JP2003261195A - Buried tank - Google Patents

Buried tank

Info

Publication number
JP2003261195A
JP2003261195A JP2002055785A JP2002055785A JP2003261195A JP 2003261195 A JP2003261195 A JP 2003261195A JP 2002055785 A JP2002055785 A JP 2002055785A JP 2002055785 A JP2002055785 A JP 2002055785A JP 2003261195 A JP2003261195 A JP 2003261195A
Authority
JP
Japan
Prior art keywords
tank
main body
buried
synthetic resin
protective material
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.)
Pending
Application number
JP2002055785A
Other languages
Japanese (ja)
Inventor
Kaoru Imai
薫 今井
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP2002055785A priority Critical patent/JP2003261195A/en
Publication of JP2003261195A publication Critical patent/JP2003261195A/en
Pending legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a buried tank made of a synthetic resin, for the manufacturing of which any high processing technology is not needed and in addition much time and efforts are not required, and for the installing of which much time and efforts are not needed. <P>SOLUTION: The buried tank 1 comprises a main body 2 of the tank made of the fiber reinforced synthetic resin which is a closed tube having an upper opening and the axis direction of which is vertical, a protective stuff 3 made of (reinforced) concrete covering around whole circumference of the lower part of the tank main body and a lid 6 made of the fiber reinforced synthetic resin or the (reinforced) concrete which is mounted on the upper opening of the tank main body, wherein a projection 5 covered by the protective stuff 3 is mounted on the side surface of the lower part of the tank main body. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、繊維強化合成樹脂
製の埋設タンクに関する。
TECHNICAL FIELD The present invention relates to a buried tank made of fiber reinforced synthetic resin.

【0002】[0002]

【従来の技術】直接地中に埋設される合成樹脂製のタン
クは、外部からの土圧あるいは内部からの水圧による変
形を軽減するために、その断面形状が円形であるものが
多く採用されている。即ち、一般的には、中空円筒状本
体即ち管状タンク本体の両端面に、外向きの凸状の閉塞
板、即ちいわゆる鏡板を固定した形状とされている。
2. Description of the Related Art Tanks made of synthetic resin that are directly buried in the ground often have a circular cross section in order to reduce deformation caused by earth pressure from the outside or water pressure from the inside. There is. That is, generally, a hollow cylindrical main body, that is, a tubular tank main body is fixed to both end faces with outward convex closing plates, that is, so-called end plates.

【0003】これら合成樹脂製の埋設タンクは、高強度
が要求されるため、通常、FRP(繊維強化熱硬化性合
成樹脂)、FRPM(繊維強化レジンコンクリート)が
用いられ、従って、上記鏡板は、通常、受け差し構造の
管端閉塞キャップ等を必要に応じて接着剤を併用して管
状タンク本体に装着する、又は鏡板をハンドレイアップ
法によって管状タンク本体に固定する等の方法によって
管状タンク本体の両端面に取り付けられる。
Since these buried tanks made of synthetic resin are required to have high strength, FRP (fiber reinforced thermosetting synthetic resin) and FRPM (fiber reinforced resin concrete) are usually used. Usually, a tubular tank body is attached by a method such as attaching a tube end blocking cap having a receiving structure to the tubular tank body together with an adhesive as necessary, or fixing an end plate to the tubular tank body by a hand lay-up method. It is attached to both ends of.

【0004】更に、このような埋設タンクは、上記土圧
や水圧の影響を極力少なくするために、最大埋設深さが
小さくなるように、地中に配置して施工されるのが普通
である。即ち、管状タンク本体の管軸が水平方向になる
ように配置される。
Further, in order to minimize the influence of the above earth pressure and water pressure, such a buried tank is usually arranged and constructed in the ground so that the maximum buried depth becomes small. . That is, the tubular axis of the tubular tank body is arranged in the horizontal direction.

