CN106458291A

CN106458291A - Floating structure

Info

Publication number: CN106458291A
Application number: CN201580018218.2A
Authority: CN
Inventors: K.亨图恩
Original assignee: Piikkio Works Oy
Current assignee: Piikkio Works Oy
Priority date: 2014-04-01
Filing date: 2015-03-30
Publication date: 2017-02-22
Anticipated expiration: 2035-03-30
Also published as: JP2017509540A; EP3126215A1; NO3126215T3; WO2015150633A1; CN106458291B; EP3126215B1; PL3126215T3; KR20160140896A; ES2665346T3; HRP20180472T1

Abstract

A floating structure comprising at least one deck structure (2), which has a deck level (21) and on which is arranged at least one space unit (3). The space unit includes a wet space with a floor structure (61) provided with a discharge pipe (8). Further, the space unit (3) is provided with an external service facility with a bottom (51). The deck structure (2) is provided with a recess (22) corresponding to at least a surface area of the bottom (51) of the service facility (5). At least the bottom (51) of the service facility (5) is at a given level below the deck level (21). In order to monitor or collect any leakage in connection with the wet space, a lowered surface are provided at least by the bottom (51) of the service facility (5) is provided with a leakage detector (10) or with a sewer pipe (11).

Description

Floating structure

Technical field

The present invention relates to the floating structure described in a kind of preamble according to claim 1, it includes at least one deck knot Structure, deck structure has deck level, and is provided with least one space cell on deck structure, described space cell bag Include wet spaces, it includes the base arrangement of assigned altitute, base arrangement is provided with discharge line, and described space cell is provided with With the external service facility of bottom, this deck structure is provided with recess, the bottom at least with least one external service facility for its region The surface region in portion is corresponding, and the bottom of wherein at least external service facility is in the given plane of below deck level.This Bright further relate to a kind of described method for manufacturing floating structure before characteristic according to claim 8.

Background technology

The manufacture of the manufacture of floating structure, the construction of space cell above it and pre-made void unit and its floating Transport in formula structure and installation are known in the prior art.Space cell can be provided with base plate, or they are referred to alternatively as The space cell of no base plate.In the latter cases, the deck level of the deck structure of floating structure provides mikey base plate, It can be covered as needed.

Built the space for service facility outside the border of space cell, its be provided be connected to internal fixators and Element on the wet spaces holder of space cell.These elements include the ash-water pipeline of such as floating structure, Heisui River pipeline, A part for fresh water pipeline, condensate or waste pipe, cooling water pipeline and/or hot water pipeline.The connection of wet spaces is example As outlet and inlet fitting and the water pipe being associated with sanitary installation.

Traditionally, space cell is hierarchically arranged on floating structure, is supported on deck structure, and wherein said elements connect It is connected in the deck structure penetrator being present in service facility.Often assemble between these elements and deck structure penetrator Flexible joint part.Service facility traditionally has the bottom flushing with deck level.Deck structure penetrator is connected to layer Between extend tubing on.

Which results in the case of related to the leakage of pipeline, pipe joint and deck structure penetrator, water is along deck The deck level of structure overflows, i.e. the actual region crossing over space cell and encircling space unit, the such as bottom with deck level The passage that portion flushes.The base plate of deck level or space cell is generally covered by various types of base plates, laminate, carpet etc., So that leakage was spilled over to even more big region before being detected.This then leads to time-consuming and expensive repair work.

In addition, the base arrangement of the wet spaces in space cell is generally elevated, thus waste water can be made due to gravity Each from wet spaces sets towards bottom (it is also flushed with the deck structure as mentioned above) service of being expelled to of service facility Apply in the deck structure penetrator existing for bottom.Discharge line is assemblied in below the backplate surface of base arrangement, in humidity There is in space given height.In other words, drain pipe needs enough gradients.Additionally, the base plate raised of wet spaces Structure hinders the motion within space cell to a certain extent.

This base arrangement raised of wet spaces another consequence is that the height that increased space cell, thus for sky Between unit and wet spaces provide enough ceiling heights, meet the related regulations of industry and standard.Therefore, in floating structure Between decks distance must be sufficiently large, thus providing enough for space cell and its wet spaces between deck structure The spacing of vertical direction.Because the relevant total height of floating structure limits, increased between decks distance limit deck knot The quantity of structure.As a typical example, for example, can be mentioned that cruise ship, it is typically configured to including cabin as much as possible (space cell), i.e. deck structure actually as much as possible, for supporting cabin.Cruise ship and other floating structure Highly there is the restriction related to the degree of stability of such as floating structure.The quantity in the cabin on cruise ship causes cruise affairs The difference of economic aspect.Space cell can be also such as bathroom or other space, and it is not empty with actual cabin or other daily life Between connect.

