EP3126215A1 - Schwimmende struktur - Google Patents

Schwimmende struktur

Info

Publication number
EP3126215A1
EP3126215A1 EP15722730.7A EP15722730A EP3126215A1 EP 3126215 A1 EP3126215 A1 EP 3126215A1 EP 15722730 A EP15722730 A EP 15722730A EP 3126215 A1 EP3126215 A1 EP 3126215A1
Authority
EP
European Patent Office
Prior art keywords
deck
space
service facility
external service
wet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP15722730.7A
Other languages
English (en)
French (fr)
Other versions
EP3126215B1 (de
Inventor
Kari Hentunen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Piikkio Works Oy
Original Assignee
Piikkio Works Oy
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Piikkio Works Oy filed Critical Piikkio Works Oy
Priority to PL15722730T priority Critical patent/PL3126215T3/pl
Publication of EP3126215A1 publication Critical patent/EP3126215A1/de
Application granted granted Critical
Publication of EP3126215B1 publication Critical patent/EP3126215B1/de
Priority to HRP20180472TT priority patent/HRP20180472T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B29/00Accommodation for crew or passengers not otherwise provided for
    • B63B29/02Cabins or other living spaces; Construction or arrangement thereof
    • B63B29/025Modular or prefabricated cabins
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B29/00Accommodation for crew or passengers not otherwise provided for
    • B63B29/02Cabins or other living spaces; Construction or arrangement thereof
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B29/00Accommodation for crew or passengers not otherwise provided for
    • B63B29/02Cabins or other living spaces; Construction or arrangement thereof
    • B63B29/14Closet or like flushing arrangements; Washing or bathing facilities peculiar to ships
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B29/00Accommodation for crew or passengers not otherwise provided for
    • B63B29/16Soil water discharges

