JPH0342085A - Waste disposing facility - Google Patents
Waste disposing facilityInfo
- Publication number
- JPH0342085A JPH0342085A JP1176480A JP17648089A JPH0342085A JP H0342085 A JPH0342085 A JP H0342085A JP 1176480 A JP1176480 A JP 1176480A JP 17648089 A JP17648089 A JP 17648089A JP H0342085 A JPH0342085 A JP H0342085A
- Authority
- JP
- Japan
- Prior art keywords
- waste
- bottom plate
- space
- floating bottom
- underground
- 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
Landscapes
- Processing Of Solid Wastes (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は一般家庭等から排出される廃棄物を投棄処分
するための処分施設に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a disposal facility for dumping waste discharged from general households and the like.
近年各家庭から排出される一般廃棄物は増加の一途をた
どり、各地方自治体に大きな負担となっている。従来市
町村等の自治体で行なっている一般廃棄物の処理は、収
集された廃棄物をそのまま、もしくは焼却、破砕等を行
ない、その残査屑を埋立処分としている。しかし廃棄物
の量は日日増加し、処分場の確保に窮しているのが現状
である。また、せっかく立地できた処分場も、浅底の広
口型で計画され、土地の有効利用の点からみると必ずし
も適切なものといえなかった。10年の貯蔵計画で新設
された処分施設が、東京周辺都市においては、人口の増
加が計画を上廻り、7〜8年で閉鎖される事態を招いた
りしている。In recent years, the amount of general waste generated by households has been increasing steadily, placing a heavy burden on local governments. Conventionally, municipal waste is disposed of by local governments, such as by directly collecting the waste, or by incinerating, crushing, etc., and disposing of the remaining waste in landfills. However, the amount of waste is increasing day by day, and it is currently difficult to secure disposal sites. Furthermore, the disposal site that was located was planned to have a shallow bottom and a wide mouth, which was not necessarily appropriate from the standpoint of effective land use. In cities around Tokyo, new disposal facilities built under a 10-year storage plan are closing down within seven to eight years due to population growth exceeding the plan.
この発明は上記事情に鑑みなされたものである。その目
的は、用地面積に比べ廃棄物の処分量が多く、汚水、臭
気、あるいは景観等の面で環境の悪化を招く恐れがなく
、維持管理に手間がかからず、かつ、廃棄物を埋立した
処分後の施設も有効に活用できる廃棄物処分施設を提案
するにある。This invention was made in view of the above circumstances. The purpose is to dispose of a large amount of waste compared to the land area, to eliminate the risk of deteriorating the environment in terms of sewage, odor, or landscape, to save time and effort in maintenance, and to dispose of waste in landfills. The objective is to propose a waste disposal facility that can effectively utilize the facilities after disposal.
この廃棄物処分施設は周囲を不透水層に達する地中連続
壁で囲み、内部に水を湛えた地中筒形空間内に、廃棄物
を投棄する浮底版を配し、浮底版上に投棄した廃棄物量
の増加に応じ、空間内の水を排出し浮底版を降下せしめ
る手段を設けてなることを特徴とする。This waste disposal facility is surrounded by a continuous underground wall that reaches an impermeable layer, and has a floating bottom platform for dumping waste inside an underground cylindrical space filled with water. The present invention is characterized by being provided with means for draining water in the space and lowering the floating bottom plate in response to an increase in the amount of waste.
この実施例の廃棄物処分施設は、第1.2図のごとく、
不透水層lに達する地中連続壁2で周囲が囲まれ、内部
に水3を湛えた円筒形の地中空間4内に廃棄物投棄用の
浮底版5を浮せ、その上面を覆って球殻形の屋根6を設
は構成されている。The waste disposal facility of this example is as shown in Figure 1.2.
A floating platform 5 for dumping waste is floated in a cylindrical underground space 4 surrounded by an underground continuous wall 2 that reaches an impermeable layer 2 and filled with water 3, and its upper surface is covered. It is constructed with a spherical shell-shaped roof 6.
