel wire, the indefatigability fracture of wire has prolonged service life.
For realizing above-mentioned purpose; The technical scheme that the utility model adopted is; A kind ofly drag for the alternatelaywirerope that sand ship lifting means is used, comprise the wire rope core that jute rope is processed, be provided with six bursts of outer layer strand around wire rope core; The lay pitch multiple of steel wire rope is 6.0 times~6.8 times, and it is 6 * 56SFi+FC-60mm alternate lay of stranding that six bursts of outer layer strand and wire rope core are twisted into structure.
Outer layer strand comprises core wire, is provided with seven steel wire of internal layer around core wire; Be provided with seven middle level steel wires around these seven steel wire of internal layer, a middle level steel wire is simultaneously tangent with two adjacent steel wire of internal layer; Be provided with 14 second cover wires around these seven middle level steel wires, adjacent two second cover wires are simultaneously tangent with a middle level steel wire; Be respectively arranged with filler wires in the space that 14 second cover wires and seven middle level steel wires surround; Be provided with 20 first cover wires around 14 second cover wires.
Core wire and seven steel wire of internal layer are formed the internal layer thighs, and for line contacts, this internal layer thigh is parallel sth. made by twisting between core wire and the steel wire of internal layer.
The diameter of first cover wire is 2.5mm.
The diameter quotient ratio of core wire, steel wire of internal layer, middle level steel wire, filler wires, second cover wire and first cover wire is 0.643 ︰, 0.488 ︰, 1.101 ︰, 0.434 ︰, 1.019 ︰ 1.
The utility model alternatelaywirerope adopts the thigh structure of adjustment; Reduce the used gauge of wire of outer layer strand simultaneously, improved steel wire rope physical property and mechanical performance, solved steel wire rope owing to steel wire diameter in the outer layer strand is thick; Serious wear between the steel wire; Fatiguability, poor toughness, and fracture of wire that causes and disconnected burst phenomenon have improved overall breaking force of steel wire rope.The every residing position of steel wire is all faced the place, peak base of steel wire mutually in lower floor, make that the residing position of steel wire is very stable, rational in infrastructure, and overall breaking force of steel wire rope has been improved 9%, has also improved the service life of steel wire rope.
Description of drawings
Fig. 1 is the structural representation of the utility model alternatelaywirerope.
Fig. 2 is the structural representation of the utility model alternatelaywirerope outer layer strand.
Among the figure, 1. outer layer strand, 2. wire rope core, 3. first cover wire, 4. second cover wire, 5. filler wires, 6. middle level steel wire, 7. steel wire of internal layer, 8. core wire.
The specific embodiment
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is elaborated.
As shown in Figure 1, the structure of the utility model alternatelaywirerope comprises the wire rope core 2 that jute rope is processed, and is surrounded with six bursts of outer layer strand 1 around the wire rope core 2, and the lay pitch multiple of steel wire rope is 6.0~6.8 times; It is 6 * 56SFi+FC-60mm alternate lay of stranding that six bursts of outer layer strand 1 are twisted into structure with wire rope core 2.
The structure of the utility model alternatelaywirerope ectomesoderm thigh 1, as shown in Figure 2, comprise core wire 8, be provided with seven steel wire of internal layer 7 around core wire 8; It is simultaneously tangent with two adjacent steel wire of internal layer 7 to be provided with 6, middle level steel wires of seven middle level steel wires 6 around these seven steel wire of internal layer 7; Be provided with 14 second cover wires 4 around these seven middle level steel wires 7, adjacent 4 whiles of two second cover wires are tangent with a middle level steel wire 6; 14 second cover wires 4 and seven middle level steel wires 6 surround seven spaces, are respectively arranged with a filler wires 5 in each space; Be provided with 20 first cover wires 3 around 14 second cover wires 4.Core wire 8 and seven steel wire of internal layer 7 are formed the internal layer thighs, contact for putting between core wire 8 and the steel wire of internal layer 7, and this internal layer thigh is parallel sth. made by twisting; Between first cover wire 3, second cover wire 4, filler wires 5, middle level steel wire 6 and the steel wire of internal layer 7 along the circumferential direction the interleaved shape arrange; The diameter of first cover wire 3 is 2.5mm.The lay pitch multiple of outer layer strand 1 is 7.5~8.5 times.The diameter quotient ratio of core wire 8, steel wire of internal layer 7, middle level steel wire 6, filler wires 5, second cover wire 4 and first cover wire 3 is:
δ
0︰δ
1︰δ
2︰δ
f︰δ
3︰δ
4?=0.643︰0.488︰1.101︰0.434︰1.019︰1。
The utility model alternatelaywirerope is adjusted the thigh structure; Reduce the used gauge of wire of outer layer strand simultaneously, improved steel wire rope physical property and mechanical performance, solved steel wire rope owing to steel wire diameter in the outer layer strand is thick; Serious wear between the steel wire; Fatiguability, poor toughness, and fracture of wire that causes and disconnected burst phenomenon have improved overall breaking force of steel wire rope.The every residing position of steel wire is all faced the place, peak base of steel wire mutually in lower floor, make that the residing position of steel wire is very stable, rational in infrastructure, and overall breaking force of steel wire rope has been improved 9%, has also improved the service life of steel wire rope.
