CN106458291B

CN106458291B - Floating structure

Info

Publication number: CN106458291B
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: 2018-06-15
Anticipated expiration: 2035-03-30
Also published as: JP2017509540A; EP3126215A1; CN106458291A; NO3126215T3; WO2015150633A1; EP3126215B1; PL3126215T3; KR20160140896A; ES2665346T3; HRP20180472T1

Abstract

A kind of floating structure includes at least one deck structure (2), and with deck level (21), and it is provided at least one space cell (3) above.Space cell includes the wet spaces with floor structure (61), and floor structure is equipped with discharge line (8).In addition, space cell (3) is equipped with the external service facility with bottom (51).Deck structure (2) equipped at least with the corresponding recess portion of surface region (22) of the bottom of service facility (5) (51).At least the bottom (51) of service facility (5) is in deck level (21) plane given below.In order to monitor or collect any leakage related with wet spaces, the surface of decline is provided at least through the bottom (51) of service facility (5), is equipped with leak detector (10) or sewage pipe (11).

Description

Floating structure

Technical field

The present invention relates to a kind of floating structures, and including at least one deck structure, deck structure has deck level, and At least one space cell is provided on deck structure, the space cell includes wet spaces, including assigned altitute Floor structure, floor structure be equipped with discharge line, and the space cell be equipped with the external service facility with bottom, the first Harden structure is equipped with recess portion, and region is at least corresponding with the surface region of the bottom of at least one external service facility, wherein extremely The bottom of few external service facility is in the given plane below deck level.The invention further relates to one kind for manufacturing floating knot The method of structure.

Background technology

The manufacture of floating structure, the manufacture of the construction of the space cell above it and pre-made void unit and its floating Transport and installation in formula structure are known in the prior art.Space cell can be equipped with bottom plate or they are referred to alternatively as Space cell without bottom plate.In the latter cases, the deck level of the deck structure of floating structure provides mikey bottom plate, It can be covered as needed.

The space for service facility has been built except the boundary of space cell, be equipped be connected to internal fixators and Element on the wet spaces fixator of space cell.The ash-water pipeline of these elements including such as floating structure, Heisui River pipeline, A part for fresh water pipeline, condensation water or waste pipe, cooling water pipeline and/or hot water pipeline.The connection of wet spaces is example Such as outlet and inlet fitting and water pipe 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.It is assembled often between these elements and deck structure penetrator Flexible joint component.Service facility traditionally has the bottom flushed with deck level.Deck structure penetrator is connected to layer Between in the pipe-line system that extends.

Which results in the case that with pipeline, pipe joint and deck structure penetrator leak it is relevant, water is along deck The deck level of structure overflows, i.e. the practical region across space cell and encircling space unit, such as the bottom with deck level The channel that portion flushes.The bottom plate of deck level or space cell usually by various types of bottom plates, laminate, carpet etc. covering, So that leakage is spilled over to even greater region before being detected.This then leads to time-consuming and expensive repair work.

In addition, the floor structure of the wet spaces in space cell is usually elevated, so as to making waste water due to gravity and It is set from bottom (it is also flushed as described above with deck structure) service of being expelled to of each point towards the service facility of wet spaces It applies in the deck structure penetrator present in bottom.Discharge line is assemblied in below the backplate surface of floor structure, in humidity There is given height in space.In other words, drainpipe needs enough gradients.In addition, the bottom plate raised of wet spaces Structure hinders the movement inside space cell to a certain extent.

This raise the floor structure of wet spaces is another consequence is that increase the height of space cell, so as to be sky Between unit and wet spaces provide enough ceiling heights, meet the relevant regulations of industry and standard.Therefore, in floating structure Between decks distance must be sufficiently large, so as to be provided between deck structure for the enough of space cell and its wet spaces The spacing of vertical direction.Because the related total height limitation of floating structure, increased between decks distance limit deck knot The quantity of structure.It as a typical example, such as can be mentioned that cruise ship, be 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 structures Highly there is the relevant limitation of stability with such as floating structure.The quantity in the cabin on cruise ship causes cruise affairs The difference of economic aspect.Space cell can also be such as bathroom or other spaces, not empty with practical cabin or other daily life Between connect.