浮底版5は円盤形をなし、空間4の表面をほぼ一杯に覆
う寸法をなし、その周縁をとりまき側板7が立上り、廃
棄物8の投棄空間9が形成されている。また、浮底版5
の周縁には所定の間隔を保ち、上方に伸びた吊りロフト
lOが取付けてあり、その先端部は地中連続壁2の上端
の支持架台ll上に設けた上下方向に伸縮する並列する
2本1対のジヤツキ12.12に係止しである。吊りロ
ッド10には一定間隔のピン穴13があり、吊りロッド
10はビン穴13にピンを差し通しジヤツキ12.12
に固定しである。The floating bottom plate 5 is disk-shaped and has a size that almost completely covers the surface of the space 4, and a side plate 7 stands up around its periphery to form a dumping space 9 for waste 8. Also, floating bottom version 5
A hanging loft 10 extending upward is installed at a predetermined distance from the periphery of the wall 2, and its tip is attached to two parallel lofts extending and contracting in the vertical direction provided on the support frame 11 at the upper end of the underground continuous wall 2. It is locked to a pair of jacks 12 and 12. The hanging rod 10 has pin holes 13 at regular intervals, and the hanging rod 10 has pins inserted into the bottle holes 13 and jacks 12.12.
It is fixed to .
このほかこの施設は、図示しないが空間4内の水3レベ
ルを調整する揚水設備を備えている。In addition, although not shown, this facility is equipped with pumping equipment for adjusting the three levels of water in the space 4.
また廃棄物から出るガスのガス抜・脱臭装置、廃棄物か
ら出る浸出水の排水・水処理装置、廃棄物投入・敷物装
置、散水装置等の諸設備が付帯している。It is also equipped with various equipment such as degassing and deodorizing equipment for gas emitted from waste, drainage and water treatment equipment for leachate emitted from waste, waste feeding and bedding equipment, and water sprinkling equipment.
この施設を構築するには、第3.4,5.6゜7図に順
に示すように、不透水層1に達する鉄筋コンクリート造
の円筒形の地中連続壁2を設ける(第3図)、その連続
壁2内部に水3を張り外部の地下水圧に拮抗させつつ、
内部を水中掘削する(第4図)、不透水層1近くの深さ
まで掘削し、円筒形大容量(この実施例では70mφ、
深さ100m、容量30万m”)(D空間4を形成する
(第5図)、この水3を湛えた空間4に円盤形の浮底版
5を浮せ、底版5のバランスを保つ吊りロフトlOを取
付け、空間4の上端周縁に係止する(第6図)、鉄骨あ
るいは鉄筋コンクリートの屋根6を取付けるとともに、
前記した付帯する諸設備を設ける。To construct this facility, as shown in Figures 3.4, 5.6゜7, a cylindrical underground continuous wall 2 made of reinforced concrete reaching the impermeable layer 1 is installed (Figure 3), While filling water 3 inside the continuous wall 2 and counteracting the groundwater pressure outside,
The interior is excavated underwater (Fig. 4) to a depth close to the impermeable layer 1, and a cylindrical large capacity (70 mφ in this example,
100m in depth, 300,000m in capacity) (forming D space 4 (Figure 5), a suspension loft in which a disk-shaped floating bottom plate 5 is floated in this space 4 filled with water 3 to maintain the balance of the bottom plate 5. Attach lO and lock it to the upper edge of the space 4 (Fig. 6), attach a steel frame or reinforced concrete roof 6, and
The incidental equipment mentioned above will be provided.
この廃棄物処分施設は以上の構成からなり、従来の埋立
処分場に投棄処分されると同様の廃棄物、すなわち、各
家庭等から出て、収集、運搬され、可燃物は焼却、不燃
物は破砕、圧縮等の減容化された廃棄物が処分の対象と
なる。This waste disposal facility consists of the above-mentioned structure, and it collects and transports the same waste that would be disposed of in a conventional landfill, that is, it comes from households, etc., and combustibles are incinerated and non-combustibles are disposed of. Waste that has been reduced in volume through crushing, compression, etc. is subject to disposal.
廃棄物8は、当初空間4の上面に近いレベルに浮いてい
る浮底版5上の投棄空間9に投棄するが、投棄した廃棄
物8の量が増加するに従い、順次、空間4内の水3を揚
水設備により排出し、浮底版5を下げていく、この際、
側板7の上端に鋼板を溶接して継足し、側板7を高くし
、新しい投棄空間9を設ける。空間4内の排水と同時に
、吊りロッドlOの先端部が係止しであるジヤツキ12
.12を縮め、順次浮底版5を下げていく、同時に排水
・水処理装置の排水管や、ガス抜・ガス処理装置の排気
管等も継足し長くする。ジヤツキ12.12の盛替えは
、吊りロッド10のビン穴13にピンを差込み支持架台
11に仮固定しておき、ジヤツキ12を伸ばすとともに
吊りロッド10を継足し、その先端部をジヤツキ12に
係止することにより行なわれる。Initially, the waste 8 is dumped into the dumping space 9 on the floating bottom plate 5 floating at a level close to the top surface of the space 4, but as the amount of the dumped waste 8 increases, the water 3 in the space 4 gradually increases. is discharged by pumping equipment and the floating bottom plate 5 is lowered, at this time,
A steel plate is welded and added to the upper end of the side plate 7 to make the side plate 7 higher and provide a new dumping space 9. At the same time as draining the space 4, the jack 12 with the tip of the hanging rod lO is locked.
