JPH02140370A - Construction execution of petroleum tank - Google Patents
Construction execution of petroleum tankInfo
- Publication number
- JPH02140370A JPH02140370A JP63295596A JP29559688A JPH02140370A JP H02140370 A JPH02140370 A JP H02140370A JP 63295596 A JP63295596 A JP 63295596A JP 29559688 A JP29559688 A JP 29559688A JP H02140370 A JPH02140370 A JP H02140370A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- foundation
- annular plate
- plate
- annular
- 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
Links
- 238000010276 construction Methods 0.000 title claims description 10
- 239000003208 petroleum Substances 0.000 title claims 2
- 229920005989 resin Polymers 0.000 claims abstract description 15
- 239000011347 resin Substances 0.000 claims abstract description 15
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 claims description 11
- 239000010426 asphalt Substances 0.000 claims description 11
- 239000003063 flame retardant Substances 0.000 claims description 11
- 239000004570 mortar (masonry) Substances 0.000 claims description 11
- 230000007797 corrosion Effects 0.000 abstract description 7
- 238000005260 corrosion Methods 0.000 abstract description 7
- 238000003466 welding Methods 0.000 abstract 1
- 239000002966 varnish Substances 0.000 description 8
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000005856 abnormality Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 238000000016 photochemical curing Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000037303 wrinkles Effects 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 239000004809 Teflon Substances 0.000 description 1
- 229920006362 Teflon® Polymers 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- -1 high strength Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000000873 masking effect Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000003504 photosensitizing agent Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- KCTAWXVAICEBSD-UHFFFAOYSA-N prop-2-enoyloxy prop-2-eneperoxoate Chemical compound C=CC(=O)OOOC(=O)C=C KCTAWXVAICEBSD-UHFFFAOYSA-N 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- BFKJFAAPBSQJPD-UHFFFAOYSA-N tetrafluoroethene Chemical group FC(F)=C(F)F BFKJFAAPBSQJPD-UHFFFAOYSA-N 0.000 description 1
- 229920006305 unsaturated polyester Polymers 0.000 description 1
- 229920001567 vinyl ester resin Polymers 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は新規な石油タンクの施工方法、特にアニユラ−
板部と基礎部間への雨水浸入防止を容易にはかりうる石
油タンクの施工方法に関するものである。[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a novel oil tank construction method, particularly an annual oil tank construction method.
This invention relates to a method of constructing an oil tank that can easily prevent rainwater from entering between the board and the foundation.
現在、我が国では製油所、貯浦所、備蓄基地関係で一万
を超える石油タンクが各地に設けられている。各タンク
の容量は小は50に、17から大は150.000Kf
fまで及びそれに応じて夫々のタンクの直径も4mから
95mにまで及ぶ。因みに貯浦所関係の石油タンクの容
量は平均1500Kgであるが製油所関係は平均30,
0OOK、Q。Currently, more than 10,000 oil tanks are installed in various parts of Japan for refineries, reservoirs, and stockpiling bases. The capacity of each tank is 50Kf for small, 17 to 150,000Kf for large.
f and accordingly the diameter of the respective tank ranges from 4 m to 95 m. Incidentally, the average capacity of oil tanks related to reservoirs is 1500 kg, but the average capacity of oil tanks related to oil refineries is 30 kg.
0OOK, Q.
備蓄基地関係では平均約100,0OOKNもの大きさ
を有する。In terms of stockpiling bases, the average size is about 100,000KN.
