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JP7365258B2 - Sloshing absorption mechanism of heat storage tank - Google Patents
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JP7365258B2 - Sloshing absorption mechanism of heat storage tank - Google Patents

Sloshing absorption mechanism of heat storage tank Download PDF

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JP7365258B2
JP7365258B2 JP2020025379A JP2020025379A JP7365258B2 JP 7365258 B2 JP7365258 B2 JP 7365258B2 JP 2020025379 A JP2020025379 A JP 2020025379A JP 2020025379 A JP2020025379 A JP 2020025379A JP 7365258 B2 JP7365258 B2 JP 7365258B2
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storage tank
heat storage
heat
sloshing
absorption mechanism
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JP2021130469A (en
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淳司 澤井
和夏希 津田
順一 金重
晃平 阿知波
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Sumitomo Mitsui Construction Co Ltd
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/14Thermal energy storage

Description

本発明は、地中に設置された蓄熱槽の耐震性確保に関するスロッシング吸収機構に関する。 The present invention relates to a sloshing absorption mechanism for ensuring earthquake resistance of a heat storage tank installed underground.

従来、製油所に設置されている石油タンクや化学プラントに設置されている貯留タンクに地震によって揺れが作用すると、タンク内に貯留されている液体の液面が揺れることで液面が変動してタンク外に液体が漏洩する所謂スロッシングが発生することが知られている。 Conventionally, when earthquakes cause shaking to oil tanks installed in oil refineries or storage tanks installed in chemical plants, the liquid level stored in the tank shakes, causing the liquid level to fluctuate. It is known that so-called sloshing, in which liquid leaks outside the tank, occurs.

このようなスロッシングの対策として、種々の構造が知られており、例えば、特許文献1に記載されているように、タンクに貯留された液体を覆う浮き屋根の下側に配置されるフロート構造体と、前記フロート構造体に支持され、前記液体の流速を減衰させる減衰体と、を備え、前記フロート構造体が、複数の棒状要素を組み合わせてなる平面架構と、前記浮き屋根との接触による前記平面架構の損傷を防止する緩衝材とを具備しているスロッシング減衰装置であって、前記緩衝材をリング状又はC字状に成形して前記棒状要素に外嵌したこと構造が知られている。 Various structures are known as a countermeasure against such sloshing. For example, as described in Patent Document 1, a float structure is placed under a floating roof that covers the liquid stored in a tank. and a damping body supported by the float structure to attenuate the flow velocity of the liquid, wherein the float structure has a planar structure formed by combining a plurality of rod-shaped elements, and a damping body that damps the flow velocity of the liquid by contacting the floating roof with the floating roof. A sloshing damping device is known that includes a cushioning material for preventing damage to a planar frame, in which the cushioning material is formed into a ring shape or a C-shape and is fitted onto the rod-shaped element. .

このような特許文献1に記載されたスロッシング減衰装置によれば、緩衝材が棒状要素から脱落する可能性が極めて小さくなるので、浮き屋根との接触による損傷を長期間に亘って防止することが可能となる。特に、緩衝材を完全なリング状とすれば、引きちぎる等しない限り棒状要素から脱落することがなく、また、緩衝材をリング状又はC字状とすれば、接着剤やボルトなどを使用せずとも、棒状要素にしっかりと固定することが可能となるので、部品点数と組付工数とを削減することが可能となり、ひいては、スロッシング減衰装置の製作コストを削減することが可能となる。加えて、平面架構を複数の棒状要素に分解することが可能となるので、搬入経路が狭小な場合であっても、容易に搬入することが可能となる。 According to the sloshing damping device described in Patent Document 1, the possibility that the cushioning material falls off the rod-shaped element is extremely small, so damage caused by contact with the floating roof can be prevented for a long period of time. It becomes possible. In particular, if the cushioning material is made into a complete ring shape, it will not fall off from the rod-shaped element unless it is torn off, and if the cushioning material is made into a ring or C-shape, it will not require the use of adhesives or bolts. Both can be securely fixed to the rod-shaped element, making it possible to reduce the number of parts and assembly man-hours, which in turn makes it possible to reduce the manufacturing cost of the sloshing damping device. In addition, since the planar frame can be disassembled into a plurality of rod-like elements, it can be easily transported even if the transport route is narrow.