【0005】この場合、タンク本体の直径が大きいと、
埋設されたタンクの上面近傍と下面近傍とで土圧の大き
さが異なり、従って、鏡板の本体取り付け部において
は、その円周方向に沿って変形応力が作用する。即ち、
取り付け部には絶えず歪みが掛かるために、これに抗し
て変形を限度以下にする必要があり、従って、鏡板を本
体に取り付けるに際し、取り付け強度を大きくする必要
があり、高度な加工技術が要求されていた。
In this case, if the tank body has a large diameter,
The magnitude of earth pressure differs between the upper surface and the lower surface of the buried tank. Therefore, at the body mounting portion of the end plate, a deformation stress acts along the circumferential direction. That is,
Since the mounting part is constantly distorted, it is necessary to limit the deformation against this, and therefore, when mounting the end plate to the main body, it is necessary to increase the mounting strength, and advanced processing technology is required. It had been.

【0006】そのために、管端閉塞キャップによる鏡板
では、キャップの厚さを増したり接続部の受け差し長さ
を長くしたり、さらには管状タンク本体の厚さを増した
りして変形に抵抗できるようにされる必要が生じてい
た。ハンドレイアップ法による場合でも、積層枚数を増
す等の処置が必要であり、製作の手間が掛かりコストも
高いものとなるという問題点があった。
Therefore, in the end plate having the tube end closing cap, it is possible to resist deformation by increasing the thickness of the cap, increasing the receiving length of the connecting portion, and further increasing the thickness of the tubular tank body. Had to be done. Even in the case of the hand lay-up method, it is necessary to take measures such as increasing the number of laminated layers, which requires a lot of time and effort for production, resulting in high cost.

【0007】これらの埋設タンクでは、あらかじめ管状
タンク本体の両端面に耐圧強度の大きい鏡板を取り付け
たタンクを準備し、これを埋設現場に輸送して埋めるこ
とが行われている。従って、タンク製造時には2枚の高
強度の鏡板を取り付ける手間が掛かり、ますますコスト
が高くなるという問題点がある。
In these burial tanks, a tank in which both end surfaces of a tubular tank main body are attached with end plates having high pressure resistance is prepared and transported to the burial site for burial. Therefore, there is a problem that it takes time and effort to attach two high-strength end plates at the time of manufacturing the tank, which further increases the cost.

【0008】[0008]

【発明が解決しようとする課題】本発明の埋設タンク
は、上記従来の埋設タンクの課題を解消し、タンク製造
においては高度な加工技術が不要でかつ製作手間が掛か
らず、施工手間が少ない合成樹脂製の埋設タンクを提供
する目的でなされたものである。
DISCLOSURE OF THE INVENTION The buried tank of the present invention solves the problems of the conventional buried tank described above, and does not require a high processing technology in tank manufacturing, does not require manufacturing labor, and requires less construction labor. It was made for the purpose of providing a resin-made buried tank.

【0009】[0009]

【課題を解決するための手段】上記課題を解決するため
の本発明の埋設タンクは、上方が開口された有底管体の
軸方向が垂直とされた繊維強化合成樹脂製タンク本体
と、タンク本体の下部全外周面を覆う(鉄筋)コンクリ
ート製保護材と、タンク本体の上方開口部に設けられる
繊維強化合成樹脂又は(鉄筋)コンクリート製の蓋体と
からなり、上記タンク本体の下部外側面に突起部が設け
られ、該突起部が上記保護材に覆われていることを特徴
とする埋設タンクである。
A buried tank according to the present invention for solving the above-mentioned problems includes a tank main body made of fiber reinforced synthetic resin in which an axial direction of a bottomed tubular body having an opening at the top is vertical, and a tank. Consists of a (reinforcing) concrete protective material that covers the entire outer peripheral surface of the lower part of the main body, and a lid made of fiber reinforced synthetic resin or (reinforcing bar) concrete provided in the upper opening of the tank main body. The embedded tank is characterized in that a protrusion is provided on the base and the protrusion is covered with the protective material.