.. 12 and gradually lower the floating bottom plate 5. At the same time, the drain pipes of the drainage/water treatment equipment, the exhaust pipes of the degassing/gas treatment equipment, etc. are added and lengthened. To replace the jack 12.12, insert a pin into the bottle hole 13 of the hanging rod 10, temporarily fix it to the support frame 11, extend the jack 12, add the hanging rod 10, and attach the tip to the jack 12. This is done by stopping.
このようにして廃棄物8の投棄、および浮底版5の降下
を繰り返し、浮底版5は空間4の底に達し、廃棄物8が
空間4の高さ一杯に埋立て充填される。廃棄物処分機能
が終了した施設は、例えば第8図のごとく空間4の上面
開口部を覆い、ガス不透過性のガスタイトシート14を
敷設し、その上にコンクリートを打設して床スラブ15
を設ける。第8図で16はガス処理設備である。この床
スラブ15を設けた廃棄物処分後の施設置7は、例えば
第9図のように全天候型の多目的アーバン施設として用
いることができる。なお、前記実施例の施設は円筒形で
あるが、角筒形であってもよい。In this way, the dumping of the waste 8 and the lowering of the floating bottom plate 5 are repeated until the floating bottom plate 5 reaches the bottom of the space 4, and the waste 8 is filled in the space 4 to its full height. In a facility where the waste disposal function has been completed, for example, as shown in Fig. 8, the upper opening of the space 4 is covered, a gas-impermeable gastight sheet 14 is laid down, and concrete is poured on top of it to form a floor slab 15.
will be established. In FIG. 8, 16 is gas processing equipment. The waste disposal facility 7 provided with this floor slab 15 can be used as an all-weather multipurpose urban facility, for example, as shown in FIG. Although the facility in the above embodiment has a cylindrical shape, it may also have a rectangular cylindrical shape.
この廃棄物処分施設は以上の構成からなる。 This waste disposal facility consists of the above components.
この施設は■不透水層の深さに達する大深度の地中空間
を利用するため、地表の占有面積が少ない割りに大容量
の埋立処分空間を確保できる。This facility uses a deep underground space that reaches the depth of the impermeable layer, so it can secure a large amount of landfill space even though it occupies a small surface area.
■周囲は地中連続壁で囲まれ底面が不透水層で外部と遮
断された地中空間内の浮底版上に廃棄物を投棄するので
、地下水に浸出液が混入せず環境汚染をもたらす恐れが
ない、■地中の筒形空間内に廃棄物を投棄するので従来
の処分場に比べ、臭気が拡散せず、景観を損なわず、周
辺の環境に影響を及ぼさない、実施例のように、上面を
覆い屋根を設けると臭気が閉込められ一層好適であり、
しかも、廃棄物に雨水が浸入せず、浸出液量が増大しな
いので浸出液の処理等の保守管理に手間がかからず、経
費が安価となる。■廃棄物の投棄空間は常に浅い位置に
あるので、投棄、お よび敷物して容易に密に埋立充填
ができる。■地中連続壁で囲まれた地中空間には水が湛
えであるので周囲の地下水圧と内部の水圧が拮抗してい
るので、比較的壁厚の薄い安価な連続地中壁で大深度の
土庄に耐えることができる。■廃棄物を容量−杯埋立て
た後の施設は、コンクリートスラブ等の床を設けること
により、廃棄物を外部と遮断して地中に閉じ込めること
ができ、かつその上面を有効に利用することができる。■Waste is dumped on a floating platform in an underground space surrounded by continuous underground walls and sealed off from the outside by an impermeable layer at the bottom, so leachate does not mix with groundwater and there is a risk of environmental pollution. No, ■Waste is dumped in a cylindrical space underground, so compared to conventional disposal sites, odors do not spread, the scenery is not spoiled, and the surrounding environment is not affected.As in the example, It is more suitable to cover the upper surface with a roof because it traps odors.