特許第4787690号公報Patent No. 4787690

しかし、特許文献1に記載されたスロッシング減衰装置によると、緩衝材をリング状又はC字状に成形して棒状要素に外嵌しているので、減衰構造が複雑となり、部品点数の増加による設置コストを抑えることが難しいという問題があった。 However, according to the sloshing damping device described in Patent Document 1, the cushioning material is formed into a ring shape or a C-shape and is fitted onto the rod-shaped element, which makes the damping structure complicated and requires installation due to an increase in the number of parts. The problem was that it was difficult to keep costs down.

そこで、本発明は上記問題に鑑みてなされたものであり、より簡易な構造で蓄熱槽のスロッシングを吸収することができる蓄熱槽のスロッシング吸収機構を提供することを目的とする。 SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and it is an object of the present invention to provide a sloshing absorption mechanism for a heat storage tank that can absorb sloshing in a heat storage tank with a simpler structure.

本発明に係る蓄熱槽のスロッシング吸収機構は、地面を掘削して内部に熱媒体を貯留可能に形成した蓄熱槽のスロッシング吸収機構であって、前記地面の掘削部に接する耐熱遮水シートと、貯留された前記熱媒体の表面に接する断熱蓋とを有し、前記地面の地表面から前記表面までは、所定の余裕高を有し、前記耐熱遮水シートと前記断熱蓋との外縁部は、前記余裕高に沿って重畳して接合される折返部を有し、前記折返部には、前記蓄熱槽内部と外部とを連通する圧力抜を有し、前記圧力抜は、前記折返部から延びる第1管部と、前記第1管部の先端から略直角に屈曲して形成された第2管部とを有することを特徴とする。 The sloshing absorption mechanism for a heat storage tank according to the present invention is a sloshing absorption mechanism for a heat storage tank formed by excavating the ground so that a heat medium can be stored therein, and comprising: a heat-resistant and water-shielding sheet in contact with the excavated portion of the ground; a heat insulating lid in contact with the surface of the stored heat medium, a predetermined clearance height from the surface of the ground to the surface, and an outer edge of the heat-resistant and water-shielding sheet and the heat insulating lid. , having a folded part that is overlapped and joined along the margin height, the folded part has a pressure relief that communicates the inside and outside of the heat storage tank, and the pressure relief is provided from the folded part. It is characterized by having an extending first tube portion and a second tube portion bent at a substantially right angle from the distal end of the first tube portion.

また、本発明に係る蓄熱槽のスロッシング吸収機構において、前記第2管部の先端は前記折返部と逆方向に向いていると好適である。 Moreover, in the sloshing absorption mechanism for a heat storage tank according to the present invention, it is preferable that the tip of the second pipe portion faces in a direction opposite to the folded portion.

また、本発明に係る蓄熱槽のスロッシング吸収機構において、前記圧力抜は、前記蓄熱槽内の圧力が所定の圧力を超えた場合に前記内部と外部とを連通させる解放機構を有すると好適である。 Further, in the sloshing absorption mechanism for a heat storage tank according to the present invention, it is preferable that the pressure release includes a release mechanism that connects the inside and the outside when the pressure inside the heat storage tank exceeds a predetermined pressure. .

また、本発明に係る蓄熱槽のスロッシング吸収機構において、前記解放機構は、前記圧力抜の先端に取り付けられた蓋体であると好適である。 Further, in the sloshing absorption mechanism for a heat storage tank according to the present invention, it is preferable that the release mechanism is a lid attached to the tip of the pressure release.

また、本発明に係る蓄熱層のスロッシング吸収機構において、前記圧力抜は、前記断熱蓋の外縁部のうち、前記折返部に近接して形成されると好適である。 Further, in the heat storage layer sloshing absorption mechanism according to the present invention, it is preferable that the pressure relief is formed in the outer edge of the heat insulating lid close to the folded portion.

上記発明の概要は、本発明の必要な特徴の全てを列挙したものではなく、これらの特徴群のサブコンビネーションもまた発明となり得る。 The above summary of the invention does not list all the necessary features of the invention, and subcombinations of these features may also constitute the invention.

