CN105155581B - Split type floating on water surface energy-saving building structural system and construction method - Google Patents
Split type floating on water surface energy-saving building structural system and construction method Download PDFInfo
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- CN105155581B CN105155581B CN201510637356.0A CN201510637356A CN105155581B CN 105155581 B CN105155581 B CN 105155581B CN 201510637356 A CN201510637356 A CN 201510637356A CN 105155581 B CN105155581 B CN 105155581B
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Abstract
The present invention relates to split type floating on water surface energy-saving building structural system and construction method, wherein split type floating on water surface energy-saving building structural system includes floating on water surface structure and under water supporting construction, floating on water surface structure is encorbelmented the sandwich Combined concrete bottom plate of reticulated shell, FRP coupled columns, FRP, the guy rope device with active control damper, FRP cylindrical reticulated shells by FRP reticulated shells dome, FRP, and floating FRP supporters, the pipeline that comes in and goes out collect passage composition；FRP reticulated shell domes are placed on the boss of FRP coupled columns the roof structure for forming closing, and FRP reticulated shell lower ends of encorbelmenting are fixed on the boss of FRP coupled columns, and FRP reticulated shell upper ends of encorbelmenting are connected by the pull bar with active control damper with FRP reticulated shell domes；The two ends of the sandwich Combined concrete bottom plates of FRP set U-shaped swimming pool；Supporting construction inflates stake by telescopic spring under water and raft foundation is constituted, and the sandwich Combined concrete bottom plates of the FRP between FRP coupled columns are sunk type ball camber bottom plate.Superstructure of the present invention can depart from basis, give full play to the buoyancy of water, and overall economy quality is preferable.
Description
Technical field
The present invention relates to field of house buildings, and in particular to split type floating on water surface energy-saving building structural system and construction party
Method.
Background technology
With developing rapidly for modern society, the demand to the energy is increasing, particularly building, industry, traffic three
Big field produces excessive consumption to conventional energy resource and limited resource, undoubtedly has resulted in the dual huge pressure of environment and society
Power, statistics display is singly proportion of the power consumption total amount of building one in China's total energy consumption just more than 27%.China
Most area winter building needs heating, especially northern frore area, and the annual heating phase is up to half a year, and building energy consumption is bright
It is aobvious.And the soil that China is presently available for building is fewer and fewer, country has put into effect the relevant policies such as forbid land occupation newly-built,
Therefore energy saving building, environmental protection and saving building site turn into of concern three big much-talked-about topics.It is known that China's category
Country in many lakes, as the areas along the borders such as the Changjiang river, the Yellow River and tributary, northeast Songnen Plain Wetland, hundred lakes city grand celebration, hydrostatic
Resource is enriched very much, and undoubtedly to aquatic building is built there is provided superior condition, the realization of aquatic building can save substantial amounts of soil
Ground resource, makes full use of the buoyancy of water, and building system is swum on the water surface, is not limited, eliminated by the depth of water and geological conditions
The huge construction costs of building pile foundation.Aquatic building should have illumination, heating etc. a series of daily as being built with land
The function of activity, and solar energy is a kind of nexhaustible, free of contamination cleaning green energy resource, it is real by application of solar energy in building
Building, is forged into independent solar power plant for building and provides clean electric power confession by existing film power generation construction integration
Give, heat energy is converted into by electric energy, still solving a series of activity such as aquatic building illumination, heating, food and drink needs, waterborne to build
Build and develop to the direction of energy-conservation, environmental protection.But it is still few up to the present, to build building waterborne in completely, mostly there is base
The aquatic building of plinth support, with basis without departing from and specific structural system and the maintenance in construction method and later stage do not have
Have and specifically instruct code, therefore propose that split type floating on water surface energy-saving building structural system and construction method are extremely urgent, it is right
The popularization of energy saving building waterborne has important realistic meaning and practical engineering application value.
The content of the invention
It is an object of the invention to provide split type floating on water surface energy-saving building structural system, it is used to solve in the prior art
Aquatic building is limited by the depth of water and geological conditions, the problem of departing from basic hardly possible, is asked while aquatic building power supply is difficult
Topic；It is a further object to provide the construction method of this split type floating on water surface energy-saving building structural system.
The technical solution adopted for the present invention to solve the technical problems is：This split type floating on water surface energy-saving building structure
System includes floating on water surface structure and supporting construction under water, and floating on water surface structure is encorbelmented reticulated shell, FRP by FRP reticulated shells dome, FRP
The sandwich Combined concrete bottom plate of coupled column, FRP, the guy rope device with active control damper, FRP cylindrical reticulated shells, float FRP branch
Support body, the pipeline that comes in and goes out collect passage composition；FRP combinations top end carries boss, and FRP coupled columns are discrete, and to be arranged in FRP sandwich mixed
Solidifying local soil type is closed on bottom plate, and prestressed concrete ring beam links into an integrated entity the FRP coupled columns of discrete arrangement, and FRP reticulated shell domes are put
In the roof structure that closing is formed on the boss of FRP coupled columns, FRP reticulated shell lower ends of encorbelmenting are fixed on the boss of FRP coupled columns,
FRP reticulated shell upper ends of encorbelmenting are connected by the pull bar with active control damper with FRP reticulated shell domes；The sandwich Combined concretes of FRP
The bottom of bottom plate sets groove, and groove is corresponded with FRP coupled columns, and the two ends of the sandwich Combined concrete bottom plates of FRP set U-shaped
Swimming pool；In the both sides arrangement FRP protection board walls of the sandwich Combined concrete bottom plates of FRP；Supporting construction is by telescopic bullet under water
Spring inflates stake and raft foundation composition, and raft foundation upper side sets and pulls locating ring, telescopic spring inflation stake top end with
The groove match of the bottom of the sandwich Combined concrete bottom plates of FRP, FRP falls on inflation stake when sandwich Combined concrete bottom plate declines
On；The bottom of guy rope device one end and swimming pool with active control damper is fixed, and one end is fixed with water-bed isolated footing；
Floating FRP supporters are arranged on the side of swimming pool, are connected between floating FRP supporters and swimming pool by FRP cylindrical reticulated shells；
The sandwich Combined concrete bottom plates of FRP between FRP coupled columns are sunk type ball camber bottom plate, the top of sunk type ball camber bottom plate
Closed by transparent high-strength safety glass and form closed cavity, the closed cavity is separated into tank and fish by FRP dividing plates
Cylinder, fish jar is on top, and tank is in bottom.
