JPS62295809A - Artificial storage equipment - Google Patents
Artificial storage equipmentInfo
- Publication number
- JPS62295809A JPS62295809A JP61136450A JP13645086A JPS62295809A JP S62295809 A JPS62295809 A JP S62295809A JP 61136450 A JP61136450 A JP 61136450A JP 13645086 A JP13645086 A JP 13645086A JP S62295809 A JPS62295809 A JP S62295809A
- Authority
- JP
- Japan
- Prior art keywords
- artificial storage
- artificial
- members
- storage equipment
- waste
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 abstract description 13
- 239000002699 waste material Substances 0.000 abstract description 9
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Description
【発明の詳細な説明】
３、発明の詳細な説明
［産業上の利用分野コ
本発明は新規な人工貯蔵施設に関するものである。更に
詳しく述べれば本発明は貯蔵容量が格段に大きくとるこ
とができる人工貯蔵施設に関するものである。Detailed Description of the Invention 3. Detailed Description of the Invention [Field of Industrial Application] The present invention relates to a novel artificial storage facility. More specifically, the present invention relates to an artificial storage facility with significantly increased storage capacity.
［従来の技術］
人工貯蔵施設は廃棄物の投棄施設として利用されている
。この種の人工貯蔵施設は山林や平地に設けられる場合
が大半であるが、立地上から断崖絶壁、例えば山の石切
り場や海岸に設けることが多くなってきている。[Prior Art] Artificial storage facilities are used as waste dumping facilities. Most of these types of artificial storage facilities are built in mountain forests or flatlands, but because of their location, they are increasingly being built on cliffs, such as mountain stone quarries and beaches.
従来、このような断崖絶壁に用いられる人工貯蔵施設は
土堰堤工貯蔵施設とコンクリートよう壁貯蔵施設とが用
いられている。Conventionally, as artificial storage facilities used on such cliffs, earth dam construction storage facilities and concrete wall storage facilities have been used.
第２図は土堰堤工貯蔵施設の説明図を示したものであっ
て、断崖面１が底面にかけて遮水シート２１を施工し、
底面から廃棄物３１を投棄して行き、ある高さになった
ら断崖面の反対面、即ち海側面に盛土４１をして、上か
ら遮水シート２２をかぶせ、次に廃棄物３２を投棄して
行き、同様にして盛土４２をして、上から遮水シート２
３をかぶせ、以下同様にして行く方法である。しかしこ
の方法では廃棄物の投棄量に応じて土堰堤を積み上げて
いく事はできるが、盛土の安息角を保ったため盛土を繰
り返すたびに貯蔵容量が少くなるのが欠点である。Figure 2 shows an explanatory diagram of an earth dam construction storage facility, in which a water-blocking sheet 21 is constructed from the cliff face 1 to the bottom.
The waste 31 is dumped from the bottom, and when it reaches a certain height, an embankment 41 is placed on the opposite side of the cliff face, that is, the sea side, and a water-blocking sheet 22 is covered from above, and then the waste 32 is dumped. Then, in the same way, fill the embankment 42, and then put the water-blocking sheet 2 on top.
3, and then proceed in the same manner. However, although this method allows earth dams to be piled up according to the amount of waste to be dumped, the disadvantage is that the storage capacity decreases each time the embankment is repeated because the angle of repose of the embankment is maintained.
一方、コンクリートよう壁人工貯蔵施設は第３図に示す
ように、断崖面の反対面、即ち海側面に垂直のコンクリ
ート壁５を設けたものである。しかしこの方法では広大
な人工貯蔵施設の海側面に強度が強く、高さが高く、そ
の上長尺のコンクリート壁５をコンクリート壁の耐久上
の理由から、−気に最終高さまで施工する必要があるた
め、難工事でかつ工事期間がかかり過ぎ、分割施工がで
きないという難点がある。On the other hand, as shown in FIG. 3, the concrete wall artificial storage facility has a vertical concrete wall 5 on the opposite side of the cliff face, that is, on the sea side. However, with this method, it is necessary to construct a strong, tall, and long concrete wall 5 on the sea side of the vast artificial storage facility to its final height for reasons of durability. Therefore, the construction is difficult and takes too much time, and it is not possible to construct it in parts.
