JPS5891209A - Marine structure utilizing wastes - Google Patents
Marine structure utilizing wastesInfo
- Publication number
- JPS5891209A JPS5891209A JP56188533A JP18853381A JPS5891209A JP S5891209 A JPS5891209 A JP S5891209A JP 56188533 A JP56188533 A JP 56188533A JP 18853381 A JP18853381 A JP 18853381A JP S5891209 A JPS5891209 A JP S5891209A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- marine structure
- waste
- containers
- wastes
- 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
- 239000002699 waste material Substances 0.000 title claims abstract description 29
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 2
- 229910052742 iron Inorganic materials 0.000 abstract 1
- 238000012856 packing Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000002920 hazardous waste Substances 0.000 description 2
- 239000002440 industrial waste Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000010883 coal ash Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、防波堤のごとき海洋構造物に関し、特に産業
上排出されるような廃棄物を利用した海洋構造物に関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to marine structures such as breakwaters, and more particularly to marine structures that utilize industrial waste.
一般に、産業上排出される廃棄物の中には有毒なものも
あり、大量に出る廃棄物を能率よ〈且つ安全に処理して
、その有効利用をはかることが要請されている。In general, some of the industrial wastes are toxic, and there is a need to efficiently and safely dispose of large quantities of wastes so that they can be used effectively.
本発明は、このような要請にこたえようとするもので、
防波堤のごとき海洋構造物には大量の資材が必要とされ
る点に着目し、その内部に廃棄物を適切に収容して、廃
棄物の安全利用をはかれるようにした海洋構造物を提供
することを目的とする。The present invention is intended to meet such demands.
Focusing on the fact that marine structures such as breakwaters require a large amount of materials, the present invention provides a marine structure in which waste can be properly contained inside and the waste can be used safely. With the goal.
このため本発明は、水密の外殻と内殻とからなる二重殻
構造をそなえた海洋構造物において、上記の外殻と内殻
との間に鉄筋コンクリニドが充填されるとともに、上記
内殻の内側には、多数の廃棄物入シコンテナを並べてそ
のコンテナ相互間および周囲をコンクリートで固めた廃
棄物入りコンテナ集合ユニットが、多数積載されるよう
にして収容され、同ユニットの相互間が更にコンクリー
ト層で結合されていることを特徴としている。For this reason, the present invention provides a marine structure having a double shell structure consisting of a watertight outer shell and an inner shell, in which reinforced concrete is filled between the outer shell and the inner shell, and the inner shell is filled with reinforced concrete. Inside the container, a large number of waste container collection units are housed, in which a large number of waste containers are lined up and the spaces between and around the containers are hardened with concrete. It is characterized by being connected with.
以下図面により本発明の一実施例としての廃棄物を利用
した海洋構造物について説明すると、第1図はその中間
部を破断して示す斜視図、第2図は第1図の■−■線に
沿う横断面図、第3図は第2図のm部の拡大断面図であ
り、第4図は上記海洋構造物に収容される廃棄物入りコ
ンテナ集合ユニットの斜視図、第5図は上記ユニットの
変形例を示す斜視図である。Below, a marine structure using waste as an embodiment of the present invention will be explained with reference to the drawings. Figure 1 is a perspective view showing the middle part cut away, and Figure 2 is a perspective view taken along the line ■-■ of Figure 1. FIG. 3 is an enlarged sectional view of section m in FIG. 2, FIG. 4 is a perspective view of a waste container collection unit accommodated in the marine structure, and FIG. It is a perspective view showing a modification of .
第1図に示すように、水密の鋼板製外殻lと鋼板製内殻
2とからなる二重殻構造をもった防波堤としての海洋構
造物Aが、海底の基礎マウンド3上に設置されており、
第2,3図に示すごとく、外殻1と内殻2との間には鉄
筋4の入ったコンクリート5が充填されている。As shown in Figure 1, a marine structure A as a breakwater with a double shell structure consisting of a watertight steel plate outer shell l and a steel plate inner shell 2 is installed on a foundation mound 3 on the seabed. Ori,
As shown in FIGS. 2 and 3, concrete 5 containing reinforcing bars 4 is filled between the outer shell 1 and the inner shell 2.