本発明に係る蓄熱槽のスロッシング吸収機構によれば、地面の地表面から熱媒体の表面までに所定の余裕高を有し、耐熱遮水シートと断熱蓋とは、該余裕高に沿って折り返される折返部によって接合されているので、スロッシングが発生して貯留された熱媒体が揺れた場合でも余裕高によって熱媒体が蓄熱槽の外部へ漏洩することを防止することができ、また、余裕高を超える揺れが生じた場合であっても、折返部が延ばされることでスロッシングによる熱媒体の揺れを吸収することができる。 According to the sloshing absorption mechanism of the heat storage tank according to the present invention, there is a predetermined margin height from the ground surface to the surface of the heat medium, and the heat-resistant water-shielding sheet and the heat insulating lid are folded back along the margin height. Since they are joined by folded parts, even if sloshing occurs and the stored heat medium sways, the extra height can prevent the heat medium from leaking to the outside of the heat storage tank. Even in the case where shaking exceeding 100 mm occurs, the shaking of the heat medium due to sloshing can be absorbed by extending the folded portion.

本実施形態に係る蓄熱槽のスロッシング吸収機構の断面図。FIG. 3 is a cross-sectional view of the sloshing absorption mechanism of the heat storage tank according to the present embodiment. 図1におけるA部拡大図。An enlarged view of part A in FIG. 1. スロッシングにより水位が上昇した状態を示す図。A diagram showing a state where the water level has risen due to sloshing. 図3の状態からさらに水位が上昇した状態を示す図。FIG. 4 is a diagram showing a state in which the water level has further risen from the state in FIG. 3; 本実施形態に係る蓄熱槽のスロッシング吸収機構の変形例を示す断面図。FIG. 3 is a cross-sectional view showing a modification of the sloshing absorption mechanism of the heat storage tank according to the present embodiment. 図5におけるB部拡大図。An enlarged view of part B in FIG. 5.

以下、本発明を実施するための好適な実施形態について、図面を用いて説明する。なお、以下の実施形態は、各請求項に係る発明を限定するものではなく、また、実施形態の中で説明されている特徴の組み合わせの全てが発明の解決手段に必須であるとは限らない。 Hereinafter, preferred embodiments for carrying out the present invention will be described using the drawings. Note that the following embodiments do not limit the inventions claimed in each claim, and not all combinations of features described in the embodiments are essential to the solution of the invention. .

図1は、本実施形態に係る蓄熱槽のスロッシング吸収機構の断面図であり、図2は、図1におけるA部拡大図であり、図3は、スロッシングにより水位が上昇した状態を示す図であり、図4は、図3の状態からさらに水位が上昇した状態を示す図であり、図5は、本実施形態に係る蓄熱槽のスロッシング吸収機構の変形例を示す断面図であり、図6は、図5におけるB部拡大図である。 FIG. 1 is a sectional view of the sloshing absorption mechanism of the heat storage tank according to the present embodiment, FIG. 2 is an enlarged view of section A in FIG. 1, and FIG. 3 is a diagram showing a state in which the water level has risen due to sloshing. 4 is a diagram showing a state in which the water level has further risen from the state in FIG. 3, FIG. 5 is a sectional view showing a modification of the sloshing absorption mechanism of the heat storage tank according to this embodiment, and FIG. is an enlarged view of part B in FIG. 5.

図1に示すように、本実施形態に係る蓄熱槽1は、一辺が略90m程度の上面が矩形状の蓄熱槽であり、当該蓄熱槽1に熱水を供給する熱水生産部としての図示しない熱プラントが併設されている。この熱プラントは、熱媒体としての熱水を生産することができればどのような構成を採用しても構わないが、例えば太陽熱パネルを用いた太陽熱プラントとして構成すると好適である。 As shown in FIG. 1, the heat storage tank 1 according to the present embodiment is a heat storage tank with a rectangular top surface of about 90 m on a side, and is illustrated as a hot water production unit that supplies hot water to the heat storage tank 1. No heat plant attached. This heat plant may have any configuration as long as it can produce hot water as a heat medium, but is preferably configured as a solar thermal plant using solar thermal panels, for example.

本実施形態に係る蓄熱槽1は、図示しない熱プラントから熱水供給送水管4を介して熱水供給送水装置3へ供給されて蓄熱槽1内に熱媒体となる熱水Wが貯留されている。なお、熱水供給送水装置3は、支持杭5によって蓄熱槽1内に保持されていると好適である。 In the heat storage tank 1 according to the present embodiment, hot water W serving as a heat medium is stored in the heat storage tank 1 by being supplied from a heat plant (not shown) to a hot water supply water supply device 3 via a hot water supply pipe 4. There is. Note that the hot water supply and water supply device 3 is preferably held within the heat storage tank 1 by support piles 5.

