CN101184896A - Method for producing a floating base - Google Patents
Method for producing a floating base Download PDFInfo
- Publication number
- CN101184896A CN101184896A CNA2005800496487A CN200580049648A CN101184896A CN 101184896 A CN101184896 A CN 101184896A CN A2005800496487 A CNA2005800496487 A CN A2005800496487A CN 200580049648 A CN200580049648 A CN 200580049648A CN 101184896 A CN101184896 A CN 101184896A
- Authority
- CN
- China
- Prior art keywords
- stiffener
- floating
- base
- base member
- floating element
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B5/00—Hulls characterised by their construction of non-metallic material
- B63B5/14—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B5/00—Hulls characterised by their construction of non-metallic material
- B63B5/14—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
- B63B5/18—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced built-up from elements
- B63B5/20—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced built-up from elements in combination with elements of other materials
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B2231/00—Material used for some parts or elements, or for particular purposes
- B63B2231/60—Concretes
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
- Road Paving Structures (AREA)
- Force Measurement Appropriate To Specific Purposes (AREA)
Abstract
Method for producing a floating base, which base is made up of a number of coupled-together base elements, characterized in that floating elements and rigid elements are supplied first, after which a number of floating elements and a number of rigid elements are joined together, wherein each base element is assembled from floating elements and rigid elements that have been joined together in this manner, after which a number of base elements thus formed are coupled together so as to form the floating base.
Description
Technical field
The present invention relates to a kind of method that is used to make floating base, described matrix is made up of some base members that are coupled.Swim in waterborne according to matrix of the present invention, be particularly useful for placing at least one building in the above, house for example, row's house or office building and/or any other structure, for example airport or football field, restaurant, hotel, church, garden or parking lot.
Background technology
It should be noted that, in worldwide, all increasing being made for the demand of using in particular for the building floating group of the usefulness of the basal body structure of building, square, road and greenbelt.Especially increasing near the demand of the project site of grade cities and towns.Importantly, the building floating group is firm, does not therefore present the rolling motion that any unwelcome billow causes.
This method is known to U.S. Patent number 5,044, among 296 (Finn).This known method adopts the float modules that is coupled, and is particularly useful for assembling docks.Described float modules makes up by foamed material (foamed polystyrene) piece and forms, and is coated with overcoat on it, penetrates foamed material to prevent water.Each float modules side thereon also is provided with one deck and adds the covering layer that reinforced concrete constitutes by glass fiber.Connect the effect of adjacent block from the outstanding bar of these pieces.
A defective of the method that discloses in above-mentioned United States Patent (USP) publication is, float modules construction process effort and complicated, and simultaneously, employed material is can both obtain at the earth at an easy rate Anywhere always not.Therefore, restricted according to the scope of application of the said method of prior art.
Summary of the invention
Target of the present invention is these defectives that overcome prior art, particularly proposed a kind of with low cost, simply be used to make the method that swims in stable base waterborne, wherein, matrix is assembled by the mode of some base members that be coupled, simple with flexibility.
In order to realize this target, this method alleged in foreword is characterised in that, at first supply with floating element and stiffener, afterwards, some floating elements and some stiffeners link together, and wherein each base member is assembled by floating element that links together by this way and stiffener, then, the some base members that form thus are coupled, to form floating base.Essence of the present invention is, it is from following base member: (i) base member is by under the sun can both forming the low-cost unit of making, and is convenient to transportation and makes up; (ii) base member forms firm floating base under the state that is coupled.Base member can be coupled flexibly, and like this, floating base can have any needed shape and size.
Therefore, the present invention has utilized prefabricated floating element and stiffener, and two kinds of elements preferably are provided with quality mark (quality mark).Like this, can guarantee the rigidity of the floating base that the minimum rigidity of the floating base that calculates equals in fact to implement in advance.For every construction work, all pre-determine the requirement of floating element and stiffener and the required size of described floating element and stiffener.Do not form base member at selective placement's concrete.The fact is, under the situation of those placing of concrete, can not clearly obtain the realization rigidity of the floating base installed in advance.In addition, placing of concrete also has such defective: concrete may be wasted, and brings ecological disruption thereupon, and in addition, in this case, all types of meteorological conditions are depended in construction.
In a preferred embodiment according to the inventive method, floating element and stiffener link together on land.In another advantageous version, floating element and stiffener link together swimming on the boats and ships waterborne, for example on operation ship or the floating drum.More particularly, at first on land or boats and ships, form flat bed, then, on described base, floating element and stiffener are linked together.So, on land or boats and ships, preparing described base in advance, described base plays surface-supported effect.The floor of placing of concrete is very suitable for as flat bed.In first preferred embodiment, the present invention is for this design: floating element and stiffener being connected together, be that carry out the land that is assembled in of floating base element (" module "), thereby avoid during this stage effort on the water, consuming time and dangerous operation.At another, in second preferred embodiment, floating element and stiffener being connected to swim on the boats and ships waterborne and carrying out for example above-mentioned operation ship or floating drum together.