そして、内殻2の内側には、第4図に示すような廃棄物
入りコンテナ集合ユニット6が、第2図に示すごとく多
数積載されるようにして収容されている〇
各ユニット6は、第4図に示すように、多数の廃棄物入
りコンテナ6aを並べて、その周囲をコンクリート製枠
部−材6bで固めるとともに、コンテナ6aの相互間も
コンクリート6Cを充填して固めたものであり、多数の
ユニット6を、それぞれ四隅の吊上げ用リング6dを介
し吊上げて積み重ねる際には、それらの相互間が、第2
図に示すように、更にコンクリート層7で結合される0
この海洋構造物Aの二重殻構造としての外殻1および内
殻2は、廃船を利用することができ、外殻1のみの船体
については内殻2を増設すればよい0
このような廃船を利用する場合は、沈船式1法により容
易に防波堤を構築することができ−るが、さらに老朽船
を利用すれば、船体を岸壁に横付けして、廃棄物入りコ
ンテナ集合ユニット6を積込むことができるので、その
据付は現場への輸送が能率よく行なえるようになる0第
4図に示す例では、ユニット6におけるドラム缶状の各
コンテナ6aが水平状態で並べられているが、第5図に
示すユニット6の例のように、ドラム缶状のコンテナ6
aを直立させた状態で並べるようにしてもよい。Inside the inner shell 2, a large number of waste container gathering units 6 as shown in FIG. 4 are loaded as shown in FIG. As shown in the figure, a large number of waste containers 6a are lined up and the surroundings are hardened with concrete frame members 6b, and the spaces between the containers 6a are also filled with concrete 6C. 6 are lifted up and stacked via the four corner lifting rings 6d, the distance between them is the second
As shown in the figure, the outer shell 1 and the inner shell 2 as a double shell structure of this marine structure A can be made of an abandoned ship, and are further connected with a concrete layer 7. For the hull, all you need to do is add an inner shell 2. When using such an abandoned ship, a breakwater can be easily constructed using the shipwreck method 1, but if an old ship is used, the hull Since the waste container collection unit 6 can be loaded next to the quay, the installation and transportation to the site can be carried out efficiently.0 In the example shown in Fig. 4, the drum-shaped The containers 6a are arranged horizontally, but as in the example of the unit 6 shown in FIG.
A may be arranged in an upright state.
そして、コンテナ6aに収容される廃棄物としては、各
種産業プラントからの有害廃棄物のほか、石炭だき火力
発電所から排出される石炭灰などかあシ、これらをコン
テナ6aに充填することにより、そのユニット6を全体
として固形材のごとく用いることができる0
このようにして構成された海洋構造物Aは、その内部の
廃棄物を、コンテナ6aの壁部のほか、゛コンクリート
6b、6C+ 7や、鉄筋4入りコンクリート5を充填
された二重殻構造l。The waste to be stored in the container 6a includes hazardous waste from various industrial plants as well as coal ash discharged from coal-fired power plants, and by filling the container 6a with these wastes, The unit 6 as a whole can be used like a solid material. The marine structure A constructed in this way can store waste inside the container 6a, concrete 6b, 6C+7, etc. , double shell structure l filled with reinforced concrete 5.
2で厳重に保護されるので、海水中への廃棄物の漏洩を
十分に防止することができる。2, it is possible to sufficiently prevent waste from leaking into the seawater.
以上詳述したように、本発明の廃棄物を利用した海洋構
造物によれば、一般の廃棄物のほか、産業上大量に排出
される有害な廃棄物についても、能率よく安全に処理し
て、海洋構造物の内部部材として利用することが可能と
なり、従来貯蔵スペースの確保に困難をきたしていた廃
棄物の処理に、きわめて有効に寄与しうるのであるOAs detailed above, according to the marine structure using waste of the present invention, not only general waste but also hazardous waste discharged in large quantities from industry can be efficiently and safely treated. It is now possible to use it as an internal component of offshore structures, and it can contribute extremely effectively to the treatment of waste, for which it has traditionally been difficult to secure storage space.
