JPS6113432Y2 - - Google Patents
Info
- Publication number
- JPS6113432Y2 JPS6113432Y2 JP6646181U JP6646181U JPS6113432Y2 JP S6113432 Y2 JPS6113432 Y2 JP S6113432Y2 JP 6646181 U JP6646181 U JP 6646181U JP 6646181 U JP6646181 U JP 6646181U JP S6113432 Y2 JPS6113432 Y2 JP S6113432Y2
- Authority
- JP
- Japan
- Prior art keywords
- filter
- hold
- drain
- drainage channel
- drainage
- 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
- 239000002002 slurry Substances 0.000 claims description 7
- 230000003247 decreasing effect Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 16
- 239000003245 coal Substances 0.000 description 5
- 230000035699 permeability Effects 0.000 description 5
- 239000012528 membrane Substances 0.000 description 3
- 238000012856 packing Methods 0.000 description 3
- 239000000835 fiber Substances 0.000 description 2
- 239000010419 fine particle Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000003250 coal slurry Substances 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
Description
【考案の詳細な説明】
本考案は、排水を効率良く行なえ、しかもハツ
チを支えるシヨルダータンクを不要にして船艙容
積を増大し得、さらに積込み最終段階において絞
り作用または吸引作用により排水を好適に行なえ
得るスラリー運搬船を提案するもので、以下その
一実施例を第1図〜第7図に基づいて説明する。[Detailed description of the invention] The present invention can efficiently drain water, increase the hold capacity by eliminating the need for shoulder tanks to support hatches, and further improve drainage by throttling or suction at the final stage of loading. The present invention proposes a slurry carrier that can carry out this work, and one embodiment thereof will be described below with reference to FIGS. 1 to 7.
第1図において1は船艙2を形成する船体、3
は船艙2の上部にハツチコーミング4により形成
した艙口、5はハツチカバー、6は船艙2を形成
する底壁7に設けた排水部である。前記船艙2内
の艙口3四隅付近に艙口部の荷重を支持する中空
の支柱8を立設している。これら支柱8は第2図
〜第5図に示すように、断面矩形の側壁9と、こ
の側壁9によつて形成した内部空間を3つに仕切
る一対の縦隔壁10と、底板11と、天板12と
で構成してある。前記底板11は底壁7に定着し
てあり、また天板12は前記ハツチコーミング4
側に固着してある。前記内部空間は、前記縦隔壁
10によつて両側に夫々排水路13を形成してい
る。14は排水路13の下部に連通する排脱水管
で、底板11ならびに底壁7を貫通し、その途中
にはバルブ(図示せず)を設けている。側壁9の
最下部で排水路13に対向する部分には開閉扉1
5を有する出入口16を設けており、さらに排水
路13内には梯子17を設けている。側壁9面に
は、前記排水路13に連通するフイルター18付
の排水口19を上下方向に複数個設けている。す
なわちフイルター18は第6図、第7図に示すよ
うに、排水口19に対向する金網フイルター20
と、その内側に配設した繊維フイルター21と、
さらに内側に配設したパンチングホール付の補強
板22と、これら20,21,22を一体化する
全周一体型のゴムパツキング枠23とからなる。
上記のように構成したフイルター18は、排水口
19の内側全周に設けたガイド枠24に上方から
差込み可能(着脱可能)であり、その際にガイド
枠24の上部分にはヒンジ25を介しての揺動ガ
イド枠24aに構成してある。フイルター18を
ガイド枠24に差んだ状態で、このガイド枠24
に取付けた締付け具26を操作することによつ
て、フイルター18を排水口19の周辺内面に当
接して定着し得る。その際に周辺内面にはゴムパ
ツキング板27を取付けている。第2図〜第5図
に示すように、両排水路13内に夫々高圧水管2
8を縦方向に配設し、そしてこれら高圧水管28
の上端を高圧水供給管29に連通している。また
高圧水管28から多数のノズル30を連通突出
し、これら横向きのノズル30を、側壁9を貫通
して支柱8外に開口している。さらに排水路13
の上部に連通する増圧用または減圧用の配管31
を設けている。 In Figure 1, 1 is the hull forming the hold 2, 3
5 is a hatch opening formed by hatch coaming 4 in the upper part of the hold 2, 5 is a hatch cover, and 6 is a drainage portion provided in the bottom wall 7 forming the hold 2. Hollow pillars 8 are erected near the four corners of the hold opening 3 in the hold 2 to support the load of the hold opening. As shown in FIGS. 2 to 5, these columns 8 include a side wall 9 having a rectangular cross section, a pair of vertical bulkheads 10 that partition the internal space formed by the side wall 9 into three parts, a bottom plate 11, and a top plate 11. It is composed of a plate 12. The bottom plate 11 is fixed to the bottom wall 7, and the top plate 12 is fixed to the hatch coaming 4.
