CN105015721A - Earthquake-resistant, wind-resistant and flood-preventing mobile building water foundation - Google Patents
Earthquake-resistant, wind-resistant and flood-preventing mobile building water foundation Download PDFInfo
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- CN105015721A CN105015721A CN201410160359.5A CN201410160359A CN105015721A CN 105015721 A CN105015721 A CN 105015721A CN 201410160359 A CN201410160359 A CN 201410160359A CN 105015721 A CN105015721 A CN 105015721A
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- water
- building
- base plinth
- buoyancy aid
- melt pit
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Abstract
The invention relates to an earthquake-resistant, wind-resistant and flood-preventing mobile building water foundation, in particular an earthquake-resistant, wind-resistant and flood-preventing mobile building water foundation which is arranged by using soft and hard characteristics of the water so that a building constructed on the building water foundation can be earthquake-resistant, wind-resistant and flood-preventing and can also move. The earthquake-resistant, wind-resistant and flood-preventing mobile building water foundation comprises a building foundation framework, a floating body and a water foundation pit. A building is constructed on the building foundation framework. The floating body is connected with the bottom of the building foundation framework. The floating body connected with the building foundation framework floats in a water body in the water foundation pit so that the building constructed on the building foundation framework can be earthquake-resistant, wind-resistant and flood-preventing and can also move by using the soft and hard characteristics of the water.
Description
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 featured configuration building foundation that water is not only soft but also firm, make the building of building on it can antidetonation, wind resistance can control flood again, the also water base plinth of moveable antidetonation wind resistance flood control Collapsible building.
Background technology
At present, the technology such as drive piles in employing ground, known building foundation, ground is 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 to develop advantage to the existing background technology in the world, overcome not enough reference or optimal combination.Technology innovation in namely Modern Significance succession.Just as adamas and graphite are all made up of carbon atom.But the combination of " isomerism " but causes the two diverse character between carbon atom.Adamas popular name diamond.Be the hardest material of occurring in nature, have the laudatory title of the king of " king of hardness " and jewel.Graphite is then one of the softest material.So-called " the raw Huainan of tangerine is then tangerine, and raw is then trifoliate orange in the Huaibei " " have suffered repeated defeats and fight repeatedly after suffering repeated defeats ".Research and develop a kind of featured configuration building foundation utilizing water not only soft but also firm, make the building of building on it can antidetonation, wind resistance can control 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.A kind of featured configuration building foundation utilizing water not only soft but also firm is provided, make the building of building on it can antidetonation, wind resistance can control flood again, the also water base plinth of moveable antidetonation wind resistance flood control Collapsible building.
The technical scheme that the present invention solves the employing of its technical matters is:
The water base plinth of antidetonation wind resistance flood control Collapsible building is by building foundation framework, and buoyancy aid, water base plinth melt pit is formed.Building foundation base of frame is fixedly connected buoyancy aid, the buoyancy aid fixedly connected with building foundation framework is attached with the device of wave absorption stability float, hookup mechanism is had to be linked with stabilizing device bottom buoyancy aid, hookup mechanism between buoyancy aid and stabilizing device is attached with length adjustment device, bottom the stabilizing device be linked with bottom buoyancy aid or building foundation framework be attached with the anchor fitting with ground limited separation variable binding, the anchor fitting being linked with ground is added with the anchor fitting of ground limited separation variable binding, water is had in water base plinth melt pit, the buoyancy aid fixedly connected with building foundation framework is had in water body in water base plinth melt pit, the device of device into water and draining is had in water base plinth melt pit, the device that water level regulates is attached with in water base plinth melt pit, water level is attached with in water base plinth melt pit, the device of monitoring water quality, the anchor fitting being embedded with ground is added at the bottom of water base plinth melt pit.The building foundation framework of various shape such as oblong, square is manufactured with various high strength such as steel pipe, girder steel, reinforced concrete pipe, reinforced beam, erosion resisting material.Building foundation base of frame is fixedly connected the buoyancy aid of circle, various shape such as cylindrical and material.Hookup mechanism is had bottom buoyancy aid, hookup mechanism is linked with 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 various shapes such as side's plate shape or be linked with 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 strengthening vertical plate of various shapes such as side's plate shape or horizontal stable chassis and strengthening vertical harden the stabilizing device of various form such as fit, hookup mechanism between buoyancy aid and stabilizing device is attached with (to be illustrated the style of writing that patent law detailed rules for the implementation the 22nd article of qualifying part style of writing is understood according to me: the meaning be attached with refers to: have additional inessential technical characteristic feasible, not additional inessential technical characteristic is good.But the technique effect that both produce is different.Briefly: be exactly the two kinds of situations that there is not additional inessential technical characteristic or have additional inessential technical characteristic) length adjustment device of various form such as spiral expanding, plunger air pressure, hydraulically extensible, makes building foundation framework also can level stand firm on injustice, soft ground.The water base plinth of antidetonation wind resistance flood control Collapsible building has the water base plinth melt pit deep-cutting on ground and cheat and build up.Water is had in water base plinth melt pit.The buoyancy aid fixedly connected with building foundation framework is had in water body in water base plinth melt pit.Water base plinth melt pit is attached with and utilizes the device of water inlet and the device of draining that in life, various form such as water, rainwater, tap water supplies water.Ensure that in water base plinth melt pit, Running water never becomes putrid.Be attached with the device that water level