CN203876958U - Movable building water foundation with shock resistance, wind resistance and flood control - Google Patents

Movable building water foundation with shock resistance, wind resistance and flood control Download PDF

Info

Publication number
CN203876958U
CN203876958U CN201420194902.9U CN201420194902U CN203876958U CN 203876958 U CN203876958 U CN 203876958U CN 201420194902 U CN201420194902 U CN 201420194902U CN 203876958 U CN203876958 U CN 203876958U
Authority
CN
China
Prior art keywords
water
base plinth
buoyancy aid
building
melt pit
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.)
Expired - Fee Related
Application number
CN201420194902.9U
Other languages
Chinese (zh)
Inventor
朱剑文
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201420194902.9U priority Critical patent/CN203876958U/en
Application granted granted Critical
Publication of CN203876958U publication Critical patent/CN203876958U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model relates to a movable building water foundation with shock resistance, wind resistance and flood control, particularly to a movable building water foundation with shock resistance, wind resistance and flood control, wherein the water foundation can enable constructed buildings to have the advantages of shock resistance, wind resistance, flood control and movability by using the characteristics of flexibility and rigidity of the water to arrange the foundations of the buildings. The water foundation consists of a building foundation framework, floating bodies and water foundation pits, wherein the buildings are constructed on the building foundation framework; the bottom of the building foundation framework is connected with the floating bodies, the floating bodies which are connected with the building foundation framework float on water bodies in the water foundation pits and use the characteristics of flexibility and rigidity of the water to enable the building constructed on the building foundation framework to have the advantages of shock resistance, wind resistance and flood control, and movability.