蓄熱槽1は、地面Gを掘削して形成されていると好適であり、蓄熱槽1の側面は法面2に形成されると好適である。また、蓄熱槽1と地面Gとの境界面である法面2及び底面には、耐熱遮水シート11が被覆して取り付けられており、地面G内の地下水の侵入および熱交換を防止している。なお、地下水の水位が高く、蓄熱槽1に貯留された熱水Wの蓄熱に支障をきたす場合には、蓄熱槽1の近傍に遮水壁を形成し、ディープウェルなどの地下水揚水設備を用いて断熱を図っても構わない。なお、このように蓄熱槽1の側面を法面2に形成することで蓄熱槽1の掘削作業を容易に行うことができる。 The heat storage tank 1 is preferably formed by excavating the ground G, and the side surface of the heat storage tank 1 is preferably formed into a slope 2. In addition, a heat-resistant and water-shielding sheet 11 is attached to cover the slope surface 2 and the bottom surface, which are the interface between the heat storage tank 1 and the ground G, to prevent groundwater from entering into the ground G and heat exchange. There is. In addition, if the groundwater level is high and interferes with the heat storage of hot water W stored in the heat storage tank 1, an impermeable wall is formed near the heat storage tank 1, and groundwater pumping equipment such as a deep well is used. You can also try to insulate it. In addition, by forming the side surface of the heat storage tank 1 into the slope 2 in this way, the excavation work of the heat storage tank 1 can be easily performed.

蓄熱槽1の法面2及び底面に被覆された耐熱遮水シート11は、蓄熱槽1内の熱水の断熱及び熱水が地面Gへ漏水することを防止するために設置されており、断熱性及び遮水性を有するシートであればポリエチレンシートなど種々の素材を採用することができる。 The heat-resistant and water-shielding sheet 11 coated on the slope 2 and bottom of the heat storage tank 1 is installed to insulate the hot water in the heat storage tank 1 and prevent the hot water from leaking to the ground G. Various materials such as a polyethylene sheet can be used as long as the sheet has waterproof and waterproof properties.

また、蓄熱槽1の上面は、地面Gを掘削することで地表GLに開口を有しているが、当該開口は断熱性を有する断熱蓋20によって閉塞されている。断熱蓋20は、蓄熱槽1内に貯水した熱水を保温することができればどのような材質を適用しても構わないが、例えば、図2に示すように、発泡スチロールなどからなる断熱材21をポリエチレンなどからなる表皮22で積層した断熱シートを用いることができる。 Further, the upper surface of the heat storage tank 1 has an opening on the ground surface GL by excavating the ground G, but the opening is closed by a heat insulating lid 20 having heat insulating properties. The heat insulating lid 20 may be made of any material as long as it can keep the hot water stored in the heat storage tank 1 warm, but for example, as shown in FIG. A heat insulating sheet laminated with a skin 22 made of polyethylene or the like can be used.

次に、本実施形態に係る蓄熱槽1のスロッシング吸収機構について説明を行う。蓄熱槽1に貯留された熱水Wの表面は、地面Gの地表GLから所定の高さ低くなるように余裕高hを有して貯留されている。余裕高hは、スロッシングによって熱水Wの表面が揺れた場合に熱水Wの揺れを吸収することができれば、適宜設定することができるが、例えば1.5m程度に形成されると好適である。 Next, the sloshing absorption mechanism of the heat storage tank 1 according to this embodiment will be explained. The surface of the hot water W stored in the heat storage tank 1 is stored with a margin height h such that the surface is a predetermined height lower than the surface GL of the ground G. The margin height h can be set appropriately as long as it can absorb the shaking of the hot water W when the surface of the hot water W shakes due to sloshing, but it is preferable to set it to about 1.5 m, for example. .

また、耐熱遮水シート11の外縁部は、法面2に沿って余裕高h分延びる耐熱遮水シート側折返部32が形成され、断熱蓋20の外縁部は、法面2に沿って余裕高h分延びる断熱蓋側折返部31が形成されている。耐熱遮水シート側折返部32と断熱蓋側折返部31は、それぞれ法面2の余裕高hに沿って重畳しており、地表GLの位置で互いに接合されて折返部30を構成している。 Further, the outer edge of the heat-resistant and water-shielding sheet 11 is formed with a heat-resistant and water-shielding sheet-side folded part 32 that extends along the slope 2 by an allowance height h, and the outer edge of the heat-insulating cover 20 is formed with an allowance along the slope 2. A heat insulating lid side folded portion 31 is formed which extends by a height h. The heat-resistant water-shielding sheet-side folded part 32 and the heat-insulating lid-side folded part 31 overlap each other along the margin height h of the slope 2, and are joined to each other at the position of the ground surface GL to form the folded part 30. .

