JP2006299541A - Base isolation device using rubber-made water storage tank and power generation system - Google Patents

Base isolation device using rubber-made water storage tank and power generation system Download PDF

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JP2006299541A
JP2006299541A JP2005119140A JP2005119140A JP2006299541A JP 2006299541 A JP2006299541 A JP 2006299541A JP 2005119140 A JP2005119140 A JP 2005119140A JP 2005119140 A JP2005119140 A JP 2005119140A JP 2006299541 A JP2006299541 A JP 2006299541A
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Prior art keywords
storage tank
water storage
rubber
rainwater
water
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Noboru Yajima
昇 谷島
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COSMO TEC KK
Cosmotec KK
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COSMO TEC KK
Cosmotec KK
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    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F28—HEAT EXCHANGE IN GENERAL
    • F28D—HEAT-EXCHANGE APPARATUS, NOT PROVIDED FOR IN ANOTHER SUBCLASS, IN WHICH THE HEAT-EXCHANGE MEDIA DO NOT COME INTO DIRECT CONTACT
    • F28D20/00—Heat storage plants or apparatus in general; Regenerative heat-exchange apparatus not covered by groups F28D17/00 or F28D19/00
    • F28D20/0034—Heat storage plants or apparatus in general; Regenerative heat-exchange apparatus not covered by groups F28D17/00 or F28D19/00 using liquid heat storage material
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F28—HEAT EXCHANGE IN GENERAL
    • F28D—HEAT-EXCHANGE APPARATUS, NOT PROVIDED FOR IN ANOTHER SUBCLASS, IN WHICH THE HEAT-EXCHANGE MEDIA DO NOT COME INTO DIRECT CONTACT
    • F28D20/00—Heat storage plants or apparatus in general; Regenerative heat-exchange apparatus not covered by groups F28D17/00 or F28D19/00
    • F28D20/0034—Heat storage plants or apparatus in general; Regenerative heat-exchange apparatus not covered by groups F28D17/00 or F28D19/00 using liquid heat storage material
    • F28D20/0043—Heat storage plants or apparatus in general; Regenerative heat-exchange apparatus not covered by groups F28D17/00 or F28D19/00 using liquid heat storage material specially adapted for long-term heat storage; Underground tanks; Floating reservoirs; Pools; Ponds
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/20—Hydro energy
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E20/00—Combustion technologies with mitigation potential
    • Y02E20/14—Combined heat and power generation [CHP]
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/14—Thermal energy storage
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E70/00—Other energy conversion or management systems reducing GHG emissions
    • Y02E70/30—Systems combining energy storage with energy generation of non-fossil origin

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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Control Of Eletrric Generators (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a system capable of increasing rainwater utilization value up to the maximum extent by combining with hybrid power generation because there is few possibility for a rainwater utilizing method, almost all the amount of rainwater is thrown away, and an installation space and large amount of cost are required to increase amount of stored rainwater. <P>SOLUTION: An upper part rubber-made water storage tank 22 being a seismic response control device is provided in an upper part of a building, and a lower part rubber-made water storage tank 23 being a base isolation device is provided in a lower part of the building. The rainwater falling on a roof 24 is stored in the upper part rubber-made water storage tank 22 through a gutter 25 and a water collection pipe 26. A water turbine power generator 31 is rotated and generates electricity through a flow-down pipe 30 by position energy of rainwater. When amount of stored water in the upper part rubber-made water storage tank 22 is reduced, rainwater is returned into the upper part rubber-made water storage tank 22 through a pumping pipe 29 by a pumping pump 28. The pumping pump 28 is driven by sunlight and electricity of a wind power generator 33 to generate electricity always by circulation of rainwater. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、屋根軒先の雨樋からの雨水を建物内空き空間を利用貯水し、雨水利用の発電を行うと共に、地震時の免震、制震装置となるゴム製貯水タンクに関す
る。 The present invention relates to a rubber water storage tank that stores rainwater from the rain gutter at the roof eaves using an empty space in a building and generates power using rainwater, and also serves as a seismic isolation and vibration control device in the event of an earthquake.

雨水を貯水するためには、建物の周りにタンクを設置する。また、地下にタンクを埋設するなど、多大なスペースと費用を必要とした。   In order to store rainwater, a tank is installed around the building. In addition, it required a lot of space and cost, such as burying a tank underground.

