Section 4 Bow doors
Clasification Society 2024 - Version 9.40
Clasifications Register Rules and Regulations - Rules and Regulations for the Classification of Special Service Craft, July 2022 - Part 7 Hull Construction in Aluminium - Chapter 5 Special Features - Section 4 Bow doors

Section 4 Bow doors

4.1 Application

4.1.1 The requirements of this Section are applicable to the arrangement, strength and securing of bow doors, both the visor and the side opening type doors, and inner doors leading to a complete or long forward enclosed superstructure.

4.1.2 Other types of bow door will be specially considered.

4.2 General

4.2.1 The attention of Owners and Builders is drawn to the additional statutory regulations for bow doors that may be imposed by the National Authority.

4.2.2 Bow doors are to be situated above the freeboard deck. A watertight recess in the freeboard deck located forward of the collision bulkhead and above the deepest waterline fitted for arrangement of ramps or other related mechanical devices may be regarded as a part of the freeboard deck.

4.2.3 An inner door is to be fitted. The inner door is to be part of the collision bulkhead. The inner door need not be fitted directly above the bulkhead below, provided it is located within the limits specified for the position of the collision bulkhead, see Pt 3, Ch 2, 4 Bulkhead arrangements. A vehicle ramp may be arranged for this purpose, provided its position complies with Pt 3, Ch 2, 4 Bulkhead arrangements and the ramp is weathertight over its complete length. In this case the upper part of the ramp higher than 2,3 m above the freeboard deck may extend forward of the limit specified in Pt 3, Ch 2, 4 Bulkhead arrangements. If this is not possible a separate inner weathertight door is to be installed, as far as practicable within the limits specified for the position of the collision bulkhead.

4.2.4 Bow doors are to be fitted as to ensure tightness consistent with operational conditions and to give effective protection to inner doors. Inner doors forming part of the collision bulkhead are to be weathertight over the full height of the cargo space and arranged with fixed sealing supports on the aft side of the doors.

4.2.5 Bow doors and inner doors are to be arranged so as to preclude the possibility of the bow door causing structural damage to the inner door or to the collision bulkhead in the case of damage to or detachment of the bow door. If this is not possible, a separate inner weathertight door is to be installed, as indicated in Pt 7, Ch 5, 4.2 General 4.2.3.

4.2.6 The requirements for inner doors are based on the assumption that vehicles are effectively lashed and secured against movement in the stowed position.

4.3 Symbols and definitions

4.3.1 The symbols used in this Section are defined as follows:

A s = area stiffener web in cm2
A x = area, in m2, of the transverse vertical projection of the door between the levels of the bottom of the door and the upper deck or between the bottom of the door and the top of the door, whichever is the lesser, as shown in Figure 5.4.2 Bow visor (upward hinging)
A y = area, in m2, of the longitudinal vertical projection of the door between the levels of the bottom of the door and the upper deck or between the bottom of the door and the top of the door, whichever is the lesser
A z = area of the horizontal projection of the door between the levels of the bottom of the door and the upper deck or between the bottom of the door and the top of the door, in m2, whichever is the lesser, as shown in Figure 5.4.2 Bow visor (upward hinging)
a bv = vertical distance, in m, from visor pivot to the centroid of the transverse vertical projected area of the visor door, as shown in Figure 5.4.2 Bow visor (upward hinging)
b bv = horizontal distance, in m, from visor pivot to the centroid of the horizontal projected area of the visor door, as shown in Figure 5.4.2 Bow visor (upward hinging)
c bv = horizontal distance, in m, from visor pivot to the centre of gravity of visor mass, as shown in Figure 5.4.2 Bow visor (upward hinging)
h = height of the door between the levels of the bottom of the door and the upper deck or between the bottom of the door and the top of the door, in metres, whichever is the lesser, as shown in Figure 5.4.1 Measurement of αf and βe
k a = alloy factor
= 125/σa
Q bd = shear force, in kN, in the stiffener calculated by using uniformly distributed external pressure P e as given in Pt 7, Ch 5, 4.5 Design loads 4.5.1
W bv = mass of the visor door, in tonnes
W = breadth of the door at a height h/2 above the bottom of the door, in metres, as shown in Figure 5.4.1 Measurement of αf and βe
d = length of the door at a height h/2 above the bottom of the door, in metres, as shown in Figure 5.4.2 Bow visor (upward hinging)
τ = shear stress, in N/mm2
σ = bending stress, in N/mm2
σa = material yield stress, in N/mm2
σeq = equivalent stress, in N/mm2
= .