regulates in water base plinth melt pit, regulate the flowing water in water base plinth melt pit to keep suitable water level, and then the buoyancy of building foundation framework can be regulated.The characteristic utilizing water not only soft but also firm makes building energy antidetonation, the wind resistance of building on it.The buoyancy aid fixedly connected with building foundation framework is attached with the device of the wave absorption stability float of various form.Flood comes interim, and framework fixedly connected buoyancy aid buoyancy in building foundation holds up the building of building foundation framework and upper structure thereof and stablely to swim on the water surface.The device of water level, monitoring water quality is attached with in water base plinth melt pit.For grasping water level, the water quality in water base plinth melt pit in real time.Ground at the bottom of water base plinth melt pit or the ground of building foundation base of frame add be embedded with ground ring, the anchor fitting on various form ground such as hook.The anchor fitting on ground is linked with bottom the stabilizing device that is linked with bottom buoyancy aid or building foundation framework is attached with flood stage adapt length coupling chain or link the anchor fitting of various forms such as cable and ground limited separation variable binding.During for ensureing flood rise, building foundation framework can float, the buoyancy aid do not floated from, during flood subsidence and building foundation framework is fixedly connected can fall back in water base plinth melt pit.
Wave is the boundary wave between water and air as you know.The device of various form wave absorption stability float can intercept the conduction of boundary wave, and buoyancy aid is floated in stable water body.Thus ensured buoyancy aid link, the building foundation framework that support swims on great waves also can held stationary, and the building of building on it can be controlled flood.The buoyancy aid fixedly connected with building foundation framework is attached with the device of the wave absorption stability float of various form.The wave absorption damping material of various luffa shapes such as the various corrosion resistant material such as the useful plastic flagstone of device, plastic pipe, metal sheet, metal tube of wave absorption stability float or thin plastics silk thread, thin nylon wire manufactures cylindrical or various shape such as square column type or streamline cylindricality, around the wave absorption cover body being enclosed in buoyancy aid periphery.Buoyancy aid is had in wave absorption cover body.Buoyancy aid in cover body links, supports building foundation framework.Wave absorption cover body has shackle, lifting rope, collet, stablizes the suspension gear of the cover body of various forms such as buoyant device, and the suspension gear of cover body is used for making cover body as harbour of refuge all the time around being enclosed in buoyancy aid periphery wave absorption, the water body in steady cover body.Wave absorption cover body adds the adjustment cover body drying height of various form, the devices of underwater penetration such as porose adjustment, buoyancy, counterweight adjustment, for the drying height, the underwater penetration that regulate wave absorption cover body to screen the region of buoyancy aid.Wave absorption cover body is attached with the stabilizing device of various forms such as horizontal stabilizer or counterweight makes wave absorption cover body keep better, stable mode of operation that buoyancy aid is linked, the building foundation framework that supports swims in also can held stationary on great waves.
Beneficial effect of the present invention:
The featured configuration building foundation that the water base plinth of antidetonation wind resistance flood control Collapsible building utilizes water not only soft but also firm, make the building of building on it can antidetonation, wind resistance can control flood again, also removable, be particularly suitable for building the building be in as Japanese this earthquake, 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 device 6. water base plinth melt pit 7. of intaking in the device 5. water base plinth melt pit of building foundation framework 2. buoyancy aid 3. stabilizing device 4. wave absorption stability float
Detailed description of the invention
Below in conjunction with accompanying drawing 1, enforcement the present invention is further described:
The length of each length adjustment device 1, regulating the hookup mechanism between buoyancy aid 2 and stabilizing device 3 to be attached with.Building foundation framework 1 also can level be stood firm on injustice, soft ground.Just can build building on building foundation framework 1.Or deep-cut hole on ground and build up water base plinth melt pit 6.The buoyancy aid 2 fixedly connected with building foundation framework 1 is placed in water base plinth melt pit 6 li.Building foundation framework 1 builds building.The device 5 of intaking in water base plinth melt pit that in life, the various form such as water, rainwater, tap water supplies water is utilized to control the water level of water base plinth melt pit 6 li toward water base plinth melt pit 6 li device 7 draining of draining in water base plinth melt pit that adds water and utilize.Water base plinth melt pit 6 li is attached with the device of water level, monitoring water quality, can grasp water level, the water quality of water base plinth melt pit 6 li in real time, and Running water never becomes putrid to ensure water base plinth melt pit 6 li.Water base plinth melt pit 6 li is attached with the device that water level regulates, and regulates the flowing water of water base plinth melt pit 6 li to keep suitable water level.Buoyancy aid 2 fixedly connected with building foundation framework 1 in the water body of water base plinth melt pit 6 li.The characteristic utilizing water not only soft but also firm makes building energy antidetonation, the wind resistance of building on it.During flood rise, and the fixedly connected buoyancy aid 2 of building foundation framework 1 holds up the building of building foundation framework 1 and upper structure thereof at floating on water.The device 4 of various form wave absorption stability float that the buoyancy aid 2 fixedly connected with building foundation framework 1 is attached with has intercepted the conduction of boundary wave, and buoyancy aid 2 is floated in stable water body.Thus ensured that buoyancy aid 2 links, the building foundation framework 1 that supports swims on great waves also can held stationary, and the building of building on it can be controlled flood.Bottom the stabilizing device 3 be linked with bottom buoyancy aid 2 or building foundation framework 1 be attached be linked with the anchor fitting on ground with the adapt coupling chain of length or the anchor fitting that links various forms such as cable and ground limited separation variable binding of flood stage.When ensureing flood rise, building foundation framework 1 can float but the buoyancy aid 2 do not floated from, during flood subsidence and building foundation framework 1 is fixedly connected can fall back to water base plinth melt pit 6 li.