US4,622,911 disclose the solution being provided with outside bobbin carriage situation in bathroom, and outside bobbin carriage is arranged on first Below plate plane.This scheme does not provide any device for monitoring or control leaks from bathroom or its connection.

Content of the invention

It is an object of the invention to provide a kind of floating structure, the problems referred to above are eliminated by it, and tied for floating by it Structure provides a kind of space cell arrangement, and it is all as far as possible from the point of view of the visual angle of floating structure and the visual angle of space cell daily life person Have functional.This purpose is realized using floating structure according to claim 1.

The basic thought of the present invention is the actual height using deck structure, thus can manage any from wet spaces Leakage or minimizing headroom.

This passes through the external service facility being associated the base arrangement of the wet spaces in space cell or space cell Bottom and the external service facility being associated with space cell bottom be arranged on lower than the deck level of deck structure Plane at realizing.In the case that the bottom of outside service facility just extends below the deck level of deck structure, Any possible leakage will be limited in the boundary of service facility, be most likely to occur leakage point herein.In alternative, tide Wet space is lowered in itself, all leakage points, and even more rare leakage point can be monitored and control, and advantageously leads to The sinking of Ship Structure.This is realized by providing the surface region declining, and it at least carrys out shape by the bottom of external service facility Become, bottom carries leak detector, monitor any leakage occurring in the surface region of the recess declining whereby, recess is at least To be formed by the bottom of external service facility, or to carry soil pipe, wherein to occur in the surface region of the recess declining Any leakage is directed to soil pipe, and recess at least to be formed by the bottom of external service facility, and in other words, leakage is by sewage Pipe receives, and discharges for further.In the alternative referring to, the surface region of decline will be moist empty by decline Between base arrangement and external service facility bottom being formed.

This scheme also can make the height of the base arrangement of wet spaces reduce, because having descended to below deck level The bottom of external service facility provide enough gradients, for guaranteeing that the water from wet spaces flows out.In wet spaces Base arrangement preferably integrally also extend in the case of the given plane below deck level, all possible leak will It is limited in the boundary of wet spaces and service facility.In addition, if the backplate surface of the base arrangement of wet spaces and first Plate planes align, then this arrangement also can make between decks distance reduce.Therefore can reduce as needed or humidity is completely eliminated The threshold level of the remainder with respect to space base plate for the space.

Deck structure is preferably provided with least one recess, and it has depth with external service facility or the depth of wet spaces Spend corresponding width.Recess thus can be continuous recess, it has the width corresponding with the depth of external service facility Or the width corresponding with the depth of wet spaces, continuously extend on deck structure, for example in ship laterally or longitudinally Side upwardly extends.The surface region declining will be formed by continuous recess in this case.

In the form of groove, it has wall and bottom to recess, wherein can advantageously accommodate any letting out using the border of recess Leakage.

Said one recess also can be designed with the surface region with the bottom of external service facility or the bottom with wet spaces The hardened structure region corresponding with the aggregate surface region of the bottom of external service facility.Also preferably select recess size, Thus the tide of corresponding or adjacent with several space cell of the external service facility of the space cell adjacent with several Wet space and service facility are corresponding.

Form in the recess in deck structure thus define groove, it has wall and bottom, and wherein bottom defines decline Surface region.Therefore, any leakage may be housed in recess area, and the region of recess area can be with the bottom of external service facility Portion is corresponding, and combination zone is corresponding with the bottom of external service facility and the base arrangement of wet spaces, or in these A bit.Recess can be further referred as continuous recess, itself thus define the groove along deck structure, it has external service facility Bottom or wet spaces the corresponding width of base arrangement.

In these embodiments any, advantages below can be provided either individually or in combination：I () any leakage can be controlled System is so as to will not spread out outside recess；(ii) any leakage can be monitored using leak detector, and leak detector can according to offer The position of good control and be positioned on the bottom of recess；(iii) any leakage can be guided on soil pipe, and soil pipe can basis Optimally-controlled position is provided to be positioned on the bottom of recess；(iv) any leakage in service facility or wet spaces is even Can be controlled together, if they are positioned at position away from each other；(v) embodiment also allows for reducing between decks distance, or Person needs to increase the free height of wet spaces either individually or in combination in this case.

The external service facility being associated with the wet spaces of space cell is preferably suitable for tying including at least one deck Structure penetrator.Placed adjacent one another in such as two spaces unit, so that its wet spaces and outside clothes associated therewith In the case that business facility abuts against each other and be adjacent, external service facility is preferably provided with single public deck structure penetrator. This dramatically reduces deck structure penetrator and the quantity of soil pipe system associated therewith.

Advantageously, space cell can be such as cabin, living space, public space or bathroom.