Figure 5.4.1 Measurement of αf and βe

4.3.2  Locking device. A device that locks a securing device in the closed position.

4.3.3  Securing device. A device used to keep the door closed by preventing it from rotating about its hinges.

Figure 5.4.2 Bow visor (upward hinging)

4.3.4  Side-opening doors. Side-opening doors are opened either by rotating outwards about a vertical axis through two or more hinges located near the outboard edges or by horizontal translation by means of linking arms arranged with pivoted attachments to the door and the craft. It is anticipated that side-opening doors are arranged in pairs.

4.3.5  Supporting device. A device used to transmit external or internal loads from the door to a securing device and from the securing device to the craft's structure, or a device other than a securing device, such as a hinge, stopper or other fixed device, that transmits loads from the door to the craft's structure.

4.3.6  Visor doors. Visor doors are opened by rotating upwards and outwards about a horizontal axis through two or more hinges located near the top of the door and connected to the primary structure of the door by longitudinally arranged lifting arms.

4.4 Strength criteria

4.4.1 Scantlings of the primary members, securing and supporting devices of bow doors and inner doors are to be able to withstand the design loads defined in Pt 7, Ch 5, 4.5 Design loads. The shear, bending and equivalent stresses are not to exceed 43/k a N/mm2, 64/k a N/mm2 and 80/k a N/mm2 respectively.

4.4.2 The buckling strength of primary members is to be verified as being adequate, see Pt 7, Ch 7, 4 Buckling control.

4.4.3 For metal to metal bearings in securing and supporting devices, the nominal bearing pressure calculated by dividing the design force by the projected bearing area is not to exceed 80 per cent of the yield stress of the bearing material. For other bearing materials, the permissible bearing pressure is to be determined according to the manufacturer's specification.

4.4.4 The arrangement of securing and supporting devices is to be such that threaded bolts do not carry support forces. The maximum tension in way of threads of steel bolts not carrying support forces is not to exceed 125/k s N/mm2.

4.5 Design loads

4.5.1 The design external pressure, P e, for the determination of scantlings for primary members, securing and supporting devices of bow doors is taken to be not less than the following:

where
V max = maximum speed in knots as defined in Pt 1, Ch 2, 2.2 Definitions 2.2.11.
L R = Rule length of craft, in m as defined in Pt 3, Ch 1, 6 Definitions
λ G = Service group factor for mono-hull craft, see Pt 1, Ch 2 Classification Regulations
= 0,5 for Group 1 and 2
= 0,6 for Group 3
= 0,8 for Group 4
= 1,0 for Groups 5 and 6
= For multi-hull craft, λG will be specially considered and may be reduced where the freeboard is significant
C H = 0,0125L R for L R < 80 m
= 1,0 for L R ≥ 80 m
α f = flare angle at the point to be considered, defined as the angle between a vertical line and the tangent to the side shell plating, measured in a vertical plane normal to the horizontal tangent to the shell plating, see Figure 5.4.1 Measurement of αf and βe
β e = entry angle at the point to be considered, defined as the angle between a longitudinal line parallel to the centreline and the tangent to the shell plating in a horizontal plane, see Figure 5.4.1 Measurement of αf and βe

4.5.2 The design external forces, F x, F y and F z, in kN, for the determination of scantlings of securing and supporting devices of bow doors are taken to be not less than P e A x, P e A y and P e A z respectively. Where P e is the external pressure, defined in Pt 7, Ch 5, 4.5 Design loads 4.5.1, with the flare angle, αf, and the entry angle, βe, measured at the point on the bow door, d/2 aft of the stem line on the plane h/2 above the bottom of the door, as shown in Figure 5.4.1 Measurement of αf and βe . A x, A y, A z and h as defined in Pt 7, Ch 5, 4.3 Symbols and definitions 4.3.1.