【0010】本発明においては、タンク本体及び底板に
用いられる繊維強化合成樹脂としては、埋設に耐える強
度及びタンクが空の時の浮力に対抗できる強度があり、
かつタンクとしての耐水性及び貯留される水を汚染しな
い材料であれば特に限定されないが、例えば一例とし
て、FRP(繊維強化熱硬化性樹脂)、FRPM(繊維
強化レジンコンクリート)、塩化ビニル樹脂、ポリエチ
レン、ポリプロピレン、ナイロン等の熱可塑性樹脂の繊
維強化複合樹脂等が挙げられる。
In the present invention, the fiber reinforced synthetic resin used for the tank body and the bottom plate has a strength to withstand burying and a strength to withstand buoyancy when the tank is empty,
The material is not particularly limited as long as it is a material that does not have water resistance as a tank and does not contaminate stored water. For example, as an example, FRP (fiber reinforced thermosetting resin), FRPM (fiber reinforced resin concrete), vinyl chloride resin, polyethylene Fiber-reinforced composite resins of thermoplastic resins such as polypropylene and nylon.

【0011】底板とタンク本体との接合は、それらがF
RP若しくはFRPMで製造されているのなら通常のハ
ンドレイアップ法に依られれば良く、繊維強化熱可塑性
樹脂の場合であれば、樹脂材料に対応して、融着、接
着、継手接続等、適宜状況に応じた方法で接続されれば
良い。
The bottom plate and the tank main body are joined by F
If it is made of RP or FRPM, it may be done by a normal hand lay-up method, and in the case of a fiber reinforced thermoplastic resin, depending on the resin material, fusion bonding, adhesion, joint connection, etc. The connection may be made according to the situation.

【0012】保護材は、タンク本体下部の全外周面を覆
うように巻き回された(鉄筋)コンクリートである。こ
の保護材は、上記底板とタンク本体との接続箇所を完全
に覆っていることが望ましい。この保護材は、タンク基
礎を兼用することができる。
The protective material is concrete (reinforcing bar) wound so as to cover the entire outer peripheral surface of the lower part of the tank body. It is desirable that this protective material completely covers the connection between the bottom plate and the tank body. This protective material can also serve as the tank foundation.

【0013】(作用)本発明の埋設タンクは、上方が開
口された有底管体の軸方向が垂直とされた繊維強化合成
樹脂製タンク本体と、タンク本体の下部全外周面を覆う
(鉄筋)コンクリート製保護材と、タンク本体の上方開
口に設けられる繊維強化合成樹脂又は(鉄筋)コンクリ
ート製の蓋体とからなるので、埋設の為に掘削された穴
に保護材を下方に配置してタンク本体の軸を垂直にして
埋設することで、タンク底面には土圧や水圧による変形
応力が掛からず従って歪まないので、タンク製造におい
ては、鏡板(本発明においてはタンク底面)の取り付け
加工に高度な加工技術が不要でかつ製作手間が掛からな
い。
(Operation) The buried tank of the present invention covers the tank main body made of fiber reinforced synthetic resin in which the axial direction of the bottomed tubular body having an upper opening and the entire outer peripheral surface of the lower portion of the tank main body (reinforcing bar). ) As it consists of a concrete protective material and a lid made of fiber reinforced synthetic resin or (reinforced steel) concrete provided in the upper opening of the tank body, place the protective material below in the hole drilled for burying. By embedding with the axis of the tank body vertical, deformation stress due to earth pressure or water pressure is not applied to the bottom surface of the tank and therefore it is not distorted. Therefore, in tank manufacturing, it is necessary to mount the end plate (the bottom surface of the tank in the present invention). No advanced processing technology is required and no labor is required for production.