Definitions

  • the invention relates to a floating structure, comprising at least one deck structure, which has a deck level and on which is arranged at least one space unit, said space unit including a wet space, which comprises a floor structure of a given height, the floor structure being provided with a discharge pipe, and said space unit being provided with an external service facility with a bottom, which deck structure is provided with a recess, the area of which corresponds to at least a surface area of the bottom of at least one external service facility, whereby at least the bottom of the external service facility is at a given level below the deck level, according to the preamble of claim 1 .
  • the invention also relates to a method for manufacturing a floating structure according to the pre- characterizing portion of claim 8.
  • Space units can be provided with a floor or they can be so-called floorless space units.
  • the deck level of the deck structure of the floating structure provides the space unit floor, which can be covered as necessary.
  • a space for a service facility is constructed a space for a service facility provided with elements to be connected to interior fixtures and wet space fixtures of the space unit.
  • elements include for example a part of the floating structure's grey water piping, black water piping, fresh water piping, condensation or drain water piping, cooling water piping and/or fire water piping.
  • Connections to wet spaces are for example outlet and inlet fittings and water pipes associated with sanitary facilities.
  • space units are arranged on a floating structure in tiers supported on the deck structures, whereby the above mentioned elements are connected to deck structure penetrations present in the service facility. Between the elements and the deck structure penetrations are often fitted flexible joint members.
  • the service facility has its bottom conventionally flush with the deck level.
  • the deck structure penetrations are connected to pipe systems ex- tending between the tiers.
  • the floor structure of a wet space in a space unit is generally ele- vated so as to enable effluent water from various points in the wet space to drain due to gravity down towards the service facility's bottom (which, as mentioned above, is also flush with the deck structure) and to deck structure penetrations present at the bottom of the service facility.
  • the discharge pipes are fitted under the floor surface of the floor structure with a given height in the wet space. In other words, the water discharge pipes require a sufficient gradient. Further, the elevated floor structure of a wet space hinders movement to some extent inside the space unit.
  • a cruise vessel generally configured to include as many cabins (space units) as possible, i.e. in practice as many deck structures as possible for supporting the cabins.
  • the height of a cruise vessel, along with other floating structures, has its limitations regarding for example the stability of a floating structure.
  • the number of cabins aboard a cruise vessel makes a difference in terms of the economy of cruise business.
  • the space unit can also be for example a bathroom or other space, which is not in connection with an actual cabin or other accommodation space.
  • US 4,622,91 1 discloses a solution where a bathroom is provided with an outside pipe box arranged below the deck level. This solution does not provide any means for neither monitoring nor controlling leakage from the bathroom or its connections.
  • An object of the present invention is to provide a floating structure, by means of which the above mentioned problems are eliminated and by means of which the floating structure is provided with a space unit arrangement which is as functional as possible both from the standpoint of the floating structure and from the standpoint of the occupants of the space units. This objective is attained with a floating structure according to claim 1 .
  • the basic idea of the invention is to utilize the actual height of a deck structure so as to enable the management of any leakage from the wet spaces or the reduction of inter deck heights.
  • a lowered surface area formed at least by the bottom of the external service facility with a leakage monitor, by which any leakage occurring in the lowered surface area of the recess formed at least by the bottom of the external service facility is monitored, or with a sewer pipe, to which any leakage occurring in the lowered surface area of the recess formed by at least by the bottom of the external service facility is directed, in other words that the leakage is received by the sewer pipe for further discharge.
  • the lowered surface area would be formed by the lowered floor structure of the wet space and the bot- torn of the external service facility.
  • This solution also enables a reduction in the height of the floor structure of a wet space, since the bottom of an external service facility, which has been lowered below the deck level, provides a sufficient gradient for ensuring the outflow of water from the wet space.
  • the floor structure of a wet space preferably in its entirety, also extends to a given level below the deck level, all possible water leaks will be limited to the boundaries of the wet space and the service facility.
  • the floor surface of the floor structure of a wet space is flush with the deck level, this arrangement enables also the inter deck distance to be reduced.
  • the threshold height of a wet space with respect to the rest of the floor of a space can be thereby lowered or entirely eliminated as necessary.
  • the deck structure is preferably provided with at least one recess having its width corresponding to the depth of an external service facility or the depth of a wet space.
