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    CCS Design and technical requirements for marine anchor windlass
    time:2024-09-06 16:17:43

    The following Design and technical requirements for marine anchor windlass are based on CCS standards:

    1 The technical requirements for windlasses are given in Table 1.

    Table 1

    No.

    Items

    Technical requirements

    Basis of inspection

    Remarks

    1

    Inclination angle of the ship

    Heel ±15°, roll ±22.5°

    Trim ±5°, pitch ±7.5°

    1.2.1.1 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    2

    Ambient

    temperature

    -25~ 45

    1.2.1.2 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    3

    Materials

    Pressure components are to be made of steel, no brittle material is allowed

    13.2.4 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    Materials containing asbestos are prohibited for brake band

    SOLAS Reg. II-1/3-5

    4

    Driving type

    Driven by an independent prime mover, the normal work of thehydraulic windlass is not to be affected by other equipment connecting with its pipeline

    13.2.5.1 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    For ships with single anchor weightnot exceeding 250 kg, hand-operated windlass may be provided

    13.2.5.1 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

    5

    Working load

    Class A1 stud link chains: 37.5 d2(N)

    Class A2 stud link chains: 42.5 d2(N)

    Class A3 stud link chains: 47.5 d2(N)

    13.2.5.2 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

    Anchor casting depth(D) is to be less than 82.5m

    Class A1 stud link chains:

    37.5d2+ (D - 82.5) × 0.27 d2(N)

    Class A2 stud link chains:

    42.5 d2+ (D - 82.5) × 0.27 d2(N)

    Class A1 stud link chains:47.5 d2+ (D - 82.5) × 0.27 d2(N)

    13.2.5.2 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

    Anchor casting depth(D) is to be more than

    82.5m

     

    Continued Table 1

    No.

    Items

    Technical requirements

    Basis of inspection

    Remarks

    6

    Overload pull

    Not to be less than 1.5 times the working load

    13.2.5.2 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    7

    Nominal speed

    Not to be less than 9 m/min.

    13.2.6.3 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    8

    Withstand load

    45% of breaking load of chain cables

    13.2.5.3 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

    Fitted with stopper

    80% of breaking load of chain cables

    13.2.5.3 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

    Not fitted with stopper

    9

    Driving power

    Windlasses are to be capable ofworking continuously for 30 min under working load.

    13.2.5.2(1)of PART THREE of Classification of SeaCCS Rules for

    -going Steel Ships

     

    Windlasses are to be capable ofworking at least for 2 min at reduced speed under overload pull

    13.2.5.2(2)of PART THREE of Classification of SeaCCS Rules for

    -going Steel Ships

    Power-operated windlasses are to be reversible

    3.2.5.4 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

    10

    Chain cables

    Stud link chains of 3 strength grades

    Section 2, Chapter 10, PART ONE of CCS Rules for Materials and Welding

     

    11

     Cable lifters

    The cable lifter is to have at least 5 snugs and must be able to disengage with the driving device

    4.2.1 of ISO 4568

     

     

     

     

     

     

     

     

    Continued Table 1

    No.

    Items

    Technical requirements

    Basis of inspection

    Remarks

    12

    Warping ends

    The windlass may be designed with or without warping ends, which maybe fitted on the intermediate shaft or on the cable lifter shaft. The profileof warping ends is to be in compliance with the relevant standard

    4.3.1 of ISO 4568

     

    13

    Clutches

    Clutches are to be installed between cable lifter and driving shaft.  Power-operated clutches are to be capable of being disengaged manually and to have efficient locking devices

    13.2.5.5 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    14

    Control braking

    device

    The brake is to be capable of holding a load on the chain cable of 1.5 times the working load of the windlass.

    Electromagnetic brakes are to have a hand release device

    4.6.1 of ISO 4568

    2.6.4.1 of PART FOUR of CCS of Sea Rules for Classifica

    Electric windlass

    The brake is to be capable of holding a load on the chain cable of at least 1.3 times the working load of the windlass

    4.6.1 of ISO 4568

    Driving types other than electric type

    15

    Brakes

    Brakes are to be able to withstand a static pull of 45% of the breaking load of the cable or wire or a maximum static load of the cable. Parts bearing forces will not be

    permanently deformed and no slip will be found for the brakes

    13.2.5.6 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

    Fitted with stopper

    Brakes are to be able to withstand a static pull of 80% of the breaking load of the cable or wire. Parts bearing forces will not be permanently deformed and no slip will be found for the brakes

    13.2.5.6 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

    Not fitted with

    stopper

     

    Continued Table 1

    No.