雨水の利用方法としては、水洗トイレ、洗車、散水などに限られており、雨水の利用価値が低く、一般家庭には、ほとんど雨水利用タンクの設置がなされてい
ない。 Rainwater use methods are limited to flush toilets, car wash, watering, etc., and the use value of rainwater is low, and rainwater use tanks are hardly installed in ordinary households.

建物に従来の免震装置を取付けるには、大がかりな工事となり、多大な費用を要するため、ほとんど免震対策がなされていない。   Installing a conventional seismic isolation device in a building is a large-scale construction and requires a great deal of cost, so there are almost no seismic isolation measures taken.

従来のゴムを利用した免震装置は、荷重が長時間作用した場合に時間の経過とともに材料が伸びて、き裂が発生し破壊に至るクリープ現象による建物沈下の問
題がある。 Conventional seismic isolation devices using rubber have a problem of building settlement due to a creep phenomenon in which a material is stretched over time when a load is applied for a long time and a crack is generated, leading to destruction.

上下方向の地震動による建物の破壊が数多く見られる。しかしながら、従来の免震装置は、もっぱら水平方向の地震動に対して振動を低減することを主体とす
るものである。 Many buildings are destroyed by vertical ground motion. However, conventional seismic isolation devices mainly focus on reducing vibration against horizontal ground motion.

従来、雨水を利用した発電装置としては、特開平８−２３７９９７号，特開２００３−５６４４１号などが提案されている。前記２つの発明はいずれも雨水を
落下させることによって水車を回転させて発電するものであるが、以下のような問題点があり、実用化には適さないものであった。 Conventionally, as a power generator using rainwater, JP-A-8-237997 and JP-A-2003-56441 have been proposed. Both of the above-mentioned two inventions generate electricity by rotating a water wheel by dropping rainwater, but have the following problems and are not suitable for practical use.

特開平８−２３７９９７号の発明は、発電に利用された雨水はそのまま排出される。したがって、発電量は降雨量に左右され、常時一定の発電量を得る事はで
きない。 In the invention of JP-A-8-237997, rainwater used for power generation is discharged as it is. Therefore, the amount of power generation depends on the amount of rainfall, and a constant power generation amount cannot always be obtained.

特開２００３−５６４４１号の発明は、上部に貯水タンクがなく、揚水ポンプにより雨水を落差発電に利用しているが、揚水ポンプに電気を消費し、多くの発
電量を得る事はできない。
In the invention of Japanese Patent Laid-Open No. 2003-56441, there is no water storage tank in the upper part, and rainwater is used for drop power generation by a pump, but electricity is consumed by the pump and a large amount of power generation cannot be obtained.

従来の金属、樹脂、コンクリート製の貯水タンクでは、多大な設置スペースが必要であり、費用も多大にかかるため、貯水量が限られおり、雨降水時にタンク
容量以上の雨水は捨てられている。貯水量が少ないので、水洗トイレ、洗車など利用方法が少ない。 Conventional water storage tanks made of metal, resin, and concrete require a large amount of installation space and are very expensive. Therefore, the amount of water storage is limited, and rainwater exceeding the tank capacity is discarded when it rains. Since the amount of water stored is small, there are few methods of use such as flush toilets and car wash.

既存建築物に免震装置を取付けるのは、非常に大がかりな改修工事になってしまう。   Installing a seismic isolation device on an existing building is a very large renovation work.

太陽光，風力発電は常時利用できるものではない。    Solar and wind power generation is not always available.

本発明は、前記諸点に鑑みてなされたものであって、その目的とするところは、雨水貯水タンクを免震装置として活用すると共に、空き空間を利用することで
貯水量を増やし、さらに、ハイブリッド発電と組合せて、雨水利用価値を最大限に高めるシステムを提供する。 The present invention has been made in view of the above-mentioned points. The purpose of the present invention is to use the rainwater storage tank as a seismic isolation device, increase the amount of stored water by using an empty space, and further Provide a system that maximizes the value of rainwater use in combination with power generation.

軽量のゴム製タンクを使うことにより、小さな入口からも入り、既存建物にも簡単に設置でき、建物の屋上、壁内、床下等の空き空間に設置することにより、
貯水量を増やし、建物上部と建物下部に貯水タンクを設置したことを特徴とする。 By using a lightweight rubber tank, it can be entered from a small entrance and easily installed in existing buildings. By installing it in open spaces such as the rooftop, walls, and under floors of buildings,
It is characterized by increasing the amount of water stored and installing water storage tanks at the top and bottom of the building.