4.5.3 For bow doors, including bulwark, of unusual form or proportions, the areas used for the determination of the design values of external forces will be specially considered.

4.5.4 For visor doors the closing moment, M y, under external loads, is to be taken as :

where

W bv, a bv, b bv and c bv are as defined in Pt 7, Ch 5, 4.3 Symbols and definitions 4.3.1

F x and F z are as defined in Pt 7, Ch 5, 4.5 Design loads 4.5.2.

4.5.5 The lifting arms of a visor and its supports are to be dimensioned for the static and dynamic forces applied during the lifting and lowering operations, and a minimum wind pressure of 1,5kN/m2 is to be taken.

4.5.6 The design external pressure, in kN/m2, for the determination of scantlings for primary members, securing and supporting devices and surrounding structure of inner doors is to be taken as the greater of 0,45L R and 10h 2, where h 2 is the distance, in m, from the load point to the top of the cargo space and L R as defined in Pt 3, Ch 1, 6.2 Principal particulars 6.2.1.

4.5.7 The design internal pressure for the determination of scantlings for securing devices of inner doors is not to be taken less than 25 kN/m2.

4.6 Scantlings of bow doors

4.6.1 The strength of bow doors is to be commensurate with that of the surrounding structure.

4.6.2 Bow doors are to be adequately stiffened and means are to be provided to prevent lateral or vertical movement of the doors when closed. For visor doors adequate strength for the opening and closing operations is to be provided in the connections of the lifting arms to the door structure and to the craft structure.

4.6.3 The thickness of the bow plating is not to be less than that required for the side shell plating, using bow door stiffener spacing, but in no case less than the minimum required thickness of fore end shell plating.

4.6.4 The section modulus of horizontal or vertical stiffeners is not to be less than that required for end framing. Consideration is to be given, where necessary, to differences in fixity between craft's frames and bow doors stiffeners.

4.6.5 The stiffener webs are to have a net sectional area A s, not less than:

where A s, Q bd and σ a are as defined in Pt 7, Ch 5, 4.3 Symbols and definitions 4.3.1.

4.6.6 The bow door secondary stiffeners are to be supported by primary members constituting the main stiffening of the door.

4.6.7 The primary members of the bow door and the hull structure in way are to have sufficient stiffness to ensure integrity of the boundary support of the door.

4.6.8 Scantlings of the primary members are generally to be supported by direct calculations in association with the external pressure given in Pt 7, Ch 5, 4.5 Design loads 4.5.1 and permissible stresses given in Pt 7, Ch 5, 4.4 Strength criteria 4.4.2.

4.7 Scantlings of inner doors

4.7.1 Scantlings of the primary members are generally to be supported by direct calculations in association with the external pressure given in and permissible stresses given in Pt 7, Ch 5, 4.4 Strength criteria 4.4.1. In general, formulae for simple beam theory may be applied.

4.7.2 Where inner doors also serve as a vehicle ramps, the scantlings are not to be less than those required for vehicle decks.

4.7.3 The distribution of the forces acting on the securing and supporting devices is, in general, to be supported by direct calculations taking into account the flexibility of the structure and actual position and stiffness of the supports.

4.8 Securing and supporting of bow doors

4.8.1 Bow doors are to be fitted with adequate means of securing and supporting so as to be commensurate with the strength and stiffness of the surrounding structure. The hull supporting structure in way of the bow doors is to be suitable for the same design loads and design stresses as the securing and supporting devices. Where packing is required, the packing material is to be of a comparatively soft type, and the supporting forces are to be carried by the steel structure only. Other types of packing may be considered. Maximum design clearance between securing and supporting devices is, in general, not to exceed 3 mm. A means is to be provided for mechanically fixing the door in the open position.