このような石油タンクは通常次のようにしてつくられて
いる。即ち、図面第1〜3図において周囲平地1上にま
ず砕石・土2等をある高さに積み重ねて盛り土し、表面
中央部はほぼ円形状の水平部3、その周囲には約1/1
0〜1/20のわずかな傾斜を有する傾斜部(犬走り)
4及び1/2〜1/3のやや急な傾斜を有する傾斜部(
法面)4′が設けられた基礎部5を形成する。この水平
部3と傾斜部4よおび4′の表面をアスファルトモルタ
ル6で被覆する。この図面の場合傾斜部4の端部はコン
クリート7で包囲する。Such oil tanks are usually constructed as follows. That is, in Figures 1 to 3 of the drawings, crushed stone, soil 2, etc. are first piled up at a certain height on the surrounding flat land 1, and the center of the surface is a horizontal part 3 that is approximately circular, and the surrounding area is approximately 1/1
Slope section with a slight slope of 0 to 1/20 (kenbashiri)
Slope section with a somewhat steep slope of 4 and 1/2 to 1/3 (
A base portion 5 is formed on which a slope (4') is provided. The surfaces of the horizontal portion 3 and the inclined portions 4 and 4' are covered with asphalt mortar 6. In this drawing, the end of the inclined portion 4 is surrounded by concrete 7.
水平面3部上に一定大きさの長方形の鋼板からなる底板
8を円形状に敷きつめ互に溶接して接合する。そしてこ
の円形状の底板部周囲に環状にアニユラ−板9を敷く。A bottom plate 8 made of a rectangular steel plate of a certain size is laid down in a circular shape on the three horizontal surfaces and welded and joined together. Then, an annular plate 9 is laid in an annular manner around this circular bottom plate.
この場合円周を適当な数に等分して夫々の幅の鋼板を敷
き互に溶接する。そのアニユラ−板9の上に数枚の側板
10を円周状に立て並べ溶接し、これを何段か重ね溶接
し、後屋根(図示せず)を覆って石油タンク本体11を
形成する。In this case, the circumference is divided into an appropriate number of equal parts, and steel plates of each width are laid down and welded together. Several side plates 10 are arranged and welded in a circumferential manner on the annular plate 9, and these are welded together in several stages to cover a rear roof (not shown) to form an oil tank body 11.
このようにしてつくられた石油タンク12に雨が降ると
、屋根及び周囲アニユラ−板9の張出し部即ち側板10
より外側の部分に降った雨水は周囲基礎部5のアスファ
ルトモルタル被覆層6が殆ど透水性がないため基礎中に
は浸透せず傾斜部4から基礎外の地盤へと流下していく
。しかし俗に裾周りと呼ばれるアニユラ−板9下部と基
礎部5上面との間には間隙13があり、この間隙13に
も雨水が浸入しこの部分に腐蝕が生ずるに至る。When rain falls on the oil tank 12 constructed in this way, the overhanging portion of the roof and surrounding annular plate 9, that is, the side plate 10
Since the asphalt mortar covering layer 6 of the surrounding foundation part 5 has almost no water permeability, rainwater falling on the outer part does not penetrate into the foundation and flows down from the slope part 4 to the ground outside the foundation. However, there is a gap 13 between the lower part of the annular plate 9, commonly called the hem area, and the upper surface of the foundation part 5, and rainwater can also enter this gap 13, leading to corrosion in this area.
この間隙が生ずる原因としては、
1、基礎面の施工精度とタンク本体の溶接構造により生
ずる不可避的な歪
2、貯蔵油の液面変化、負荷変動でアニユラ−板/側板
部にモーメントが生じることによるアニユラ−板の変形
。The causes of this gap are: 1. Unavoidable distortion caused by the construction accuracy of the foundation surface and the welded structure of the tank body. 2. Moment generated in the annular plate/side plate due to changes in the level of the stored oil and load fluctuations. deformation of the annular plate due to
3、地盤沈下による基礎外側部とタンク本体下の基礎即
ちアニユラ−板部との垂直方向のずれ、等が考えられ通
常は2〜3關、甚しい場合は部分的に5〜6mmの間隙
13が生ずる。3. Due to ground subsidence, there may be a vertical shift between the outer part of the foundation and the foundation under the tank body, that is, the annular plate part, and there is usually a gap of 2 to 3 mm, but in severe cases, a gap of 5 to 6 mm in parts13. occurs.