It is attached to the side. The internal space has drainage channels 13 formed on both sides by the longitudinal partition wall 10, respectively. Reference numeral 14 denotes a drain/drain pipe communicating with the lower part of the drain channel 13, which passes through the bottom plate 11 and the bottom wall 7, and has a valve (not shown) provided in the middle thereof. An opening/closing door 1 is provided at the lowest part of the side wall 9 facing the drainage channel 13.
5 is provided, and a ladder 17 is further provided within the drainage channel 13. A plurality of drain ports 19 with filters 18 communicating with the drain channel 13 are provided in the vertical direction on the side wall 9. That is, the filter 18 is a wire mesh filter 20 facing the drain port 19, as shown in FIGS. 6 and 7.
and a fiber filter 21 disposed inside it,
Furthermore, it consists of a reinforcing plate 22 with punching holes disposed on the inside, and a rubber packing frame 23 that is integrated all around and integrates these 20, 21, and 22.
The filter 18 configured as described above can be inserted (detachable) from above into the guide frame 24 provided all around the inside of the drain port 19. The swing guide frame 24a is configured as follows. With the filter 18 inserted into the guide frame 24,
By operating a fastener 26 attached to the filter 18, the filter 18 can be fixed against the inner peripheral surface of the drain port 19. At this time, a rubber packing plate 27 is attached to the inner surface of the periphery. As shown in FIGS. 2 to 5, high-pressure water pipes 2 are installed in both drainage channels 13.
8 are arranged vertically, and these high pressure water pipes 28
The upper end thereof is communicated with a high pressure water supply pipe 29. Further, a large number of nozzles 30 are communicated and protruded from the high-pressure water pipe 28, and these horizontally oriented nozzles 30 penetrate the side wall 9 and open to the outside of the support column 8. Furthermore, drainage channel 13
Piping 31 for pressure increase or pressure reduction communicating with the upper part of
has been established.
上記構成において、艙口3を介して船艙2内
に、例えば石炭をスラリー状で搭載する。その際
にスラリー水は排水部6を介して排水され、さら
には排水口19ならびにフイルター18を通つて
排水路13に流入し、そして排脱水管14を介し
て排水される。搭載された石炭スラリーは、その
粒度分布によつて粒径の大きな石炭より船底部に
沈殿し、微粒子が水と共に積荷上層部に溜る。こ
のため排水時の艙内底部への通気性が悪く、排水
性能が低下する。これら通気性を良くする場合に
は最上層部を形成する微粒子による膜を破壊する
ことが必要であり、それによつて通気性を向上し
て脱水を行なう。このような事態に対しては、排
脱水管14のバルブを閉じた状態で、配管31を
介して排水路13内に圧縮空気を供給し、該排水
路13内を増圧させる。すると圧縮空気はフイル
ター18を通つて船艙2内に入り、以つて積荷内
を強制的に通気して膜を破壊し、通気性を向上し
て脱水を行なう。或いは、配管31を介して排水
路13内の空気を吸引し、該排水路13内を減圧
させる。これにより積荷内のスラリー水はフイル
ター18を介して排水路13内に吸引され、以つ
て積荷内を強制的に通気して膜を破壊し、通気性
を向上して脱水を促進させる。積荷した石炭を再
スラリー化して揚荷する場合、高圧水供給管29
を介して高圧水管28に高圧水を供給する。する
と高圧水管28の高圧水は、各ノズル30を介し
て船艙2内に石炭に向けて噴射され、以つて該石
炭を切り崩し、スラリー化させる。なおノズル3
0から噴射される高圧水によつて船艙2内の清掃
も行なえる。 In the above configuration, coal, for example, is loaded in the form of slurry into the hold 2 through the hold port 3. At this time, the slurry water is drained through the drain section 6, flows into the drain channel 13 through the drain port 19 and the filter 18, and is drained via the drain pipe 14. Due to its particle size distribution, the loaded coal slurry settles closer to the bottom of the ship than coal with larger particle sizes, and fine particles accumulate in the upper layer of the cargo along with water. For this reason, the ventilation to the inner bottom of the boat during drainage is poor, resulting in a decrease in drainage performance. In order to improve air permeability, it is necessary to destroy the film of fine particles forming the uppermost layer, thereby improving air permeability and dehydration. In response to such a situation, compressed air is supplied into the drainage channel 13 through the pipe 31 with the valve of the drain/drainage pipe 14 closed to increase the pressure inside the drainage channel 13. The compressed air then passes through the filter 18 and enters the hold 2, forcibly ventilating the inside of the cargo, destroying the membrane, improving air permeability, and dewatering. Alternatively, the air inside the drainage channel 13 is sucked through the pipe 31 to reduce the pressure inside the drainage channel 13. As a result, the slurry water in the cargo is sucked into the drainage channel 13 through the filter 18, and the cargo is forcibly ventilated to destroy the membrane, improve air permeability, and promote dewatering. When loaded coal is reslurried and unloaded, high pressure water supply pipe 29
High pressure water is supplied to the high pressure water pipe 28 via the high pressure water pipe 28. Then, the high-pressure water from the high-pressure water pipes 28 is injected into the hold 2 through each nozzle 30 toward the coal, thereby breaking up the coal and turning it into slurry. Note that nozzle 3
The inside of the hold 2 can also be cleaned by high-pressure water jetted from zero.