FRP reticulated shells dome and FRP, which encorbelment, in such scheme arranges thin film solar TRT, FRP cylinder nets in reticulated shell
Shell also arranges thin film solar TRT, converts solar energy into electrical energy, to the illumination of indoor and outdoor, heating, food and drink and swimming
Pond sterilization etc. provides the energy of cleaning, realizes zero environmental.
FRP reticulated shells dome and FRP reticulated shell of encorbelmenting are connected into by through rib and ring bar by hollow ball node in such scheme
It is overall.
Telescopic spring inflation stake is by T-shaped FRP built piles, high strong spring, carbon cloth cylinder and air valve in such scheme
Door composition, high-strength spring is looped around outside T-shaped FRP built piles, and carbon cloth cylinder surrounds outside high strong spring, the carbon fiber after inflation
Cloth cylinder is in smooth cylindric, and air valve is arranged on carbon cloth cylinder, in the presence of superstructure load, inflates stake spring
Compressed, gas discharge, when T-shaped stake pressing contact is to bottom, the maximum displacement declined for inflation stake, this process is slow
, floating structure, which declines, in upper water obtains buffering well；High strong spring is under carbon cloth cylinder sealing, it is to avoid lake water is invaded
Erosion；Carbon cloth cylinder after inflation is easy to flowing through for impurity under water in smooth cylindric.
FRP coupled columns are fixed on the sandwich Combined concrete bottom plates of FRP by crab-bolt in such scheme, combine base plate interior
Shear stud is set；The two ends of swimming pool set switchable emergency exits, and there is lifeboat inside, once it is on fire, it is easy to waterborne build
Build the evacuation of personnel.
Two neighboring FRP coupled columns are gone along with sb. to guard him using steel truss in such scheme, and built-in fitting, steel truss are set in FRP coupled columns
Frame is connected with built-in fitting, is provided for leaving door on warming profiled sheet compoboard, profiled sheet compoboard on the inside of steel truss
Window hole；Thin film solar TRT is set on the outside of steel truss；Groove is respectively provided with the cross rib and perpendicular rib of steel truss keel,
Wire arrangements are in a groove.
Two neighboring FRP coupled columns are gone along with sb. to guard him using the square pyramid space grid or Double-level Reticulated Shell evacuated in such scheme,
Set in FRP coupled columns and profiled sheet compoboard be set on the inside of built-in fitting, built-in fitting connection rack or reticulated shell, rack or reticulated shell,
Door-window opening is left above profiled sheet compoboard；Thin film solar TRT, rack or net are set on the outside of rack or reticulated shell
The access hole of wire is set on the hollow ball node of shell.
The construction method of above-mentioned split type floating on water surface energy-saving building structural system：
The sandwich Combined concrete bottom plates of FRP use branch's Method for Installation, first by the FRP plate on the outside of the U-shaped swimming pool at two ends
It is reliably connected into U-shaped, FRP plate bottom punches, built-in fitting is set, is the guy rope provider of later fixing band active control damper
Just；Then other bottom plates are spliced, including sunk type ball camber bottom plate, groove is stayed, pipeline collects channel position coming in and going out
Duct is set, is connected after the completion of splicing with the U-shaped swimming pool at two ends, the bottom plate of the sandwich Combined concrete bottom plates of entirety FRP is formed；
Shear stud is connected on bottom plate, then casting concrete, before concrete does not solidify, prefabricated is connected the upper of peg
Plate is installed on concrete, it is ensured that the reliable bond between upper and lower plates and concrete three；Reserved good corresponding duct, simultaneously will
The crab-bolt of FRP coupled columns is anchored in the sandwich Combined concrete underplate concretes of FRP；The vertical FRP plate of U-shaped swimming pool is connected,
Then casting concrete, sets the built-in fitting of support cylindrical reticulated shell bearing on pool wall；In sunk type ball camber closed cavity
One of FRP dividing plate is set, tank and fish jar is formed, top uses transparent high-strength safety glass；After concrete curing is finished,
Form the whole sandwich Combined concrete bottom plates of FRP with U-shaped swimming pool and sunk type ball camber cavity；In the sandwich concrete of FRP
Combine the both sides arrangement FRP protection board walls of bottom plate;Guy rope device with active control damper is connected with bottom plate, its is another
One end is connected with isolated footing under water；
The FRP pipes of FRP coupled columns is affixed good with the sandwich Combined concrete bottom plates of FRP, after built-in fitting is positioned on post, pour
Concrete is built, until top, concrete strength is reached after the 75% of compression strength, formwork colligation ring beam steel reinforcement cage and prestressing force
Muscle, capital is arranged on by reticulated shell dome and the bearing embedded part for reticulated shell of encorbelmenting, and casting concrete forms the FRP coupled columns with boss,
FRP coupled columns are linked into an integrated entity by prestressed concrete ring beam；
Reticulated shell dome will be assembled into through rib and ring bar by hollow ball and reticulated shell of encorbelmenting, with the drawing with active control damper
The bar reticulated shell that will encorbelment is connected with reticulated shell dome, and reticulated shell dome and reticulated shell of encorbelmenting are supported on FRP coupled columns, and cylindrical reticulated shell one is collateral