US4,622,911 disclose the solution in the case where bathroom is equipped with external bobbin carriage situation, and external bobbin carriage is arranged on first Below plate plane.This scheme do not provide it is any for monitor or control from bathroom or its connection leakage device.

Invention content

The object of the present invention is to provide a kind of floating structures, eliminate the above problem by it, and be floating knot by it Structure provides a kind of space cell arrangement, is all as far as possible from the viewpoint of the visual angle of floating structure and space cell daily life person With functional.This purpose is realized using the floating structure of the present invention.

The basic thought of the present invention is the actual height using deck structure, any from wet spaces so as to manage Leakage reduces headroom.

This is by by the associated external service facility of the floor structure of the wet spaces in space cell or space cell Bottom and external service facility associated with space cell bottom be arranged on it is lower than the deck level of deck structure Plane at realize.In the case of extending below deck level of the bottom of external service facility just in deck structure, The boundary that any possible leakage will be limited in service facility, is most likely to occur leakage point herein.In the alternative, it is damp Wet space is lowered in itself, all leakage points, and even more rare leakage point can be monitored and be controlled, and advantageously cause The sinking of Ship Structure.This is realized by providing the surface region declined, at least by the bottom of external service facility come shape Into bottom carries leak detector, monitors the leakage in the surface region of any recess portion for being happened at decline whereby, recess portion is at least It is formed or with sewage pipe by the bottom of external service facility, wherein being happened in the surface region of the recess portion of decline Any leakage is directed to sewage pipe, and recess portion is at least formed by the bottom of external service facility, in other words, is leaked by sewage Pipe receives, for further discharging.In the alternative referred to, the surface region of decline will be empty by the humidity of decline Between floor structure and the bottom of external service facility formed.

This scheme can also reduce the height of the floor structure of wet spaces, because having descended to below deck level The bottom of external service facility provide enough gradients, for ensuring the water outflow from wet spaces.In wet spaces Floor structure preferably integrally also extend to the given plane below deck level in the case of, all possible leak will It is limited in the boundary of wet spaces and service facility.If in addition, the backplate surface and first of the floor structure of wet spaces Plate planes align, then this arrangement can also reduce between decks distance.Therefore it can reduce or completely eliminate as needed humidity Space relative to the rest part of space bottom plate threshold level.

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

Recess portion uses the form of slot, with wall and bottom, wherein the boundary using recess portion can advantageously accommodate any let out Leakage.

Said one recess portion can also be designed with the bottom with the surface region of the bottom of external service facility or with wet spaces The corresponding region in aggregate surface region of the bottom of harden structure and external service facility.Recess portion size is also preferably selected, So as to the tide of the space cell corresponding or adjacent with several with the external service facility of several adjacent space cells Wet space and service facility are corresponding.

The recess portion formed in deck structure thus forms slot, and with wall and bottom, wherein bottom forms 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 floor structure of wet spaces or in these one A bit.Recess portion can be further referred as continuous recess portion, the slot along deck structure thus be formd, with external service facility Bottom or wet spaces the corresponding width of floor structure.

In any of these embodiments, advantages below can be provided either individually or in combination：(i) any leakage can be controlled System, makes it not spread out except recess portion；(ii) any leakage can be monitored using leak detector, and leak detector can be according to offer most The position of good control and be located on the bottom of recess portion；(iii) any leakage can be guided on sewage pipe, and sewage pipe can basis Optimally-controlled position is provided and is located on the bottom of recess portion；(iv) any leakage in service facility or wet spaces is even It can be controlled together, if they are located in position away from each other；(v) embodiment also allow for reduce between decks distance or Person needs to increase the free height of wet spaces either individually or in combination in this case.