Further preferred embodiment of the present invention is given in claim 2-7.Claim 8 13 gives The method according to the invention.

Brief description

Only the present invention is more fully described by example now with reference to attached schematic diagram, wherein：

Fig. 1 shows floating structure with schematic diagram,

Fig. 2 show in perspectives deck assembly,

Fig. 3 a and 3b shows the first embodiment of the present invention,

Fig. 4 a and 4b shows the variant of the first embodiment of the present invention,

Fig. 5 a and 5b shows the second embodiment of the present invention,

Fig. 6 shows the third embodiment of the present invention,

Fig. 7 shows the fourth embodiment of the present invention,

Fig. 8 shows the another variant of the first embodiment of the present invention.

Fig. 9 shows the variant of the second embodiment of the present invention,

Figure 10 shows the alternatively or additionally embodiment of the present invention,

Figure 11 shows the details variant of Figure 10, and

Figure 12 shows the fifth embodiment of the present invention.

Specific embodiment

In FIG, floating structure is represented by the reference numeral 1.For example, floating structure can be water carrier, such as ship or drilling well Platform or another this structure.Subsequently described mainly related to ship embodiment therefore will also apply to common floating knot Structure.

Floating structure 1 (for example cruise ship) includes shell 100, is assembled with deck structure, deck structure includes deck level 21 (Fig. 2), and accommodate the space cell 3 of several at least part of equipments.Space cell can be being built on-site or prefabricated. In outside service facility 5, build daily life tubing 9 outside the border (wall) of space cell 3, some of which is related to sky Between unit 3 inside furniture furnishings.Tubing 9 passes through external service facility, and between the deck structure of layering setting Extend, wherein tubing 9 passes through deck structure (Fig. 2) by deck structure penetrator 7.Service facility 5 is generally arranged at The outside of the wall 4 of wet spaces 6 (Fig. 2) of space cell 3.Typical tubing 9 includes the grey water pipe of such as floating structure Road, Heisui River pipeline, fresh water pipeline, condensate or waste pipe, cooling water pipeline or hot water pipeline.These tubings are on the one hand It is easy to leak with the connection of deck structure penetrator with the wet spaces of space cell and another aspect.In addition, space is single The wet spaces of unit may pass through the base arrangement 61 (Fig. 3 a, 4a, 5a) of wet spaces 6 or the bottom 51 (figure of service facility 5 3a, 4a, 5a) and occur directly to move the leakage to deck level 21.The solution of the present invention be intended for eliminate for Prior art typically this problem.

Space cell can be also such as bathroom or another suitable space, such as public space, its not with actual cabin Or other living space is connected.Generally it is similar to this space and be additionally provided with service facility.

Fig. 2 shows an example of deck structure, and it includes the deck level 21 of floating structure.Deck structure is pacified Fill several space cells 3 and be used for its wet spaces 6.The configuration of commonly used space cell makes adjacent sky Between the wet spaces 6 of unit 3 be positioned at and abut against each other or adjacent position.External service facility 5 is generally arranged at wet spaces Wall 4 outside so that the outside service facility 5 existing of wet spaces 6 also abuts against each other or adjacent.Fig. 2 also show first How the bottom 51 (Fig. 3 a, 4a, 5a) together with each service facility 5 is configured for hardened structure penetrator 7.These will below Reference picture 3a 5b is discussed in more detail, and Fig. 3 a 5b shows various embodiments of the present invention.

Space cell can be also such as bathroom or another suitable space, such as public space, its not with actual cabin Or other living space is connected.Generally it is similar to this space and be provided with service facility.

Fig. 3 a and 3b shows the first embodiment of the present invention.Fig. 3 a and 3b shows the first embodiment of the present invention.Figure 3a and 3b shows the wet spaces 6 of the adjacent of the space cell adjacent for two or relative localization, more specifically moist The base arrangement 61 in space 6.Two wet spaces 6 are designed with external service facility 5, and it is also be set up in parallel as mentioned above. The bottom of each service facility 5 is represented by label 51.In this embodiment, deck structure 2 is formed with recess 22, its with two The aggregate surface region of the bottom 51 of service facility 5 is corresponding so that the bottom of adjacent service facility extends to deck structure 2 Specific plane below 21 for the deck level.In other words, the bottom of adjacent service facility 5 is with respect to the deck of deck structure 2 Plane 21 is to decline.Decline surface region A thus will be formed by the bottom of two adjacent service facilities 5.