Support on swimming pool wall, be connected with pool wall built-in fitting, cylindrical reticulated shell opposite side is then supported on the FRP supporters of floating, float
Floating FRP supporters are formed by FRP plate by processing, and cylindrical reticulated shell offer vertical supporting are given by the buoyancy of water, in reticulated shell vault
Push up, film laying solar panel, wire cloth in bar by the gateway of hollow ball above reticulated shell of encorbelmenting, cylindrical reticulated shell
Put；
Using steel truss as top building enclosure, by the built-in fitting set in coupled column, realize and connect with steel truss
Connect, warming profiled sheet compoboard is provided on the inside of steel truss, door-window opening is left above；Film is installed too in outside
Positive energy TRT, sets groove on the cross rib and perpendicular rib of steel truss keel, is easy to thin film solar TRT wire
Hide arrangement；
The construction of supporting construction under water, the lakebed progress to raft foundation is smooth in advance, it is ensured that bottom is a plane；Will
Raft foundation is divided into several pieces, prefabricated on land, while telescopic spring to be inflated to the T-shaped FRP groups of stake on land
Conjunction stake, high strong spring, the gentle valve of carbon cloth cylinder are assembled, and are connected with raft plate；Raft plate is transported to after specified location and sunk
Enter lakebed, then connected together raft plate by underwater self-compaction concrete, set on raft foundation and pull locating ring.
The invention has the advantages that：
1st, present invention floating on the water, is not take up land, the realization of aquatic building can save substantial amounts of land resource, promotes
The sustainable development of society.Bottom plate between coupled column is sunk type ball camber bottom plate, and this pattern not only helps waterborne
The floating of building, and the cavity of 2 closings can be formed by FRP dividing plates, surface uses transparent high-strength safety glass, visitor
It can be walked directly on clear glass, enjoy the fish in pond.
2nd, split architectural structure system has been broken away from original aquatic building and limited by the depth of water and geological conditions, realizes top
Structure and the real disengaging on basis.In view of superstructure can depart from basis, the buoyancy of water is given full play to, building is eliminated
The huge construction costs of pile foundation, overall economy quality is preferable.
3rd, whole building system of the present invention is generated electricity using advanced thin film solar, using the green energy resource of cleaning, no dirt
Dye, by application of solar energy in building, realizes the integration of film power generation construction, building is forged into independent solar power plant
A series of activities such as illumination, heating, food and drink for building provide clean electric power supply, reach the purpose effectively saved.
4th, reticulated shell dome of the present invention, reticulated shell of encorbelmenting all are made of FRP material, not only lightweight, and the strength of materials
Height, achievable span is big.
5th, building bottom plate and support combinations post can give full play to the performance of both FRP material and concrete, formed and combined
Structural elements, greatly improves its bearing capacity and stiffness；FRP plate has good corrosion-resistant property, impervious good, builds bottom plate energy
It is enough to be contacted for a long time with lake water, it can under water use for a long time, the requirement of design life can be met.
6th, the present invention realize function with leisure it is integrated, swimming pool not only meet visitor daily leisure entertain, and
And the emergency exits set can make people take lifeboat rapidly to withdraw building, meet the fire protection requirement built.
7th, reticulated shell dome, reticulated shell of encorbelmenting and the grid structure gone along with sb. to guard him is acted, using the FRP hollow balls and FRP of perforate
Bar is constituted, and can be arranged by hollow ball gateway wire in bar, is conducive to securely transmitting for electricity, while exempting from the sudden and violent of daylight
Shine, effective life is longer.If building enclosure uses steel truss frame member, it can be set on the cross rib and perpendicular rib of steel truss keel recessed
Groove, also allows for the hiding arrangement of thin film solar TRT wire.
8th, telescopic spring inflates the groove match of stake top end and superstructure base plate in support system under water, withered
When water phase or water level relatively low maintenance bottom plate can slowly under drop in inflation stake, play a part of temporary support constraint, without
It is very long；Prefabricated raft plate with hole can mitigate the weight of raft plate significantly, be easy to position and move, face because raft foundation is only played
When the purpose that supports, so its thinner thickness, 30-50cm, the raft foundation used different from real skyscraper.
9th, the high strong spring in inflation stake can avoid the erosion of lake water, the carbon after inflation is fine under carbon cloth cylinder sealing
Cloth cylinder is tieed up in smooth cylindric, is easy to flowing through for impurity under water, and with good corrosion resistance and impermeability.
10th, split architectural structure system can be built into multilayer, and haplometrotic colony, monomer can also be built into same waters
Between connect, formed one of beautiful landscape waterborne, can be used for more visitors and local resident.
11st, many components of split architectural structure system can prefabrication, in-site installation greatly shortens construction period, puts into
Using fast, cost performance is higher.