折返部30の断熱蓋側折返部31には、圧力抜40が取り付けられており、該圧力抜40によって蓄熱槽1の内部と外部とを連通可能としている。圧力抜40は、断熱蓋側折返部31から延びる管状の第1管部41と、該第1管部41の先端から略直角に屈曲して折返部30と逆方向に向くように形成された第2管部42とを備えており、第2管部42の先端には解放機構としての蓋体43が嵌め込まれて閉塞されている。なお、蓋体43は、蓄熱槽1内部の圧力が上昇した場合に、所定の圧力以上で容易に外れるように取り付けられている。 A pressure relief 40 is attached to the heat insulating lid side folded portion 31 of the folded portion 30, and the pressure relief 40 enables communication between the inside and the outside of the heat storage tank 1. The pressure relief 40 is formed by a tubular first pipe part 41 extending from the heat insulating lid side folded part 31, and bent at a substantially right angle from the tip of the first pipe part 41 so as to face in a direction opposite to the folded part 30. A lid body 43 serving as a release mechanism is fitted into the tip of the second tube portion 42 to close it. Note that the lid 43 is attached so that it can be easily removed when the pressure inside the heat storage tank 1 rises above a predetermined pressure.

なお、圧力抜40は、折返部30のうち、断熱蓋側折返部31と耐熱遮水シート側折返部32の接合部分に近接して形成されると好適である。また、圧力抜40は、断熱蓋20の外縁に沿って複数形成されると好適であり、例えば、10m間隔に形成されると好適である。 The pressure relief 40 is preferably formed in the folded portion 30 close to the joint portion between the heat-insulating lid-side folded portion 31 and the heat-resistant and water-shielding sheet-side folded portion 32 . Further, it is preferable that a plurality of pressure vents 40 are formed along the outer edge of the heat insulating lid 20, and for example, it is preferable that they are formed at intervals of 10 m.

さらに、圧力抜40の第2管部42の先端は、後述するスロッシングによる水位の上昇によって断熱蓋側折返部31が水平になった場合に、蓄熱槽1の中心方向に向くように形成されると好適である。このように先端の向きを配置することで、通常時は、第2管部42の先端が下側を向くことで異物の混入を防止することができ、スロッシングによって水位が上昇し、蓋体43が外れた場合でも蓄熱槽1内部の熱水Wが蓄熱槽1の断熱蓋20の上に排出されるので、蓄熱槽1の外部に熱水Wが漏出することによる近隣への被害を防止することができる。 Furthermore, the tip of the second pipe part 42 of the pressure release 40 is formed so as to face toward the center of the heat storage tank 1 when the heat insulation lid side folded part 31 becomes horizontal due to a rise in water level due to sloshing, which will be described later. and is suitable. By arranging the tip in this manner, the tip of the second tube section 42 is normally directed downward, which prevents foreign matter from entering, and the water level rises due to sloshing, causing the lid body 43 to Even if the heat storage tank 1 comes off, the hot water W inside the heat storage tank 1 is discharged onto the heat insulating lid 20 of the heat storage tank 1, thereby preventing damage to the neighborhood due to hot water W leaking outside the heat storage tank 1. be able to.

次に、図3及び4を参照して本実施形態に係る蓄熱槽1のスロッシング吸収機構の作用について説明を行う。図3に示すように、地震などにより蓄熱槽1内の熱水Wの水位が上昇すると、熱水Wが折返部30の断熱蓋側折返部31と耐熱遮水シート側折返部32との間に流入し、余裕高h分だけ揺れを吸収する。このとき、断熱蓋側折返部31と耐熱遮水シート側折返部32は、互いに接合されているので、熱水Wは断熱蓋20、耐熱遮水シート11及び折返部30内に保持されて蓄熱槽1の外部への漏出を防止している。 Next, the operation of the sloshing absorption mechanism of the heat storage tank 1 according to the present embodiment will be explained with reference to FIGS. 3 and 4. As shown in FIG. 3, when the water level of the hot water W in the heat storage tank 1 rises due to an earthquake or the like, the hot water W flows between the heat-insulating lid-side folded part 31 of the folded part 30 and the heat-resistant and water-shielding sheet-side folded part 32. , and absorbs the shaking by the amount of extra height h. At this time, the heat-insulating lid-side folded part 31 and the heat-resistant and water-shielding sheet-side folded part 32 are joined to each other, so the hot water W is retained within the heat-insulating lid 20, the heat-resistant and water-shielding sheet 11, and the folded part 30 to accumulate heat. Leakage to the outside of tank 1 is prevented.