ゴム製タンクに水を貯めることにより建物を弾性支持して地盤から加わる振動を遮断する免震効果と、建物に加わった振動エネルギーを水の振動エネルギーに
変換して建物の振動を減衰させる制震効果を備えてなることを特徴とする。 The seismic isolation effect that elastically supports the building by storing water in a rubber tank and blocks the vibration applied from the ground, and the vibration control that attenuates the vibration of the building by converting the vibration energy applied to the building into the vibration energy of water It is characterized by having an effect.

建物の上部と下部に雨水の貯水タンクを設置し、太陽光，風力発電と組合せて、下部貯水タンクの雨水を電動揚水ポンプで上部貯水タンクへ汲み上げ、該上部
貯水タンクの雨水位置エネルギーを利用する落差発電装置、該発電装置を制御する制御装置を備え、雨水が循環できる構成とし、太陽光，風力発電が出来ない時
でも雨水発電の出来ることを特徴とする。 Rainwater storage tanks are installed at the top and bottom of the building, combined with solar and wind power generation, the rainwater in the lower storage tank is pumped to the upper storage tank by an electric pump, and the rainwater potential energy of the upper storage tank is used A head generator and a controller for controlling the power generator are provided so that rainwater can be circulated, and rainwater power can be generated even when solar power and wind power cannot be generated.

なお、タンクの材質はゴム製に限定するものでなく、ビニール等の伸縮性、気密性ある材質を使用することができる。   In addition, the material of the tank is not limited to rubber, and a stretchable and airtight material such as vinyl can be used.

床下に設置した水圧を掛けたゴム製貯水タンクが、建物荷重を受けることにより建物脚部にかかる荷重が減少する。水圧を掛けたゴム製貯水タンクは、横縦方
向に柔らかいので、建物の固有周期を地震の周期からずらす作用を有し、地震により建物が受ける加速度が小さくなる。本発明によれば地震による建物の損壊の
防止が可能である。 The load applied to the leg of the building is reduced when the rubber water storage tank installed under the floor receives the building load. Since the water storage rubber rubber tank is soft in the horizontal and vertical directions, it has the effect of shifting the natural period of the building from the period of the earthquake, and the acceleration received by the building due to the earthquake is reduced. According to the present invention, it is possible to prevent damage to buildings due to an earthquake.

屋上、壁内に設置した一対よりなるゴム製貯水タンクは、タンクの下部に設けられた連結管により接続され、一対のタンクはＵ字型に構成される。タンク内に
貯められた水を振動体として利用し、建物外力に相反する力を作用させ、建物振動を低減する。本発明によれば地震、風による揺れによる不快感をなくすことが
できる。 A pair of rubber water storage tanks installed on the roof and in the walls are connected by a connecting pipe provided in the lower part of the tank, and the pair of tanks is formed in a U-shape. The water stored in the tank is used as a vibrating body, and a force that conflicts with the building external force is applied to reduce building vibration. According to the present invention, it is possible to eliminate discomfort due to earthquakes and wind-induced shaking.

空き空間に設置できるので貯水量を増やせ、かつ建物上部と下部に貯水することにより、雨水の位置エネルギーを利用する落差発電と太陽光，風力発電の組合
せにより、雨水利用の付加価値を高めることができる。 Since it can be installed in an empty space, the amount of stored water can be increased, and by storing water at the top and bottom of the building, the added value of rainwater use can be increased by the combination of drop power generation that uses the potential energy of rainwater, solar power, and wind power generation. it can.

住宅の空き空間に貯水することにより、断熱，遮音効果があり、居住環境の快適性が向上し、火災時の消火用水、災害時の非常用水などへの活用も可能であ
る。 By storing water in an empty space in a house, there is an insulation and sound insulation effect, the comfort of the living environment is improved, and it can also be used for fire extinguishing water in case of fire, emergency water in case of disaster.

（実施形態１）図１および図２は、建物と基礎土台との間に介在された本発明に係る免震装置となるゴム製貯水タンクの実施形態を示すものである。図１は、
本発明のゴム製貯水タンクの概略構成を示すものである。円柱状または角柱状をなしたゴム製タンク２の上部に上部固定板３が、下部に下部固定板４が気密に接
着され、該上下固定板３，４には該ゴムタンク２に連通する配管口５が穿設されており、前記ゴム製タンク２の内部には、該配管口５より水１２が充填され、水
圧を掛けることにより相対的に上下、左右動自在に支承される。 (Embodiment 1) FIGS. 1 and 2 show an embodiment of a rubber water storage tank which is a seismic isolation device according to the present invention interposed between a building and a foundation base. FIG.
1 shows a schematic configuration of a rubber water storage tank according to the present invention. An upper fixing plate 3 and a lower fixing plate 4 are hermetically bonded to an upper portion and a lower portion of a rubber tank 2 having a columnar shape or a prismatic shape, respectively, and a piping port communicating with the rubber tank 2 is connected to the upper and lower fixing plates 3 and 4. The rubber tank 2 is filled with water 12 from the piping port 5 and is supported so as to be relatively movable up and down and left and right by applying water pressure.