このようなアニユラ−板部と基礎部アスファルトモルタ
ル被覆部の間の間隙へ雨水が浸入すると、アニユラ−板
裏面に著しい腐蝕が生じその補修に多大な費用と工期を
必要とした。このような弊害を防ぐため、従来アニユラ
−板部と基礎部の両部門にわたってゴムシートやテフロ
ン(テトラフルオロエチレン)シート等が積層被覆され
ていた。When rainwater intrudes into the gap between the annular board and the asphalt mortar covering part of the foundation, significant corrosion occurs on the back surface of the annular board, which requires a great deal of cost and construction time to repair. In order to prevent such adverse effects, conventionally both the annular plate section and the base section are laminated and covered with a rubber sheet, a Teflon (tetrafluoroethylene) sheet, or the like.
施工時は箱に入ったこれらシートを現場に運んでそこで
積層施工していくので特に大きな容量、大きな直径のタ
ンク周囲を施工するときはその作業に手間がかかってい
た。又ここで使う接着剤は石油缶入りで現場へ運んでそ
こで調製して使用しておりかなり手間がかかり、施工に
は5〜1o日の日数を要する。During construction, these sheets are packed in boxes and transported to the site and laminated there, which is a time-consuming process, especially when constructing around large-capacity, large-diameter tanks. Furthermore, the adhesive used here is transported to the site in oil cans, prepared and used there, and is quite time-consuming, requiring 5 to 10 days for construction.
このように積層被覆したシートは固まるまでに1〜2週
間の長期間かかっておりその間その箇所には歩行するこ
とができず、又歩行すると変形してしまって再度やり直
さなければならない。継続使用していくと半年位で紫外
線のために劣化してひび割れが生じ、そのためアニユラ
−板と基礎部間の間隙への雨水浸入をよく防止しえない
、そのひび割れにはやはりかなりの補修を必要とする等
の難点があった。It takes a long period of one to two weeks for the laminated and coated sheet to harden, during which time it is impossible to walk on the area, and if you do, it will deform and you will have to start over again. After about six months of continued use, UV rays will cause the material to deteriorate and crack, making it difficult to prevent rainwater from entering the gap between the annual board and the foundation. There were some drawbacks, such as the need for
かくて本発明の目的は、このような難点を解決して、石
油タンクのアニユラ−板部と基礎部間の間隙への雨水浸
入を簡便な作業で良好に阻止することができる石油タン
クの施工方法を提供することを目的とするものである。Therefore, an object of the present invention is to solve these difficulties and to construct an oil tank that can satisfactorily prevent rainwater from entering the gap between the annular plate part and the foundation part of the oil tank with a simple operation. The purpose is to provide a method.
従って本発明は周囲平地よりやや高く円形状に形成され
、表面をアスファルトモルタルで被覆してなる基礎部と
、該基礎部上中央部に円形状に底板を敷き、その周囲に
環状にアニユラ−板を敷き、該アニユラ−板上に側板を
垂直方向に設け更に屋根を設けてなるタンク本体を有す
る石油タンクの前記アニユラ−板と周囲の前記基礎部に
わたっで難燃性光硬化性樹脂シートを被覆することを特
徴とする、石油タンクの施工方法を提供するものである
。Therefore, the present invention comprises a base part which is formed in a circular shape slightly higher than the surrounding level ground and whose surface is covered with asphalt mortar, a circular bottom plate laid in the center above the base part, and an annular plate arranged around the base part in a circular shape. A flame-retardant photocurable resin sheet is applied over the annular plate and the surrounding base portion of an oil tank having a tank body, which is formed by laying a side plate vertically on the annular plate and further providing a roof. The present invention provides a method for constructing an oil tank, which is characterized by coating the oil tank.
C発明の詳細な説明〕 本発明を更に詳細に説明する。C Detailed description of the invention] The present invention will be explained in more detail.