4.8.2 Only the active supporting and securing devices having an effective stiffness in the relevant direction are to be included and considered to calculate the reaction forces acting on the devices. Small and/or flexible devices such as cleats intended to provide load compression of the packing material are, in general, not to be included in the calculations called for in Pt 7, Ch 5, 4.8 Securing and supporting of bow doors 4.8.8. The number of securing and supporting devices are, in general, to be the minimum practical whilst taking into account the requirements for redundant provision given in Pt 7, Ch 5, 4.8 Securing and supporting of bow doors 4.8.9 and Pt 7, Ch 5, 4.8 Securing and supporting of bow doors 4.8.10 and the available space for adequate support in the hull structure.

4.8.3 For opening outwards visor doors, the pivot arrangement is generally to be such that the visor is self closing under external loads, that is M y > 0. Moreover, the closing moment, M y, as given in Pt 7, Ch 5, 4.5 Design loads 4.5.4 is to be not less than:

where

W bv, a bv, b bv and c bv are as defined in Pt 7, Ch 5, 4.3 Symbols and definitions 4.3.1

F x and F z as defined in Pt 7, Ch 5, 4.5 Design loads 4.5.2.

4.8.4 Securing and supporting devices are to be adequately designed so that they can withstand the reaction forces within the permissible stresses given in Pt 7, Ch 5, 4.4 Strength criteria 4.4.1.

4.8.5 For visor doors the reaction forces applied on the effective securing and supporting devices assuming the door as a rigid body are determined for the following combination of external loads acting simultaneously together with the self weight of the door.

Case 1 F x and F z.
Case 2 0,7F y acting on each side separately together with 0,7F x and 0,7F z.

where F x, F y and F z are to be determined as indicated in Pt 7, Ch 5, 4.5 Design loads 4.5.2 and applied at the centroid of projected areas.

4.8.6 For side-opening doors the reaction forces applied on the effective securing and supporting devices assuming the door as a rigid body are determined for the following combination of external loads acting simultaneously together with the self weight of the door:

Case 1 F x, F y and F z acting on both doors.
Case 2 0,7 F x and 0,7F z acting on both doors and 0,7F y acting on each door separately.

where

F x, F y and F z are to be determined as indicated in Pt 7, Ch 5, 4.5 Design loads 4.5.2 and applied at the centroid of projected areas.

4.8.7 The support forces as determined according to Pt 7, Ch 5, 4.8 Securing and supporting of bow doors 4.8.5 and Pt 7, Ch 5, 4.8 Securing and supporting of bow doors 4.8.6 are to generally give rise to a zero moment about the transverse axis through the centroid of the area A x. For visor doors, longitudinal reaction forces of pin and/or wedge supports at the door base contributing to this moment are not to be of the forward direction.

4.8.8 The distribution of the reaction forces acting on the securing and supporting devices may require to be supported by direct calculations taking into account the flexibility of the hull structure and the actual position and stiffness of the supports.

4.8.9 The arrangement of securing and supporting devices in way of these securing devices is to be designed with redundancy so that in the event of failure of any single securing or supporting device the remaining devices are capable of withstanding the reaction forces without exceeding by more than 20 per cent the permissible stresses as given in Pt 7, Ch 5, 4.4 Strength criteria 4.4.1.

4.8.10 For visor doors, two securing devices are to be provided at the lower part of the door, each capable of providing the full reaction force required to prevent opening of the door within the permissible stresses given in Pt 7, Ch 5, 4.4 Strength criteria 4.4.1. The opening moment, M o, to be balanced by this reaction force, is not to be taken less than:

where

W bv, A x, d bv and a bv are as defined in Pt 7, Ch 5, 4.3 Symbols and definitions 4.3.1.