  • the recess could thus be a continuous recess having a width cor- responding to the depth of the external service facility or a width corresponding to the depth of the wet space extending continuously over the deck structure, e.g. in a transverse or longitudinal direction of the ship.
  • the lowered surface area would in this case be formed by the continuous recess.
  • the recess is in the form as a trough with walls and a bottom, whereby any leakage advantageously can be contained with the boundaries of the recess.
  • the above mentioned one recess can also be designed with an area which corresponds to either the surface area of the bottom of an external service facility or the combined surface area of both the floor structure of a wet space and the bottom of an external service facility.
  • the recess size can also prefer- ably be selected so as to correspond to the external service facilities of several adjacent space units or the wet spaces and the service facilities of several adjacent space units.
  • the recess formed in the deck structure thus forms a trough with walls and a bottom, whereby the bottom forms the lowered surface area. Consequently, any leakage can be contained within the recess area, the area of which can correspond to a bottom of an external service facility, a combined area corresponding to a bottom of an external service facility and a floor structure of a wet space, or a number of these. Further the recess can be a so-called continuous recess, which thus forms a trough along the deck structure having the width of the bottom of the external service facility or the floor structure of the wet space.
  • any leakage can be controlled so that it doesn't spread out of the recess; (ii) any leakage can be monitored with a leakage detector that can be located on the bottom of the recess according to which location provides an optimal control; (iii) any leakage can be directed to a sewer pipe that can be located on the bottom of the recess according to which location provides an optimal control; (iv) any leakage in service facilities or wet spaces can be controlled together even, if they are located far away from each other; and (v) additionally the embodiments allow lessening the inter deck distances or alternatively increasing the free height of a wet space, separately or in combination, in case this is desired.
  • the external service facilities associated with wet spaces of the space units are preferably adapted to include at least one deck structure penetration.
  • the external service facilities can be preferably provided with a single common deck structure penetration. This reduces substantially the number of both deck structure penetrations and sewer pipe systems associated therewith.
  • the space unit can advantageously be for example a cabin, an accommodation space, a public space, or a bathroom.
  • Fig. 1 shows a floating structure in a schematic view
  • Fig. 2 shows deck assemblies in a perspective view
  • Figs. 3a and 3b show a first embodiment of the invention
  • Figs. 4a and 4b show a variant for the first embodiment of the invention
  • Figs. 5a and 5b show a second embodiment of the invention
  • Fig. 6 shows a third embodiment of the invention
  • Fig. 7 shows a fourth embodiment of the invention
  • Fig. 8 shows another variant of the first embodiment of the invention.
  • Fig. 9 shows a variant of the second embodiment of the invention
  • Fig. 10 shows an alternative or complementary embodiment of the invention
  • Fig. 1 1 shows a variant of a detail of Fig. 10, and Fig. 12 shows a fifth embodiment of the present invention. Description
  • a floating structure is indicated by reference numeral 1 .
  • the floating structure can be for example a watercraft such as a ship or a drilling platform or another such structure.
  • the floating structure 1 (for example a cruise vessel), which comprises a hull 100, is outfitted with deck structures 2, which include a deck level 21 (Fig. 2) and which accommodate several, at least partially equipped space units 3.
  • the space units can be on-site constructed or prefabricated.
  • an external service facility 5 constructed outside the boundaries (walls) of the space units 3 are accommodated pipe systems 9, some of which relate to interior furnishings of the space units 3.
  • the pipe systems 9 extend through the external service facilities and between the deck structures arranged in tiers, whereby the pipe systems 9 pass through the deck structures by means of deck structure penetrations 7 (Fig. 2).
  • the service facility 5 is arranged typically outside the walls 4 of a wet space 6 (Fig. 2) of the space unit 3.
  • Typical pipe systems 9 include for example the floating structure's grey water piping, black water piping, fresh water piping, condensation or drain water piping, cooling water piping or fire water piping. Connections of these pipe systems on the one hand with the wet spaces of space units and on the other hand with the deck structure penetrations are susceptible to leaks. In addition, the wet spaces of space units may experience leaks drifting directly by way of a floor structure 61 (Figs. 3a, 4a. 5a) of the wet spaces 6 or a bottom 51 (Figs. 3a, 4a, 5a) of the service facility 5 onto the deck levels 21 .
  • the solution of the present invention is intended for eliminating such problems typical for prior art solutions.
  • the space unit may also be for example a bathroom or another comparable space, such as a public space, which is not connected with an actual cabin or other accommodation space. Usually a space like this is also provided with a service facility.
  • Fig. 2 shows an example of the deck structures 2 including deck levels 21 of a floating structure. On the deck structures are mounted several space units 3, along with wet spaces 6 therefor. A generally applied configuration of space units is such that the wet spaces 6 of adjacent space units 3 are located against or next to each other.