さらに、熱水Wが大きく揺れると、図4に示すように、圧力抜40にかかる水圧が大きくなり、該水圧の上昇によって蓋体43が外れ、熱水Wが圧力抜40から蓄熱槽1の外部へ排出される。このとき、第2管部42の先端が蓄熱槽1の中心方向に向いているので、排出された熱水Wは断熱蓋20の上に排出される。 Furthermore, when the hot water W shakes greatly, the water pressure applied to the pressure relief 40 increases as shown in FIG. It is discharged to the outside. At this time, since the tip of the second pipe portion 42 faces toward the center of the heat storage tank 1, the discharged hot water W is discharged onto the heat insulating lid 20.

なお、本実施形態に係る蓄熱槽1は、側面を法面2で形成した場合について説明を行ったが、図5に示すように、側面としてRC連壁50を打設して、地表GLに対して略垂直な面に形成しても構わない。このように形成した場合でも、熱水Wの水面は、地表GLから余裕高hを有するように位置しており、図6に示すように、断熱蓋20の外縁部に形成した断熱蓋側折返部31と耐熱遮水シート11の外縁部に形成した耐熱遮水シート側折返部32とを重畳した折返部30が余裕高hに沿って配置されている。 The heat storage tank 1 according to the present embodiment has been described with respect to the case where the side surface is formed by the slope surface 2, but as shown in FIG. It may also be formed on a surface substantially perpendicular to the surface. Even when formed in this way, the water surface of the hot water W is located at a margin height h from the ground surface GL, and as shown in FIG. A folded portion 30 in which the portion 31 and a heat-resistant and water-shielding sheet-side folded portion 32 formed at the outer edge of the heat-resistant and water-shielding sheet 11 are overlapped is arranged along the clearance h.

また、この場合に、圧力抜40は、断熱蓋側折返部31に取り付けられ、先端が下方を向くように配置されている。この時、圧力抜40の先端に蓋体43を取り付けても構わないし、蓋体43を嵌め込まずに、圧力抜40の先端にワンウェイバルブを取り付けても構わない。 Moreover, in this case, the pressure release 40 is attached to the heat insulating lid side folded part 31, and is arranged so that the tip thereof faces downward. At this time, a lid 43 may be attached to the tip of the pressure relief 40, or a one-way valve may be attached to the tip of the pressure relief 40 without fitting the cover 43.

このように、本実施形態に係る蓄熱槽のスロッシング吸収機構によれば、蓄熱槽1内の熱水Wの水面は、地表GLから所定の距離だけ離れた余裕高hを有しており、断熱蓋20と耐熱遮水シート11の外縁部はそれぞれ余裕高hに沿って折り返されて重畳する折返部30によって接合されているので、より簡素な構成で、地震などによって熱水Wが揺れて水位が変動した場合であっても、当該揺れを吸収することができる。 As described above, according to the sloshing absorption mechanism of the heat storage tank according to the present embodiment, the water surface of the hot water W in the heat storage tank 1 has a margin height h that is a predetermined distance away from the ground surface GL, and the heat insulation The outer edges of the lid 20 and the heat-resistant and water-shielding sheet 11 are joined by folded parts 30 that are folded back and overlapped along the margin height h, so the structure is simpler, and the water level does not change when the hot water W shakes due to an earthquake or the like. Even if the oscillations fluctuate, the fluctuations can be absorbed.

また、上述した本実施形態に係る蓄熱槽のスロッシング吸収機構は、蓄熱槽1の開口が略矩形状の逆ピラミッド型又は直方体型に形成した場合について説明を行ったが、蓄熱槽1の形状はこれに限らず、例えば逆円錐状に形成しても構わない。その様な変更又は改良を加えた形態も本発明の技術的範囲に含まれうることが、特許請求の範囲の記載から明らかである。 In addition, the sloshing absorption mechanism of the heat storage tank according to the present embodiment described above has been described in the case where the opening of the heat storage tank 1 is formed in a substantially rectangular inverted pyramid shape or rectangular parallelepiped shape, but the shape of the heat storage tank 1 is The shape is not limited to this, and may be formed into an inverted conical shape, for example. It is clear from the claims that such modifications or improvements can be included within the technical scope of the present invention.