The 12nd, guy rope device with active control damper is set between swimming pool bottom and isolated footing, can be controlled in real time
Upper body structure processed from the water surface height, while playing stabilization, it is to avoid the translation of upper body and rock.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is middle reaches swimming pool of the present invention and the guy rope schematic device with active control damper；
Fig. 3 is reticulated shell dome and cantilever reticulated shell plan in the present invention；
Fig. 4 is the layout drawing of FRP coupled columns and prestressed concrete ring beam in the present invention；
Fig. 5 is the spring inflation stake schematic diagram after compressing in the present invention；
Fig. 6 is the annexation figure of FRP coupled columns and steel truss in the present invention；
Fig. 7 is the annexation figure of FRP coupled columns and rack in the present invention；
Fig. 8 is steel truss building enclosure front elevation in the present invention；
Fig. 9 is rack building enclosure front elevation in the present invention；
Figure 10 is the raft foundation schematic diagram with hole in the present invention；
Figure 11 is FRP protecting walls and the layout drawing of plug-in stair step in the present invention.
In figure：1 reticulated shell dome；2 encorbelment reticulated shell；3 coupled columns；4 combination bottom plates；5 guy rope devices；6 pipelines collect passage；
7 ring beams；8 pull bars；9 grooves；10 swimming pools；11 springs inflate stake；12 raft foundations；13 locating rings；14 isolated footings；15 too
Positive energy TRT；16 through rib；17 ring bars；18 built piles；19 high strong springs；20 carbon cloths cylinder；21 air valves；22 escapes
Door；23 lifeboat；24 steel truss；25 profiled sheet compoboards；26 built-in fittings；27 racks；28 keepers；29 holes；30 stair
Mark time；31 windows；32；33 FRP cylindrical reticulated shells；34 floating FRP supporters；35 FRP dividing plates；36 tanks；37 fish jars；38
High-strength safety glass.
Embodiment
The present invention is further illustrated below in conjunction with the accompanying drawings：
As shown in figure 1, this split type floating on water surface energy-saving building structural system includes floating on water surface structure and propped up under water
Support structure, floating on water surface structure is encorbelmented the sandwich Combined concrete bottom of reticulated shell 2, FRP coupled columns 3, FRP by FRP reticulated shells dome 1, FRP
Plate 4, the guy rope device 5 with active control damper, FRP cylindrical reticulated shells 33, floating FRP supporters 34, the pipeline that comes in and goes out collect logical
Road 6 is constituted；The top of FRP coupled columns 3 carries boss, and the section form of FRP coupled columns 3 can be square, circular or polygon； FRP
Coupled column 3 is fixed on the sandwich Combined concrete bottom plates 4 of FRP by crab-bolt, is discrete to be arranged in the sandwich Combined concrete bottoms of FRP
On plate 4, the inside of combination bottom plate 4 sets shear stud；Such as Fig. 4, prestressed concrete ring beam 7 combines the FRP of discrete arrangement
Post 3 links into an integrated entity, and presstressed reinforcing steel can use the form of arrangement of curves in prestressed concrete ring beam 7；FRP reticulated shells dome 1 is put
In the roof structure that closing is formed on the boss of FRP coupled columns 3, FRP lower ends of reticulated shell 2 of encorbelmenting are fixed on the boss of FRP coupled columns 3
On, capital boss both sides are as reticulated shell dome 1 and the bearing of reticulated shell 2 of encorbelmenting, and the two is conducted oneself with dignity and the horizontal loading that is subject to is by with convex
The FRP coupled columns 3 of platform undertake；FRP upper ends of reticulated shell 2 of encorbelmenting pass through the pull bar 8 with active control damper and FRP reticulated shells dome 1
It is connected, to reduce the overall deformation for reticulated shell 2 of encorbelmenting；The bottoms of the sandwich Combined concrete bottom plates 4 of FRP sets groove 9, groove 9 with
FRP coupled columns 3 are corresponded, refering to Fig. 2, and the two ends of the sandwich Combined concrete bottom plates 4 of FRP set U-shaped swimming pool 10, swimming pool
10 two ends set switchable emergency exits 22, and there is lifeboat 23 inside, once it is on fire, it is easy to the evacuation of aquatic building personnel；
Such as Figure 11, in the both sides arrangement FRP protection board walls of the sandwich Combined concrete bottom plates 4 of FRP, the present invention is additionally provided with stair step
30;Floating FRP supporters 34 are arranged on the side of swimming pool 10, and FRP is passed through between floating FRP supporters 34 and swimming pool 10
Cylindrical reticulated shell 33 is connected, and floating FRP supporters 34 are the obturator of calabash shaped, its interior inflatable body.FRP between FRP coupled columns 3
Sandwich Combined concrete bottom plate 4 is sunk type ball camber bottom plate, and the top of sunk type ball camber bottom plate passes through transparent high-strength steel
Change glass 38 to close and form closed cavity, the closed cavity is separated into tank 36 and fish jar 37, fish jar 37 by FRP dividing plates 35
On top, tank 36 is in bottom.This pattern not only helps the floating of aquatic building, and visitor can also be directly transparent high-strength
Walked on safety glass 38, enjoy the fish in pond.
Such as Fig. 3, FRP reticulated shells dome 1 and FRP reticulated shell 2 of encorbelmenting are connected by through rib 16 and ring bar 17 by hollow ball node
It is integral.FRP reticulated shells dome 1 and FRP encorbelment arrangement thin film solar TRT 15 in reticulated shell 2, convert solar energy into electricity
Can, the energy of cleaning is provided to the illumination of indoor and outdoor, heating, food and drink and swimming pool 10 sterilization etc., zero environmental is realized.