本発明では上述のようにして石油タンクを施工するに当
って、アニユラ−板9張り出し部と基礎部5のアスファ
ルトモルタル被覆6間を難燃性光硬化性樹脂シート14
で被覆するのである(第3〜5図)。このシートとして
は例えばエポキシアクリレートで代表されるビニルエス
テル樹脂に難燃剤、光増感剤を配合してなる変性ビニル
エステル樹脂をシート、マット状のガラス繊維に含浸さ
せて剥離紙を含めてロール状に巻かれた昭和高分子(株
)製造の商品名リポキシVS100OM(難燃性)なる
厚さ約1m11のシートを好適に用いることができる。In the present invention, when constructing an oil tank as described above, a flame-retardant photocurable resin sheet 14 is provided between the overhanging part of the annual plate 9 and the asphalt mortar coating 6 of the foundation part 5.
(Figures 3 to 5). This sheet can be made by impregnating a modified vinyl ester resin, such as epoxy acrylate, with a flame retardant and a photosensitizer, into a sheet, or by impregnating matte glass fibers and forming a roll including a release paper. A sheet having a thickness of about 1 m11 and manufactured by Showa Kobunshi Co., Ltd. under the trade name Ripoxy VS100OM (flame retardant) can be suitably used.
この外このシートを接着させるのに用いられるパテ又は
ワニスとしても同様な材料からなる商品名リポキシVS
−100(難燃性)或は液状に形成した同VS−200
(難燃性)を好適に用いることができる。In addition to this, the putty or varnish used to adhere this sheet is made of a similar material, and the product name is Ripoxy VS.
-100 (flame retardant) or VS-200 in liquid form
(flame retardant) can be suitably used.
これらはエポキシなみの優れた耐熱性や耐蝕性、高い強
度と不飽和ポリエステルなみの晶成形性を有するととも
に光(紫外線)を照射すると化学反応により速かに硬化
する光硬化性と熱を受けても燃焼しにくく消防法の規定
にも充分適合する難燃性を有するので、本発明の目的に
誠に良好に用いることができる。These materials have excellent heat resistance and corrosion resistance comparable to epoxy, high strength, and crystal formability comparable to unsaturated polyester, as well as photocuring properties that quickly harden through a chemical reaction when irradiated with light (ultraviolet rays). Since it is difficult to burn and has flame retardancy that satisfies the provisions of the Fire Service Act, it can be used very well for the purpose of the present invention.
このシートを使用して施工するに当ってはまずアニユラ
−板張出し部に付着している錆、スケールをワイヤー、
ブラッシ等で除去する。密着している下地塗料までは除
去する必要はない。一方アスフアルドモルタル被覆基礎
部上の水分、塵埃等を除去する。著しい凹凸には適宜パ
テをつめこみシートの貼着面を平滑にする。When using this sheet for construction, first remove the rust and scale adhering to the overhanging part of the annular board by using a wire.
Remove with a brush, etc. There is no need to remove the adhered base paint. Meanwhile, moisture, dust, etc. on the asphalt mortar covered foundation are removed. If there are significant irregularities, apply putty as appropriate to smooth the surface to which the sheet is attached.
刷毛で前記ワニス15を薄くアニユラ−板9との貼着面
に塗布する(第5図)。標僧幅200關の前記樹脂シー
ト14を曲率に応じて約500〜800開の適当な長さ
にはさみで切断する。A thin layer of varnish 15 is applied with a brush to the surface to be attached to the annular plate 9 (FIG. 5). The resin sheet 14 having a width of 200 mm is cut with scissors to a suitable length of about 500 to 800 mm depending on the curvature.
貼着作業は、樹脂シート製品に付着している剥離紙を表
にしてアニユラ−仮に対して手押しにて貼着面との間に
できる限り空隙がないように密着させる。又基礎部に対
しては軽く圧着し、その後剥離紙をとる。アニユラ−板
上には20〜30m+s貼着するようにする。2枚目以
降を貼着するときは内周アニユラ−板側で約10mm程
度重ね合わせ16、外周基礎部側で両端を突き合わせ1
7するようにする。接目部には前記ワニス15を塗布す
る。タンク周囲へのシート各月の貼着作業はこのシート
の光硬化時間以内に終了するよう注意する。In the adhesion process, the release paper attached to the resin sheet product is turned face up and is pressed by hand against the annular temporary so that it is brought into close contact with the adhesion surface as much as possible so that there are no gaps. Also, lightly press it against the base, and then remove the release paper. The adhesive should be attached to the annular board for 20 to 30 m+s. When attaching the second and subsequent sheets, overlap them by about 10 mm on the inner annular plate side16, and butt both ends on the outer circumferential foundation side1.