1 蓄熱槽, 2 法面, 11 耐熱遮水シート, 20 断熱蓋, 21 断熱材, 22 表皮, 30 折返部, 31 断熱蓋側折返部, 32 耐熱遮水シート側折返部, 40 圧力抜, 41 第1管部, 42 第2管部, 43 蓋体, h 余裕高, G 地面, GL 地表。 1 heat storage tank, 2 slope, 11 heat-resistant water-shielding sheet, 20 heat-insulating lid, 21 heat-insulating material, 22 skin, 30 folded part, 31 heat-insulating lid side folded part, 32 heat-resistant water-shielding sheet side folded part, 40 pressure release, 41 1st pipe part, 42 2nd pipe part, 43 lid body, h free height, G ground, GL ground surface.

Claims (5)

地面を掘削して内部に熱媒体を貯留可能に形成した蓄熱槽のスロッシング吸収機構であって、
前記地面の掘削部に接する耐熱遮水シートと、
貯留された前記熱媒体の表面に接する断熱蓋とを有し、
前記地面の地表面から前記表面までは、所定の余裕高を有し、
前記耐熱遮水シートと前記断熱蓋との外縁部は、前記余裕高に沿って重畳して接合される折返部を有し、
前記折返部には、前記蓄熱槽内部と外部とを連通する圧力抜を有し、
前記圧力抜は、前記折返部から延びる第1管部と、前記第1管部の先端から略直角に屈曲して形成された第2管部とを有することを特徴とする蓄熱槽のスロッシング吸収機構。
A sloshing absorption mechanism for a heat storage tank formed by excavating the ground so that a heat medium can be stored therein,
a heat-resistant and water-shielding sheet in contact with the excavated portion of the ground;
and a heat insulating lid in contact with the surface of the stored heat medium,
There is a predetermined clearance height from the ground surface to the surface,
The outer edge of the heat-resistant water-shielding sheet and the heat-insulating lid has a folded part that overlaps and joins along the margin height,
The folded part has a pressure relief that communicates the inside and outside of the heat storage tank,
The sloshing of the heat storage tank is characterized in that the pressure relief has a first pipe part extending from the folded part and a second pipe part bent at a substantially right angle from the tip of the first pipe part. Absorption mechanism.
請求項に記載の蓄熱槽のスロッシング吸収機構において、
前記第2管部の先端は前記折返部と逆方向に向いていることを特徴とする蓄熱槽のスロッシング吸収機構。
The sloshing absorption mechanism for a heat storage tank according to claim 1 ,
A sloshing absorption mechanism for a heat storage tank, wherein a tip of the second pipe portion faces in a direction opposite to the folded portion.
請求項1又は2に記載の蓄熱槽のスロッシング吸収機構において、
前記圧力抜は、前記蓄熱槽内の圧力が所定の圧力を超えた場合に前記内部と外部とを連通させる解放機構を有することを特徴とする蓄熱槽のスロッシング吸収機構。
The sloshing absorption mechanism for a heat storage tank according to claim 1 or 2 ,
A sloshing absorption mechanism for a heat storage tank, wherein the pressure release includes a release mechanism that connects the inside and the outside when the pressure inside the heat storage tank exceeds a predetermined pressure.
請求項に記載の蓄熱槽のスロッシング吸収機構において、
前記解放機構は、前記圧力抜の先端に取り付けられた蓋体であることを特徴とする蓄熱槽のスロッシング吸収機構。
The sloshing absorption mechanism for a heat storage tank according to claim 3 ,
The sloshing absorption mechanism for a heat storage tank, wherein the release mechanism is a lid attached to the tip of the pressure release.
請求項1から4のいずれか1項に記載の蓄熱槽のスロッシング吸収機構において、
前記圧力抜は、前記断熱蓋の外縁部のうち、前記折返部に近接して形成されることを特徴とする蓄熱槽のスロッシング吸収機構。
The sloshing absorption mechanism for a heat storage tank according to any one of claims 1 to 4 ,
A sloshing absorption mechanism for a heat storage tank, wherein the pressure relief is formed near the folded portion of the outer edge of the heat insulating lid.
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