図２は、本発明のゴム製貯水タンク１の概略取付図を示すものである。前記上部固定板３は固定ボルト６を介して建物床７に固定されており、前記下部固定板
４は基礎土台９に埋め込まれたアンカーボルト８を介して該基礎土台９に固定されている。建物荷重は脚部１０に支えられているが、当該ゴム製貯水タンク１で
も建物荷重を支えることにより前記脚部１０にかかる荷重は軽減される。以上の構成からなる免震装置となる前記ゴム製貯水タンク１において、地震時に地震動
が加わった際に、ゴムの伸縮性により横縦方向に柔らかいので、建物の固有周期を地震の周期からずらす作用を有し、地震により建物が受ける加速度が小さくな
り、地震の振動エネルギーを直接建物に伝えることを軽減して建物を守ることができる。 FIG. 2 is a schematic attachment view of the rubber water storage tank 1 of the present invention. The upper fixing plate 3 is fixed to the building floor 7 via fixing bolts 6, and the lower fixing plate 4 is fixed to the foundation base 9 via anchor bolts 8 embedded in the foundation base 9. Although the building load is supported by the leg portion 10, the load applied to the leg portion 10 is reduced by supporting the building load in the rubber water storage tank 1 as well. In the rubber water storage tank 1 which is the seismic isolation device having the above-described structure, when an earthquake motion is applied during an earthquake, the elastic period of the rubber softens in the horizontal and vertical directions, so that the natural period of the building is shifted from the period of the earthquake. The acceleration that the building receives due to the earthquake is reduced, and the building can be protected by reducing the transmission of the vibration energy of the earthquake directly to the building.

なお、前記脚部１０は上下方向には硬く、水平方向には柔らかい性能を持った免震構造脚のほうがより効果的である。   In addition, the said base part 10 is more effective in the base-isolated structure leg which is hard in the up-down direction and has the soft performance in the horizontal direction.

図３は、建物と基礎土台との間に介在された本発明に係る免震装置となる他のゴム製貯水タンクの概略構成図であり、同一符号は図１と同一物を示す。前記ゴ
ム
製貯水タンク１を複数個重ねた構造になっており、中間板１３の中心に孔１４が有り、該中間板１３の間にはシール部材１５が有り、前記中間板１３は連結ボル
ト１６にて気密に固着され、上下タンクが連通し、一体のゴム製貯水タンクとなっている。複数個タンクを重ねることにより、設置条件に適した高さに変えるこ
とが可能である。 FIG. 3 is a schematic configuration diagram of another rubber water storage tank that is a seismic isolation device according to the present invention interposed between a building and a foundation base, and the same reference numerals denote the same components as those in FIG. A plurality of the rubber water storage tanks 1 are stacked, a hole 14 is provided at the center of the intermediate plate 13, a seal member 15 is provided between the intermediate plates 13, and the intermediate plate 13 includes a connecting bolt 16. The upper and lower tanks communicate with each other and become an integrated rubber water storage tank. By stacking multiple tanks, it is possible to change the height to suit the installation conditions.