Description

The water base plinth of antidetonation wind resistance flood control Collapsible building
Technical field
The present invention relates to the water base plinth of a kind of antidetonation wind resistance flood control Collapsible building, especially utilize the not only soft but also firm characteristic of water that a building foundation is set, making to build building on it can antidetonation, wind resistance can be controlled flood again, the water base plinth of antidetonation wind resistance flood control Collapsible building movably also.
Background technology
The technology such as employing ground, known building foundation piling at present,, ground are embedding have following deficiency: antidetonation, the wind loading rating of building are poor, cost is high.Can not control flood, irremovable, be subject to earthquake, typhoon, tsunami, flood harm.Therefore be necessary very much the existing background technology in the world to develop advantage, overcome not enough reference or optimal combination.Technology innovation in namely Modern Significance succession.Just as adamas and graphite are all comprised of carbon atom.But between carbon atom, the combination of " with separating structure " but causes the two complete with different character.Adamas popular name diamond.Be the hardest material of occurring in nature, have the king's of " king of hardness " and jewel laudatory title.Graphite is one of the softest material.So-called " the raw Huainan of tangerine is tangerine, and raw is trifoliate orange in the Huaibei " " have suffered repeated defeats and fight repeatedly after suffering repeated defeats ".Research and develop a kind of not only soft but also firm characteristic of water of utilizing building foundation is set, making to build building on it can antidetonation, wind resistance can be controlled flood again, also removable, the water base plinth of this earthquake of particularly suitable picture Japan, typhoon, tsunami, the multiple country of flood, area building.
Summary of the invention
Technical matters to be solved by this invention is:
Overcome the deficiency of background technology.Provide a kind of not only soft but also firm characteristic of water of utilizing that building foundation is set, making to build building on it can antidetonation, wind resistance can be controlled flood again, the water base plinth of antidetonation wind resistance flood control Collapsible building movably also.
The technical scheme that the present invention solves its technical matters employing is:
Antidetonation wind resistance is controlled flood the water base plinth of Collapsible building by building foundation framework, buoyancy aid, and water base plinth melt pit forms.Building foundation base of frame is fixedly connected buoyancy aid, be attached with the device of wave absorption stability float with the fixedly connected buoyancy aid of building foundation framework, buoyancy aid bottom has hookup mechanism to link and has stabilizing device, hookup mechanism between buoyancy aid and stabilizing device is attached with length adjustment device, the stabilizing device bottom that the link of buoyancy aid bottom has or building foundation framework are attached with the anchor fitting with the limited variable binding of ground interplanar distance, the additional anchor fitting that has ground that links of anchor fitting with the limited variable binding of ground interplanar distance, in water base plinth melt pit, there is water, in water body in water base plinth melt pit, there is the buoyancy aid fixedly connected with building foundation framework, in water base plinth melt pit, have into the device of water and the device of draining, in water base plinth melt pit, be attached with the device that water level regulates, in water base plinth melt pit, be attached with water level, the device of monitoring water quality, the additional anchor fitting that is embedded with ground at the bottom of water base plinth melt pit.With various high strength such as steel pipe, girder steel, reinforced concrete pipe, reinforced beam, erosion resisting material, manufacture the building foundation framework of the wide variety of shapes such as oblong, square.Building foundation base of frame is fixedly connected the buoyancy aid of circle, the wide variety of shapes such as cylindrical and material.Hookup mechanism is arranged at buoyancy aid bottom, hookup mechanism links useful iron plate, various high-strength panel manufacture such as copper coin, cross motion resistance is little, vertical motion resistance is large, circular plate type, the horizontal stable chassis of the wide variety of shapes such as side's plate shape or link useful iron plate, various high-strength panel manufacture such as copper coin, cross motion resistance is large, vertical motion resistance is little, four-bladed vane shape, the harden stabilizing device of the wide range of forms such as fit of the strengthening vertical plate of the wide variety of shapes such as side's plate shape or horizontal stable chassis and strengthening vertical, hookup mechanism between buoyancy aid and stabilizing device is attached with (the style of writing explanation of the 22nd qualifying part style of writing of patent law detailed rules for the implementation being understood according to me: the meaning being attached with refers to: have additional inessential technical characterictic feasible, additional inessential technical characterictic is not good.But the technique effect that both produce is different.Briefly: be exactly to have not additional inessential technical characterictic or have two kinds of situations of additional inessential technical characterictic) length adjustment device of the wide range of forms such as spiral expanding, plunger air pressure, hydraulically extensible also can level be stood firm building foundation framework on injustice, soft ground.The water base plinth of antidetonation wind resistance flood control Collapsible building has to deep-cut on ground cheats the water base plinth melt pit building up.In water base plinth melt pit, there is water.In water body in water base plinth melt pit, there is the buoyancy aid fixedly connected with building foundation framework.The device of water inlet and the device of draining that the wide range of forms such as utilizing water, rainwater, tap water in life that is attached with water base plinth melt pit supplies water.Ensure that in water base plinth melt pit, Running water never becomes putrid.In water base plinth melt pit, be attached with the device that water level regulates, regulate the flowing water in water base plinth melt pit to keep suitable water level, and then can regulate the buoyancy of building foundation framework.Utilize the not only soft but also firm characteristic of water to make to build building energy antidetonation, the wind resistance on it.Be attached with the device of the wave absorption stability float of wide range of forms with the fixedly connected buoyancy aid of building foundation framework.Flood comes interim, and framework fixedly connected buoyancy aid buoyancy in building foundation holds up building stable the swimming on the water surface of building foundation framework and upper structure thereof.In water base plinth melt pit, be attached with the device of water level, monitoring water quality.For grasping in real time water level, the water quality in water base plinth melt pit.Ground at the bottom of water base plinth melt pit or the ground of building foundation base of frame is additional be embedded with encircle, the anchor fitting on the wide range of forms ground such as hook.The anchor fitting on ground link that the stabilizing device bottom that has buoyancy aid bottom to link to have or building foundation framework be attached with flood stage adapt length coupling chain or link the anchor fitting of the wide range of forms such as cable and the limited variable binding of ground interplanar distance.While being used for guaranteeing flood rise building foundation framework can float, do not float from, framework fixedly connected buoyancy aid in during flood subsidence and building foundation can fall back in water base plinth melt pit.