【0014】加えて、上記タンク本体の下部外側面に突
起部が設けられ、該突起部を含めてタンク底面が完全に
保護材で覆われるようにされているので、タンク内容物
量が減少した時にタンクが受ける浮力に抗する、いわゆ
るアンカー効果が発現され、同時に該底板とタンク本体
との接続箇所にかかる変形応力を防止し、歪みの発生を
抑えることができる。
In addition, a protrusion is provided on the outer surface of the lower portion of the tank body, and the bottom of the tank including the protrusion is completely covered with a protective material, so that when the amount of the contents of the tank decreases. A so-called anchor effect, which resists the buoyancy of the tank, is exhibited, and at the same time, the deformation stress applied to the connection portion between the bottom plate and the tank body can be prevented, and the occurrence of strain can be suppressed.

【0015】更に、タンク埋設現場においては、埋設箇
所を掘削し、タンクをその保護材を下にして垂直に立
て、保護材がタンク基礎を兼用するようにして埋設し、
蓋体を地表面と面一にするのみで工事が完了するので、
施工手間がかからない。
Further, at the tank burial site, the burial site is excavated, the tank is erected vertically with its protective material facing down, and the protective material also serves as the tank foundation.
Since the construction is completed simply by making the lid flush with the ground surface,
It does not require construction work.

【0016】上記タンク本体上端部に貫通口を有する蓋
体が設けられていると、その貫通口にパイプ又はマンホ
ールを設け、通行する自動車等の動圧に対する保護等の
必要に応じて(鉄筋)コンクリート製の床板を設けると
いう、通常の工事方法でタンクが埋設できる。なお、蓋
体とタンク本体との接続箇所はタンクの円周に沿ってお
り、土圧はその円周に沿って均一に掛かるので歪みが発
生し難い。
When a lid having a through hole is provided at the upper end of the tank body, a pipe or a manhole is provided at the through hole to protect a passing automobile or the like against dynamic pressure (rebar). The tank can be buried by the usual construction method such as installing a concrete floorboard. The connection between the lid and the tank body is along the circumference of the tank, and the earth pressure is evenly applied along the circumference, so that distortion is unlikely to occur.

【0017】[0017]

【発明の実施の形態】次に図面を参照しながら、本発明
の合成樹脂製埋設タンクを説明する。図1は本発明の埋
設タンクの一例の断面図である。
BEST MODE FOR CARRYING OUT THE INVENTION Next, referring to the drawings, the buried tank made of synthetic resin of the present invention will be explained. FIG. 1 is a sectional view of an example of a buried tank of the present invention.

【0018】埋設タンク1は、FRPM製タンク本体2
とタンク本体下部を取り巻く(鉄筋)コンクリート製保
護材3とからなる埋設タンク1であって、上記タンク本
体2は軸方向が垂直とされ上方に開口され底板4を有す
る管体であり、上記保護材3はタンク本体1の下部全外
周面を覆っている。
The buried tank 1 is a FRPM tank body 2
A buried tank 1 comprising: and a (reinforcing) concrete protective material 3 surrounding a lower part of the tank body, wherein the tank body 2 is a pipe body having an axially vertical direction and having a bottom plate 4 opened upward, The material 3 covers the entire lower peripheral surface of the tank body 1.

【0019】本事例においては、タンク本体2上端に貫
通孔61を有するFRPM製蓋体6が設けられ、保護材
3で、底板4とタンク本体2の下方外周部に設けられた
FRPM製突起部5とが覆われている。該蓋6の上部に
(鉄筋)コンクリート製床板Sが設けられ、貫通孔61
は地表に開口されてマンホールMとされている。勿論、
貫通孔61は、マンホールM以外にパイプ等(図示せ
ず)と接続されていても良い。
In this example, a FRPM lid 6 having a through hole 61 is provided at the upper end of the tank body 2, and a FRPM projection portion provided on the lower peripheral portion of the bottom plate 4 and the tank body 2 with the protective material 3. 5 and are covered. A (reinforced) concrete floorboard S is provided on the top of the lid 6, and the through hole 61
Is a manhole M opened on the surface of the earth. Of course,
The through hole 61 may be connected to a pipe or the like (not shown) other than the manhole M.