    Items

    Technical requirements

    Basis of inspection

    Remarks

    16

    Stoppers

    Chain cable stopper, if fitted, along with its attachments is to be designed to withstand, without any permanent deformation, 80% of the specified minimum breaking strength of the chain cable.

    3.2.5.7 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    17

    Operating device

    The operating device which controlsweighing and casting of the anchor is to be able to return to braking or stop position automatically

    4.10 of ISO 4568

    17

    18

    Protection and prevention

    Prime movers and transmission gears are to be provided with means for prevention of excessive moment and impact

    13.2.5.8 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    Cable lifter and gearing are to be protected against excessive torque developed by the prime mover

    4.8.2 of ISO 4568

     

    The lowest protection level for electrical equipment on the exposed deck is IP56

    4.11.1 of ISO 4568

     

    19

    Hydraulic system

    Relevant requirements in Section 7 of Chapter 2 and Section 7 of Chapter 4 in PART THREE of CCS Rules for Classification of Sea-going Steel Ships are to be complied with

    13.2.5.10 of PART THREE of CCS Rules for Classification of Sea-going Steel Ships

     

    20

    Securing of

    seating

    Relevant requirements in Section 2,Chapter 3, PART TWO of CCS Rules for Classification of Sea-going Steel Ships are to be complied with

    CCS Rules for Classification of Sea-going Steel Ships

     

    21

    Electrical control

    Relevant requirements in Section 4 of Chapter 3 of PART FOUR of CCS Rules for Classification of Sea-going

    Steel Ships are to be complied with

     

     

    2 The stress of windlass parts must be less than the elasticity limit of the material used and comply with the following 3 conditions:

    (1) Under the working load of 6.1.5, the stress of any torque transmitting component shall not exceed 40% of the yield limit of the material;

    (2) when the prime mover acts with maximum set torque, the stress of the affected parts is not to exceed 95% of the yield limit of the material. When the prime mover is an electric motor, the maximum torque value should be based on the maximum pull-out torque in the motor torque-speed characteristic curve. When the prime mover is a hydraulic motor, the maximum torque value is based on the output torque of the hydraulic motor when the hydraulic system safety valve takes off the setting value. For other types of windlasses driven by the prime mover, the maximum output torque value in the torque output characteristics of the prime mover shall prevail.;

    (3) with the action of the withstand load, the stress of the affected parts is not to exceed 95% of the yield limit of the material.

    3 The strength of brakes is to comply with the following requirements:

    (1) For band type brakes, the pull of tight side and loose side of the brake band are to be calculated according to the following Euler formula:

    T = t · eμα

    where: pull of tight side of the band: T = P × eμα/(eμα1)

    pull of loose side of the band: t = P/(eμα1)

    circular brake force: P = FsuptDL/D

    where: Fsupt withstand load;

    DL —— working diameter of cable lifter;

    D —— diameter of brake boss;

    μ —— friction coefficient of brake band;

    α —— brake band contact wrap angle;

    e —— base of natural logarithm.

    (2) The maximum specific pressure of the brake band is to be calculated according to the pull of the tight side of the band, and the result is to be less than the permissible specific pressure of the material of the brake band.

    (3) For other types of brakes, the strength is to be checked by recognized calculation methods.

    (4) The stress of parts under force such as steel brake band, tight side pin shaft, tight side pull rod, loose side pin shaft and brake screw is to comply with the requirements of 2.6.2(4) of this Chapter.

    4 The strength of bolts securing the seating is to comply with the following requirements:

    (1) The forces acting on the bolts and thrust plates securing the windlass to the deck are to be calculated.

    (2) The axial forces and combined shear forces of the bolt group (or bolts) are to be calculated according to the formula given in 3.2.5.5 and 3.2.5.6 of PART TWO of CCS Rules for Classification of Sea-going Steel Ships.

    (3) The safety factor corresponding to bolt strength is not to be less than 2.0.