The base arrangement 61 of wet spaces 6 is arranged on the top of the deck level 21 of deck structure 2.Base arrangement 61 is usual There is the height h1 of about 150 mm.Deck structure 2 generally has the height h2 of about 300-500 mm.Service facility 5 has Bottom 51, it is located at deck level 21 plane given below of deck structure 2, that is, bottom 51 drop to deck level 21 with Lower given depth s1, such as about 60 mm.The base arrangement 61 raised that drain pipe is assemblied in wet spaces (has given Height) backplate surface below.Drain pipe needs there is enough gradients, for guaranteeing the outflow of water.

The position of the bottom 51 of service facility 5 declining provides towards the deck structure being present at service facility bottom Enough gradients of penetrator 7, accordingly ensure that water is from the discharge of wet spaces.Thus, recess 22 present in deck structure 2 is made Shape for groove, it has wall and bottom, itself thus match with the aggregate surface region of service facility bottom.Thus, following table Face region A will form in described groove.Therefore, any possible leakage can accommodate and be collected in described groove.

This embodiment is realized using two groups of deck structure penetrator 7.Various tubings 9 pass through deck assembly Penetrator 7, wherein drain pipe 8 are extended outside base arrangement 61, and are set to by normally closed plumbing installation (not shown) It is connected on special soil pipe (Heisui River pipe, grey water pipe etc.).The drain pipe being connected by normally closed plumbing installation and sewage The variable amounts of pipe.

Thus according to the present invention, the leak position in service facility and deck structure penetrator will occur mostly in compares first The lower plane of plate plane, that is, at the bottom 51 of service facility 5, any of which leakage may be housed in the border of service facility.

Leakage can be dried or be guided at the soil pipe in service facility.Service facility region can also be provided with leak detection Device, for monitoring any leakage (being discussed in more detail with reference to Fig. 8-10).

The base arrangement 61 of wet spaces 6 may also provide more precipitous gradient, because the bottom of service facility is in compares first The lower plane of plate plane.

In this embodiment it is impossible to reduce between decks distance.

The base arrangement of wet spaces can be made to be also reduced by however, the bottom of service facility is reduced to below deck level, Thus can ensure that enough gradients for conducting water to service facility.Therefore, the reduction of base arrangement can be used as providing more The method of little between decks distance.Even with by the base arrangement of wet spaces reduce little to about 30 mm, wet spaces Height itself is without limitation between decks distance.In this case, the height of between decks distance by the height of space cell and When space cell is arranged on deck structure, required associated transportation highly to determine.

Fig. 4 a and 4b shows the variant of the first embodiment of the present invention.Fig. 4 a and 4b shows first enforcement of the present invention Example.Fig. 3 a and 3b shows the wet spaces 6 of the adjacent of the space cell adjacent for two or relative localization, more specifically The base arrangement 61 of wet spaces 6.Two wet spaces 6 are designed with external service facility 5, and it is also to be set up in parallel as mentioned above 's.Each service facility 5 has the bottom being represented by label 51.In this embodiment, deck structure 2 is formed with recess 22, It is corresponding with the aggregate surface region of the bottom 51 of two service facilities 5 so that the bottom of adjacent service facility extends to first Specific plane below 21 for the deck level of hardened structure 2.In other words, the bottom of adjacent service facility is with respect to deck structure 2 deck level 21 is to decline.Decline surface region A thus will be formed by the bottom of two adjacent service facilities 5.

The base arrangement 61 of wet spaces 6 is arranged on the top of the deck level 21 of deck structure 2.Base arrangement 61 is usual There is the height h1 of about 150 mm.Deck structure 2 generally has the height h2 of about 300-500 mm.Service facility 5 has Bottom 51, it is located at a certain plane below 21 for the deck level of deck structure 2, that is, bottom 51 drop to deck level 21 with Lower given depth s1, such as about 60 mm.Drain pipe is assemblied in the bottom of the base arrangement 61 (having given height) raised Below plate surface.Drain pipe needs there is enough gradients, for guaranteeing the outflow of water.

The position of the bottom 51 of service facility 5 declining provides towards the public deck being present at service facility bottom Enough gradients of structure penetrator 7, accordingly ensure that water is from the discharge of wet spaces.Thus, recess present in deck structure 2 22 shape as groove, and it has wall and bottom, itself thus corresponding with the combination bottom of service facility.Thus, the table of decline Face region A will form in described groove.Therefore, any possible leakage can accommodate and be collected in described groove.

This embodiment is only realized using a public deck structure penetrator 7.Various tubings 9 pass through deck to tie Structure penetrator 7, wherein drain pipe 8 are extended outside base arrangement 61, and are set to by normally closed plumbing installation (not shown) And be connected on special soil pipe (Heisui River pipe, grey water pipe etc.).The drain pipe being connected by normally closed plumbing installation and dirt The variable amounts of water pipe.