External service facility associated with the wet spaces of space cell is preferably suitable for including at least one deck knot Structure penetrator.It is placed adjacent one another in such as two spaces unit, so as to make its wet spaces and external clothes associated therewith Business facility abut against each other with it is adjacent in the case of, external service facility preferably be equipped with single public deck structure penetrator. This dramatically reduces deck structure penetrators and the quantity of sewage pipe system associated therewith.

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

The present invention also provides a kind of methods for building floating structure.

Description of the drawings

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

Fig. 1 shows floating structure with schematic diagram,

Deck assembly is shown in perspective in Fig. 2,

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

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

Fig. 5 a and 5b show 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. 1, 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.It is subsequently described mainly therefore to will also apply to common floating knot with the relevant embodiment of ship Structure.

Floating structure 1 (such as the ship that cruises) includes shell 100, is assembled with deck structure, and deck structure includes deck level 21 (Fig. 2), and accommodate several space cells 3 at least partly equipped.Space cell can be being built on-site or prefabricated. In external service facility 5, daily life pipe-line system 9 is built except the boundary of space cell 3 (wall), some of which is related to sky Between unit 3 inside furniture furnishings.Pipe-line system 9 passes through external service facility, and between the deck structure of layering setting Extension, wherein pipe-line system 9 pass through deck structure (Fig. 2) by deck structure penetrator 7.Service facility 5 is generally arranged at The outside of the wall 4 of the wet spaces 6 (Fig. 2) of space cell 3.Typical pipe-line system 9 includes the grey water pipe of such as floating structure Road, Heisui River pipeline, fresh water pipeline, condensation water or waste pipe, cooling water pipeline or hot water pipeline.These pipe-line systems are on the one hand Connection with the wet spaces and another aspect and deck structure penetrator of space cell is prone to leak.In addition, space is single The wet spaces of member may pass through the floor structure 61 (Fig. 3 a, 4a, 5a) of wet spaces 6 or the (figure of bottom 51 of service facility 5 3a, 4a, 5a) and the leakage being directly moved on deck level 21 occurs.The present invention solution be intended for eliminate for The typical this problem of prior art.

Space cell can also be such as bathroom or another comparable space, such as public space, not with practical cabin Or other living spaces are connected.Usually similar this space is additionally provided with service facility.

Fig. 2 shows an example of deck structure, the deck level 21 including floating structure.Pacify on deck structure Several space cells 3 and the wet spaces 6 for it are filled.The configuration of commonly used space cell causes adjacent sky Between the wet spaces 6 of unit 3 be located in and abut against each other or adjacent position.External service facility 5 is generally arranged at wet spaces Wall 4 outside so that service facility 5 existing for the outside of wet spaces 6 also abuts against each other or adjacent.Fig. 2 also shows first How harden structure penetrator 7 is configured together with the bottom 51 (Fig. 3 a, 4a, 5a) of each service facility 5.These will below It is discussed in more detail with reference to Fig. 3 a -5b, Fig. 3 a -5b show various embodiments of the present invention.

Space cell can also be such as bathroom or another comparable space, such as public space, not with practical cabin Or other living spaces are connected.Usually similar this space is equipped with service facility.

Fig. 3 a and 3b show the first embodiment of the present invention.Fig. 3 a and 3b show the first embodiment of the present invention.Figure 3a and 3b is shown for adjacent or relative positioning the wet spaces 6 of two adjacent space cells, more specifically moist The floor structure 61 in space 6.Two wet spaces 6 are designed with external service facility 5, are also what is be set up in parallel as described above. The bottom of each service facility 5 is represented by label 51.In this embodiment, deck structure 2 is formed with recess portion 22, 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 of the deck level below 21.In other words, the bottom of adjacent service facility 5 relative to deck structure 2 deck Plane 21 is to decline.The surface region A of decline will thus be formed by the bottom of two adjacent service facilities 5.

The floor structure 61 of wet spaces 6 is mounted on the top of the deck level 21 of deck structure 2.Floor structure 61 is usual Height h1 with about 150 mm.Deck structure 2 usually has the height h2 of about 300-500 mm.Service facility 5 has Bottom 51 is located at the plane given below of deck level 21 of deck structure 2, i.e., bottom 51 drop to deck level 21 with Given depth s1 down, such as about 60 mm.The floor structure 61 raised that drainpipe is assemblied in wet spaces (has given Height) backplate surface below.Drainpipe needs have enough gradients, for ensuring the outflow of water.