7. The varnish 15 is applied to the contact area. Be careful to finish pasting the sheet around the tank each month within the photo-curing time of this sheet.
前記リポキシVS100OM(難燃性)のシートは太陽
光(紫外線)により10〜20分で硬化する。The lipoxy VS100OM (flame retardant) sheet is cured by sunlight (ultraviolet light) in 10 to 20 minutes.
尚石油タンク内に貯蔵する石油の量乃至負荷の変動と基
礎部の沈下によるアニユラ−板部と基礎端部との変位に
よって生ずる応力集中を避け、アスファルトモルタルに
ヘアクラックが生じないようにするため、貼着シート各
部にしわが生じないように軽く手で展着し又アニユラ−
板端部と基礎部アスファルトモルタル被覆部との間の段
差部18もシートを段差に沿って手で押して、シートを
よくアニユラ−板乃至基礎部に密着させるようにする。In addition, in order to avoid stress concentration caused by displacement of the annular plate and the foundation end due to fluctuations in the amount or load of oil stored in the oil tank and the subsidence of the foundation, and to prevent hair cracks from forming in the asphalt mortar. , spread the adhesive sheet lightly by hand to avoid wrinkles in each part, and then
The sheet is manually pressed along the step 18 between the end of the board and the asphalt mortar covering of the base so that the sheet is brought into close contact with the annular board or the base.
柔軟な樹脂シートが上記の如き変位によ(追随すること
ができるため良好である。This is good because the flexible resin sheet can follow the above-mentioned displacement.
本発明のように、アニユラ−板部と基礎部のアスファル
トモルタル被覆部の間に難燃性光硬化性樹脂シートを被
覆することによって、従来のゴムシート等の場合に比べ
て次のように作業性よくしかも特性もよく両部間の間隙
を外部より遮断して該間隙への雨水浸入を防止し、その
周囲の腐蝕をよく防止することができる。By coating a flame-retardant photocurable resin sheet between the annular plate part and the asphalt mortar covering part of the foundation part as in the present invention, the work can be done in the following way compared to the case of conventional rubber sheets etc. It has good properties and properties, and can prevent rainwater from entering the gap by shielding the gap between the two parts from the outside, thereby effectively preventing corrosion of the surrounding area.
即ち、材料としては粘着テープ様の樹脂シートとパテ又
はワニスを必要とするのみでその運搬は簡便でありまた
現場での調合作業等の煩わしさがない。しかもこのシー
トは通常厚み約1m11と薄く柔軟性に富むので施工し
易(、且つ施工硬化後の接着性もよく外力による負荷の
変動にもよく耐えることができる。That is, since the only materials required are a resin sheet like an adhesive tape and putty or varnish, transportation is simple and there is no need for troublesome preparation work on site. Furthermore, this sheet is usually thin and flexible, with a thickness of about 1 m11, so it is easy to install (and has good adhesion after hardening) and can withstand fluctuations in load caused by external forces.
又工具としては通常使う鋏、刷毛だけであり、特殊な工
具を用いる必要がない。又、作業上、さして経験、熟練
を必要とせずそれに応じて作業時間も短くて済む。従っ
て費用も材料費、人件費を含めてかなり節減することが
できて誠に経済的、能率的である。しかも厳しい環境条
件に長期間使用してもひび割れ等生ずることなく良好で
ある。Moreover, the only tools required are scissors and brushes, which are usually used, and there is no need to use special tools. Further, the work does not require much experience or skill, and the work time can be shortened accordingly. Therefore, costs including material costs and labor costs can be reduced considerably, making it truly economical and efficient. In addition, it remains in good condition without cracking even when used for a long period of time under harsh environmental conditions.