第1〜3図は本発明の一実施例としての廃棄物を利用し
た海洋構造物を示すもので、第1図はその中間部を破断
して示す斜視図、第2図は第1図の■−■線に沿う横断
面図、第3図は第2図のm部の拡大断面図であり、第4
図は上記海洋構造物に収容される廃棄物入りコンテナ集
合ユニットの斜視図、第5図は上記ユニットの変形例を
示す斜視図である0
1・・外殻、2・・内殻、3・・基礎マウンド、4・・
鉄筋、5・・コンクリート、6・・廃棄物入りコンテナ
集合ユニット、6a・・廃棄物入りコンテナ、6b・・
コンク1)−ト製枠部材、6C・・コンクリート、6d
・・吊上げ用リング、7・。・コンクリート層、A・・
海洋構造物0
復代理人 弁理士 飯沼 義彦
第1図
第2図 −第3図
第4図
第5図1 to 3 show a marine structure using waste as an embodiment of the present invention. Figure 3 is an enlarged cross-sectional view of section m in Figure 2;
The figure is a perspective view of a waste container collection unit housed in the marine structure, and FIG. 5 is a perspective view showing a modification of the unit. Basic mound, 4...
Reinforcing steel, 5... Concrete, 6... Container collection unit containing waste, 6a... Container containing waste, 6b...
Concrete 1)-G frame member, 6C...Concrete, 6d
...Lifting ring, 7.・Concrete layer, A...
Marine Structure 0 Sub-Agent Patent Attorney Yoshihiko Iinuma Figure 1 Figure 2 - Figure 3 Figure 4 Figure 5
Claims (1)
構造物において、上記の外殻と内殻との間に鉄筋コンク
リートが充填されるとともに、上記内殻の内側には、多
数の廃棄物入りコンテナを並べてその8ンテナ相互間卦
よひ周囲をコンクリートで固めた廃棄物入りコンテナ集
合ユニットが、多数積載されるようにして収容され、同
ユニットの相互間が更にコンクリート層で結合されてい
ることを特徴とする、廃棄物を利用した海洋構造物。In a marine structure with a double shell structure consisting of a watertight outer shell and an inner shell, reinforced concrete is filled between the outer shell and the inner shell, and inside the inner shell there are many A waste container assembly unit is made by arranging waste containers and hardening the space between each of the eight containers with concrete, and the waste container collection unit is housed in a large number of stacks, and the units are further connected with a layer of concrete. A marine structure made from waste, characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56188533A JPS5891209A (en) | 1981-11-25 | 1981-11-25 | Marine structure utilizing wastes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56188533A JPS5891209A (en) | 1981-11-25 | 1981-11-25 | Marine structure utilizing wastes |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5891209A true JPS5891209A (en) | 1983-05-31 |
Family
ID=16225365
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP56188533A Pending JPS5891209A (en) | 1981-11-25 | 1981-11-25 | Marine structure utilizing wastes |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5891209A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011256693A (en) * | 2010-05-10 | 2011-12-22 | Eco Easel Co Ltd | Marine civil engineering structure constructed by reclaiming sleeper and construction method of the same |
JP2013234545A (en) * | 2012-05-11 | 2013-11-21 | Yamashita System Zosaku:Kk | Tsunami/tidal wave protection embankment |
-
1981
- 1981-11-25 JP JP56188533A patent/JPS5891209A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011256693A (en) * | 2010-05-10 | 2011-12-22 | Eco Easel Co Ltd | Marine civil engineering structure constructed by reclaiming sleeper and construction method of the same |
JP2013234545A (en) * | 2012-05-11 | 2013-11-21 | Yamashita System Zosaku:Kk | Tsunami/tidal wave protection embankment |
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