（実施形態２）図４は、屋上または壁内に設置された本発明に係る制震装置となるゴム製貯水タンクの実施形態を示すものであり、同一符号は図１と同一物を
示す。上部固定板３は支持部材１７により高さが維持されると共に、ゴム製タンク２に連通する通気孔１８が設けられている。該ゴム製タンク２の下部には接続
口１９があり、一対の前記ゴム製タンクの該接続口１９が向き合って連結管２０にて接続されている。前記一対のゴム製タンク２はＵ字型に構成され、配管口５
より内部に水１２が貯水されている。前記ゴム製タンク２の上方には、空気室２１が存在している。該空気室２１は前記通気孔１８から大気に連通している。こ
れにより、前記ゴム製タンク２内の前記水１２を振動体として利用し、建物外力に相反する力を作用させ、建物振動を低減する振動抑制装置となる。なお、前記
連結管２０は大径の管が、より効果的であり、複数本を設けても良い。更に、前記空気室２１の圧力はポンプにて空気圧を調整しても良い。本発明に係る貯水タ
ンクは必ずしもゴム製を用いることを要さず、一般的材質のタンクを用いても良い。 (Embodiment 2) FIG. 4 shows an embodiment of a rubber water storage tank which is a vibration control device according to the present invention installed on the rooftop or in the wall, and the same reference numerals as those in FIG. The upper fixing plate 3 is maintained in height by a support member 17 and is provided with a vent hole 18 communicating with the rubber tank 2. A connection port 19 is provided at a lower portion of the rubber tank 2, and the connection ports 19 of the pair of rubber tanks are connected to each other through a connecting pipe 20. The pair of rubber tanks 2 is formed in a U-shape and has a piping port 5.
Further, water 12 is stored inside. An air chamber 21 exists above the rubber tank 2. The air chamber 21 communicates with the atmosphere through the vent hole 18. Thereby, the water 12 in the rubber tank 2 is used as a vibrating body, and a force that opposes the external force of the building is applied to provide a vibration suppressing device that reduces building vibration. The connecting pipe 20 is more effectively a large-diameter pipe, and a plurality of connecting pipes 20 may be provided. Furthermore, the pressure of the air chamber 21 may be adjusted by a pump. The water storage tank according to the present invention does not necessarily need to be made of rubber, and a tank made of a general material may be used.

図５は、本発明に係る雨水利用の貯水発電システムの概要図を示す。図の２２は上部ゴム製貯水タンク、２３は下部ゴム製貯水タンクである。   FIG. 5 shows a schematic diagram of a rainwater-based storage power generation system according to the present invention. In the figure, 22 is an upper rubber water storage tank, and 23 is a lower rubber water storage tank.

屋根２４上に降り注いだ雨は樋２５に流入する。該樋２５には、集水パイプ２６が接続され、該集水パイプ２６を介して上部ゴム製貯水タンク２２に導かれ
る。下部ゴム製貯水タンク２３には配管２７を介して揚水ポンプ２８に接続され、中間に雨水流路を開閉する自動バルブ３４を介在させてある。該揚水ポンプ
２８には揚水管２９が接続してあり、前記上部ゴム製貯水タンク２２に接続してある。前記上部ゴム製貯水タンク２２には流下管３０が接続してあり、中間に自
動バルブ３４を介在させてある。前記流下管３０の下端には水車発電装置３１が設置してある。該水車発電装置３１の排水側には配管３２が接続してあり、該配
管３２の先端は前記下部ゴム製貯水タンク２３に接続してあり、中間に自動バルブ３４を介在させてある。 The rain that has fallen on the roof 24 flows into the gutter 25. A water collecting pipe 26 is connected to the trough 25 and led to the upper rubber water storage tank 22 through the water collecting pipe 26. The lower rubber water storage tank 23 is connected to a pumping pump 28 via a pipe 27, and an automatic valve 34 for opening and closing the rainwater flow path is interposed in the middle. A pumping pipe 29 is connected to the pumping pump 28, and is connected to the upper rubber water storage tank 22. A flow down pipe 30 is connected to the upper rubber water storage tank 22, and an automatic valve 34 is interposed in the middle. A water turbine generator 31 is installed at the lower end of the flow down pipe 30. A pipe 32 is connected to the drain side of the water turbine generator 31, the tip of the pipe 32 is connected to the lower rubber water storage tank 23, and an automatic valve 34 is interposed in the middle.