Wave is the boundary wave between water and atmosphere as you know.The device of wide range of forms wave absorption stability float can intercept the conduction of boundary wave, and buoyancy aid is floated in stable water body.Thereby having ensured that buoyancy aid link, the building foundation framework supporting swim on great waves also can held stationary, the building that makes to build on it can be controlled flood.Be attached with the device of the wave absorption stability float of wide range of forms with the fixedly connected buoyancy aid of building foundation framework.The wave absorption damping material of various luffa shapes such as the various corrosion resistant materials such as the useful plastic flagstone of device of wave absorption stability float, plastic pipe, metal sheet, metal tube or thin plastics silk thread, thin nylon wire is manufactured the wide variety of shapes such as cylindrical or square column type or streamline cylindricality, around the wave absorption cover body that is enclosed in buoyancy aid periphery.In wave absorption cover body, there is buoyancy aid.Buoyancy aid in cover body links, is supporting building foundation framework.Wave absorption cover body has shackle, lifting rope, collet, stablizes the suspension gear of the cover body of the wide range of forms such as buoyant device, the suspension gear of cover body be used for making cover body as harbour of refuge all the time around being enclosed in buoyancy aid periphery wave absorption, the steady water body in cover body.Wave absorption cover body adds the adjusting cover body drying height of the wide range of forms such as porose adjusting, buoyancy, counterweight adjusting, the device of underwater penetration, for regulating drying height, the underwater penetration in the region of wave absorption cover body shielding buoyancy aid.Wave absorption cover body is attached with that building foundation framework that the stabilizing device of the wide range of forms such as horizontal stabilizer or counterweight make wave absorption cover body keep better, stable mode of operation to make buoyancy aid link, support swims in also can held stationary on great waves.
Beneficial effect of the present invention:
The water base plinth of antidetonation wind resistance flood control Collapsible building utilizes the not only soft but also firm characteristic of water that building foundation is set, making to build building on it can antidetonation, wind resistance can be controlled flood again, also removable, be particularly suitable for the building of building in the Japanese this earthquake of picture, typhoon, tsunami, the multiple country of flood, area.Utilize class canal boat transportation technique of the present invention, be also specially adapted to the mobile resettlement of heritage buildings safety.
Accompanying drawing explanation
Fig. 1 is the structural representation of the water base plinth of antidetonation wind resistance flood control Collapsible building
In figure: 1. the device of draining in the water base plinth melt pit of the water base plinth melt pit 7. of device 6. of intaking in the water base plinth melt pit of device 5. of building foundation framework 2. buoyancy aid 3. stabilizing device 4. wave absorption stability floats
The specific embodiment
Below in conjunction with 1 pair, accompanying drawing, implementing the present invention is further described:
1, regulate the length of each length adjustment device that the hookup mechanism of 3 of buoyancy aid 2 and stabilizing devices is attached with.Building foundation framework 1 also can level be stood firm on injustice, soft ground.Just can on building foundation framework 1, build building.Or on ground, deep-cut hole and build up water base plinth melt pit 6.To be placed in 6 li of water base plinth melt pits with the fixedly connected buoyancy aid 2 of building foundation framework 1.On building foundation framework 1, build building.The device 5 of intaking in the water base plinth melt pit that utilizes the wide range of forms such as water, rainwater, tap water in life to supply water adds water and utilizes device 7 drainings of draining in water base plinth melt pit to control the water level of 6 li of water base plinth melt pits toward 6 li of water base plinth melt pits.6 li of devices that are attached with water level, monitoring water quality of water base plinth melt pit, can grasp water level, the water quality of 6 li of water base plinth melt pits in real time, and Running water never becomes putrid to ensure 6 li of water base plinth melt pits.6 li of devices that are attached with water level adjusting of water base plinth melt pit, regulate the flowing water of 6 li of water base plinth melt pits to keep suitable water level.In the water body that water base plinth melt pit is 6 li and the fixedly connected buoyancy aid 2 of building foundation framework 1.Utilize the not only soft but also firm characteristic of water to make to build building energy antidetonation, the wind resistance on it.During flood rise, and the building that the fixedly connected buoyancy aid 2 of building foundation framework 1 holds up building foundation framework 1 and upper structure thereof is at floating on water.The device 4 of the wide range of forms wave absorption stability float being attached with the fixedly connected buoyancy aid 2 of building foundation framework 1 has intercepted the conduction of boundary wave, and buoyancy aid 2 is floated in stable water body.Thereby having ensured that building foundation framework 1 that buoyancy aid 2 links, supporting swims on great waves also can held stationary, the building that makes to build on it can control flood.Buoyancy aid 2 bottoms link stabilizing device 3 bottoms have or building foundation framework 1 that be attached with flood stage adapt length coupling chain or link the wide range of forms such as cable and link with the anchor fitting of the limited variable binding of ground interplanar distance the anchor fitting that has ground.While guaranteeing flood rise building foundation framework 1 can float but do not float from, the fixedly connected buoyancy aid 2 of during flood subsidence and building foundation framework 1 can fall back to 6 li of water base plinth melt pits.
2, reinforce ground collar tie beam, building foundation framework are set will move resettlement heritage buildings bottom, the buoyancy aid of fixing corresponding buoyancy is installed.Excavate water base plinth melt pit.Water base plinth melt pit is scraped out to the canaliform trench of class, and through heritage buildings will move the new address of resettlement, in water base plinth melt pit, discharges water, and utilizes class canal boat transportation technique moving of safety to move heritage buildings.