［発明が解決しようとする問題点コ
本発明はかかる点に立ってなされたものであって、その
目的とするところは、工事が容易で分割施工ができ、し
かも有効貯蔵容量を顕著に高めた人工貯蔵施設を提供す
ることにある。[Problems to be Solved by the Invention] The present invention has been made based on these points, and its purpose is to provide a system that is easy to construct, can be constructed in sections, and that has a significantly increased effective storage capacity. The purpose is to provide artificial storage facilities.
［問題点を解決するための手段〕
本発明の要旨とするところは、遮水シートにより形成さ
れた人工貯蔵施設において少くとも一面側を４桁部材に
より構築して成ることを特徴とする人工貯蔵施設にある
。[Means for Solving the Problems] The gist of the present invention is to provide an artificial storage facility formed of a water-shielding sheet, characterized in that at least one side of the facility is constructed of four-digit members. Located in the facility.
本発明において＃桁工法とは積木玩具の如く、接続部を
有する４桁部材を継手金具を介して構築する工法である
。また、本発明において＃桁工法により構築して成る面
側は若干の斜面を形成させると共に、その内側には防水
シートを配し遮水する。In the present invention, the # girder construction method is a method of constructing a four-girder member having a connection part via a joint fitting, like a toy building block. In addition, in the present invention, the surface side constructed by the # girder construction method is formed with a slight slope, and a waterproof sheet is placed on the inside to block water.
［作 用コ
本発明の作用は、人工貯蔵施設の少くとも一面側を４桁
部材で構築させることにより、土堰堤工貯蔵施設に比較
して貯蔵容量を格段に向上させ、しかも貯蔵物量に応じ
て４桁部材を下段より段階的に構築させることにより工
事が容易でかつ迅速であり、その上コンクリートよう壁
人工貯蔵施設に比べてはるかに工事費を低減できること
にある。[Function] The function of the present invention is that by constructing at least one side of the artificial storage facility with four-digit members, the storage capacity is greatly improved compared to the earth dam construction storage facility, and moreover, the storage capacity is increased according to the amount of stored material. By constructing four-digit members in stages starting from the bottom, the construction is easy and quick, and the construction cost can be much lower than that of concrete-walled artificial storage facilities.
［実施例コ
次に本発明の人工貯蔵施設の一実施例を図面により説明
する。[Embodiment] Next, an embodiment of the artificial storage facility of the present invention will be described with reference to the drawings.
第１図は本発明の人工貯蔵施設の一実施例を示した説明
図であって、２は遮水シート、６は基礎コンクリート台
、２０は本発明を特徴ずける４桁部材と遮水シートで形
成した人工貯蔵施設の海側斜面である。FIG. 1 is an explanatory diagram showing an embodiment of an artificial storage facility of the present invention, in which 2 is a water-shielding sheet, 6 is a foundation concrete base, and 20 is a four-digit member and a water-shielding sheet that characterize the present invention. This is the seaward slope of an artificial storage facility formed in
第１図において、＃相部材２０は廃棄物３の投棄量につ
れて段階的に組立てて行けばよく、また遮水シートは底
面、４桁部材の内側面、断崖面及び投棄区分帯の上部等
に布設される。In Fig. 1, the #phase members 20 can be assembled in stages according to the amount of waste 3 to be dumped, and the water-blocking sheets can be placed on the bottom, the inner surface of the four-digit member, the cliff face, the top of the dumping zone, etc. Laid down.
次表は、本発明の人工貯蔵施設を従来の人工貯蔵施設と
投棄容量等を比較したものである。The following table compares the artificial storage facility of the present invention with conventional artificial storage facilities in terms of dumping capacity, etc.