このように構成された図示の貯水発電システムにおいて、屋根２４に降り注いだ雨水は、上部ゴム製貯水タンク２２に貯水され、該上部ゴム製貯水タンク２２
の雨水の位置エネルギーにより流下管３０を介して水車発電装置２８が回転し発電される。前記上部ゴム製貯水タンク２２の水量が一定量より少なくなると、下
部ゴム製貯水タンク２３より揚水ポンプ２８により揚水管２９を介し前記上部ゴム製貯水タンク２２に水を汲み上げ戻される。前記揚水ポンプ２８は太陽光，風
力発電装置３３の電気で駆動される。自動バルブ３４，前記揚水ポンプ２８，前記水車発電装置３１および前記太陽光，風力発電装置３３を制御する制御装置
（図示せず）を備え、該制御装置による制御で、前記上部ゴム製貯水タンク２２から前記水車発電装置３１への流下および前記下部ゴム製貯水タンク２３から前
記揚水ポンプ２８での揚水が行われ、雨水が循環出来ることで、太陽光，風力発電が出来ない時でも発電が可能となる。なお、本発明に係る貯水タンクは必ずし
もゴム製を用いることを要さず、一般的材質のタンクを用いても良い。 In the illustrated water storage power generation system configured as described above, rain water that has poured onto the roof 24 is stored in the upper rubber water storage tank 22, and the upper rubber water storage tank 22.
The turbine generator 28 is rotated by the potential energy of the rainwater through the downflow pipe 30 to generate power. When the amount of water in the upper rubber water storage tank 22 is less than a certain amount, water is pumped up from the lower rubber water storage tank 23 to the upper rubber water storage tank 22 through a water pump 29 by a water pump 28. The water pump 28 is driven by sunlight and electricity from the wind power generator 33. A control device (not shown) for controlling the automatic valve 34, the pumping pump 28, the water turbine power generation device 31 and the solar light and wind power generation device 33 is provided, and the upper rubber water storage tank 22 is controlled by the control device. From the lower water storage tank 23 to the water turbine generator 31 and pumped by the pump 28 from the lower rubber water storage tank 23 so that rainwater can be circulated, so that power generation is possible even when solar and wind power cannot be generated. Become. The water storage tank according to the present invention does not necessarily need to be made of rubber, and a tank made of a general material may be used.

前記上部ゴム製貯水タンク２２には再利用配水管３５が接続され、中間に自動バルブ３４を介在させてあり、該再利用配水管３５より水洗トイレや非常用蛇口
などに接続されている。 A recycle water distribution pipe 35 is connected to the upper rubber water storage tank 22, and an automatic valve 34 is interposed in the middle. The recycle water distribution pipe 35 is connected to a flush toilet or an emergency faucet.

前記下部ゴム製貯水タンク２３が満水になると、前記水車発電装置３１の発電ができなくなり、前記水車発電機装置３１が停止し、上よりの水圧が前記下部ゴ
ム製貯水タンク２３に掛けられた状態で前記下部ゴム製貯水タンク２３の前後の自動バルブ３４を閉めることにより、前記下部ゴム製貯水タンク２３は免震装置
となる。なお、前記下部ゴム製貯水タンク２３に、水道水またはポンプを用いて、水圧を掛けることも可能である。 When the lower rubber water storage tank 23 is full, the water turbine generator 31 cannot generate power, the water turbine generator 31 is stopped, and the water pressure from above is applied to the lower rubber water tank 23. By closing the automatic valves 34 before and after the lower rubber reservoir 23, the lower rubber reservoir 23 becomes a seismic isolation device. It is also possible to apply water pressure to the lower rubber water storage tank 23 using tap water or a pump.

図６は、本発明に係る基礎土台面における前記下部ゴム製貯水タンク２３の概略配置図である。前記下部ゴム製貯水タンク２３は、下部ゴム製貯水タンク
２３ａと下部ゴム製貯水タンク２３ｂとに分散配置されており、交互に利用することにより免震効果も損なわず、水が循環出来るので、水の腐りが防止され、タ
ンクへのゴミの沈澱も少なくなる。なお、前記上部ゴム製貯水タンク２２も分散配置し、交互に利用することにより同様に制震効果も損なわれない。 FIG. 6 is a schematic layout diagram of the lower rubber water storage tank 23 on the foundation foundation surface according to the present invention. The lower rubber water storage tank 23 is dispersedly disposed in the lower rubber water storage tank 23a and the lower rubber water storage tank 23b. By alternately using the water storage tank 23, water can be circulated without damaging the seismic isolation effect. Rotation is prevented, and the amount of garbage deposited in the tank is reduced. The upper rubber water storage tanks 22 are also distributed and used alternately so that the vibration control effect is not impaired.

安価で空き空間利用の貯水タンクであり、既存建物にも簡便に設置可能な免震装置も兼ねており、雨水利用タンクの普及に貢献ができる。またハイブリッド発
電の利用により、一般家庭でも安定した電力が得られる。また雨の少ない場所での利水、水道水の節約、緊急時の水の確保にも利用できる。各家庭に本発明の貯
水タンクを設置することにより巨大なダムを作る必要性も減少する。 It is an inexpensive and free-use water storage tank that also serves as a seismic isolation device that can be easily installed in existing buildings, contributing to the spread of rainwater-use tanks. In addition, stable power can be obtained even in ordinary households by using hybrid power generation. It can also be used for water use in places with little rain, saving tap water, and securing water in an emergency. By installing the water storage tank of the present invention in each home, the need to create a huge dam is also reduced.