実施例1
茨城県所在の容量1200KfI、直径11,6rnの
石油タンクの周囲に本発明に従って難燃性光硬化性樹脂
シートを貼着した。Example 1 A flame-retardant photocurable resin sheet according to the present invention was pasted around an oil tank with a capacity of 1200 KfI and a diameter of 11.6 rn located in Ibaraki Prefecture.
このタンクは開放検査中であり、塗装、基礎部工事終了
後あらかじめ塗装工事の際、塗料が付着しないように、
アニユラ−板のシート貼着予定部に貼ってあったマスキ
ング・テープ(ガムテープ等)を取り除いた後でワイヤ
ー・ブラッシで、浮き錆、塵埃等を除く。前記アニユラ
−板の外周から約20關内側の位置に商品名リポキシV
S−200(l燃性)のワニスを塗布する。同様に前記
アニユラ−板の外周から約180龍外側の基礎部上に前
記ワニスを塗布する。但しパテ詰めはしなかった。This tank is currently under open inspection, and after the painting and foundation work is completed, we will take precautions to prevent paint from adhering to the tank.
After removing the masking tape (duct tape, etc.) from the part of the annual board where the sheet is to be attached, use a wire brush to remove loose rust, dust, etc. Apply the product name Ripoxy V at a position approximately 20 degrees inward from the outer periphery of the annular plate.
Apply S-200 (flammable) varnish. Similarly, apply the varnish on the base portion approximately 180 degrees outward from the outer periphery of the annular plate. However, I did not fill it with putty.
幅200mm、厚さlll11の前記商品名リポキシV
S100OM(難燃性)の樹脂シートを680關の長さ
にはさみで切断し、前記のワニス塗布部上に貼着する。The product name Lipoxy V is 200mm wide and 11mm thick.
A S100OM (flame retardant) resin sheet is cut with scissors to a length of 680 mm, and is pasted on the varnished area.
貼着に当ってはローラーを殆ど使用せず、アニユラ−板
上、基礎部上、そしてその間の段差部も含めて剥離紙の
上から手押しで、しわを生ぜぬよう貼着した。2枚目以
降は内側アニユラ−板側を約10an重ね合わせ外側端
部を突合わせ接合部にはワニスを塗布して、同様にシー
トの貼着を行なった。当日曇天であったがシート6片は
約15分で硬化し、タンク周囲全部の施工は3人で約1
時間で終了した。降雨のあった2日後の消防官立ち合い
検査時においても異状はなかった。In adhering, almost no roller was used, and the adhesive was applied by hand over the release paper, including the annular board, the base, and the stepped portion in between, to avoid wrinkles. For the second and subsequent sheets, the inner annular plates were overlapped by about 10 ann, the outer edges were abutted, varnish was applied to the joints, and the sheets were attached in the same manner. Although it was cloudy that day, the 6 pieces of sheet hardened in about 15 minutes, and the entire area around the tank was completed in about 1 hour by 3 people.
Finished in time. No abnormalities were found when a firefighter attended the inspection two days after the rain.
実施例2
神奈川系で使用中の容ff114,400Kfi、直径
37.7mの石油タンクの周囲に実施例1と同様に樹脂
シートを貼着した。当日の天気は晴天であり6片は10
分で硬化した。作業は3人で180分で終了した。施工
後冬期を含む約8ケ月間経過し、その間石油タンク内の
油面高さは最低の3.9mから最高約11.6mまでの
範囲で約100回変動しそれに応じてシート貼着部に繰
返しの負荷変動が与えられたが、アニユラ−板と基礎部
の間の間隙への雨水浸入、それによるアニユラ−板の腐
蝕、或はシートのひび割れ等の異状は認められず、所期
の機能を保持していた。Example 2 A resin sheet was pasted in the same manner as in Example 1 around an oil tank with a capacity of 114,400 Kfi and a diameter of 37.7 m that was being used in the Kanagawa system. The weather on that day was sunny and 6 pieces were 10.