The position of the bottom 51 of the service facility 5 of decline is provided towards the deck structure being present at service facility bottom Enough gradients of penetrator 7, accordingly ensure that discharge of the water from wet spaces.Thus, recess portion 22 present in deck structure 2 is made It shapes for slot, with wall and bottom, thus matches with the aggregate surface region of service facility bottom.Thus, following table Face region A will be formed in the slot.Therefore, any possible leakage can be accommodated and be collected in the slot.

This embodiment is realized using two groups of deck structure penetrators 7.Various pipe-line systems 9 pass through deck assembly Penetrator 7, wherein drainpipe 8 are extended except floor structure 61, and be set as by normally closed plumbing installation (not shown) and It is connected on dedicated sewage pipe (Heisui River pipe, grey water pipe etc.).The drainpipe and sewage connected by normally closed plumbing installation The quantity of pipe can change.

Thus according to the present invention, the leak position in service facility and deck structure penetrator, which will occur mostly in, compares first At the bottom 51 of the lower plane of plate plane, i.e. service facility 5, any of which leakage may be housed in the boundary of service facility.

Leakage can be dried or be guided to the sewage pipe being set 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 floor structure 61 of wet spaces 6 may also provide more precipitous gradient, because the bottom of service facility is in than first The lower plane of plate plane.

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

Can be also reduced by the floor structure of wet spaces however, the bottom of service facility is reduced to below deck level, So as to can ensure that enough gradients are used to conduct water into service facility.Therefore, the reduction of floor structure can be used as providing more The method of small between decks distance.Even by the way that the floor structure of wet spaces is reduced as low as 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 Required associated transportation height determines when space cell is on deck structure.

Fig. 4 a and 4b show the variant of the first embodiment of the present invention.Fig. 4 a and 4b show that the first of the present invention implements Example.Fig. 3 a and 3b shown for adjacent or relative positioning the wet spaces 6 of two adjacent space cells, more specifically The floor structure 61 of wet spaces 6.Two wet spaces 6 are designed with external service facility 5, are also to be set up in parallel as described above 's.Each service facility 5 has the bottom represented by label 51.In this embodiment, deck structure 2 is formed with recess portion 22, The aggregate surface region of its bottom 51 with two service facilities 5 is corresponding so that the bottom of adjacent service facility extends to first Specific plane of the deck level of harden structure 2 below 21.In other words, the bottom of adjacent service facility is relative to deck structure 2 deck level 21 is to decline.The surface region A of decline will thus be formed by the bottom of two adjacent service facilities 5.

The floor structure 61 of wet spaces 6 is mounted on the top of the deck level 21 of deck structure 2.Floor structure 61 is usual Height h1 with about 150 mm.Deck structure 2 usually has the height h2 of about 300-500 mm.Service facility 5 has Bottom 51 is located at a certain plane of the deck level below 21 of deck structure 2, i.e., bottom 51 drop to deck level 21 with Given depth s1 down, such as about 60 mm.Drainpipe is assemblied in the bottom of floor structure 61 (having given height) raised Below plate surface.Drainpipe needs have enough gradients, for ensuring the outflow of water.

The position of the bottom 51 of the service facility 5 of decline provides direction and is present in the public deck at service facility bottom Enough gradients of structure penetrator 7, accordingly ensure that discharge of the water from wet spaces.Thus, recess portion present in deck structure 2 22 shape as slot, thus corresponding with the combination bottom of service facility with wall and bottom.Thus, the table of decline Face region A will be formed in the slot.Therefore, any possible leakage can be accommodated and be collected in the slot.

