JPS6231435Y2 - - Google Patents
Info
- Publication number
- JPS6231435Y2 JPS6231435Y2 JP425683U JP425683U JPS6231435Y2 JP S6231435 Y2 JPS6231435 Y2 JP S6231435Y2 JP 425683 U JP425683 U JP 425683U JP 425683 U JP425683 U JP 425683U JP S6231435 Y2 JPS6231435 Y2 JP S6231435Y2
- Authority
- JP
- Japan
- Prior art keywords
- storage tank
- plate
- embedded
- lining
- board
- 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.)
- Expired
Links
- 238000003860 storage Methods 0.000 claims description 22
- 238000002955 isolation Methods 0.000 claims description 15
- 239000007788 liquid Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 2
- 238000005202 decontamination Methods 0.000 description 5
- 230000003588 decontaminative effect Effects 0.000 description 5
- 238000005498 polishing Methods 0.000 description 3
- 238000001514 detection method Methods 0.000 description 2
- 230000002285 radioactive effect Effects 0.000 description 2
- 230000008646 thermal stress Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 238000007517 polishing process Methods 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Description
【考案の詳細な説明】
一般に液体貯槽においては、貯蔵液体の洩漏防
止と貯槽内面の清掃の容易さを目的として、貯槽
内面にライニングされるのが通例である。[Detailed Description of the Invention] Generally, in a liquid storage tank, the inner surface of the storage tank is usually lined to prevent leakage of the stored liquid and to facilitate cleaning of the inner surface of the storage tank.
また貯槽内面には機器及び装置類が多数設置さ
れ、これらを支持するサポート材1が第1図及び
第2図に示すように、コンクリート内に予め埋込
み取付けられた埋込板2に溶接等によつて取付け
られる。この埋込板2はコンクリート部3と同一
面上に位置するように設定されており、サポート
1の取付けられる開口部を設けたライニング板4
を埋込板2上に敷設して、両者4,2を隅肉溶接
5して貯槽の全面ライニングが完了する。また埋
込板2とライニング板4の溶接部をコンクリート
部3より離隔せしめ、同コンクリート部3から受
ける悪影響を防止するために、埋込板2の裏面に
は予め工場で取付けられた隔離溝6が配設され、
同隔離溝6は万一の漏洩液を検知する検知溝とし
ても使用しうるようになつている。 In addition, a large number of equipment and devices are installed on the inner surface of the storage tank, and as shown in Figures 1 and 2, the support material 1 that supports them is welded to an embedded plate 2 that is embedded in the concrete in advance. Can be installed by twisting. This embedded board 2 is set to be located on the same plane as the concrete part 3, and a lining board 4 is provided with an opening to which the support 1 is attached.
is laid on the embedded plate 2, and both 4 and 2 are fillet welded 5 to complete the entire lining of the storage tank. In addition, in order to separate the welded part between the embedded board 2 and the lining board 4 from the concrete part 3 and prevent the negative influence from the concrete part 3, an isolation groove 6 is installed on the back side of the embedded board 2 in advance at the factory. is arranged,
The isolation groove 6 can also be used as a detection groove for detecting liquid leakage in the unlikely event of leakage.
而して原子力プラント等で使用される貯槽は放
射性液体を保有し、定期検査のために同液体を抜
水し、貯槽内部の保守、点検を実施するが、この
際床部においてはライニング板開口部が凹入部を
形成し、同部に液体が滞留するため、除染作業員
の被曝量が増大する。またライニング板と埋込板
とが隅肉溶接となり、除染効果を向上させるため
に同溶接部を研磨する必要があるが、この研磨作
業に時間を要し、更に貯蔵液の温度上昇があつた
場合、構造的に応力集中を受け健全性が損なわれ
る要因となる。 Storage tanks used in nuclear power plants, etc., contain radioactive liquid, and for periodic inspections, the liquid is drained and the inside of the storage tank is maintained and inspected. The area forms a recessed area, and liquid accumulates in this area, increasing the amount of radiation exposure for decontamination workers. In addition, the lining plate and the embedded plate are fillet welded, and it is necessary to polish the welded part in order to improve the decontamination effect, but this polishing process takes time and further increases the temperature of the stored liquid. If this happens, stress will be concentrated on the structure and this will lead to loss of soundness.
また溶接部をコンクリート部より離隔せしめる
ための隔離溝6は、一般溶接部の隔離溝7に導く
必要があり、両者6,7の構造上の相違による煩
雑な現地接続工数が必要となつてくる。 In addition, the isolation groove 6 for separating the welded part from the concrete part needs to be led to the isolation groove 7 of the general welded part, which requires complicated on-site connection work due to the structural difference between the two parts 6 and 7. .