Hardened in minutes. The work was completed in 180 minutes by three people. Approximately 8 months have passed since the construction, including the winter, and during that time the oil level in the oil tank has fluctuated approximately 100 times, from a minimum of 3.9 m to a maximum of approximately 11.6 m, and the sheet attachment area changes accordingly. Although repeated load fluctuations were applied, no abnormalities such as rainwater infiltration into the gap between the annual plate and the foundation, corrosion of the annual plate, or cracks in the sheet were observed, and the product functioned as expected. was held.
図面はいずれも本発明の詳細な説明するための説明図で
あって、第1図は石油タンクの一部立面図、第2図は同
平面図、第3図はシート貼着部を示す第1図A部の拡大
断面図、第4図は同貼着状態を示す平面図、第5図は同
斜視図である。
1・・・周囲平地部、2・・・砕石層、3・・・基礎部
平面部、4・・・基礎部の緩い傾斜部、4′・・・基礎
部のやや急な傾斜部、5・・・基礎部、6・・・アスフ
ァルトモルタル被覆部、7・・・コンクリート、8・・
・底板、9・・・アニユラ−板、10・・・側板、11
・・・タンク本体、12・・・石油タンク全体、13・
・・間隙部、14・・・樹脂シート、15・・・ワニス
、16・・・重ね合わせ部、17・・・突き合わせ部、
18・・・段差部。
為1 図The drawings are all explanatory diagrams for explaining the present invention in detail, and FIG. 1 is a partial elevation view of the oil tank, FIG. 2 is a plan view of the same, and FIG. 3 shows a sheet pasting part. FIG. 1 is an enlarged cross-sectional view of section A, FIG. 4 is a plan view showing the attached state, and FIG. 5 is a perspective view. 1... Surrounding flat area, 2... Crushed stone layer, 3... Planar part of the foundation, 4... Gentle slope of the foundation, 4'... Slightly steep slope of the foundation, 5 ...Foundation part, 6...Asphalt mortar covering part, 7...Concrete, 8...
・Bottom plate, 9... Annular plate, 10... Side plate, 11
...tank body, 12... entire oil tank, 13.
... Gap part, 14... Resin sheet, 15... Varnish, 16... Overlapping part, 17... Butting part,
18...Step part. Tame 1 Figure
Claims (1)
ァルトモルタルで被覆してなる基礎部と、該基礎部上中
央部に円形状に底板を敷き、その周囲に環状にアニュラ
ー板を敷き、該アニュラー板上に側板を垂直方向に設け
更に屋根を設けてなるタンク本体を有する石油タンクの
前記アニュラー板と周囲の前記基礎部にわたって難燃性
光硬化性樹脂シートを被覆することを特徴とする、石油
タンクの施工方法。A foundation part is formed in a circular shape slightly higher than the surrounding flat land and the surface is covered with asphalt mortar, a bottom plate is laid in a circular shape in the center above the foundation part, an annular plate is laid in a ring shape around it, and the annular A petroleum tank having a tank body having a side plate vertically disposed on the plate and a roof further comprising a flame-retardant photocurable resin sheet covering the annular plate and the surrounding base portion. Tank construction method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63295596A JPH02140370A (en) | 1988-11-22 | 1988-11-22 | Construction execution of petroleum tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63295596A JPH02140370A (en) | 1988-11-22 | 1988-11-22 | Construction execution of petroleum tank |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02140370A true JPH02140370A (en) | 1990-05-30 |
Family
ID=17822675
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63295596A Pending JPH02140370A (en) | 1988-11-22 | 1988-11-22 | Construction execution of petroleum tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02140370A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015093697A (en) * | 2013-11-12 | 2015-05-18 | 信越化学工業株式会社 | Waterproof construction method for outdoor tank |
JP2019151338A (en) * | 2018-02-28 | 2019-09-12 | 東電設計株式会社 | Holding structure for tank |
-
1988
- 1988-11-22 JP JP63295596A patent/JPH02140370A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015093697A (en) * | 2013-11-12 | 2015-05-18 | 信越化学工業株式会社 | Waterproof construction method for outdoor tank |
JP2019151338A (en) * | 2018-02-28 | 2019-09-12 | 東電設計株式会社 | Holding structure for tank |
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