The position of the bottom 51 of service facility 5 declining can make the wet spaces of the space cell from two adjacent positioned for the water 6 guide to public deck structure penetrator 7.Compared to having the side specifying the deck structure penetrator for each wet spaces For case (embodiment of Fig. 3 a and 3b), public deck structure penetrator 7 is positioned at from the farther position of each wet spaces, but The position of the bottom 51 of service facility 5 declining still can be for extending towards deck structure penetrator from each wet spaces Enough gradients realized by discharge line 8, although deck structure penetrator is positioned at from the farther position of each wet spaces.

First, in fact, this to provide required deck structure penetrator quantity on ship more special than each wet spaces The less advantage of deck structure penetrator quantity.One tubing being more significantly advantageous in that in floating structure 9 (figure 1) quantity can clearly be reduced.For example on the cruise ship with thousand of cabins and multiple deck, reduce tubing Quantity cause and reduce installment work and maintenance associated therewith, reduce the weight thus born and reduce potential letting out The significant difference of leakage position aspect.

Equally in this embodiment, it is present in the big portion in potential leak position in service facility and deck structure penetrator Office is in the plane lower than deck level, thus so that any leakage is contained in the border of service facility.

The base arrangement of wet spaces can be made also to be dropped as described above, the bottom of service facility is reduced to below deck level Low, thus can ensure that enough gradients for conducting water to service facility.Therefore, the reduction of base arrangement can be used as providing The method of less between decks distance.Even with by the base arrangement of wet spaces reduce little to about 30 mm, wet spaces Height itself without limitation between decks distance.In this case, the height by space cell for the height of between decks distance When being arranged on deck structure with space cell, required associated transportation highly to determine.

Fig. 5 a and 5b shows the second embodiment of the present invention.Fig. 5 a and 5b shows the space cell adjacent for two The adjacent or wet spaces 6 that are oppositely arranged, the more specifically base arrangement 61 of wet spaces 6.Two wet spaces 6 all set There is external service facility 5, it is also be set up in parallel as mentioned above.The bottom of each service facility 5 is represented by label 51.

In this embodiment, deck structure 2 is formed with recess 22, and it is combined with the base arrangement 61 of wet spaces 6 The aggregate surface region of the bottom 51 of surface region and service facility 5 corresponding so that the base arrangement of adjacent wet spaces Extend to deck level specific plane below 21 of deck structure 2 with the bottom of adjacent service facility.In other words, adjacent tide The bottom of the base arrangement in wet space and adjacent service facility 5 is to decline with respect to the deck level 21 of deck structure 2.This meaning The bottom of base arrangement and service facility that taste wet spaces drops at deck level 21 depth s2 given below.Cause And, the recess 22 being present in deck assembly is formed as groove, and it has wall and bottom, and it is therefore equivalent to by wet spaces Base arrangement and service facility bottom composition joint bottom.This can make possible leakage accommodate and be collected in this groove In.Decline surface region A thus will be formed by the bottom of the adjacent service facility 5 of two in described groove.

Therefore, the base arrangement 61 of wet spaces 6 has the base plate plane flushing with deck level 21, and wet spaces 6 base arrangement 61 has its bottom, and service facility 5 has the bottom being at the given plane of the following identical of deck level Portion.This guarantees space cell 3, and all potential leak position of especially those wet spaces 6 is all positioned at than deck level 21 more Low plane.Therefore, all possible leakage can be fully accommodated in the region of decline, which form surface region A of decline.

This embodiment is realized using two deck assembly penetrator 7.Various tubings 9 pass through deck structure Penetrator 7, wherein drain pipe 8 are extended outside the base arrangement 61 of wet spaces 6, and are set to by normally closed plumbing installation (not shown) and be connected on special soil pipe (Heisui River pipe, grey water pipe etc.).This configuration is corresponding with Fig. 3 a and 3b.Logical Cross the variable amounts of the normally closed drain pipe of plumbing installation connection and soil pipe.

In the case of this embodiment, can also be joined using only one above with reference to described in the embodiment of Fig. 4 a and 4b Close deck structure penetrator.This can realize the identical benefit obtained in this embodiment in a similar manner.

Base arrangement 61 has the height h1 of generally about 150 mm, and deck structure has generally about 300 500 The height h2 of mm.Therefore although the bottom 51 of the base arrangement 61 of wet spaces 6 and service facility 5 all drops to deck structure 2 In middle built recess 22, but this will not interfere significantly on the attribute required for deck structure.The base arrangement of wet spaces Would be about 150 mm with above-mentioned depth s2 that the bottom of service facility is declined, thus the height h1 phase with base arrangement Join.

In addition, under threshold level between this base arrangement that can make wet spaces and the remainder in space cell region Drop or be completely eliminated.In fact, this also make the between decks structure of reservation unique constraint face be space cell height and peace Associated transportation height required for time space unit in shipped on deck structure.