本発明の実施形態１に係るゴム製貯水タンクの概略構成図である。It is a schematic block diagram of the rubber water tank which concerns on Embodiment 1 of this invention. 本発明の実施形態１に係る概略取付図である。It is a schematic attachment drawing concerning Embodiment 1 of the present invention. 本発明の実施形態１に係る他のゴム製貯水タンクの概略構成図である。It is a schematic block diagram of the other rubber water storage tank which concerns on Embodiment 1 of this invention. 本発明の実施形態２に係るゴム製貯水タンクの概略構成図である。It is a schematic block diagram of the rubber water tank which concerns on Embodiment 2 of this invention. 本発明に係る雨水利用の貯水発電システムの概要図である。1 is a schematic diagram of a rainwater storage water power generation system according to the present invention. 本発明に係る基礎土台面における下部貯水タンクの概略配置図である。It is a schematic arrangement drawing of the lower water storage tank in the foundation foundation surface concerning the present invention.

符号の説明Explanation of symbols

１ 免震装置となるゴム製貯水タンクの総体

２ ゴム製タンク
３ 上部固定板

４ 下部固定板
５ 配管口
６ 固定ボルト
７ 建物床
８ アンカーボルト
９ 基礎土台
１０ 脚部
１１ バルブ
１２ 水
１３ 中間板
１４ 孔
１５ シール部材
１６ 連結ボルト
１７ 支持部材
１８ 通気孔
１９ 接続口
２０ 連結管
２１ 空気室
２２ 上部ゴム製貯水タンク
２３ 下部ゴム製貯水タンク
２３ａ 下部ゴム製貯水タンク
２３ｂ 下部ゴム製貯水タンク
２４ 屋根
２５ 樋
２６ 集水パイプ
２７ 配管
２８ 揚水ポンプ
２９ 揚水管
３０ 流下管
３１ 水車発電装置
３２ 配管
３３ 太陽光，風力発電装置
３４ 自動バルブ
３５ 再利用配水管
３６ 排水管
３７ オバーフロー管


1 Rubber storage tank as a base isolation device

2 Rubber tank 3 Upper fixing plate

4 Lower fixing plate 5 Piping port 6 Fixing bolt 7 Building floor 8 Anchor bolt 9 Foundation base 10 Leg 11 Valve 12 Water 13 Intermediate plate 14 Hole 15 Sealing member 16 Connecting bolt 17 Supporting member 18 Venting hole 19 Connecting port 20 Connecting tube 21 Air chamber 22 Upper rubber water storage tank 23 Lower rubber water storage tank 23a Lower rubber water storage tank 23b Lower rubber water storage tank 24 Roof 25 樋 26 Water collecting pipe 27 Piping 28 Pumping pump 29 Water pumping pipe 30 Flowing down pipe 31 Turbine power generator 32 Piping 33 Solar and wind power generation equipment 34 Automatic valve 35 Reuse water pipe 36 Drain pipe 37 Overflow pipe


Claims (3)