【0020】蓋体6とタンク本体2との接続は、前述、
底板4とタンク本体2との接合の場合と同じく、それら
がFRP若しくはFRPMで製造されているのなら通常
のハンドレイアップ法に依られれば良く、繊維強化熱可
塑性樹脂の場合であれば、樹脂材料に併せて、融着、接
着、継手接続等、適宜状況に応じた方法で接続されれば
良い。
The connection between the lid 6 and the tank body 2 is as described above.
As in the case of joining the bottom plate 4 and the tank main body 2, if they are manufactured by FRP or FRPM, it is sufficient to rely on the usual hand lay-up method, and in the case of a fiber reinforced thermoplastic resin, Depending on the material, it may be connected by a method suitable for the situation, such as fusion bonding, adhesion, and joint connection.

【0021】保護材3は、図1のように、そのままタン
ク1設置時の基礎コンクリートを兼用されても良く、別
にコンクリート基礎を打設してその上に置かれても良
い。いずれにせよ、保護材3はタンク1が空になった時
にタンク1が浮上しないよう、浮力に対抗する重量とさ
れている。
As shown in FIG. 1, the protective material 3 may be used as a basic concrete when the tank 1 is installed as it is, or a concrete foundation may be separately placed and placed on it. In any case, the protective material 3 has a weight against buoyancy so that the tank 1 does not float when the tank 1 becomes empty.

【0022】なお、タンク本体2の下端壁は、図2に示
されるように、底板4から下方に突設されていても良
い。この場合では、保護材3が、タンク本体2の下端近
傍部の管壁と底板4との間にも充填されることになるの
で、タンク1を埋設した時に、安定して設置される。
The lower end wall of the tank body 2 may be projected downward from the bottom plate 4 as shown in FIG. In this case, the protective material 3 is also filled between the pipe wall in the vicinity of the lower end of the tank body 2 and the bottom plate 4, so that the tank 1 can be stably installed when the tank 1 is buried.

【0023】タンク本体2の下部外側面に設けられる突
起部5の一例を図3(a)に、更に別の一例を図3
(b)に示す。図3(a)においては、突起部5はタン
ク本体2の下部全周に渡って突設された環状のリブ状帯
体、又は部分的に切れた環状のリブ状帯体である。この
リブ状帯体(5)は、上述の通り、タンクが空になった
時にアンカーとして作用するので、その高さは保護材3
内に埋設されて十分なアンカー力が発揮できれば特に限
定されるものではなく、状況に応じて適宜変更して決め
られればよい。
FIG. 3A shows an example of the protrusion 5 provided on the outer surface of the lower portion of the tank body 2, and FIG.
It shows in (b). In FIG. 3A, the protruding portion 5 is an annular rib-shaped strip that is provided so as to project over the entire lower portion of the tank body 2, or a partially cut annular rib-shaped strip. This rib-shaped strip (5) acts as an anchor when the tank is emptied, as described above, and therefore its height is higher than that of the protective material 3.
It is not particularly limited as long as it is embedded inside and can exert a sufficient anchoring force, and may be appropriately changed and determined according to the situation.

【0024】更にその材質としては、高強度でかつ耐食
性に富むものであれば特に限定されないが、例えば一例
として、FRP(繊維強化合成樹脂)、FRPM等強化
複合樹脂類;ステンレススチール、鉄、アルミニウム等
金属類等が挙げられる。更に、リブ状帯体(5)とタン
ク本体2とは強固に接合されていれば特にその接合方法
は限定されず、例えば一例として、リブ状帯体(5)を
タンク本体2の下部外周面に巻回しこの上からFRP層
7等をハンドレイアップして被覆接着する方法等が挙げ
られる。
The material is not particularly limited as long as it has high strength and excellent corrosion resistance. For example, reinforced composite resins such as FRP (fiber reinforced synthetic resin) and FRPM; stainless steel, iron, aluminum And the like. Further, the joining method is not particularly limited as long as the rib-shaped strip (5) and the tank main body 2 are firmly joined. For example, the rib-shaped strip (5) is formed on the lower outer peripheral surface of the tank main body 2. It is possible to cite a method in which the FRP layer 7 and the like are hand-laid up and coated and adhered.