Moreover, since rainwater does not enter the waste and the amount of leachate does not increase, maintenance management such as leachate treatment does not require much effort and costs are reduced. ■Since the waste dumping space is always at a shallow location, it is easy to dump and cover the waste to fill it in a dense landfill. ■Since the underground space surrounded by the continuous underground wall is full of water, the surrounding groundwater pressure and the internal water pressure are equal to each other. Can withstand the Tonosho of. ■Capacity for waste - By installing a floor such as a concrete slab in the facility after the waste has been landfilled, it is possible to isolate the waste from the outside and confine it underground, and to make effective use of the top surface. I can do it.
この発明は以上の通りであり、占有面積に比べ廃棄物の
投棄埋立の能力が大であり、大都市に建設しても周囲の
環境を損なう恐れがない。This invention is as described above, and has a large waste disposal capacity compared to the area it occupies, and there is no risk of damaging the surrounding environment even if it is constructed in a large city.
廃棄物を処分した後の施設は有効利用ができ、処分コス
トの低減を図ることができる。Facilities after waste disposal can be used effectively, and disposal costs can be reduced.
図面はこの発明の実施例を示すものであって、第1.2
図は廃棄物処分施設の縦断面図および部分拡大図、第3
. 4. 5. 6. 7図は施設を構築する工程を順
に示す縦断面図、第8図は廃棄物処分後施設の縦断面図
、第9図はアーバン施設としての利用状態を示す廃棄物
処分後施設の一部断面で示す斜視図である。
1・・・・・・不透水層、2・・・・・・地中連続壁、
3・・・・・・水、4・・・・・・空間、5・・・・・
・浮底版、6・・・・・・屋根、7・・・・・・側板、
8・・・・・・廃棄物、9・・・・・・投棄空間、lO
・・・・・・吊り口
・・・・・・ジヤツキ、
タイトシート、
入処理設備、l
フド、11・・・・・・支持架台、1213・・・・・
・ピン穴、14・・・・・・ガス15・・・・・・床ス
ラブ、16・・・・・・ガフ・・・・・・廃棄物処分後
施設。
第
図The drawings show embodiments of the invention, and include Section 1.2.
The figure is a longitudinal cross-sectional view and partially enlarged view of the waste disposal facility.
.. 4. 5. 6. Figure 7 is a vertical cross-sectional view showing the steps of building the facility, Figure 8 is a vertical cross-sectional view of the post-waste disposal facility, and Figure 9 is a partial cross-section of the post-waste disposal facility showing its usage as an urban facility. FIG. 1... impermeable layer, 2... underground continuous wall,
3...Water, 4...Space, 5...
・Floating bottom plate, 6... Roof, 7... Side plate,
8...Waste, 9...Dumping space, lO
...Hanging port...Jacket, Tight sheet, Input processing equipment, L Hood, 11...Support frame, 1213...
- Pin hole, 14...Gas 15...Floor slab, 16...Gaff...Facility after waste disposal. Diagram
Claims (1)
に水を湛えた地中筒形空間内に、廃棄物を投棄する浮底
版を配し、浮底版上に投棄した廃棄物量の増加に応じ、
空間内の水を排出し浮底版を降下せしめる手段を設けて
なることを特徴とする廃棄物処分施設。(1) A floating platform for dumping waste is placed in an underground cylindrical space filled with water, surrounded by a continuous underground wall that reaches an impermeable layer, and the amount of waste dumped on the floating platform. According to the increase in
A waste disposal facility characterized by being provided with means for discharging water in a space and lowering a floating bottom platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1176480A JPH0342085A (en) | 1989-07-07 | 1989-07-07 | Waste disposing facility |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1176480A JPH0342085A (en) | 1989-07-07 | 1989-07-07 | Waste disposing facility |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0342085A true JPH0342085A (en) | 1991-02-22 |
| JPH0512036B2 JPH0512036B2 (en) | 1993-02-17 |
Family
ID=16014406
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1176480A Granted JPH0342085A (en) | 1989-07-07 | 1989-07-07 | Waste disposing facility |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0342085A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002130161A (en) * | 2000-03-31 | 2002-05-09 | Tokico Ltd | Scroll type fluid machine |
| JP2020157220A (en) * | 2019-03-26 | 2020-10-01 | 鹿島建設株式会社 | How to lay a tarpaulin |
-
1989
- 1989-07-07 JP JP1176480A patent/JPH0342085A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002130161A (en) * | 2000-03-31 | 2002-05-09 | Tokico Ltd | Scroll type fluid machine |
| JP2020157220A (en) * | 2019-03-26 | 2020-10-01 | 鹿島建設株式会社 | How to lay a tarpaulin |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0512036B2 (en) | 1993-02-17 |
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|---|---|---|---|
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