建物と基礎土台との間に介在されるゴム製貯水タンクで、該ゴム製貯水タンクの上部と下部に固定板が気密に接着され、上下の該固定板には前記ゴム製タンク
に連通する配管口が穿設されており、前記ゴム製タンクの内部には、該配管口より水が充填され、水圧を掛けることにより免震装置となるゴム製貯水タンク。 A rubber water tank interposed between a building and a foundation base, and a fixed plate is hermetically bonded to the upper and lower portions of the rubber water tank, and pipes communicating with the rubber tank on the upper and lower fixed plates A rubber water storage tank that has a port and is filled with water from the piping port and is subjected to water pressure to form a seismic isolation device. 建物の屋上、壁内、床下内に設置される一対からなるゴム製貯水タンクで、それぞれの該ゴム製貯水タンクの上部と下部に固定板が気密に接着され、上下の該
固定板には前記ゴム製タンクに連通する配管口が穿設されており、前記上部固定板は支持部材により高さを維持されると共に、前記ゴム製タンクに連通する通気
孔が設けられている。前記ゴム製タンクの下部には接続口があり、一対の前記ゴム製タンクの接続口が向き合って連結管にて接続され、Ｕ字型に構成されてい
る。前記配管口より内部に水を貯水することで、制震装置となるゴム製貯水タンク。 A pair of rubber water storage tanks installed on the roof, walls, and under the floor of a building, and fixing plates are hermetically bonded to the upper and lower portions of the respective rubber water storage tanks, A piping port that communicates with the rubber tank is formed, and the upper fixing plate is maintained at a height by a support member, and a vent hole that communicates with the rubber tank is provided. A connection port is provided in the lower part of the rubber tank, and the connection ports of the pair of rubber tanks face each other and are connected by a connecting pipe, and are configured in a U shape. A rubber water storage tank that becomes a vibration control device by storing water inside the pipe opening. 建物の下部に設置された請求項１記載の下部貯水タンクと、建物の上部に設置された請求項２記載の上部製貯水タンクと、屋根より樋に流入した雨水を前記上
部貯水タンクに導く集水パイプと、前記上部貯水タンクの雨水の位置エネルギーにより水車が回転する水車発電装置と、前記下部貯水タンクより前記上部貯水タ
ンクに水を汲み上げる電動揚水ポンプと、該電動揚水ポンプ駆動用の電気を発電する太陽光，風力発電装置と、前記上下部ゴム製貯水タンクの雨水流路を開閉す
る自動バルブ、および該自動バルブ，前記電動揚水ポンプ，前記発電装置を制御する制御装置を備え、前記雨水貯水タンクと前記水車発電装置と前記電動揚水ポ
ンプとはパイプで連結され、前記上部貯水タンクから前記水車発電装置への流下および前記下部貯水タンクから前記電動揚水ポンプにより前記上部貯水タンクへ
の揚水を前記制御装置により制御し、雨水が循環できるようにした雨水利用の発電システム。
The lower water storage tank according to claim 1 installed at the lower part of the building, the upper water storage tank according to claim 2 installed at the upper part of the building, and a collection system that guides rainwater flowing into the fence from the roof to the upper water storage tank. A water pipe, a turbine generator that rotates a turbine by the potential energy of rainwater in the upper storage tank, an electric pump that pumps water from the lower storage tank to the upper storage tank, and electricity for driving the electric pump A solar and wind power generator for generating power; an automatic valve for opening and closing a rainwater flow path of the upper and lower rubber water storage tanks; and a control device for controlling the automatic valve, the electric pump, and the power generator. The water storage tank, the water turbine power generation device, and the electric pump are connected by a pipe to flow from the upper water storage tank to the water turbine power generation device and the lower water storage tank. Controlled by the control device pumping into the upper storage tank by the electric water pumps from click, the power generation system of rainwater utilization rainwater to be circulated.
JP2005119140A 2005-04-18 2005-04-18 Base isolation device using rubber-made water storage tank and power generation system Pending JP2006299541A (en)

Priority Applications (1)

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Applications Claiming Priority (1)

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ID=37468165

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4162256B1 (en) * 2008-02-13 2008-10-08 株式会社極東電巧 Battery powered electric vehicle
JP2008272723A (en) * 2007-04-26 2008-11-13 Miike Iron Works Co Ltd Atomized material-containing water production method and device, and method for using produced atomized material-containing water
JP2013537954A (en) * 2010-09-27 2013-10-07 ネイチャー アンド ピープル ファースト Method and equipment for producing auxiliary electrical energy
JP2015194032A (en) * 2014-03-31 2015-11-05 株式会社 林物産発明研究所 Base-isolating device comprising power generation function

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008272723A (en) * 2007-04-26 2008-11-13 Miike Iron Works Co Ltd Atomized material-containing water production method and device, and method for using produced atomized material-containing water
JP4162256B1 (en) * 2008-02-13 2008-10-08 株式会社極東電巧 Battery powered electric vehicle
WO2009101680A1 (en) * 2008-02-13 2009-08-20 Kyokuto Denko Co., Ltd. Battery-driven type electricity-powered car
JP2013537954A (en) * 2010-09-27 2013-10-07 ネイチャー アンド ピープル ファースト Method and equipment for producing auxiliary electrical energy
US9194360B2 (en) 2010-09-27 2015-11-24 Nature And People First Method and installation for producing supplementary electrical energy
TWI575153B (en) * 2010-09-27 2017-03-21 自然及人本優先公司 A method and an installation for producing supplementary electrical energy
JP2015194032A (en) * 2014-03-31 2015-11-05 株式会社 林物産発明研究所 Base-isolating device comprising power generation function

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