第8図a〜eに支柱8の種々な断面変形例を示
す。 8a to 8e show various cross-sectional modifications of the support column 8.
以上述べたように本考案によると、船艙内の艙
口四隅付近に艙口部の荷重を支持する中空の支柱
を立設したから、この支柱による艙口部荷重支持
によつてハツチを支えるシヨルダータンクを不要
にして船艙容積を増大することができる。また支
柱の内部空間の全部または一部を排水路とし、さ
らに支柱の壁面に、前記排水路に連通するフイル
ター付の排水口を設けたから、この支柱を利用し
て排水を効率良く行なうことができる。さらに排
水路に連通する増圧用または減圧用の配管を設け
たから、積荷途中において該排水路内を増圧また
は減圧することにより、フイルターを通して積荷
内を強制的に通気でき、以つて形成された膜を破
壊し、通気性を向上して脱水を向上でき、また減
圧、増圧を交互に行うことによりフイルターに目
詰りするスラリーの微粉を除去することができ
る。 As described above, according to the present invention, hollow columns are erected near the four corners of the hatch in the hold to support the load of the hatch. It is possible to increase the hold capacity by eliminating the need for a luder tank. In addition, all or part of the internal space of the pillar is made into a drainage channel, and the wall of the pillar is provided with a drain port with a filter that communicates with the drainage channel, so this pillar can be used to drain water efficiently. . Furthermore, since a pressure increase or decrease pressure piping is provided that communicates with the drainage channel, by increasing or decreasing the pressure inside the drainage channel during loading, it is possible to forcibly ventilate the cargo through the filter, and the membrane that has formed can be removed. This can improve air permeability and dewatering, and by alternately reducing and increasing the pressure, it is possible to remove fine powder from the slurry that clogs the filter.
第1図〜第7図は本考案の一実施例を示し、第
1図は全体の横断正面図、第2図は支柱部分の斜
視図、第3図は同断面図、第4図は第3図におけ
るA−A断面図、第5図はB−B断面図、第6図
はフイルター部分の縦断側面図、第7図は同横断
平面図、第8図a〜eは支柱の種々な断面変形例
を示す。
2……船艙、3……艙口、6……排水部、7…
…底壁、8……支柱、13……排水路、18……
フイルター、19……排水口、20……金網フイ
ルター、21……繊維フイルター、22……補強
板、23……ゴムパツキング枠、31……配管。
Figures 1 to 7 show an embodiment of the present invention, with Figure 1 being a cross-sectional front view of the entire structure, Figure 2 being a perspective view of the support section, Figure 3 being a sectional view of the same, and Figure 4 being 3, FIG. 5 is a BB sectional view, FIG. 6 is a vertical side view of the filter section, FIG. 7 is a cross-sectional plan view of the same, and FIGS. An example of a cross-sectional modification is shown. 2...Hold, 3...Hold mouth, 6...Drainage section, 7...
...bottom wall, 8...post, 13...drainage channel, 18...
Filter, 19... Drain port, 20... Wire mesh filter, 21... Fiber filter, 22... Reinforcement plate, 23... Rubber packing frame, 31... Piping.
Claims (1)
る中空の支柱を立設し、これら支柱の内部空間の
全部または一部を排水路とし、前記支柱の壁面
に、前記排水路に連通するフイルター付の排水口
を設け、前記排水路に連通する増圧用または減圧
用の配管を設けたことを特徴とするスラリー運搬
船。 Hollow columns that support the load of the port are erected near the four corners of the port in the hold, all or part of the internal space of these supports is used as a drainage channel, and the wall surface of the support is connected to the drainage channel. 1. A slurry carrier, comprising: a drain port with a filter, and pressure increasing or decreasing pressure piping communicating with the drain channel.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6646181U JPS6113432Y2 (en) | 1981-05-07 | 1981-05-07 | |
GB8212320A GB2098138B (en) | 1981-05-07 | 1982-04-28 | Slurry carrying ship with drainage devices |
AU83138/82A AU546168B2 (en) | 1981-05-07 | 1982-04-29 | Draining cargo slurry using hollow posts |
US06/374,242 US4481898A (en) | 1981-05-07 | 1982-05-03 | Slurry carrying ship |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6646181U JPS6113432Y2 (en) | 1981-05-07 | 1981-05-07 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57177894U JPS57177894U (en) | 1982-11-10 |
JPS6113432Y2 true JPS6113432Y2 (en) | 1986-04-25 |
Family
ID=29862503
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6646181U Expired JPS6113432Y2 (en) | 1981-05-07 | 1981-05-07 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6113432Y2 (en) |
-
1981
- 1981-05-07 JP JP6646181U patent/JPS6113432Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS57177894U (en) | 1982-11-10 |
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