Such as Fig. 6, two neighboring FRP coupled columns 3 are gone along with sb. to guard him using steel truss 24, and built-in fitting 26, steel are set in FRP coupled columns 3
Truss 24 is connected with built-in fitting 26, and realization is reliably connected with steel truss 24, such as Fig. 8, and the inner side of steel truss 24 is provided for warming
Door 32 and window 31 are left on profiled sheet compoboard 25, profiled sheet compoboard 25；The outside of steel truss 24 sets the film sun
Can TRT 15；Groove 9 is respectively provided with the cross rib and perpendicular rib of the keel of steel truss 24, is easy to thin film solar TRT 15
The hiding arrangement of wire.
Such as Fig. 7, two neighboring FRP coupled columns 3 can also be enclosed using the square pyramid space grid or Double-level Reticulated Shell evacuated
Built-in fitting 26, the connection rack 27 of built-in fitting 26 or reticulated shell are set in shield, FRP coupled columns 3, and realization reliably connects with rack 27 or reticulated shell
Connect, profiled sheet compoboard 25 is set on the inside of rack 27 or reticulated shell, profiled sheet compoboard 25 leaves door 32 and window 31 above；
Set on the hollow ball node of setting thin film solar TRT 15 on the outside of such as Fig. 9, rack 27 or reticulated shell, rack 27 or reticulated shell
The access hole of wire, is easy to the wire of thin film solar TRT 15 to hide arrangement inside node and rod member, is conducive to electricity
Securely transmit.Keeper 28 is additionally provided with rack 27.
Supporting construction inflates stake 11 by telescopic spring under water and raft foundation 12 is constituted, and the upper side of raft foundation 12 is set
Put and pull locating ring 13, for moving raft foundation 12；The telescopic spring inflation top of stake 11 and the sandwich Combined concretes of FRP
The groove 9 of the bottom of bottom plate 4 matches, and at dry season or maintenance, the sandwich Combined concrete bottom plates 4 of FRP can drop to bullet down
In spring inflation stake 11；The one end of guy rope device 5 and the bottom of swimming pool 10 with active control damper are fixed, one end and the bottom
Isolated footing 14 is fixed, for controlling upper body structure in real time from the height of the water surface, while playing stabilization, it is to avoid top
The translation of main body and rock.Such as Figure 10, raft foundation 12 can be made with hole 29, mitigate the weight of raft foundation 12 significantly,
It is easy to position and moves.
Such as Fig. 5, telescopic spring inflation stake 11 is by T-shaped FRP built piles 18, high strong spring 19,20 and of carbon cloth cylinder
Air valve 21 is constituted, and high strong spring 19 is looped around outside T-shaped FRP built piles 18, and carbon cloth cylinder 20 surrounds outside high strong spring 19,
Carbon cloth cylinder 20 after inflation is in smooth cylindric, and air valve 21 is arranged on carbon cloth cylinder 20, in superstructure lotus
In the presence of load, inflation stake spring is compressed, gas discharge, when T-shaped stake pressing contact is to bottom, is spring inflation stake 11
The maximum displacement of decline, this process is slow, and floating structure, which declines, in upper water obtains buffering well；High strong spring 19 exists
Under the sealing of carbon cloth cylinder 20, it is to avoid the erosion of lake water；Carbon cloth cylinder 20 after inflation is easy under water in smooth cylindric
Impurity flows through.
The invention described above is all monomer individual layer, and the present invention can also be built into the split architectural structure system of multilayer,
Same waters can also be built between haplometrotic colony, monomer and connect, and form one of beautiful landscape waterborne, can be for more
Visitor and local resident use.
The construction method of above-mentioned split type floating on water surface energy-saving building structural system：
The multi-functional sandwich Combined concrete bottom plates 4 of FRP are using branch's construction method, first by outside the U-shaped swimming pool 10 at two ends
The FRP plate of side is reliably connected into U-shaped, and FRP plate bottom punches, and sets built-in fitting 26, fixing band active control damper after being
Guy rope provide convenient；Then other bottom plates are spliced, including sunk type ball camber bottom plate, groove 9 is stayed, in the pipeline that comes in and goes out
Collect the position of passage 6 and duct is set, be connected after the completion of splicing with the outer panel of U-shaped swimming pool 10 at two ends, form entirety FRP sandwich
The bottom plate of Combined concrete bottom plate 4, because FRP plate is lighter, can swim on the water surface, save the working procedure that construction sets support；
Shear stud is connected on bottom plate, then casting concrete, before concrete does not solidify, prefabricated is connected the upper of peg
Plate is installed on concrete, it is ensured that the reliable bond between upper and lower plates and concrete three；Reserved good corresponding duct, simultaneously will
The crab-bolt of support combinations post 3 is reliably anchored in underplate concrete.Whole planes construction including swimming pool bottom plate is finished
Afterwards, the vertical FRP plate of U-shaped swimming pool 10 is connected, then casting concrete, the support bearing of cylindrical reticulated shell 33 is set on pool wall
Built-in fitting 26；One of FRP dividing plate 35 is set in sunk type ball camber, the cavity of 2 closings, tank 36 and fish jar is formed
37, ground uses transparent high-strength safety glass 38, and visitor can walk directly on clear glass, enjoy the fish in pond；
After concrete curing is finished, the whole sandwich Combined concrete bottoms of FRP with U-shaped swimming pool 10 and sunk type ball camber cavity are formed
Plate 4.Board wall is protected in the good FRP of the both sides layout design of the sandwich Combined concrete bottom plates 4 of FRP.Will be with active control damper
Guy rope device 5 be connected intact with bottom plate, it is ensured that junction is impermeable；The other end is connected with isolated footing 14 under water.Play master
The effect of dynamic control damper, bottom plate is tightly pulled on the water surface, the stationarity of bottom plate is so can ensure that, is top-out construction
Provide a favorable security.