本考案はこのような欠点を除去するために提案
されたもので、ライニング板の板厚に等しい厚み
分を欠截してなる端部の段部表面に隔離溝の配設
された機器またはサポート材取付用埋込板を、前
記段部が貯槽内周コンクリート面と同一面上に位
置するように定着し、同コンクリート面に層着さ
れたライニング板を前記埋込板の段部上に敷設す
るとともに、同埋込板に突合せ溶接してなること
を特徴とする液体貯槽の内張構造に係るものであ
る。 The present invention was proposed to eliminate such drawbacks, and is a device or support in which an isolation groove is provided on the stepped surface of the end, which is formed by cutting out a thickness equal to the thickness of the lining plate. An embedded board for mounting the material is fixed so that the stepped portion is located on the same surface as the inner circumferential concrete surface of the storage tank, and a lining plate layered on the same concrete surface is laid on the stepped portion of the embedded plate. In addition, the present invention relates to a lining structure for a liquid storage tank characterized by being butt-welded to the embedded plate.
本考案においては埋込板の端部がライニング板
の板厚に等しい厚み分だけ欠截された段部に形成
され、同段部が貯槽内周コンクリート面と同一面
上に位置するように定着されているので、埋込板
は従来の如く、その表面が貯槽コンクリート面と
同一面上に位置するように同コンクリート部に埋
設されることなく、同面より板厚だけ槽内に突出
するように配設されることとなり、同埋込板とそ
の端部段部上に敷設されたライニング板とが突合
せ溶接されているので、貯槽内に貯液の滞留する
凹入部が形成されることなく、溶接部分が平面的
になり、除染研磨が可能となり、研磨作業時間が
短縮される。更にまた隅肉溶接がなくなることに
よつて熱応力集中を生起する惧れがなくなり、構
造的に健全な貯槽内張構造を構成しうるものであ
り、更にまた埋込板の端部段部に隔離溝が設けら
れているので、埋込板裏面の隔離溝の取付が不要
になり、一般隔離溝への接続形状が単純化され、
現場における工数が低減されるものであつて、本
考案は原子力プラント用燃料取扱槽及び放射性液
体保有槽、化学プラント及び一般プラントの埋込
槽、石油及びガス備蓄地下埋込タンク等に適用さ
れるものである。 In this invention, the end of the embedded board is formed into a stepped part with a thickness equal to the thickness of the lining board, and is fixed so that the stepped part is located on the same plane as the inner circumferential concrete surface of the storage tank. Therefore, the embedded board is not buried in the concrete part so that its surface is on the same plane as the concrete surface of the storage tank, as in the past, but it is placed so that it protrudes into the tank by the thickness of the board from the same surface. Since the embedded plate and the lining plate laid on the end step are butt welded, there is no formation of a recess where the liquid accumulates in the storage tank. , the welded part becomes flat, making decontamination polishing possible and reducing the polishing time. Furthermore, by eliminating fillet welds, there is no risk of thermal stress concentration occurring, and a structurally sound storage tank lining structure can be constructed. Since an isolation groove is provided, there is no need to install an isolation groove on the back side of the embedded board, and the connection shape to the general isolation groove is simplified.
This invention reduces on-site man-hours, and is applicable to fuel handling tanks and radioactive liquid holding tanks for nuclear plants, buried tanks for chemical plants and general plants, underground underground tanks for oil and gas storage, etc. It is something.
以下本案を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.
機器またはサポート材11を取付ける埋込板1
2は、その端部が工場において予めライニング板
の板厚に等しい厚み分だけ欠截された段部12a
に形成され、その表面に隔離溝12bが設けられ
ている。 Embedded board 1 for mounting equipment or support material 11
2 is a stepped portion 12a whose end is cut out in advance at the factory by a thickness equal to the thickness of the lining plate.
, and an isolation groove 12b is provided on its surface.
前記埋込板12はその段部12aが液体貯槽の
コンクリート部13に、コンクリート面13aと
同一面上に位置するように定着されている。従つ
て埋込板12はコンクリート面13aよりライニ
ングプレートの板厚部だけ槽内に突出した状態で
コンクリート部13に定着されている。図中14
はアンカー金物である。 The embedded board 12 is fixed to the concrete part 13 of the liquid storage tank so that the stepped part 12a is located on the same surface as the concrete surface 13a. Therefore, the embedded plate 12 is fixed to the concrete part 13 in a state in which it protrudes into the tank from the concrete surface 13a by the thickness of the lining plate. 14 in the diagram
is anchor hardware.