4.8.11 For visor doors, the securing and supporting devices excluding the hinges should be capable of resisting the vertical design force (F z - 10W bv), in kN, within the permissible stresses given in Pt 7, Ch 5, 4.4 Strength criteria 4.4.1.

4.8.12 All load transmitting elements in the design load path, from door through securing and supporting devices into the craft structure, including welded connections, are to be the same strength.

4.8.13 For side-opening doors, thrust bearing has to be provided in way of girder ends at the closing of the two leaves to prevent one leaf to shift towards the other one under effect of unsymmetrical pressure, see Figure 5.4.3 Typical thrust bearing. Each part of the thrust bearing has to be kept secured on the other part by means of securing devices. Any other arrangements serving the same purpose are to be submitted for appraisal.

Figure 5.4.3 Typical thrust bearing

4.9 Securing and locking arrangement

4.9.1 Securing devices are to be simple to operate and easily accessible. Securing devices are to be equipped with mechanical locking arrangement (self locking or separate arrangement), or be of the gravity type. The opening and closing systems as well as securing and locking devices are to be interlocked in such a way that they can only operate in the proper sequence.

4.9.2 Bow doors and inner doors giving access to vehicle decks are to be provided with an arrangement for remote control, from a position above the freeboard deck, of:

  1. the closing and opening of the doors, and

  2. associated securing and locking devices for every door.

Indication of the open/closed position of every door and every securing and locking device is to be provided at the remote control stations. The operating panels for operation of doors are to be inaccessible to unauthorised persons. A notice plate, giving instructions to the effect that all securing devices are to be closed and locked before leaving harbour, is to be placed at each operating panel and is to be supplemented by warning indicator lights.

4.9.3 Where hydraulic securing devices are applied, the system is to be mechanically lockable in the closed position so that in the event of loss of the hydraulic fluid, the securing devices remain locked. The hydraulic system for securing and locking devices is to be isolated from other hydraulic circuits when in the closed position.

4.9.4 Separate indicator lights and audible alarms are to be provided on the navigation bridge and on the operating panel to show that the bow door and inner door are closed and that their securing and locking devices are properly positioned. The indication panel is to be provided with a lamp test function. The indicator lights are to be provided with a permanent power supply, further, arrangements are to be such that it is not possible to turn off these lights in service.

4.9.5 The indicator system is to be designed on the fail-safe principle and is to show by visual alarms if the door is not fully closed and not fully locked and by audible alarms if securing devices become open or locking devices become unsecured. The power supply for the indicator system is to be independent of the power supply for operating and closing the doors. The sensors of the indicator system are to be protected from water, ice formation and mechanical damages.

4.9.6 The indication panel on the navigation bridge is to be equipped with a mode selection function `harbour/sea voyage', so arranged that audible alarm is given if the craft leaves harbour with the bow door or inner door not closed and with any of the securing devices not in the correct position.

4.9.7 A water leakage detection system with audible alarm and television surveillance are to be arranged to provide an indication to the navigation bridge and to the engine control room of leakage through the inner door.

4.9.8 Between the bow door and the inner door a television surveillance system is to be fitted with a monitor on the navigation bridge and in the engine control room. The system is to be able to monitor the position of doors and a sufficient number of their securing devices. Special consideration is to be given for lighting and contrasting colour of objects under surveillance.

4.9.9 A drainage system is to be arranged in the area between bow door and ramp, as well as in the area between the ramp and inner door where fitted. The system is to be equipped with an audible alarm function to the navigation bridge for water level in these areas exceeding 0,5 m above the car deck level.

4.10 Operating and Maintenance Manual

4.10.1 An Operating and Maintenance Manual for the bow door and inner door is to be provided on board and contain necessary information on:

  1. main particulars and design drawings,

  2. service conditions, e.g. service area restrictions, acceptable clearances for supports,

  3. maintenance and function testing,

  4. register of inspections and repairs.

This manual is to be submitted for approval.

4.10.2 Documented operating procedures for closing and securing the bow door and inner door are to be kept on board and posted at an appropriate place.


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