The preparation method of the utility model alternatelaywirerope:
According to steel cord structure, diameter, aggregate breaking force and the slit value requirement each other of sth. made by twisting system back steel wire, carry out appropriate design and choose suitable steel wire diameter; Consider that steel wire the compression situation occurs when operation, the slit value between the Lang lay rope steel wire is taken as 3.5~1.5%, and the slit value between the rope strand is taken as 3~1.5%; And according to the steel wire geometrical relationship, utilization triangle geometrical relationship formula calculates used gauge of wire in the steel wire rope, calculates each layer steel wire spiral angle, twists with the fingers the proportionate relationship between each layer of rounding derivation steel wire through the lay pitch;
For example, the diameter δ of core wire 8 in the alternatelaywirerope of confirming---
0Diameter δ for 1.66mm, steel wire of internal layer 7---
1Diameter δ for 1.26mm, middle level steel wire 6---
2Diameter δ for 2.84mm, filler wires 5---
fDiameter δ for 1.12mm, second cover wire 4---
3Diameter δ for 2.63mm, first cover wire 3
4Be 2.58mm; The diameter of wire rope core 2 is 31.2mm.
D by formula
n=d-
0* (σ
n/ K σ
0)
2Calculate diameter d with the pairing raw material steel wire of different-diameter finished product steel wire
n: in the formula, d-
0The finished steel filament diameter that expression step 1 provides, the mm of unit; σ
0Intensity after the expression Steel Wire Heat Treatment; Adopt the 65# steel wire, σ
0Value 1100~1150MPa; σ
nThe nominal intensity of expression steel wire rope, value 1670MPa; K is the wire drawing coefficient, value 1;
In the last example, work as σ
0Value 1100Mpa, σ
nWhen value 1670Mpa, K value 1, the finished steel filament diameter is corresponding, as shown in table 1 in the raw steel filament diameter that calculates and the step 1.
The corresponding tables of table 1 raw steel filament diameter and finished steel filament diameter
The raw material steel wire | 3.80 | 2.90 | 6.50 | 2.60 | 6.00 | 6.00 |
The finished product steel wire | 1.66 | 1.26 | 2.84 | 1.12 | 2.58 | 2.63 |
Adopting existing technology is that the dish circle of Φ 6.5mm carries out pickling, phosphatization and saponification to grade of steel 65#, diameter, and then, the dish circle after adopting 560 water tank drawbench to handle pulls into the raw material steel wire of the different-diameter shown in the table 1; Adopt existing technology that the raw material steel wire that pulls into is heat-treated; The raw material steel wire of the different-diameter after the heat treatment is drawn into the finished product steel wire of respective diameters;
As above in the example, adopting 560 water tank drawbench, is that to pull into diameter be that the drawing process route of the finished product steel wire of 2.84mm, 2.63mm and 2.58mm is for the raw material steel wire of 6.50mm and 6.00mm with diameter:
6.5—6.08—5.52—5.01—4.56—4.15—3.77—3.43—3.12—2.84。
6.0—5.68—5.16—4.69—4.26—3.87—3.52—3.20—2.90—2.63。
6.0—5.51—5.01—4.56—4.15—3.77—3.43—3.12—2.84—2.58。
Selecting 350 water tank drawbench for use, is that to pull into diameter be that the drawing process route of the finished product steel wire of Φ 1.66mm, 1.26mm and Φ 1.12mm is for the raw material steel wire of Φ 3.80mm, 2.90mm and Φ 2.60mm with diameter:
3.8—3.56—3.24—2.94—2.67—2.42—2.2—2.0—1.83—1.66。
2.9—2.72—2.49—2.26—2.05—1.86—1.69—1.53—1.39—1.26。
2.6—2.42—2.2—2.0—1.82—1.65—1.50—1.3—1.24—1.12。
Using 36/500 strander that the finished product steel wire is twisted into lay pitch multiple is 7.5~8.5 times outer layer strand; With 6/1250 car finished product machine, it is 6.0~6.8 times alternatelaywirerope that this outer layer strand and jute rope are processed lay pitch multiple.