In another preferred embodiment according to the inventive method, floating element and stiffener link together under bias voltage (bias) effect.Because described bias effect forms friction surface between the stiffener of floating element on one side and another side.This has realized, the rigidity of Zu Zhuan base member is still up to predetermined safe load (being bias voltage) thus, thus can without any problem be transported in the water.Thereby have the minimum rigidity of assurance by the floating base that base member is formed, like this, the effect of the basal body structure that it can cannot not play heavyly always is particularly for the architectural complex that are placed on it.
In another preferred embodiment according to the inventive method, a bar at first passes floating element and stiffener, by the nut on the anchorage bar, applies bias effect then.In a further advantageous embodiment, a band part at first is arranged in around floating element and the stiffener, by utilizing " spiral clamp method " restraint zone spare or prestretched band spare, applies bias effect then.
In another preferred embodiment according to the inventive method, the base member of being assembled by floating element that links together and stiffener is placed on the water from the land or from swimming in boats and ships waterborne.Especially, base member from land or from boats and ships by means of crane loading for example to water.According to another possibility, base member slides into the water from boats and ships.The preferred embodiment comprises: the starting stage, in this stage, floating element and stiffener are combined on land or boats and ships, form base member (preferably under bias effect, promptly by the friction between floating element and the stiffener); And ending phase, in this stage, form floating base by the base member that is coupled on the water.Preferably, after assembling, fastening devices is set on floating base, floating element separated from a base member or from several base members when the above-mentioned bias effect of making provision against emergencies in the near future reduced.Should be pointed out that this fastening devices can be arranged on each base member, perhaps be arranged on some base members of placing each other with linking.Especially a kind of rigid panel of this fastening devices, for example wooden, the plastics of the floor of concrete casting or structure or metal floor.
In another preferred embodiment according to the inventive method, floating element is block.More particularly, floating element by expanded polystyrene (being abbreviated as " EPS " hereinafter), in fact be also referred to as " expandable styrene (styropor) " and make.
In another preferred embodiment according to the inventive method, stiffener is tabular.Stiffener is preferably made by concrete.In a further advantageous embodiment, stiffener is made by laminated wood, steel, aluminium or plastics.
In another preferred embodiment according to the inventive method, in the corresponding slit of the stiffener by the outward extending projection of the stiffener of one of them base member being inserted another adjacent base member, the base member of setting adjacent one another are on the water is coupled.This will explain in the description of accompanying drawing in further detail.
In another preferred embodiment, on the water, fastening devices is arranged on the base member that is coupled, so that floating element is fixed on the appropriate location with respect to stiffener according to the inventive method.As mentioned above, fastening devices preferably is embodied as rigid panel, for example concrete floor.
The invention still further relates to a kind of floating base of being made up of some base members that are coupled, it is characterized in that, each base member is assembled by the some floating elements and the stiffener that link together under bias effect (and friction).
Description of drawings
Referring now to these figure shown in the accompanying drawing, will explain the present invention in further detail, wherein, Fig. 1-16 has shown the consecutive steps of preferred embodiment that is used to make the method for floating base according to the present invention.
The specific embodiment
Fig. 1 has shown the element of the parts that form each base member, that is, and and the floating element of EPS piece 1 form, the stiffener that forms by concrete slab or sheet (slabs) 2 and bar and the nut that is labeled as 3 together.These parts obtain easily, and are convenient to transportation, for example by means of truck.
Fig. 2 has shown the first step of making floating base,, forms flat bed or stayed surface 4 on land that is.This can be by watering flat concrete floor or laying flat floorboards of wood on the ground or plastic floor carries out on the ground.Perhaps, lay on the ground by rubble or the husky level land plate that constitutes.When described element was joined together to form the base member that is used for floating base, flat bed 4 play a part to prevent to change on the height between EPS piece 1 and concrete slab or the sheet 2 excessive.
In second step and third step (Fig. 2 and Fig. 3), concrete slab 2 (sheet) is placed on the flat bed 4, and their narrower vertical side keeps opening an intersegmental distance 5 (Fig. 2) between each plate.Then EPS piece 1 is placed in each spacing 5 (Fig. 3).Like this, concrete slab (sheet) 2 and EPS piece 1 are arranged to alternately relation (along continuous straight runs observation).In principle, also can vertically pile up concrete slab 2 (sheet) and EPS piece 1.