The FRP pipes of coupled column 3 is affixed good with bottom plate, after built-in fitting 26 is positioned on post, casting concrete, Zhi Daoding
Portion, concrete strength reached after the 75% of compression strength, the steel reinforcement cage of formwork colligation ring beam 7 and presstressed reinforcing steel, by reticulated shell dome 1
Capital is arranged on the bearing embedded part for reticulated shell 2 of encorbelmenting, casting concrete, maintenance reaches form removal after some strength, forms band boss
FRP coupled columns 3, FRP coupled columns 3 are linked into an integrated entity by ring beam 7.
Reticulated shell dome 1, reticulated shell of encorbelmenting 2 and cylinder net will be assembled into through rib 16 and ring bar 17 and corresponding rod member by hollow ball
Shell 33, will have been encorbelmented since reticulated shell 2 is connected with reticulated shell dome 1 with the pull bar 8 with active control damper, reticulated shell dome 1 and be encorbelmented
Reticulated shell 2 is supported on FRP coupled columns 3, and the side of cylindrical reticulated shell 33 is supported on pool wall, is connected with built-in fitting 26 reliably, and another
Side is then supported on the FRP supporters 34 of floating, and the FRP supporters 34 of floating are formed by FRP plate by processing, by water
Buoyancy provides vertical supporting to cylindrical reticulated shell 33.The film laying device of solar generating 15 on three kinds of reticulated shells, wire can lead to
The gateway for crossing hollow ball is arranged in bar, it is ensured that wire is not exposed.
Using building enclosure of the steel truss 24 as superstructure system, by the built-in fitting 26 set in coupled column 3,
Realization is reliably connected with steel truss 24, and warming profiled sheet compoboard 25 is provided in the inner side of steel truss 24, is stayed above
There are door 32 and window 31；Thin film solar TRT 15 is installed in outside, is set on the cross rib and perpendicular rib of the keel of steel truss 24
Groove 9, is easy to the hiding arrangement of the wire of thin film solar TRT 15.
The building enclosure of superstructure system in above-mentioned construction method also can be using the square pyramid space grid knot evacuated
Structure or double-layer latticed shell structure, by the built-in fitting 26 set in coupled column 3, realize and connect with rack 27 or the reliable of reticulated shell
Connect, warming profiled sheet compoboard 25 is provided on the inside of rack 27 or reticulated shell, door 32 and window 31 are left above；Outside
Side sets thin film solar TRT 15, and the access hole of wire is set on rack 27 or reticulated shell hollow ball node, is easy to thin
The wire of film solar TRT 15 hides arrangement inside node and rod member, is conducive to securely transmitting for electricity.
Support system inflates stake 11 by telescopic spring under water and prefabricated Reinforced Concrete Raft plate basis 12 is constituted.In advance
Lakebed progress first to raft foundation 12 is smooth, it is ensured that bottom is a plane；For ease of the transport to valve plate basis 12, by raft
Plate basis 12 is divided into several pieces, prefabricated on land, while telescopic spring to be inflated to the T-shaped FRP of stake 11 on land
Built pile 18, high strong spring 19, foldable carbon cloth cylinder 20 and air valve 21 are assembled, and are realized and are reliably connected with raft plate
Connect；Raft plate and other raft plates with inflation stake are transported to and lakebed sunk to after specified location, it is then mixed by self-compaction under water
Solidifying soil connects together raft plate, is set on raft foundation 12 and pulls locating ring 13, for moving raft foundation 12；It can stretch
The spring inflation stake 11 of contracting and the groove 9 of superstructure base plate match, and are actively controlled at dry season or maintenance by adjusting
Damper processed, bottom plate can be dropped to down in inflation stake, it is ensured that superstructure exempts from breakage.Prefabricated raft plate may be alternatively configured band hole
, mitigate the weight of raft plate significantly, be easy to position and move.
Claims (8)
1. a kind of split type floating on water surface energy-saving building structural system, it is characterised in that：This split type floating on water surface Energy-saving Building
Building structure system includes floating on water surface structure and under water supporting construction, and floating on water surface structure is by FRP reticulated shell domes（1）, FRP encorbelments
Reticulated shell（2）, FRP coupled columns（3）, the sandwich Combined concrete bottom plates of FRP（4）, the guy rope device with active control damper（5）、
FRP cylindrical reticulated shells（33）, float FRP supporters（34）, come in and go out pipeline collect passage（6）Composition；FRP coupled columns（3）Top band
There are boss, FRP coupled columns（3）It is discrete to be arranged in the sandwich Combined concrete bottom plates of FRP（4）On, prestressed concrete ring beam（7）
By the FRP coupled columns of discrete arrangement（3）Link into an integrated entity, FRP reticulated shell domes（1）It is placed in FRP coupled columns（3）Boss on formed
The roof structure of closing, FRP encorbelments reticulated shell（2）Lower end is fixed on FRP coupled columns（3）Boss on, FRP encorbelments reticulated shell（2）On
End passes through the pull bar with active control damper（8）With FRP reticulated shell domes（1）It is connected；The sandwich Combined concrete bottom plates of FRP（4）
Bottom set groove（9）, groove（9）With FRP coupled columns（3）Correspond, the sandwich Combined concrete bottom plates of FRP（4）Two
End sets U-shaped swimming pool（10）；In the sandwich Combined concrete bottom plates of FRP（4）Both sides arrangement FRP protection board wall；Support under water
Structure inflates stake by telescopic spring（11）And raft foundation（12）Composition, raft foundation（12）Upper side sets and pulls positioning
Ring（13）, telescopic spring inflation stake（11）Top and the sandwich Combined concrete bottom plates of FRP（4）Bottom groove（9）Phase
Matching, the sandwich Combined concrete bottom plates of FRP（4）Spring inflation stake is fallen on during decline（11）On；With leading for active control damper
Rope device（5）One end and swimming pool（10）Bottom fix, one end and water-bed isolated footing（14）It is fixed；Float FRP supports
Body（34）It is arranged on swimming pool（10）Side, float FRP supporters（34）With swimming pool（10）Between pass through FRP cylindrical reticulated shells
（33）Connection；FRP coupled columns（3）Between the sandwich Combined concrete bottom plates of FRP（4）For sunk type ball camber bottom plate, sunk type
The top of ball camber bottom plate passes through transparent high-strength safety glass（38）Close and form closed cavity, the closed cavity is by FRP
Dividing plate（35）It is separated into tank（36）And fish jar（37）, fish jar（37）On top, tank（36）In bottom.