【0025】図3(b)の例では、突起部5はタンク本
体2の下部管壁を貫通して突設されたピンである。ピン
の材質等は上記リブ状帯体に場合と同様、特に限定され
ないが、断面性が小さくかつ高強度が要求されるので、
通常、鉄、ステンレススチール等の金属が多く用いられ
る。
In the example of FIG. 3 (b), the protrusion 5 is a pin projecting through the lower pipe wall of the tank body 2. The material of the pin and the like are not particularly limited as in the case of the rib-shaped band, but since the cross-section is small and high strength is required,
Usually, metals such as iron and stainless steel are often used.

【0026】ピンの固定方法は、ピンが強固に本体に固
定されれば特に問われない。例えば一例として、座板上
にピンが突設されたピン部品を用意し、タンクやピン部
品の材質に応じて、タンク本体外表面に座板を接着、溶
接、FRP層をハンドレイアップする方法や、タンク本
体2壁に貫通孔を設け、タンク内部からピンを突出さ
せ、座板をタンク本体2内面に接着、溶接、FRP層を
ハンドレイアップすると同時に、ピン突出部の貫通孔を
タンク外面から充填材で目止め又は、FRP層のハンド
レイアップ等を行う方法等が挙げられる。
The pin fixing method is not particularly limited as long as the pin is firmly fixed to the main body. For example, as an example, a method of preparing a pin component having a pin protruding from a seat plate, adhering the seat plate to the outer surface of the tank body, welding, and hand laying up the FRP layer according to the material of the tank and the pin component. Or, a through hole is provided in the wall of the tank main body 2, the pin is projected from the inside of the tank, the seat plate is bonded to the inner surface of the tank main body 2, welded, and the FRP layer is hand laid up. And a method of performing hand lay-up of the FRP layer or the like.

【0027】保護材3は、タンク1を埋設するより前に
予めタンク本体2の下部に設けられていても良いが、埋
設現場でタンク基礎を現場打ちし、この基礎にタンク本
体2の下方を埋めて基礎コンクリートを固化し、保護材
3とされても良い。この場合は保護材3はタンク基礎と
兼用されるので、掘削穴にタンク1を配置後、埋め戻す
のみの手間で良いので、より費用が安価になるという効
果がある。
The protective material 3 may be previously provided in the lower part of the tank main body 2 before the tank 1 is buried, but the tank base is cast in situ at the burying site, and the lower part of the tank main body 2 is placed on this foundation. The base concrete may be solidified by burying it and used as the protective material 3. In this case, since the protective material 3 is also used as the tank foundation, it is sufficient to simply backfill the tank 1 after placing the tank 1 in the excavation hole, which has the effect of further reducing the cost.

【0028】タンク1上部は、必要に応じて自動車等に
過重に耐えられるよう、床板Sが設けられれば良い。こ
の床板Sは、通常のスラブ工事方法で設けられれば良
く、特に限定されるものではなく、例えばマンホールM
蓋の設置のようにタンク本体2の平面断面以上に(鉄
筋)コンクリートを打接して必要箇所にマンホールM蓋
を設ける方法等、状況に応じて適宜選択して実施されれ
ば良い。
A floor plate S may be provided on the upper portion of the tank 1 so that an automobile or the like can be overloaded as required. The floor plate S is not particularly limited as long as it is provided by a normal slab construction method, and for example, the manhole M
It may be carried out by appropriately selecting it depending on the situation, such as a method of striking (reinforced) concrete above the plane cross section of the tank main body 2 and installing a manhole M cover at a required position like installation of a cover.