Fig. 4,5,6 and 7 has shown the 4th step, and wherein concrete slab among Fig. 32 and EPS piece 1 link together under bias effect.For this reason, for example rod of being made by stainless steel or bar 6 are inserted in the hole (not shown) that is pre-milled in concrete slab (sheet) 2 and the EPS piece 1, then, tighten the nut 7 that has on the whole both sides, up to reaching the bias effect that calculates at least, thereby on the contact surface of floating element and stiffener, form required friction tension.Obtain biased base member 8 (Fig. 7) thus.Bias voltage between the EPS piece 1 of base member 8 concrete slab 2 (sheet) on one side and base member 8 another sides, promptly rub and provide: (i) required base member 8 rigidity, thus, base member can be used as independent " module " and is transported in the water and (for example slings or slide); Required rigidity (ii) keeps together base member 8 in water temporarily.After on concrete floor 17 being poured onto each base member 8 or several base members together, no longer need above-mentioned bias effect (being the friction between the element 1,2 in the base member 8 (" module ")).In fact, in this case, concrete floor 17 provides necessary rigidity.Under the situation that the above-mentioned bias effect of contingency in the near future loses wholly or in part, concrete floor 17 will prevent that EPS piece 1 from separating from a base member or from several base members.In this case, concrete floor 17 will play the effect that EPS piece 1 is remained on the retaining element of appropriate location.
Fig. 8 and Fig. 9 have shown the 5th step, wherein, on land the base member 8 of Gou Jianing by means of crane from the land lifted by crane waterborne or water.
Figure 10-16 has shown the step of back, and wherein floating base is coupled or links together by the base member 8 with setting adjacent one another are and assembles, as Fig. 8 and shown in Figure 9.Base member 8 is preferably alternately placed (Figure 10 and Figure 11) on the water along the longitudinal direction with horizontal direction.In the slit 12 of the concrete slab 2 by the projection on the concrete slab 2 of a base member 8 11 being inserted another base members 8, and subsequently stop pin 13 vertically is inserted in the projection 11, carry out the coupling (Figure 10,11 and 12) of adjacent base member 8.Figure 13 has shown pipe 14 (for example water pipe, electric wire, soil pipe) installation in the base member 8 that is coupled, and described pipe 14 is installed in the passage 15 that mills in on-the-spot concrete slab 2 at base member 8 and the EPS piece 1.Perhaps, form preformed passage 15 or hole.At last, fabric 16 is placed on the top of floating base, placing of concrete floor 17 (Figure 14 and Figure 15) then.Before placing of concrete, with template 18 be placed on matrix around.The floating base (Figure 16 is labeled as 19) that can serve as the floating base structure that is used for various functional structures now all set, for example one or more buildings, greenbelt, ground (highway, railway line or the like), airport, sports building or the like.Floating base 19 is very firm, if any, also almost without any the rolling motion that causes of billow.
Should be pointed out that the present invention is not limited to the embodiment that illustrates, but the present invention also expands to other advantageous version that falls within subsidiary claims scope.Thereby for a person skilled in the art, apparent, piece 1 and plate 2 can have any required shape and size, not necessarily must be made by EPS and concrete respectively, but must use floating material and rigid material respectively.In context, the term floating material is interpreted as that proportion is less than or equal to 1g/cm
3Material.In addition, apparent for a person skilled in the art, the structure that piece 1 and plate 2 not necessarily must be arranged to illustrate in water, any required style all is fine.At last, for a person skilled in the art, apparent, except that concrete floor 17, any fastening devices can be used for when bias effect loses at least in part floating element being remained on the appropriate location, for example the rigid panel of being made by timber, metal or plastics.
Claims (17)
1. method that is used to make floating base, described matrix is made up of a plurality of base members that are coupled, it is characterized in that, at first supply with floating element and stiffener, afterwards, a plurality of floating elements and a plurality of stiffener are linked together, wherein each base member is assembled by floating element that links together by this way and stiffener, then, a plurality of base members that form thus are coupled, to form floating base.
2. the method for claim 1, wherein floating element and stiffener link together on land.
3. the method for claim 1, wherein floating element and stiffener link together swimming on the boats and ships waterborne.
4. as claim 2 or 3 described methods, wherein, at first on land or boats and ships, form flat bed, then, on described base, floating element and stiffener are linked together.
5. method as claimed in claim 4, wherein, described base by on land or the concrete floor that on boats and ships, forms form.
6. the arbitrary described method of claim 1-5 as described above, wherein, floating element and stiffener link together under bias effect.
7. method as claimed in claim 6, wherein, a band part at first is arranged in around floating element and the stiffener, applies bias effect by the described band spare of tensioning then.