This embodiment is only realized using a public deck structure penetrator 7.Various pipe-line systems 9 are tied across deck Structure penetrator 7, wherein drainpipe 8 are extended except floor structure 61, and are set as through normally closed plumbing installation (not shown) And it is connected on dedicated sewage pipe (Heisui River pipe, grey water pipe etc.).The drainpipe connected by normally closed plumbing installation and dirt The quantity of water pipe can change.

The position of the bottom 51 of the service facility 5 of decline can make water from the wet spaces of the space cell of two adjacent positioneds 6 guide to public deck structure penetrator 7.Compared to the side for specifying the deck structure penetrator for each wet spaces For case (embodiment of Fig. 3 a and 3b), public deck structure penetrator 7 is located in the position farther from each wet spaces, but The position of the bottom 51 of the service facility 5 of decline still can be for extending from each wet spaces towards deck structure penetrator Discharge line 8 realizes enough gradients, although deck structure penetrator is located in the position farther from each wet spaces.

First, in fact, this to provide required deck structure penetrator quantity on ship more special than each wet spaces The smaller advantage of deck structure penetrator quantity.One (figure of pipe-line system 9 being more significantly advantageous in that in floating structure 1) quantity can be reduced clearly.Such as on the cruise ship with thousands of a cabins and multiple decks, pipe-line system is reduced Quantity cause and reduce installment work and associated therewith safeguard, reduce the weight thus born and reduce potential let out Leak the significant difference in terms of position.

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

As described above, the bottom of service facility is reduced to below deck level the floor structure of wet spaces can also dropped It is low, so as to can ensure that enough gradients are used to conduct water into service facility.Therefore, the reduction of floor structure can be used as providing The method of smaller between decks distance.Even by the way that the floor structure of wet spaces is reduced as low as about 30 mm, wet spaces Height in itself without limitation between decks distance.In this case, the height that the height of between decks distance passes through space cell Required associated transportation height determines during with space cell on deck structure.

Fig. 5 a and 5b show the second embodiment of the present invention.Fig. 5 a and 5b are shown for two adjacent space cells The adjacent or floor structure 61 of wet spaces 6, more specifically wet spaces 6 that is oppositely arranged.Two wet spaces 6 are all set There is external service facility 5, be also what is be set up in parallel as described above.The bottom of each service facility 5 is represented by label 51.

In this embodiment, deck structure 2 is formed with recess portion 22, the combination with the floor structure 61 of wet spaces 6 The aggregate surface region of the bottom 51 of surface region and service facility 5 is corresponding so that the floor structure of adjacent wet spaces Deck level specific plane below 21 of deck structure 2 is extended to the bottom of adjacent service facility.In other words, adjacent tide The floor structure in wet space and the bottom of adjacent service facility 5 are to decline relative to the deck level 21 of deck structure 2.This meaning The bottom of floor structure and service facility that taste wet spaces is dropped at the depth s2 given below of deck level 21.Cause And the recess portion 22 being present in deck assembly is formed as slot, with wall and bottom, is therefore equivalent to by wet spaces Floor structure and service facility bottom composition joint bottom.This can make possible leakage accommodate and collect in this slot In.The surface region A of decline will thus be formed by the bottom of the adjacent service facility 5 of two in the slot.

Therefore, the floor structure 61 of wet spaces 6 has the base plate plane flushed with deck level 21, and wet spaces 6 floor structure 61 has its bottom, and service facility 5 has the bottom at deck level given plane same as below Portion.This ensures space cell 3, and all potential leak positions of especially those wet spaces 6 are all located in than deck level 21 more Low plane.Therefore, all possible leakage can be fully accommodated in the region of decline, and which form the surface region A of decline.

This embodiment is realized using two deck assembly penetrators 7.Various pipe-line systems 9 pass through deck structure Penetrator 7, wherein drainpipe 8 are extended except the floor structure 61 of wet spaces 6, and are set as through normally closed plumbing installation (not shown) and be connected on dedicated sewage pipe (Heisui River pipe, grey water pipe etc.).This configuration is corresponding with Fig. 3 a and 3b.It is logical Crossing the normally closed drainpipe of plumbing installation connection and the quantity of sewage pipe can change.