Claims (1)

1. the water base plinth of antidetonation wind resistance flood control Collapsible building, by building foundation framework, buoyancy aid, water base plinth melt pit forms, it is characterized in that: described building foundation base of frame is fixedly connected buoyancy aid, be attached with the device of wave absorption stability float with the fixedly connected buoyancy aid of building foundation framework, buoyancy aid bottom has hookup mechanism to link and has stabilizing device, hookup mechanism between buoyancy aid and stabilizing device is attached with length adjustment device, the stabilizing device bottom that the link of buoyancy aid bottom has or building foundation framework are attached with the anchor fitting with the limited variable binding of ground interplanar distance, the additional anchor fitting that has ground that links of anchor fitting with the limited variable binding of ground interplanar distance, in water base plinth melt pit, there is water, in water body in water base plinth melt pit, there is the buoyancy aid fixedly connected with building foundation framework, in water base plinth melt pit, have into the device of water and the device of draining, in water base plinth melt pit, be attached with the device that water level regulates, in water base plinth melt pit, be attached with water level, the device of monitoring water quality, the additional anchor fitting that is embedded with ground at the bottom of water base plinth melt pit.
CN201420194902.9U 2014-04-17 2014-04-17 Movable building water foundation with shock resistance, wind resistance and flood control Expired - Fee Related CN203876958U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420194902.9U CN203876958U (en) 2014-04-17 2014-04-17 Movable building water foundation with shock resistance, wind resistance and flood control

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420194902.9U CN203876958U (en) 2014-04-17 2014-04-17 Movable building water foundation with shock resistance, wind resistance and flood control

Publications (1)

Publication Number Publication Date
CN203876958U true CN203876958U (en) 2014-10-15

Family

ID=51677485

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420194902.9U Expired - Fee Related CN203876958U (en) 2014-04-17 2014-04-17 Movable building water foundation with shock resistance, wind resistance and flood control

Country Status (1)

Country Link
CN (1) CN203876958U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105015721A (en) * 2014-04-17 2015-11-04 朱剑文 Earthquake-resistant, wind-resistant and flood-preventing mobile building water foundation
CN105557387A (en) * 2015-11-30 2016-05-11 中国农业大学 Greenhouse flood-resistant structure
CN105882898A (en) * 2015-01-12 2016-08-24 朱剑文 Underwater air cushion device for ocean platform

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105015721A (en) * 2014-04-17 2015-11-04 朱剑文 Earthquake-resistant, wind-resistant and flood-preventing mobile building water foundation
CN105015721B (en) * 2014-04-17 2019-02-19 朱剑文 The antidetonation wind resistance flood control water base plinth of Collapsible building
CN105882898A (en) * 2015-01-12 2016-08-24 朱剑文 Underwater air cushion device for ocean platform
CN105557387A (en) * 2015-11-30 2016-05-11 中国农业大学 Greenhouse flood-resistant structure

Similar Documents

Publication Publication Date Title
KR20060094018A (en) Wave power station
JP2008516113A5 (en)
US3191388A (en) Slender column support for offshore platforms
CN104210627B (en) Build the device and method of lower water for jack-up unit level land
CN106438177B (en) Utilize the floating pendulum-type artificial ocean sinking device and control method of wave energy
CN203876958U (en) Movable building water foundation with shock resistance, wind resistance and flood control
CN203939028U (en) Portable marine piling position-limited rack
CN101769225A (en) Lift-type double floating body tidal power generating platform
CN103786842A (en) Floating building structure and construction method
CN207692731U (en) A kind of wind wave-resisting net casing cultivation apparatus
CN106522263B (en) A kind of wind-powered electricity generation complete machine construction method of four bucket foundations and concrete support structure
CN205962357U (en) Exempt from to trade net or easily trade net from flexible box with a net of polygon tension leg of mooring
CN105010189A (en) Lifting-type cultivation net cage
CN204949101U (en) Box with a net is bred to over -and -under type
CN206728907U (en) A kind of aquaculture net cage
CN105480386A (en) Overwater operation platform
CN108750014A (en) The support anchor structure and construction method of a kind of floating on water photovoltaic plant suitable for high water-level amplitude
CN106592745B (en) Well lid floatage-type is from opening/closing system and its working method
CN102912762A (en) Dam with pile groups and permeable frame and construction method of dam
CN116513384A (en) Water floating platform device and installation method thereof
CN109178225B (en) Pull rod type undocking method for semi-submersible type ocean engineering platform
CN105401564B (en) Construction method for fixing tidal current energy power generation device to water bottom and tidal current energy power generation device
CN105443311B (en) It is fixed on water-bed tidal current energy generating equipment
JP2013123936A (en) Device and method for reinforcing support leg of self-elevating platform
CN105015721A (en) Earthquake-resistant, wind-resistant and flood-preventing mobile building water foundation

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141015

Termination date: 20190417