表から明らかな如く、本発明の人工貯蔵施設は投棄容量
を顕著に増加させることができ、それでありながら投棄
可能になるまでの工事期間が短く、しかも工事費を安く
することができる。As is clear from the table, the artificial storage facility of the present invention can significantly increase the dumping capacity, and at the same time, the construction period until dumping becomes possible can be shortened, and the construction cost can be reduced.
［発明の効果コ
本発明の人工貯蔵施設は投棄容量を格段に向上でき、し
かも工事が容易なものであり、工業上有用である。[Effects of the Invention] The artificial storage facility of the present invention can significantly improve the dumping capacity, and is easy to construct, so it is industrially useful.
第１図は本発明の人工貯蔵施設の一実施例を示した一部
省略説明図、第２図は従来の土堰堤工人工貯蔵施設の説
明図、第３図は同じ〈従来のコンクリートよう壁人工貯
蔵施設の説明図である。
１：断 崖 面、
２ ：遮 水 シ −ト、
３：廃 棄 物、
４：盛 土、
５ ： コ ン り リ − ト 壁、
６：基礎コンクリート台、
２０ ： ＃ 桁 部 材。
第２図
第３図Fig. 1 is a partially omitted explanatory diagram showing an embodiment of the artificial storage facility of the present invention, Fig. 2 is an explanatory diagram of a conventional earth dam construction artificial storage facility, and Fig. 3 is the same (conventional concrete wall construction). It is an explanatory diagram of an artificial storage facility. 1: Cliff face, 2: Water shielding sheet, 3: Waste, 4: Embankment, 5: Concrete wall,
6: Foundation concrete base, 20: # girder member. Figure 2 Figure 3
Claims (1)
少くとも一面側を＃桁部材により構築して成ることを特
徴とする人工貯蔵施設。(1) Among artificial storage facilities formed by water-shielding sheets,
An artificial storage facility characterized in that at least one side is constructed of # girder members.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61136450A JPS62295809A (en) | 1986-06-12 | 1986-06-12 | Artificial storage equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61136450A JPS62295809A (en) | 1986-06-12 | 1986-06-12 | Artificial storage equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62295809A true JPS62295809A (en) | 1987-12-23 |
| JPH0436968B2 JPH0436968B2 (en) | 1992-06-17 |
Family
ID=15175393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61136450A Granted JPS62295809A (en) | 1986-06-12 | 1986-06-12 | Artificial storage equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62295809A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005224712A (en) * | 2004-02-13 | 2005-08-25 | Takiron Co Ltd | Renewal structure of final disposal site |
| CN105728424A (en) * | 2015-11-26 | 2016-07-06 | 张强 | Ring landfill dam construction device and method for solid waste solidification storage |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58168726A (en) * | 1982-03-31 | 1983-10-05 | Giken Kogyo Kk | Concrete block |
| JPS58149394U (en) * | 1982-03-30 | 1983-10-06 | 川鉄商事株式会社 | storage tank |
| JPS5919653U (en) * | 1982-07-24 | 1984-02-06 | 吉田コンクリ−ト工業株式会社 | Vegetation stacking block |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5919653B2 (en) * | 1979-07-31 | 1984-05-08 | 日本電信電話株式会社 | Signal system for mobile phones |
-
1986
- 1986-06-12 JP JP61136450A patent/JPS62295809A/en active Granted
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58149394U (en) * | 1982-03-30 | 1983-10-06 | 川鉄商事株式会社 | storage tank |
| JPS58168726A (en) * | 1982-03-31 | 1983-10-05 | Giken Kogyo Kk | Concrete block |
| JPS5919653U (en) * | 1982-07-24 | 1984-02-06 | 吉田コンクリ−ト工業株式会社 | Vegetation stacking block |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005224712A (en) * | 2004-02-13 | 2005-08-25 | Takiron Co Ltd | Renewal structure of final disposal site |
| CN105728424A (en) * | 2015-11-26 | 2016-07-06 | 张强 | Ring landfill dam construction device and method for solid waste solidification storage |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0436968B2 (en) | 1992-06-17 |
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