2, ground collar tie beam, building foundation framework are set will move to reinforce bottom resettlement heritage buildings, Stationary liquid are installed and answer the buoyancy aid of buoyancy.Excavate water base plinth melt pit.Water base plinth melt pit is scraped out the canaliform trench of class, and through heritage buildings will move the new address of resettlement, discharges water in water base plinth melt pit, utilizes class canal boat transportation technique can move heritage buildings by the mobile of safety.
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 is formed, it is characterized in that: described building foundation base of frame is fixedly connected buoyancy aid, the buoyancy aid fixedly connected with building foundation framework is attached with the device of wave absorption stability float, hookup mechanism is had to be linked with stabilizing device bottom buoyancy aid, hookup mechanism between buoyancy aid and stabilizing device is attached with length adjustment device, bottom the stabilizing device be linked with bottom buoyancy aid or building foundation framework be attached with the anchor fitting with ground limited separation variable binding, the anchor fitting being linked with ground is added with the anchor fitting of ground limited separation variable binding, water is had in water base plinth melt pit, the buoyancy aid fixedly connected with building foundation framework is had in water body in water base plinth melt pit, the device of device into water and draining is had in water base plinth melt pit, the device that water level regulates is attached with in water base plinth melt pit, water level is attached with in water base plinth melt pit, the device of monitoring water quality, the anchor fitting being embedded with ground is added at the bottom of water base plinth melt pit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410160359.5A CN105015721B (en) | 2014-04-17 | 2014-04-17 | The antidetonation wind resistance flood control water base plinth of Collapsible building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410160359.5A CN105015721B (en) | 2014-04-17 | 2014-04-17 | The antidetonation wind resistance flood control water base plinth of Collapsible building |
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| Publication Number | Publication Date |
|---|---|
| CN105015721A true CN105015721A (en) | 2015-11-04 |
| CN105015721B CN105015721B (en) | 2019-02-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410160359.5A Active CN105015721B (en) | 2014-04-17 | 2014-04-17 | The antidetonation wind resistance flood control water base plinth of Collapsible building |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1747606A1 (en) * | 1989-08-22 | 1992-07-15 | Ленинградский зональный научно-исследовательский и проектный институт типового и экспериментального проектирования жилых и общественных зданий | Earthquakeproof foundation of buildings and structures |
| JPH11172958A (en) * | 1997-12-10 | 1999-06-29 | Shimizu Corp | Floating type base isolation structure |
| CN1309221A (en) * | 2001-02-26 | 2001-08-22 | 高强 | Antiseismic flood-resistant house |
| CN102296641A (en) * | 2011-06-02 | 2011-12-28 | 杨贻方 | Anti-seismic building structure |
| CN203876958U (en) * | 2014-04-17 | 2014-10-15 | 朱剑文 | Movable building water foundation with shock resistance, wind resistance and flood control |
-
2014
- 2014-04-17 CN CN201410160359.5A patent/CN105015721B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1747606A1 (en) * | 1989-08-22 | 1992-07-15 | Ленинградский зональный научно-исследовательский и проектный институт типового и экспериментального проектирования жилых и общественных зданий | Earthquakeproof foundation of buildings and structures |
| JPH11172958A (en) * | 1997-12-10 | 1999-06-29 | Shimizu Corp | Floating type base isolation structure |
| CN1309221A (en) * | 2001-02-26 | 2001-08-22 | 高强 | Antiseismic flood-resistant house |
| CN102296641A (en) * | 2011-06-02 | 2011-12-28 | 杨贻方 | Anti-seismic building structure |
| CN203876958U (en) * | 2014-04-17 | 2014-10-15 | 朱剑文 | Movable building water foundation with shock resistance, wind resistance and flood control |
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| Publication number | Publication date |
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| CN105015721B (en) | 2019-02-19 |
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