  • the external service facilities 5 are usually disposed outside the walls 4 of wet spaces in such a way that the service facilities
  • FIG. 2 also shows how deck structure penetrations 7 are disposed in connection with the bottom 51 (figs. 3a, 4a, 5a) of each service facility 5. These will be discussed in more detail hereinafter with reference to Figs. 3a-5b, illustrating various embodiments of the present invention.
  • the space unit may also be for example a bathroom or another comparable space, such as a public space, which is not connected with an actual cabin or other accommodation space. Usually a space like this is provided with a ser- vice facility.
  • Figs. 3a and 3b illustrate a first embodiment of the present invention.
  • Figs. 3a and 3b illustrate adjacently or oppositely located wet spaces 6 for two neighboring space units, more particularly the floor structures 61 of the wet spaces
  • Both wet spaces 6 are provided with external service facilities 5, which are also arranged side by side as described above.
  • the bottom of each service facility 5 is indicated by reference numeral 51 .
  • the deck structure 2 is formed with a recess 22, which corresponds to a combined surface area of the bottom 51 of both service facilities 5 such that the bottoms of adjacent service facilities extend to a specific level below the deck level 21 of the deck structure 2.
  • the bottoms of both adjacent service facilities 5 are lowered relative to the deck level 21 of the deck structure 2.
  • a lowered surface area A would thus be formed of both the bottoms of the adjacent service facilities 5.
  • the floor structure 61 of a wet space 6 is installed on top of the deck level 21 of the deck structure 2.
  • the floor structure 61 usually has a height hi of about 150 mm.
  • the deck structure 2 usually has a height h2 of about 300-500 mm.
  • the service facility 5 has its bottom 51 at a given level below the deck level 21 of the deck structure 2, i.e. the bottom 51 is lowered to a given depth s1 , for example about 60 mm, below the deck level 21 .
  • Water discharge pipes are fitted underneath the floor surface of the elevated floor structure 61 (having a given height) of the wet space. The water discharge pipes are required to have a sufficient gradient for ensuring the outflow of water.
  • the lowered position of the bottom 51 of the service facility 5 provides a sufficient gradient towards deck structure penetrations 7 present at the bottom of service facility, thus ensuring the discharge of water from the wet space.
  • the recess 22 present in the deck structure 2 is formed as a trough, which has walls and a bottom, which thus matches a combined surface area of the bottom of the service facilities.
  • the lower surface area A would be formed in said through. Thereby, any possible leaks can be contained and collected in said trough.
  • This embodiment has been implemented with two sets of deck structure penetrations 7.
  • the various pipe systems 9 pass through the deck assembly penetrations 7, whereby a water discharge pipe 8 is extended out of the floor structure 61 and is arranged to connect by way of a normal closed pipe arrangement (not shown) to a dedicated sewer pipe (black water piping, grey water piping, etc.).
  • a normal closed pipe arrangement black water piping, grey water piping, etc.
  • the number of discharge pipes and sewer pipes connected by normal closed piping arrangements can vary.
  • the leakage locations in a service facility and the deck structure penetrations will for the most part occur at a level lower than the deck level, i.e. at the bottom 51 of the service facility 5, whereby any leakage can be contained within boundaries of the service facility.
  • Leakage can be dried or directed to a sewer provided in the service facility.
  • the service facility area can also be outfitted with leakage detector for monitoring any leakage (discussed more in detail below in connection with Figs. 8-10).
  • the floor structure 61 of a wet space 6 can also provide for steeper gradients as the bottom of the service facility is at a lower level than the deck level. In this embodiment, the inter deck distance cannot be reduced.
  • the lowering of the service facility's bottom below the deck level enables the wet space's floor structure to be also lowered in such a way that a sufficient gradient for conducting water into the service facility can be ensured.
  • the floor structure lowering can be used as a means of providing a smaller inter deck distance. Even by the lowering of the floor structure of a wet space by as little as about 30 mm the wet space height in itself does not restrict the inter-deck distance.
  • the height of an inter deck distance is determined by the height of a space unit and the associated transport height required by a space unit when it is installed on the deck structure.
  • Figs. 4a and 4b illustrate a variant of the first embodiment of the invention.
  • Figs. 4a and 4b illustrate adjacently or oppositely located wet spaces 6 for two neighboring space units, more particularly the floor structures 61 of the wet spaces 6.
  • Both wet spaces 6 are provided with external service facilities 5, which also are arranged side by side as described above.
  • Each service facility 5 has its bottom indicated by reference numeral 51 .
  • the deck structure 2 is formed with a recess 22, which corresponds to a combined surface area of the bottom 51 of both service facilities 5 such that the bottoms of the adjacent service facilities extend to a specific level below the deck level 21 of the deck structure 2.
  • the bottoms of both adjacent service facilities are lowered relative to the deck level 21 of the deck structure 2.
  • a lowered surface area A would thus be formed of both the bottoms of the adjacent service facilities 5.