2. split type floating on water surface energy-saving building structural system according to claim 1, it is characterised in that：Described FRP
Reticulated shell dome（1）Encorbelmented reticulated shell with FRP（2）Upper arrangement thin film solar TRT（15）, FRP cylindrical reticulated shells（33）Also arrange
Thin film solar TRT（15）.
3. split type floating on water surface energy-saving building structural system according to claim 2, it is characterised in that：Described stretches
The spring inflation stake of contracting（11）By T-shaped FRP built piles（18）, high strong spring（19）, carbon cloth cylinder（20）And air valve（21）
Composition, high strong spring（19）It is looped around T-shaped FRP built piles（18）Outside, carbon cloth cylinder（20）Surround high strong spring（19）Outside,
Carbon cloth cylinder after inflation（20）In smooth cylindric, air valve（21）It is arranged on carbon cloth cylinder（20）On.
4. split type floating on water surface energy-saving building structural system according to claim 3, it is characterised in that：Described FRP
Reticulated shell dome（1）Encorbelmented reticulated shell with FRP（2）By through rib（16）With ring bar（17）Connect integral by hollow ball node.
5. split type floating on water surface energy-saving building structural system according to claim 4, it is characterised in that：Described FRP
Coupled column（3）The sandwich Combined concrete bottom plates of FRP are fixed in by crab-bolt（4）On, combine bottom plate（4）Inside sets shearing resistance bolt
Nail；Swimming pool（10）Two ends switchable emergency exits are set（22）, there is lifeboat inside（23）.
6. split type floating on water surface energy-saving building structural system according to claim 5, it is characterised in that：Described is adjacent
Two FRP coupled columns（3）Using steel truss（24）Go along with sb. to guard him, FRP coupled columns（3）Middle setting built-in fitting（26）, steel truss（24）With
Built-in fitting（26）Connection, steel truss（24）Inner side is provided for warming profiled sheet compoboard（25）, profiled sheet compoboard
（25）On leave door（32）And window（31）；Steel truss（24）Outside sets thin film solar TRT（15）；In steel truss
（24）Groove is respectively provided with the cross rib of keel and perpendicular rib（9）, wire arrangements are in groove（9）In.
7. split type floating on water surface energy-saving building structural system according to claim 5, it is characterised in that：Described is adjacent
Two FRP coupled columns（3）Gone along with sb. to guard him using the square pyramid space grid or Double-level Reticulated Shell of evacuation, FRP coupled columns（3）It is middle to set pre-
Embedded part（26）, built-in fitting（26）Connect rack（27）Or reticulated shell, rack（27）Or profiled sheet compoboard is set on the inside of reticulated shell
（25）, profiled sheet compoboard（25）Door is left above（32）And window（31）；Rack（27）Or film is set too on the outside of reticulated shell
Positive energy TRT（15）, rack（27）Or the access hole of wire is set on the hollow ball node of reticulated shell.