Claims (5)
1. alternatelaywirerope that is used to drag for sand ship lifting means; It is characterized in that; Comprise the wire rope core (2) that jute rope is processed; Be provided with six bursts of outer layer strand (1) around wire rope core (2), the lay pitch multiple of steel wire rope is 6.0 times~6.8 times, and it is 6 * 56SFi+FC-60mm alternate lay of stranding that six bursts of outer layer strand (1) and wire rope core (2) are twisted into structure.
2. according to the alternatelaywirerope shown in the claim 1, it is characterized in that described outer layer strand (1) comprises core wire (8), be provided with seven steel wire of internal layer (7) around core wire (8); Be provided with seven middle level steel wires (6) around these seven steel wire of internal layer (7), a middle level steel wire (6) is simultaneously tangent with adjacent two steel wire of internal layer (7); Be provided with 14 second cover wires (4) around these seven middle level steel wires (7), adjacent two second cover wires (4) are simultaneously tangent with a middle level steel wire (6); Be respectively arranged with filler wires (5) in the space that 14 second cover wires (4) and seven middle level steel wires (6) surround; Be provided with 20 first cover wires (3) around 14 second cover wires (4).
3. alternatelaywirerope according to claim 2 is characterized in that, described core wire (8) and seven steel wire of internal layer (7) are formed the internal layer thigh, contacts for putting between core wire (8) and the steel wire of internal layer (7), and this internal layer thigh is parallel sth. made by twisting.
4. alternatelaywirerope according to claim 2 is characterized in that, the diameter of said first cover wire (3) is 2.5mm.
5. alternatelaywirerope according to claim 2; It is characterized in that the diameter quotient ratio of said core wire (8), steel wire of internal layer (7), middle level steel wire (6), filler wires (5), second cover wire (4) and first cover wire (3) is 0.643 ︰, 0.488 ︰, 1.101 ︰, 0.434 ︰, 1.019 ︰ 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2011203036505U CN202227190U (en) | 2011-08-19 | 2011-08-19 | Alternate lay wire rope for sand dredger hoisting equipment |
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CN2011203036505U CN202227190U (en) | 2011-08-19 | 2011-08-19 | Alternate lay wire rope for sand dredger hoisting equipment |
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CN2011203036505U Withdrawn - After Issue CN202227190U (en) | 2011-08-19 | 2011-08-19 | Alternate lay wire rope for sand dredger hoisting equipment |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102330371A (en) * | 2011-08-19 | 2012-01-25 | 甘肃荣信电材科技有限公司 | Alternate lay steel wire rope for elevating equipment of sand bailing ship and production method thereof |
-
2011
- 2011-08-19 CN CN2011203036505U patent/CN202227190U/en not_active Withdrawn - After Issue
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102330371A (en) * | 2011-08-19 | 2012-01-25 | 甘肃荣信电材科技有限公司 | Alternate lay steel wire rope for elevating equipment of sand bailing ship and production method thereof |
CN102330371B (en) * | 2011-08-19 | 2014-01-29 | 甘肃荣信电材科技有限公司 | Alternate lay steel wire rope for elevating equipment of sand bailing ship and production method thereof |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20120523 Effective date of abandoning: 20140129 |
|
RGAV | Abandon patent right to avoid regrant |