  • the floor structure 61 of a wet space 6 is installed on top of the deck level 21 of the deck structure 2.
  • the floor structure 61 usually has a height hi of about 150 mm.
  • the deck structure 2 usually has a height h2 of about 300-500 mm.
  • the service facility 5 has its bottom 51 at a certain level below the deck level 21 of the deck structure 2, i.e. the bottom 51 is lowered to a given depth s1 , for example about 60 mm, below the deck level 21 .
  • Water discharge pipes are fit- ted underneath the floor surface of the elevated floor structure 61 (having a given height). The water discharge pipes are required to have a sufficient gradient for ensuring the outflow of water.
  • the lowered position of the bottom 51 of the service facility 5 provides a sufficient gradient towards a common deck structure penetration 7 present at the bottom of the service facility, thus ensuring the discharge of water from the wet space.
  • the recess 22 present in the deck structure 2 is formed as a trough, which has walls and a bottom, which thus corresponds to a combined bottom of the service facilities.
  • the lowered surface area A would be formed in said through. Thereby, any possible leakage can be contained and collected in said trough.
  • This embodiment has been implemented with just one common deck structure penetration 7.
  • the various pipe systems 9 pass through the deck structure penetration 7, whereby a water discharge pipe 8 is extended out of the floor structure 61 and is arranged to connect by way of normal closed piping ar- rangements (not shown) to a dedicated sewer pipe (black water pipe, grey water pipe, etc.).
  • a dedicated sewer pipe black water pipe, grey water pipe, etc.
  • the number of discharge pipes and sewer pipes connected by normal closed piping arrangements can vary.
  • the lowered position of the bottom 51 of the service facility 5 enables water from the wet spaces 6 of both adjacently located space units to be directed to- wards the common deck structure penetration 7.
  • the common deck structure penetration 7 is located further away from each wet space than in a solution that has a designated deck structure penetration for each wet space (the embodiment of Figs. 3a and 3b), but the lowered position of the bottom 51 of the service facility 5 nevertheless enables a sufficient gradient for the discharge pipe 8 extending from each wet space towards the deck structure penetration, despite the deck structure penetration being located further away from each wet space.
  • this provides the advantage that the number of required deck structure penetrations on the ship is smaller than with dedicated deck structure penetrations for each wet space.
  • a more significant benefit lies nevertheless in the fact that the number of a pipe systems 9 (Fig. 1 ) in the floating structure can be decisively reduced. For example in a cruise ship with thousands of cabins and a plurality of decks, reducing the number of pipe systems makes a substantial difference in terms of reducing installation work and maintenance associated therewith, reducing the weight inflicted thereby, and reducing potential leakage locations.
  • the potential leakage locations present in the service facility and the deck structure penetration are for the most part at a level lower than the deck level, thus enabling any leakage to be contained within boundaries of the service facility.
  • Leakage can be dried or directed to a sewer provided in the service facility.
  • the service facility area can also be outfitted with a leakage detector for monitoring any leakage (discussed more in detail below in connection with Figs. 8- 10).
  • the lowering of the bottom of the service facility below the deck level enables the wet space's floor structure to be also lowered in such a way that a sufficient gradient for conducting water into the service facility can be ensured.
  • the floor structure lowering can be used as a means of providing a smaller inter deck distance. Even by the lowering of the floor structure of a wet space by as little as about 30 mm the wet space height in itself does not restrict the inter deck distance.
  • the height of an inter- deck distance is determined by the height of a space unit and the associated transport height required by a space unit when it is installed on the deck structure.
  • Figs. 5a and 5b illustrate a second embodiment of the present invention.
  • Figs. 5a and 5b illustrate adjacently or oppositely disposed wet spaces 6 for two neighboring space units, more particularly the floor structures 61 of the wet spaces 6.
  • Both wet spaces are provided with external service facilities 5, which also are arranged side by side as described above.
  • the bottom of each service facility 5 is indicated by reference numeral 51 .
  • the deck structure 2 is formed with a recess 22 which corresponds to both a combined surface area of the floor structures 61 of both wet spaces 6 as well as a combined surface area of the bottom 51 of both service facilities 5, such that the floor structures of adjacent wet spaces and the bottoms of adjacent service facilities extend to a specific level below the deck level 21 of the deck structure 2.
  • the floor structures of both adjacent wet spaces and the bottoms of both adjacent service facilities 5 are lowered relative to the deck level 21 of the deck structure 2.
  • the recess 22 present in the deck assembly is formed as a trough, which has walls and a bottom, which thereby corresponds to a joint bottom made up by the floor structures of both wet spaces and the bottom of both service facilities.
  • a lowered sur- face area A would thus be formed of both the bottoms of the adjacent service facilities 5 in said trough.
  • Leakage can be dried or directed to a sewer provided in the service facility.
  • the service facility are can also be outfitted with a leakage detector for monitoring any leakage (discussed more in detail below in connection with Figs. 8- 10).