In the case of this embodiment, only one can also be used to join 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.

Floor structure 61 has the generally about height h1 of 150 mm, and deck structure has generally about 300-500 The height h2 of mm.Therefore, although the floor structure 61 of wet spaces 6 and the bottom 51 of service facility 5 all drop to deck structure 2 In middle built recess portion 22, but this will not significantly affect the required attribute of deck structure.The floor structure of wet spaces 150 mm are would be about with the above-mentioned depth s2 that the bottom of service facility is declined, so as to the height h1 phases with floor structure Match.

In addition, this can make under the threshold level between the floor structure of wet spaces and the rest part in space cell region It drops or completely eliminates.In fact, the unique constraint face of this between decks structure for also making reservation is the height and peace of space cell Space cell required associated transportation height when in shipped on deck structure.

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

Recess portion may be additionally configured in the whole length or depth of deck structure more or less continuously extending, that is, exist On the longitudinal direction or horizontal direction of ship deck structure, this depends on the various specific cloth of the space cell on deck structure It puts.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 portion 221, including upper The bottom of wall and recess portion is stated, so-called combination leakage grooves is formed, continuously extends along deck structure 2.Two adjacent skies Between unit 3 wet spaces 6 and service facility 5 be arranged between space cell in a manner of aspectant.External service facility 5 has There is specific depth, represented by label s3.Thus, the surface region A of decline will be formed in the slot.

The continuous recess portion 221 built in deck structure 2 has the corresponding width of depth s3 with service facility 5 L1.If for example, space cell is so-called no bottom plate space cell, then continuous recess portion 221 stays open, with humidity sky Between 6 side by side.Caused by open position can be covered with bridging component 23, such as plate, therefore instead of staying in outside deck structure 2 The part of the deck level 21 in face will form a part for the bottom plate of space cell 3 for the part.In this example It is middle that there are a bridging components 23.The quantity of these bridging components can be selected as needed (for example, in the embodiment of Fig. 7 In, 2) quantity of bridging component is.For example, this arrangement can be applied with reference to 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 into sewage pipe, and sewage pipe is arranged on service and sets In applying or any pre-position of continuous recess portion 221 forms the surface region A of the decline.Form the surface of the decline The service facility region of region A or continuous recess portion 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 portion 222, including upper The bottom of wall and recess portion is stated, so-called combination leakage grooves is formed, continuously extends along deck structure 2.Two adjacent skies Between unit 3 wet spaces 6 and external service facility 5 be arranged between space cell in a manner of aspectant.Wet spaces 6 have There is specific depth, represented by label s4.The depth s3 of service facility is less than the depth s4 of wet spaces.Thus, decline Surface region A will be formed in the slot.

The continuous recess portion 222 built in deck structure 2 has the corresponding width of depth s3 with wet spaces 6 L2.If for example, space cell is so-called no bottom plate space cell, then continuous recess portion 222 stays open, with humidity sky Between 6 side by side.Caused by open position can be covered with bridging component 23, such as plate, therefore instead of staying in outside deck structure 2 The part of the deck level 21 in face will form a part for the bottom plate of space cell 3 for the part.In this example It is middle that there are two bridging components 23 arranged side by side.The quantity of these bridging components can be selected as needed (for example, scheming In 6 embodiment, 1) quantity of bridging component is.For example, this arrangement can be applied with reference to 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 into sewage pipe, and sewage pipe is arranged on service and sets In applying or at any required position of continuous recess portion 222, the surface region A of the decline is formed.Service facility region is continuous Any required position of recess portion 222 can also be provided with leak detector, (be discussed in more detail with reference to Fig. 8-10 for monitoring leakage It states).

Show that the embodiment of Fig. 6 and 7 includes two groups of deck structure penetrators 7.It is apparent that as with reference to Fig. 4 a and 4b institutes It states, public deck structure penetrator also will be enough.

The leakage monitoring of service facility and the leakage of guiding to sewage pipe will be discussed in more detail referring to Fig. 8-10, such as Above with reference to described in Fig. 3 a-7.