【0029】[0029]

【発明の効果】上記の通りであるので、本発明の埋設タ
ンクは、タンク製造においては高度な加工技術が不要で
かつ製作手間が掛からず、施工手間が容易な合成樹脂製
の埋設タンクとなるのである。
EFFECTS OF THE INVENTION As described above, the buried tank of the present invention is a synthetic resin-made buried tank which does not require a high processing technology in tank manufacturing, requires no manufacturing labor, and is easy to construct. Of.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の埋設タンクの一例の断面図である。FIG. 1 is a cross-sectional view of an example of a buried tank of the present invention.

【図2】タンク本体下部の別の一例の断面図である。FIG. 2 is a cross-sectional view of another example of the lower portion of the tank body.

【図3】(a) タンク本体下部外側面に設けられる突
起物の一例の断面図である。 (b) タンク本体下部外側面に設けられる突起物の更
に別の一例の断面図である。
FIG. 3A is a cross-sectional view of an example of a protrusion provided on the outer surface of the lower portion of the tank body. (B) It is sectional drawing of another example of the protrusion provided in the tank body lower outer surface.

【符号の説明】[Explanation of symbols]

1 埋設タンク 2 円筒状タンク本体 3 保護材 4 底板 5 突起部 6 蓋 61 貫通孔 7 ハンドレイアップFRP層 S 床板 M マンホール 1 buried tank 2 Cylindrical tank body 3 protective materials 4 bottom plate 5 protrusions 6 lid 61 through hole 7 Hand layup FRP layer S floor board M manhole

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 上方が開口された有底管体の軸方向が垂
直とされた繊維強化合成樹脂製タンク本体と、タンク本
体の下部全外周面を覆う(鉄筋)コンクリート製保護材
と、タンク本体の上方開口部に設けられる繊維強化合成
樹脂又は(鉄筋)コンクリート製の蓋体とからなり、上
記タンク本体の下部外側面に突起部が設けられ、該突起
部が上記保護材に覆われていることを特徴とする埋設タ
ンク。
1. A tank main body made of fiber reinforced synthetic resin in which an axial direction of a bottomed tubular body having an upper opening is vertical, a concrete protective material covering the entire outer peripheral surface of a lower portion of the tank main body, and a tank. It is composed of a lid made of fiber reinforced synthetic resin or (reinforced steel) concrete provided in the upper opening of the main body, and a projection is provided on the lower outer surface of the tank main body, and the projection is covered with the protective material. A buried tank that is characterized by
【請求項2】 上記保護材がタンク基礎とされ、上記蓋
体が貫通口を有することを特徴とする請求項1記載の埋
設タンク。
2. The buried tank according to claim 1, wherein the protective material serves as a tank base, and the lid has a through hole.
【請求項3】 上記蓋体が床板とされていることを特徴
とする請求項1乃至2記載の埋設タンク。
3. The buried tank according to claim 1, wherein the lid is a floor plate.
JP2002055785A 2002-03-01 2002-03-01 Buried tank Pending JP2003261195A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002055785A JP2003261195A (en) 2002-03-01 2002-03-01 Buried tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002055785A JP2003261195A (en) 2002-03-01 2002-03-01 Buried tank

Publications (1)

Publication Number Publication Date
JP2003261195A true JP2003261195A (en) 2003-09-16

Family

ID=28666540

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002055785A Pending JP2003261195A (en) 2002-03-01 2002-03-01 Buried tank

Country Status (1)

Country Link
JP (1) JP2003261195A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160144302A (en) 2015-06-08 2016-12-16 가부시키가이샤 산프로인토 Dual pipe system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160144302A (en) 2015-06-08 2016-12-16 가부시키가이샤 산프로인토 Dual pipe system

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