  • the floor structure 61 of a wet space 6 has its floor level flush with the deck level 21 and the floor structure 61 of the wet space 6 has its bottom and the service facility 5 has its bottom at the same given level below the deck level. This ensures that all potential leakage locations of the space unit 3, more specifically those of the wet space 6, are located at a level lower than the deck level 21 . Hence, all possible leaks can be entirely contained within the lowered area forming the lowered surface area A.
  • This embodiment has been implemented with two deck assembly penetrations 7.
  • the various pipe systems 9 pass through the deck structure penetrations 7, whereby the water discharge pipe 8 is extended out of the floor structure 61 of the wet space 6 and is arranged to connect by way of a normal closed pipe ar- rangement (not shown) to a dedicated sewer pipe (black water, grey water, etc.).
  • a normal closed pipe ar- rangement (not shown)
  • a dedicated sewer pipe black water, grey water, etc.
  • the number of discharge pipes and sewer pipes connected by normal closed piping arrangements can vary.
  • the floor structure 61 has a height hi which is generally about 150 mm and the deck structure has a height h2 which is generally about 300-500 mm. Therefore, even though the floor structure 61 of the wet space 6 and the bottom 51 of the service facility 5 both have been lowered into a recess 22 constructed in the deck structure 2, this does not significantly affect the properties required of a deck structure.
  • the above mentioned depth s2, to which the floor structure of the wet space and the bottom of the service facility are lowered, would be about 150 mm, thereby matching the height hi of the floor struc- turel .
  • this enables the height of the threshold between the floor structure of the wet space and the rest of the space unit area to be lowered or complete- ly eliminated.
  • this also entails that the only restricting aspect of an inter deck construction that remains is the height of a space unit and the associated transport height required by the space unit when it is installed on the deck structured.
  • the recess 22 constructed in the deck structure 2 has been designed to be equal to the surface area of the bottom 51 of a service facility or equal to the combined surface area of both the floor structure 61 of a wet space 6 and the bottom 51 of a service facility 5.
  • these examples disclose an arrangement, wherein the space units are arranged in pairs, two beside each other, whereby, of course, the recesses correspond to a combined surface area of the bottoms of two adjacent service facilities or to a combined surface area of both floor structures of two adjacent wet spaces and the bottoms of two adjacent service facilities arranged in connection with and between the wet spaces.
  • the recess can also be configured so as to extend continuously more or less throughout the length or depth of the deck structure, i.e. in a longitudinal direc- tion or transverse direction of the deck structure of the ship, depending on each particular arrangement of space units on the deck structure. This will be discussed below with reference to Figs. 6 and 7.
  • Fig. 6 shows a third embodiment of the invention, wherein the deck structure 2 has been formed with a continuous recess 221 which, including the above de- scribed walls and bottom of the recess, makes up a so-called combined leakage trough, which extends continuously along the deck structure 2.
  • the wet spaces 6 and service facilities 5 of two adjacent space units 3 are disposed in a face to face manner between the space units.
  • the external service facility 5 has a specific depth, which is indicated by reference numeral s3.
  • the lowered surface area A would be formed in said trough.
  • the continuous recess 221 constructed in the deck structure 2 has a width L1 which corresponds to the depth s3 of the service facility 5. If, for example, the space unit is a so-called floorless space unit, the continuous recess 221 is left open alongside the wet spaces 6.
  • the resulting open locations can be covered with a bridge member 23, for example with a piece of plate, which thereby replaces the part of a deck level 21 left out of the deck structure 2, which for its part would constitute a portion of the floor of a space unit 3.
  • the number of these can be selected as necessary (in the embodiment of Fig. 7, for example, the number of bridge mem- bers is two). This arrangement can be applied for example in connection with the embodiments of Figs. 3a-4b.
  • leakage can be dried or directed to a sewer arranged in the service facility or at any desired location of the continuous recess 221 , forming said lowered surface area A.
  • the service facility area or the continuous recess 221 , forming said lowered surface area A can also preferably be outfitted with a leakage detector for monitoring any leakage (discussed more in detail below in connection with Figs. 8-10).
  • Fig. 7 shows a fourth embodiment of the invention, wherein the deck structure 2 has been formed with a continuous recess 222, which including the above described walls and bottom of the recess, makes up a so-called combined leakage trough which extends continuously along the deck structure 2.
  • the wet spaces 6 and external service facilities 5 of two adjacent space units 3 are disposed in a face to face manner between the space units.
  • the wet space 6 has a specific depth, which is indicate by reference numeral s4.
  • the depth s3 of the service facility is less than the depth s4 of the wet space.
  • the lowered surface area A would be formed in said trough.
  • the continuous recess 222 constructed in the deck structure 2 has a width L2 which corresponds to the depth s4 of the wet space 6. If, for example, the space unit is a so-called floorless space unit, the continuous recess 222 is left open alongside the wet spaces 6.