With reference to above-described embodiment, the recess 22 built in deck structure 2 is designed to be equal to service facility bottom 51 Surface region, or the aggregate surface region being equal to the bottom 51 of the base arrangement 61 of wet spaces 6 and service facility 5.Separately Outward, these examples disclose a kind of arrangement, and wherein space cell is arranged in pairs, alongside one another, its center dant certainly with two phases The bottom aggregate surface region of adjacent service facility is corresponding, or the base arrangement of wet spaces adjacent with two and two The aggregate surface region of the bottom of adjacent service facility is corresponding, and service facility arranges and is connected between wet spaces.

Recess may be additionally configured to for more or less continuously extending in the whole length or depth of deck structure, that is, exist On the longitudinal direction of ship deck structure or horizontal direction, this depends on the various concrete cloth of the space cell on deck structure Put.This will be described below in reference to Fig. 6 and 7.

Fig. 6 shows the third embodiment of the present invention, and wherein deck structure 2 is formed with continuous recess 221, and it includes State the bottom of wall and recess, form so-called combination leakage grooves, it continuously extends along deck structure 2.Two adjacent skies Between the wet spaces 6 of unit 3 and service facility 5 be arranged between space cell in aspectant mode.External service facility 5 has There is specific depth, it is represented by label s3.Thus, surface region A of decline will form in described groove.

The continuous recess 221 built in deck structure 2 has the width corresponding with depth s3 of service facility 5 L1.If for example, space cell is so-called no floor space unit, then continuous recess 221 stays open, empty with humidity Between 6 side by side.The open position causing can be covered with bridging component 23, such as plate, and it therefore instead of stays outside deck structure 2 The part of the deck level 21 in face, it is for this part by a part for the base plate of composition space cell 3.In this example One bridging component 23 of middle presence.The quantity of these bridging components can be selected as needed (for example, in the embodiment of Fig. 7 In, the quantity of bridging component is 2).For example, this arrangement can be applied in conjunction with the embodiment of Fig. 3 a-4b.

As described in above in conjunction with Fig. 3 a 5b, leakage can be dried or be guided to soil pipe, and soil pipe is arranged on service and sets In applying or continuous recess 221 any pre-position, form surface region A of described decline.Form the surface of described decline The service facility region of region A or continuous recess 221 can also be provided with leak detector, for monitoring any leakage (with reference to figure 8-10 is discussed in more detail).

Fig. 7 shows the fourth embodiment of the present invention, and wherein deck structure 2 is formed with continuous recess 222, and it includes State the bottom of wall and recess, form so-called combination leakage grooves, it continuously extends along deck structure 2.Two adjacent skies Between the wet spaces 6 of unit 3 and external service facility 5 be arranged between space cell in aspectant mode.Wet spaces 6 have There is specific depth, it is represented by label s4.Depth s3 of service facility is less than depth s4 of wet spaces.Thus, decline Surface region A will form in described groove.

The continuous recess 222 built in deck structure 2 has the width corresponding with depth s3 of wet spaces 6 L2.If for example, space cell is so-called no floor space unit, then continuous recess 222 stays open, empty with humidity Between 6 side by side.The open position causing can be covered with bridging component 23, such as plate, and it therefore instead of stays outside deck structure 2 The part of the deck level 21 in face, it is for this part by a part for the base plate of composition space cell 3.In this example Two bridging components being arranged side by side 23 of middle presence.The quantity of these bridging components can be selected as needed (for example, in figure In 6 embodiment, the quantity of bridging component is 1).For example, this arrangement can be applied in conjunction with the embodiment of Fig. 5 a-5b.

As described in above in conjunction with Fig. 3 a 5b, leakage can be dried or be guided to soil pipe, and soil pipe is arranged on service and sets In applying or at any desired location of continuous recess 222, form surface region A of described decline.Service facility region or continuous Any desired location of recess 222 can also be provided with leak detector, (is discussed in more detail with reference to Fig. 8-10 for monitoring leakage State).

Show that Fig. 6 and 7 embodiment include two groups of deck structure penetrator 7.It is apparent that as with reference to Fig. 4 a and 4b institute State, public deck structure penetrator will be also enough.

The leakage monitoring of service facility will be discussed in more detail referring to Fig. 8-10 and guide to the leakage of soil pipe, such as Described in combination Fig. 3 a-7 above.

Fig. 8 shows the another variant of first embodiment as shown in Figure 3 a and 3b shown, its apply also for reference to Fig. 4 a and The embodiment that 4b is discussed.