8. a kind of construction method of the split type floating on water surface energy-saving building structural system described in claim 6, it is characterised in that：
The sandwich Combined concrete bottom plates of FRP（4）Using branch's Method for Installation, first by the U-shaped swimming pool at two ends（10）The FRP in outside
Plate is reliably connected into U-shaped, and FRP plate bottom punches, and sets built-in fitting（26）, it is the guy rope of later fixing band active control damper
There is provided convenient；Then other bottom plates are spliced, including sunk type ball camber bottom plate, stay groove（9）, coming in and going out, pipeline collects
Passage（6）Position sets duct, with the U-shaped swimming pool at two ends after the completion of splicing（10）Connection, forms the sandwich concrete of entirety FRP
Combine bottom plate（4）Bottom plate；Shear stud is connected on bottom plate, then casting concrete, before concrete does not solidify, pre-
The upper plate for connecting peg of system is installed on concrete, it is ensured that the reliable bond between upper and lower plates and concrete three；It is reserved
Good corresponding duct, while by FRP coupled columns（3）Crab-bolt be anchored at the sandwich Combined concrete bottom plates of FRP（4）In concrete；
Connect U-shaped swimming pool（10）Vertical FRP plate, then casting concrete, sets support cylindrical reticulated shell on pool wall（33）Bearing
Built-in fitting（26）；One of FRP dividing plate is set in sunk type ball camber closed cavity（35）, form tank（36）And fish jar
（37）, top uses transparent high-strength safety glass（38）；After concrete curing is finished, form whole with U-shaped swimming pool（10）
With the sandwich Combined concrete bottom plates of FRP of sunk type ball camber cavity（4）；In the sandwich Combined concrete bottom plates of FRP（4）Both sides
Arrange FRP protection board walls;By the guy rope device with active control damper（5）Connected with bottom plate, its other end with it is only under water
Vertical basis（14）Connection；
By FRP coupled columns（3）FRP pipe with the sandwich Combined concrete bottom plates of FRP（4）It is affixed good, built-in fitting on post（26）Set
Behind position, casting concrete, until top, concrete strength is reached after the 75% of compression strength, formwork colligation ring beam（7）Reinforcing bar
Cage and presstressed reinforcing steel, by reticulated shell dome（1）With reticulated shell of encorbelmenting（2）Bearing embedded part be arranged on capital, casting concrete, formed band
The FRP coupled columns of boss（3）, pass through prestressed concrete ring beam（7）By FRP coupled columns（3）Link into an integrated entity；
Will be through rib by hollow ball（16）With ring bar（17）It is assembled into reticulated shell dome（1）With reticulated shell of encorbelmenting（2）, with band active control
The pull bar of damper（8）To be encorbelmented reticulated shell（2）With reticulated shell dome（1）Connection, reticulated shell dome（1）With reticulated shell of encorbelmenting（2）It is supported in
FRP coupled columns（3）On, cylindrical reticulated shell（33）Side is supported in swimming pool（10）On pool wall, with pool wall built-in fitting（26）Connection, post
Veil shell（33）Opposite side is then supported in the FRP supporters of floating（34）On, the FRP supporters of floating（34）Passed through by FRP plate
Processing and formed, by water buoyancy to cylindrical reticulated shell（33）Vertical supporting is provided, in reticulated shell dome（1）, reticulated shell of encorbelmenting（2）, post
Veil shell（33）Equal film laying device of solar generating above（15）, wire arranged by the gateway of hollow ball in bar；
Using steel truss（24）As top building enclosure, by coupled column（3）The built-in fitting of middle setting（26）, realize and steel
Truss（24）Connection, in steel truss（24）Inner side be provided for warming profiled sheet compoboard（25）, door is left above
（32）And window（31）；Outside is installed by thin film solar TRT（15）, in steel truss（24）On the cross rib of keel and perpendicular rib
Groove is set（9）, it is easy to thin film solar TRT（15）The hiding arrangement of wire；
The construction of supporting construction under water, in advance to raft foundation（12）Lakebed carry out it is smooth, it is ensured that bottom is a plane；Will
Raft foundation（12）It is divided into several pieces, it is prefabricated on land, while telescopic spring is inflated into stake on land（11）T
Type FRP built piles（18）, high strong spring（19）, carbon cloth cylinder（20）And air valve（21）Assemble, be connected with raft plate；Will
Raft plate is transported to and lakebed is sunk to after specified location, is then connected together raft plate by underwater self-compaction concrete, in raft
Plate basis（12）Upper setting pulls locating ring（13）.
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| CN113772027A (en) * | 2016-06-30 | 2021-12-10 | 京洛株式会社 | Floating plate, floating plate assembly and method for installing floating plate assembly |
| CN108532577A (en) * | 2018-06-01 | 2018-09-14 | 海南湘宁实业有限公司 | Integral-type aquatic building |
| CN109533213A (en) * | 2018-11-02 | 2019-03-29 | 广东凯兴达建筑科技有限公司 | A kind of floatability movable building structure |
| CN111350167A (en) * | 2020-04-12 | 2020-06-30 | 宁波高新区零零七工业设计有限公司 | Hydraulic filling prefabricated floating building and island expanding construction method |
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| CN105155582A (en) * | 2015-10-06 | 2015-12-16 | 东北石油大学 | On-water floating and splitting lift type energy-saving building structure system and construction method |
| CN105257076A (en) * | 2015-10-06 | 2016-01-20 | 东北石油大学 | Water floating type split green building structure system and construction method |
| CN105253261A (en) * | 2015-10-06 | 2016-01-20 | 东北石油大学 | Lifting type water floating split green building structure system and construction method |
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| US6401647B1 (en) * | 2001-01-12 | 2002-06-11 | Lorenzo E. Boston | Floatation building structure |
| AU753523B2 (en) * | 2001-02-08 | 2002-10-17 | John Robert Richards | Solar revolving float |
| CN101032997A (en) * | 2006-03-12 | 2007-09-12 | 严建军 | Waterborne lattice structure |
| CN201520401U (en) * | 2009-06-15 | 2010-07-07 | 许是勇 | Water floating city |
| CN102795318A (en) * | 2012-08-31 | 2012-11-28 | 上海海事大学 | Floating truss structure for ocean engineering |
| CN203358830U (en) * | 2013-07-24 | 2013-12-25 | 张文泉 | Water floating type building |
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| CN105155582A (en) * | 2015-10-06 | 2015-12-16 | 东北石油大学 | On-water floating and splitting lift type energy-saving building structure system and construction method |
| CN105257076A (en) * | 2015-10-06 | 2016-01-20 | 东北石油大学 | Water floating type split green building structure system and construction method |
| CN105253261A (en) * | 2015-10-06 | 2016-01-20 | 东北石油大学 | Lifting type water floating split green building structure system and construction method |
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