  • the resulting open locations can be covered with a bridge member 23, for example with a plate, which thereby replaces the part of a deck level 21 left out of the deck structure 2, which for its part would constitute a portion the floor of the space unit 3.
  • leakage can be dried or directed to a sewer by means of a sewer pipe arranged in the service facility or at desired locations of the continuous recess 222, forming the lowered surface area A.
  • the service facility area or any desired location of the continuous recess 222 can also preferably be outfitted with a leakage detector for monitoring leakage (discussed more in detail below in connection with Figs. 8-10).
  • Figs. 6 and 7 are shown to include two sets of deck struc- ture penetrations 7. Clearly, a common deck structure penetration, as discussed in connection with Figs. 4a and 4b, would be sufficient as well.
  • Figs. 8-10 the monitoring of leakage to the service facility and the directing of leakage to a sewer, as mentioned above in connection with Figs. 3a-7, will be discussed more in detail.
  • Fig. 8 illustrates another variant of the first embodiment as shown in Figs. 3a and 3b, which also is applicable to the embodiment discussed in connection with Figs. 4a and 4b.
  • any leakage that occurs from the pipe systems 9 (Fig. 1 ) passing by way of the deck structure penetrations 7 or from the connections of these pipe systems with the wet spaces 6 of the space units 3, or generated from elsewhere in the wet spaces 6, is as discussed above directed to and collected at the area of the bottom 51 of the external service facility 5 as the bottom is lowered to a level below the deck level 21 .
  • the bottom 51 of the service facility forming a lowered surface area A, is provided with a leakage detector 10.
  • the leakage detector 10 can be further connected to a surveillance system in order to alert when any leakage occurs, so that measures can be taken to up the leakage before it results in any damage.
  • Fig. 9 illustrates a variant of the second embodiment as disclosed in connection with Figs. 5a and 5b.
  • the only difference compared to Fig. 8 is that in this variant both the floor structure of the wet space as well as the bottom of the service facility are arranged at a level lower than the deck level 21 .
  • Fig. 10 discloses a complementary embodiment to monitor or control any occurring leakage and can be applied directly to the embodiments discussed in connection with Figs. 3a-5b.
  • This embodiment may first of all advantageously include an optional leakage detector 10 as disclosed above in connection with Figs. 8 and 9.
  • a sewer in the form of a sewer pipe 1 1 , which is connected to the bottom 51 of the service facility 5 at one deck structure 2.
  • the bottom 51 forming a lowered surface area A, is provided with an opening 52, which is directly connected to the sewer pipe 1 1 , which extends down- wards to the next lower deck structure 2, ending just above the level of the bottom 51 of the service facility 5 at the next lower deck structure 2.
  • This arrangement can be repeated between the various deck structures 2 throughout the tiers of deck structures. Any leakage that occurs from the pipe systems 9 (Fig.
  • Fig. 1 1 illustrates a modification of the arrangement of the sewer pipe 1 1 as discussed in connection with Fig. 10.
  • This modification provides a sewer pipe 12 as follows.
  • the bottom 51 of the external service facility is provided with an opening 52 for receiving any leakage from the recess, which leads into a trap 13 surrounding the sewer pipe 12 which passes through the tiers of deck structures 2, thus forming a continuous sewer pipe, different from the separate deck by deck arrangement as discussed in connection with Fig. 10.
  • the leakage, or water flows from the bottom area of the service facility 5 into the opening 52 at the bottom 51 of the service facility 5, which bottom forms a lowered surface area A, and further into the trap 13, which is in flow connection with the sewer pipe 12 passing through the deck structures 2 and the correspondingly arranged traps 13 at the respective deck structures.
  • the trap construction is not discussed in detail in this connection since it is considered to be known as such be a person skilled in the art.
  • the advantage of the trap 13 is that it prevents any odors from escaping from the sewer pipe 1 2 into the surroundings, more exactly firstly to the service facility 5 and from there into the ship areas.
  • Fig. 12 discloses a fifth embodiment which largely corresponds to the embodi- ment of Fig. 6 discussed above.
  • the continuous trough 221 is provided with both a leakage monitor 10 and a sewer pipe 1 1 , as described in connection with Fig. 10, or as also indicated in Fig. 12, alternatively with a sewer pipe 12 described in connection with Fig. 1 1 .
  • the leakage monitor and the sewer pipes are thus arranged in the lowered surface area A.
  • Such a combined leakage management can of course be provided for any of the embodiments discussed above.
  • Fig. 12 also shows how the discharge pipe 8 is arranged to connect by way of a normal closed pipe arrangement to the pipe system 9, i.e. a dedicated sewer pipe as discussed above.
  • the space unit has been described as being primarily a cabin.
  • the space unit can, for example, be also a bathroom or another space, such as a public space, which is not connected with the actual cabin or to any other accommodation space. Even this type of space is usually provided with a service facility. Hence, the bathroom in itself may constitute a wet space.
  • the arrangement of the leakage detector 10 and the sewer pipe 1 1 or the sewer pipe 12 can be applied in a corresponding manner to the embodiments discussed in connection with Figs. 6 and 7.