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

It is as described above, single by deck structure penetrator 7 or from these pipe-line systems and space from pipe-line system 9 (Fig. 1) Any leakage or drawn in any leakage that other places of wet spaces 6 generate that the junction of the wet spaces 6 of member 3 occurs It leads and collects in the region of the bottom 51 of external service facility 5, because bottom drops to plane of the deck level below 21.In order to Any this leakage is monitored, the bottom 51 for forming the service facility of the surface region A of decline is equipped with leak detector 10.Leak detector 10 can It is further connected in monitoring system, so as to sending out alarm when any leakage occurs, so as to cause any to endanger it at it Before take measures processing leakage.

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

Figure 10 discloses a supplement embodiment, for monitoring or controlling any occurent leakage, and can directly answer For combining in the embodiment that Fig. 3 a -5b are discussed.

This embodiment can be advantageously comprised first above in conjunction with leak detector 10 optional disclosed in Fig. 8 and 9.In order to remove Leakage, the i.e. water from 51 region of the bottom of external service facility 5, provide the pipe duct using 11 form of sewage pipe, connect On the bottom 51 of the service facility 5 of a deck structure 2.The bottom 51 for forming the surface region A declined is equipped with opening 52, Be connected directly between on sewage pipe 11, sewage pipe 11 is extended downward on next lower deck structure 2, just terminate at it is next more On the plane of the bottom 51 of the service facility 5 of sunken deck structure 2.This arrangement can be various in entire deck structure level It is repeated between deck structure 2.

It is as described above, single by deck structure penetrator 7 or from these pipe-line systems and space from pipe-line system 9 (Fig. 1) Any leakage or drawn in any leakage that other places of wet spaces 6 generate that the junction of the wet spaces 6 of member 3 occurs It leads and collects in the region of the bottom of service facility 5 51, because bottom drops to plane of the deck level below 21.It is any this Leakage is provided for being flowed into sewage pipe 11 by opening of the sewage pipe 11 in the plane of the bottom of service facility 55, And further towards next lower deck level, and finally it is downwardly into Ship Structure, collect here and disposes It.Thus, along the level of deck structure 2, it is possible to provide a series of sewage pipes 11 are collected any in recess portion and let out for receiving Leakage.

In this regard, in any other degree, each things is also for these embodiments with reference to disclosed in Fig. 1-5b Effectively.

Figure 11 shows the arrangement variations of sewage pipe 11 discussed with reference to Figure 10.This variant provides following sewage pipe 12.The bottom 51 of external service facility is equipped with opening 52, and for receiving any leakage from recess portion, it is dirty that leakage is introduced into encirclement In the trap 13 of water pipe 12, sewage pipe passes through the level of deck structure 2, thus forms continuous sewage pipe, is different from knot Close the separated arrangement of deck one by one that Figure 10 is discussed.The bottom section of leakage or water from service facility 5 is flowed into service facility 5 Bottom 51 opening 52 in, which forms the surface region A of decline, and is further flowed into trap 13, trap 13 Circulation connection is kept with sewage pipe 12, sewage pipe passes through deck structure 2 and is correspondingly arranged on falling on corresponding deck structure Trap 13.Water is flowed into trap 13, and is further passed down through sewage pipe 12.In this regard, structure of trap does not do detailed opinion It states, because it is considered known to those of skill in the art.The advantages of trap 13 is that it prevents any smell from dirt Water pipe 12 is escaped into ambient enviroment, is more closely said and is escaped into first in service facility 5, and escapes into vessel area therefrom In.

Figure 12 discloses the 5th embodiment, and the embodiment of most of Fig. 6 with being discussed above is corresponding.However, at this In a embodiment, continuous slot 221 is equipped 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 equipped with the sewage pipe 12 with reference to described in Figure 11.Leak detector and sewage pipe are thus arranged on the table of decline In the A of face region.This combined type leakage management can be provided certainly for any embodiment being discussed above.

Figure 12 also shows how that setting discharge line 8 is connected to pipe-line system into will pass through normally closed plumbing installation On 9, that is, the dedicated sewage pipe that is discussed above.