As described above, passing through deck structure penetrator 7 or single with space from these tubings from tubing 9 (Fig. 1) Any leakage that the junction of the wet spaces 6 of unit 3 occurs or any leakage producing in other places of wet spaces 6 are drawn Lead and be collected in the region of the bottom 51 of external service facility 5, because bottom drops to plane below 21 for the deck level.In order to Monitor any this leakage, the bottom 51 forming the service facility of surface region A declining is provided with leak detector 10.Leak detector 10 can It is connected in monitoring system further, thus sending alarm when there is any leakage, thus any harm can be caused at it Before take measures process leakage.

Fig. 9 shows the variant with reference to second embodiment disclosed in Fig. 5 a and 5b.Compare with Fig. 8 and only difference is that, In this variant, the base arrangement of wet spaces and the bottom of service facility are arranged in the plane lower than deck level 21.

Figure 10 discloses a supplementary embodiment, for monitoring or controlling any occurent leakage, and can directly answer For in the embodiment discussed with reference to Fig. 3 a 5b.

This embodiment can advantageously comprise first above in conjunction with leak detector 10 optional disclosed in Fig. 8 and 9.In order to remove Leakage, that is, be derived from the water in bottom 51 region of external service facility 5, there is provided using the pipe duct of soil pipe 11 form, its connection On the bottom 51 of the service facility 5 of a deck structure 2.The bottom 51 forming surface region A declining is provided with opening 52, its It is connected directly between on soil pipe 11, soil pipe 11 extends downward on next lower deck structure 2, just terminates at next more On the plane of bottom 51 of the service facility 5 of sunken deck structure 2.This arrangement can be various in whole deck structure level Repeated between deck structure 2.

As described above, passing through deck structure penetrator 7 or single with space from these tubings from tubing 9 (Fig. 1) Any leakage that the junction of the wet spaces 6 of unit 3 occurs or any leakage producing in other places of wet spaces 6 are drawn Lead and be collected in the region of the bottom 51 of service facility 5, because bottom drops to plane below 21 for the deck level.Any this Leakage is provided for by opening in the plane of the bottom 5 of service facility 5 for the soil pipe 11 being flowed in soil pipe 11, And further towards next lower deck level, and be finally downwardly in Ship Structure, can collect herein and dispose It.Thus, along the level of deck structure 2, it is possible to provide a series of soil pipes 11, any let out for be collected in recess Leakage.

Thus, in any other degree, in conjunction with each things disclosed in Fig. 1-5b for these embodiments it is also Effectively.

Figure 11 shows the arrangement variations of the soil pipe 11 discussed with reference to Figure 10.This variant provides following soil pipe 12.The bottom 51 of external service facility is provided with opening 52, and for receiving any leakage from recess, it is dirty that leakage is incorporated into encirclement In the trap 13 of water pipe 12, soil pipe passes through the level of deck structure 2, thus defines continuous soil pipe, and it is different from knot Close the separate arrangement of deck one by one that Figure 10 is discussed.Leakage or water are flowed into service facility 5 from the bottom section of service facility 5 The opening 52 of bottom 51 in, this bottom defines surface region A of decline, and is flowed into further in trap 13, trap 13 Circulation is kept to be connected with soil pipe 12, soil pipe passes through deck structure 2 and is accordingly arranged on falling on corresponding deck structure Trap 13.Water is flowed in trap 13, and passes through soil pipe 12 further downward.Thus, structure of trap does not do detailed opinion State, because it is considered that those of skill in the art are known.The advantage of trap 13 is that it prevents any abnormal smells from the patient from dirt Water pipe 12 escapes in surrounding, more closely says and escapes into first in service facility 5, and escapes into vessel area therefrom In.

Figure 12 discloses the 5th embodiment, and it is most of corresponding with the embodiment of the Fig. 6 being discussed above.However, at this In individual embodiment, continuous groove 221 is provided with as described in connection with figure 10, or also leak detector 10 as shown in Figure 12 and dirt Water pipe 11, is alternatively provided with reference to the soil pipe 12 described in Figure 11.Leak detector and soil pipe thus be arranged on the table of decline In the A of face region.Certainly this combination type leakage management can be provided for any embodiment being discussed above.

Figure 12 also shows how that setting discharge line 8 becomes will pass through normally closed plumbing installation and is connected to tubing On 9, that is, the special soil pipe that is discussed above.

For the embodiment of Fig. 3 a 12, space cell is described as mainly cabin.Space cell also can be for for example bathing Room or another space, such as public space, it is not connected with actual cabin or any other living space.Even if this species The space of type is also typically provided with service facility.Therefore, bathroom itself can form wet spaces.

The arrangement of leak detector 10 and soil pipe 11 or soil pipe 12 can be applied to reference to Fig. 6 and 7 according to corresponding mode In the embodiment discussed.