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Building Environments (AREA)
  • Sewage (AREA)
  • Registering, Tensioning, Guiding Webs, And Rollers Therefor (AREA)
EP15722730.7A 2014-04-01 2015-03-30 Schwimmende struktur Active EP3126215B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL15722730T PL3126215T3 (pl) 2014-04-01 2015-03-30 Konstrukcja pływająca
HRP20180472TT HRP20180472T1 (hr) 2014-04-01 2018-03-19 Plutajuća konstrukcija

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20145318 2014-04-01
PCT/FI2015/050224 WO2015150633A1 (en) 2014-04-01 2015-03-30 Floating structure

Publications (2)

Publication Number Publication Date
EP3126215A1 true EP3126215A1 (de) 2017-02-08
EP3126215B1 EP3126215B1 (de) 2018-01-10

Family

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EP15722730.7A Active EP3126215B1 (de) 2014-04-01 2015-03-30 Schwimmende struktur

Country Status (9)

Country Link
EP (1) EP3126215B1 (de)
JP (1) JP2017509540A (de)
KR (1) KR20160140896A (de)
CN (1) CN106458291B (de)
ES (1) ES2665346T3 (de)
HR (1) HRP20180472T1 (de)
NO (1) NO3126215T3 (de)
PL (1) PL3126215T3 (de)
WO (1) WO2015150633A1 (de)

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI62984C (fi) * 1980-10-24 1987-02-17 Waertsilae Oy Ab System foer hyttelement i fartyg.
US4622911A (en) * 1983-03-24 1986-11-18 Hopeman Brothers, Inc. Plumbing installation
JPS62236972A (ja) * 1986-04-08 1987-10-17 日本鋼管株式会社 舶用浴室ユニット構造
EP0731020A1 (de) * 1995-03-08 1996-09-11 A.T.I.S.A. Aero Termica Italiana S.p.A. Vorgefertiges Modul für Sanitärgegenstände, insbesondere in Schiffskabinen oder dergleichen
JPH09195537A (ja) * 1996-01-12 1997-07-29 Fujita Corp 居住施設における居室とバスユニットの配置構造
US6016636A (en) * 1998-06-04 2000-01-25 Hopeman Brothers Marine Interiors Llc Modular ship's cabin and method of installation
FI116128B (fi) * 2000-07-03 2005-09-30 Aker Finnyards Oy Poistovesikanavien kokoojajärjestely, järjestely vesipisteiden poistovesikanavien liittämiseksi kokoojakanavaan sekä menetelmä vesipisteillä varustetun hyttielementtijärjestelyn aikaansaamiseksi
US6957990B2 (en) * 2002-08-21 2005-10-25 Lowe Jerry W Electric houseboat
FI116616B (fi) * 2003-04-07 2006-01-13 Piikkio Works Oy Menetelmä kelluvan rakenteen ja siihen tarkoitetun esivalmistetun tilayksikön valmistamiseksi sekä kelluva rakenne ja esivalmistettu tilayksikkö
JP2008174154A (ja) * 2007-01-19 2008-07-31 Mitsui Eng & Shipbuild Co Ltd 排水用貯留タンクを備えた船舶
FI9286U1 (fi) * 2011-03-14 2011-07-07 Stx Finland Cabins Oy Esivalmistettu lattiaton itsekantava tilaelementti

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2015150633A1 *

Also Published As

Publication number Publication date
KR20160140896A (ko) 2016-12-07
NO3126215T3 (de) 2018-06-09
PL3126215T3 (pl) 2018-07-31
JP2017509540A (ja) 2017-04-06
HRP20180472T1 (hr) 2018-05-04
CN106458291A (zh) 2017-02-22
ES2665346T3 (es) 2018-04-25
CN106458291B (zh) 2018-06-15
WO2015150633A1 (en) 2015-10-08
EP3126215B1 (de) 2018-01-10

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