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

Leak detector 10 and the arrangement of sewage pipe 11 or sewage pipe 12 can be applied to combine Fig. 6 and 7 according to corresponding mode In the embodiment discussed.

Specification and associated drawing are intended merely for the basic thought of the clarification present invention.It is according to the present invention thin Section, such as the quantity of space cell, the quantity of wet spaces and service facility and position, the recess portion that is arranged in deck structure Size and shape, 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), at least one deck structure (2) is put down with deck Face (21), and it is provided at least one space cell (3) above at least one deck structure (2), the space is single Member includes wet spaces (6), and the floor structure (61) including assigned altitute, the floor structure (61) is equipped with discharge line (8), and the space cell (3) is equipped with the external service facility (5) with bottom (51), and the deck structure (2) is equipped with recessed Portion (22;221;222), surface region phase of the region of the recess portion at least with the bottom (51) of the external service facility (5) It is corresponding, the bottom (51) of wherein at least described external service facility (5) in the deck level (21) plane given below, It is characterized in that, at least by the bottom (51) of the external service facility (5) provide decline surface region (A) equipped with for Monitor the leak detector (10) of any leakage that is happened in the recess portion or equipped with being happened in the recess portion for receiving The sewage pipe (11 of any leakage;12).

2. floating structure according to claim 1, which is characterized in that at least by the bottom of the external service facility (5) It is provided at the surface region (A) for the decline that portion (51) provides for the sewage pipe (11;12) opening (52).

3. floating structure according to claim 1, which is characterized in that the recess portion (22;221;222) using the shape of slot Formula, with wall and bottom.

4. floating structure according to claim 1, which is characterized in that the recess portion (22 provided in the deck structure (2); 221;222) have at least with the surface region of the floor structure of the wet spaces (6) (61) and the external service facility (5) the corresponding region of surface region of bottom (51), and the floor structure (61) of the wet spaces (6) and described outer The bottom (51) of portion's service facility (5) is at the deck level (21) plane given below.

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

6. floating structure according to claim 1, which is characterized in that at least two space cells (3) toward each other or phase It is located in adjacently on the deck structure (2), the external service facility (5) of the wet spaces (6) and the space cell (3) Position relative to each other or adjacent is located in, and the external service facility (5) of the space cell (3) is equipped at least one first Harden structure penetrator (7).

7. floating structure according to claim 1, which is characterized in that the space cell (3) be cabin, living space, Public space or bathroom.

8. a kind of method for building floating structure, in the method, the floating structure (1) is equipped at least one deck Structure (2), at least one space cell (3) are mounted on the first equipped with wet spaces (6) and external service facility (5) Given position in harden structure (2), wherein the deck structure (2), equipped with deck level (21), the wet spaces (6) set There is a floor structure (61) with discharge line (8), and the external service facility (5) is equipped with bottom (51), in the method In, before the space cell (3) is installed on the deck structure (2), the given position in the deck structure (2) Place forms at least one recess portion (22;221;222), there is the table at least with the bottom (51) of the external service facility (5) The corresponding region in face region, the bottom (51) of wherein at least described external service facility (5) are arranged on the deck level (21) at plane below, which is characterized in that in the decline at least provided by the bottom (51) of the external service facility (5) Any leak detector (10) that leaks through that surface region (A) place occurs is monitored or is directed to sewage pipe (11; 12)。

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

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

11. according to the method described in claim 8, it is characterized in that, form in the recess portion (22 in the deck structure (2); 221;222) have at least with the surface region of the floor structure of the wet spaces (6) (61) and the external service facility (5) the corresponding region of surface region of bottom (51), and the floor structure (61) of the wet spaces (6) and described outer The bottom (51) of portion's service facility (5) is arranged at the deck level (21) plane given below.

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

13. according to the method described in claim 8, it is characterized in that, at least two space cells (3) are installed side by side, make It obtains the wet spaces (6) of the 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 the space cell (3) is equipped at least one deck structure penetrator (7).