8. as claim 6 or 7 described methods, wherein, a bar at first passes floating element and stiffener, by the nut on the anchorage bar, applies bias effect then.
9. the arbitrary described method of claim 1-8 as described above wherein, is placed on the water from the land or from swimming in boats and ships waterborne by the base member of floating element that links together and stiffener assembling.
10. method as claimed in claim 9, wherein, base member is lifted by crane in the water.
11. the arbitrary described method of claim 1-10 as described above, wherein, floating element is block.
12. method as claimed in claim 11, wherein, floating element is made by EPS at least basically.
13. the arbitrary described method of claim 1-12 as described above, wherein, stiffener is tabular.
14. method as claimed in claim 13, wherein, stiffener is made by concrete at least basically.
15. the arbitrary described method of claim 1-14 as described above, wherein, by the outward extending projection of the stiffener of one of them base member being inserted another, in the corresponding slit of the stiffener of adjacent base member, the base member of setting adjacent one another are on the water being coupled.
16. the arbitrary described method of claim 1-15 wherein, on the water, is arranged on fastening devices on the base member that is coupled, so that floating element is fixed on the appropriate location with respect to stiffener as described above.
17. a floating base of being made up of a plurality of base members that are coupled is characterized in that each base member is assembled by a plurality of floating elements and stiffener.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/NL2005/050001 WO2006104377A1 (en) | 2005-03-31 | 2005-03-31 | Method for producing a floating base |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101184896A true CN101184896A (en) | 2008-05-21 |
| CN101184896B CN101184896B (en) | 2010-05-26 |
Family
ID=34978666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2005800496487A Expired - Fee Related CN101184896B (en) | 2005-03-31 | 2005-03-31 | Method for producing a floating base |
Country Status (5)
| Country | Link |
|---|---|
| CN (1) | CN101184896B (en) |
| BR (1) | BRPI0520137A2 (en) |
| CA (1) | CA2602682A1 (en) |
| HK (1) | HK1121208A1 (en) |
| WO (1) | WO2006104377A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107406125A (en) * | 2015-01-28 | 2017-11-28 | 查尔斯·西莫拉 | Floating platform module |
| CN108301313A (en) * | 2018-04-11 | 2018-07-20 | 山东海岱明珠实业有限公司 | It is amphibious to use the modular bridge of boats |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102011114158A1 (en) * | 2011-09-23 | 2013-03-28 | Edmond D. Krecké | Floating energy self-sufficient platforms and methods for their production |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3799093A (en) * | 1973-05-07 | 1974-03-26 | W Thomson | Floating prestressed concrete wharf |
| DE2921180C2 (en) * | 1979-05-25 | 1982-09-02 | Fried. Krupp Gmbh, 4300 Essen | Bridge bar element |
| US5133276A (en) * | 1987-10-07 | 1992-07-28 | Formex Manufacturing, Inc. | Flotation units |
| CN1033776A (en) * | 1987-12-28 | 1989-07-12 | 拉里·莱奥纳德·索姆普森 | Marine concrete floater and manufacture method thereof |
| US5732649A (en) * | 1996-09-24 | 1998-03-31 | Falcone; Paul P. | Floating dock system |
| US6199502B1 (en) * | 1999-08-27 | 2001-03-13 | Jerry L. Mattson | Concrete module for floating structures and method of construction |
-
2005
- 2005-03-31 BR BRPI0520137-3A patent/BRPI0520137A2/en not_active IP Right Cessation
- 2005-03-31 CA CA002602682A patent/CA2602682A1/en not_active Abandoned
- 2005-03-31 WO PCT/NL2005/050001 patent/WO2006104377A1/en active Application Filing
- 2005-03-31 CN CN2005800496487A patent/CN101184896B/en not_active Expired - Fee Related
-
2008
- 2008-11-21 HK HK08112818.7A patent/HK1121208A1/en not_active IP Right Cessation
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107406125A (en) * | 2015-01-28 | 2017-11-28 | 查尔斯·西莫拉 | Floating platform module |
| CN108301313A (en) * | 2018-04-11 | 2018-07-20 | 山东海岱明珠实业有限公司 | It is amphibious to use the modular bridge of boats |
| CN108301313B (en) * | 2018-04-11 | 2024-01-30 | 山东海岱明珠实业有限公司 | Amphibious modular boat bridge |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101184896B (en) | 2010-05-26 |
| BRPI0520137A2 (en) | 2009-04-28 |
| WO2006104377A1 (en) | 2006-10-05 |
| CA2602682A1 (en) | 2006-10-05 |
| HK1121208A1 (en) | 2009-04-17 |
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