Description and associated drawing are intended merely for clarifying the basic thought of the present invention.Thin according to the present invention Section, the quantity of the quantity of such as space cell, wet spaces and service facility and position, the recess being arranged in deck structure Size and dimension, deck structure penetrator quantity and position etc. can change in the range of following claims.

Claims

1. a kind of floating structure, including at least one deck structure (2), described at least one deck structure (2) has deck and puts down Face (21), and it is provided with least one space cell (3) on described at least one deck structure (2), described space is single Unit includes wet spaces (6), and it includes the base arrangement of assigned altitute (61), and described base arrangement (61) is provided with discharge line (8), and described space cell (3) is provided with the external service facility (5) with bottom (51), described deck structure (2) is provided with recessed Portion (22;221;222), the surface region phase at least with the bottom (51) of described external service facility (5) for the region of described recess Corresponding, the bottom (51) of external service facility (5) described in wherein at least is in described deck level (21) plane given below, It is characterized in that, the surface region (A) of the decline at least being provided by the bottom (51) of described external service facility (5) be provided with for Monitor generation in the leak detector (10) of any leakage in described recess or to be provided with for receiving generation in described recess The soil pipe (11 of any leakage;12).

2. floating structure according to claim 1 is it is characterised in that at least by the bottom of described external service facility (5) Surface region (A) place of the decline that portion (51) provides provides for described soil pipe (11;12) opening (52).

3. floating structure according to claim 1 is it is characterised in that described recess (22;221;222) adopt the shape of groove Formula, it has wall and bottom.

4. floating structure according to claim 1 it is characterised in that described deck assembly (2) in provide recess (22; 221;222) there is surface region and the described external service facility at least with the base arrangement (61) of described wet spaces (6) (5) the corresponding region of the surface region of bottom (51), and the base arrangement (61) of described wet spaces (6) and described outer The bottom (51) of portion's service facility (5) is located at described deck level (21) plane given below.

5. the floating structure according to claim 1,3 or 4 is it is characterised in that be arranged on recessed in described deck structure (2) Portion (22;221;222) there is depth (s3) with described external service facility (5) or the depth (s4) of described wet spaces (6) Corresponding width (L1；L2).

6. floating structure according to claim 1 it is characterised in that at least two space cells (3) toward each other or phase It is positioned on described deck structure (2), the external service facility (5) of described wet spaces (6) and described space cell (3) adjacently It is positioned at relative to each other or adjacent position, and the external service facility (5) of described space cell (3) is provided with least one first Hardened structure penetrator (7).

7. floating structure according to claim 1 is it is characterised in that described space cell (3) is such as cabin, daily life sky Between, public space or bathroom.

8. a kind of method for building floating structure, in the process, described floating structure (1) is provided with least one deck Structure (2), at least one space cell (3) is provided with wet spaces (6) and external service facility (5), and is arranged on described first Given position on hardened structure (2), wherein said deck structure (2) is provided with deck level (21), and described wet spaces (6) set There is the base arrangement (61) of band discharge line (8), and described external service facility (5) is provided with bottom (51), in methods described In, described space cell (3) be installed to described deck structure (2) upper before, given position in described deck structure (2) Place forms at least one recess (22;221;222), it has the table at least with the bottom (51) of described external service facility (5) The corresponding region in face region, the bottom (51) of external service facility (5) described in wherein at least is arranged on described deck level (21) at plane below it is characterised in that at least provided by the bottom (5) of described external service facility (51) described under Any leak detector (10) that leaks through that surface region (A) place of fall occurs is monitored, or is directed to soil pipe (11;12).

9. method according to claim 8 is it is characterised in that at least by the bottom of described external service facility (5) (51) define for described soil pipe (11 in the surface region (A) of the decline providing;12) opening (52).

10. method according to claim 8 is it is characterised in that described recess (22;221;222) formed in the form of groove, It has wall and bottom.

11. methods according to claim 8 are it is characterised in that form in the recess in described deck structure assembly (2) (22;221;222) have and at least set with the surface region of the base arrangement (61) of described wet spaces (6) and described external service Apply the corresponding region of the surface region of the bottom (51) of (5), and the base arrangement (61) of described wet spaces (6) and described The bottom (51) of external service facility (5) is arranged at described deck level (21) plane given below.

12. according to Claim 8, and the method described in 10 or 11 is it is characterised in that described recess (22;221;222) be formed with Corresponding width (the L1 of the depth (s4) of the depth (s3) of described external service facility (5) or described wet spaces (6)；L2).

13. methods according to claim 8, it is characterised in that at least two space cells (3) are installations arranged side by side, make Obtain the wet spaces (6) of described space cell (3) and external service facility associated therewith (5) is arranged on relative to each other or phase Adjacent position, and the external service facility (5) of described space cell (3) is provided with least one deck structure penetrator (7).