次いでライニング板15をコンクリート面13
aに層着するとともに、その端部を前記埋込板1
2の段部12aに敷設し、同埋込板12と突合せ
溶接16して、ライニング板15と埋込板12と
が一体化され、貯槽内に凹入部及び隅肉溶接部の
ないライニングを構成するものである。 Next, the lining plate 15 is placed on the concrete surface 13.
a, and the end thereof is attached to the embedded plate 1.
The lining plate 15 and the embedded plate 12 are integrated by laying it on the stepped portion 12a of No. 2 and butt welding 16 to the embedded plate 12, thereby forming a lining without recesses and fillet welds in the storage tank. It is something to do.
前記突合せ溶接部保護のため、前記段部12a
に形成された隔離溝12bは万一の場合の検知溝
も兼用している。 To protect the butt weld, the stepped portion 12a
The isolation groove 12b formed in the groove also serves as a detection groove in case of an emergency.
このように貯槽内に凹入部がなくなり、特に床
部に溜水部がなくなることによつて除染性が向上
し、除染作業時の被爆量が低減するものであり、
また隅肉溶接がなくなることによつて熱応力集中
の惧れがなく、より構造的に健全な貯槽の内張構
造を構成しうるものであり、更にまた溶接部が平
面的となることにより溶接部研磨時間を短縮しう
るものである。 In this way, there are no recesses in the storage tank, and in particular, there are no standing water areas on the floor, which improves decontamination performance and reduces the amount of radiation exposure during decontamination work.
In addition, by eliminating fillet welds, there is no risk of thermal stress concentration, making it possible to construct a more structurally sound lining structure for storage tanks. This makes it possible to shorten the polishing time.
また前記埋込板の段部に隔離溝を設けることに
よつて、埋込板裏面の隔離溝の取付が不要にな
り、一般隔離溝への接続形状が単純化され、現場
における工数が低減されるものである。 Furthermore, by providing an isolation groove in the stepped portion of the embedded board, there is no need to install an isolation groove on the back side of the embedded board, the shape of the connection to the general isolation groove is simplified, and the number of man-hours on site is reduced. It is something that
第1図は従来の液体貯槽の内張構造の縦断面
図、第2図はその要部拡大図、第3図は本考案に
係る液体貯槽の内張構造の一実施例の縦断面図、
第4図はその要部拡大図である。
12……埋込板、12a……段部、12b……
隔離溝、13……コンクリート部、15……ライ
ナ板、16……突合せ溶接。
FIG. 1 is a vertical cross-sectional view of a conventional lining structure for a liquid storage tank, FIG. 2 is an enlarged view of the main part thereof, and FIG. 3 is a vertical cross-sectional view of an embodiment of the lining structure for a liquid storage tank according to the present invention.
Figure 4 is an enlarged view of the main part. 12...Embedded board, 12a...Stepped portion, 12b...
Isolation groove, 13... Concrete part, 15... Liner plate, 16... Butt welding.
Claims (1)
なる端部の段部表面に隔離溝の配設された機器ま
たはサポート材取付用埋込板を、前記段部が貯槽
内周コンクリート面と同一面上に位置するように
定着し、同コンクリート面に層着されたライニン
グ板を前記埋込板の段部上に敷設するとともに、
同埋込板に突合せ溶接してなることを特徴とする
液体貯槽の内張構造。 An embedded plate for mounting equipment or support material is provided with an isolation groove on the surface of the stepped part at the end by cutting out a thickness equal to the plate thickness of the lining plate, so that the stepped part is connected to the inner circumferential concrete surface of the storage tank. A lining board that is fixed so as to be located on the same surface and layered on the same concrete surface is laid on the stepped part of the embedded board, and
A liquid storage tank lining structure characterized by butt welding to the same embedded plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP425683U JPS59112796U (en) | 1983-01-18 | 1983-01-18 | Liquid storage tank lining structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP425683U JPS59112796U (en) | 1983-01-18 | 1983-01-18 | Liquid storage tank lining structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59112796U JPS59112796U (en) | 1984-07-30 |
JPS6231435Y2 true JPS6231435Y2 (en) | 1987-08-12 |
Family
ID=30135851
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP425683U Granted JPS59112796U (en) | 1983-01-18 | 1983-01-18 | Liquid storage tank lining structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59112796U (en) |
-
1983
- 1983-01-18 JP JP425683U patent/JPS59112796U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS59112796U (en) | 1984-07-30 |
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