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JPH0783843B2 - Waste treatment structure - Google Patents
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JPH0783843B2 - Waste treatment structure - Google Patents

Waste treatment structure

Info

Publication number
JPH0783843B2
JPH0783843B2 JP2166433A JP16643390A JPH0783843B2 JP H0783843 B2 JPH0783843 B2 JP H0783843B2 JP 2166433 A JP2166433 A JP 2166433A JP 16643390 A JP16643390 A JP 16643390A JP H0783843 B2 JPH0783843 B2 JP H0783843B2
Authority
JP
Japan
Prior art keywords
outer shell
waste
waste treatment
garbage
ballast water
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 - Lifetime
Application number
JP2166433A
Other languages
Japanese (ja)
Other versions
JPH0461938A (en
Inventor
治生 山本
直幹 草野
寛治 乙藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP2166433A priority Critical patent/JPH0783843B2/en
Publication of JPH0461938A publication Critical patent/JPH0461938A/en
Publication of JPH0783843B2 publication Critical patent/JPH0783843B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Processing Of Solid Wastes (AREA)
  • Disintegrating Or Milling (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は分別ゴミといわれる廃棄物の中間処理施設と
して使用する外殻が箱形バージ構造の浮体構造物からな
る廃棄物処理用構造物に関する。
Description: TECHNICAL FIELD The present invention relates to a waste treatment structure having an outer shell made of a floating structure having a box-shaped barge structure, which is used as an intermediate treatment facility for wastes called separation waste. .

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

従来、分別ゴミといわれる廃棄は焼却処理をせず中間処
理で減容化した後最終処理場に投棄処分されている。し
かし都市等で発生する一般廃棄物は、近年急激に増大
し、ゴム処理問題は深刻化している。
Conventionally, the waste called separated trash is not disposed of by incineration but reduced by intermediate treatment and then disposed of at the final treatment plant. However, the amount of general waste generated in cities and the like has increased rapidly in recent years, and the problem of rubber processing has become more serious.

現在都市がかかえている土地問題や環境問題を前提とす
ると、廃棄物を焼却したり、破砕減容化する中間処理施
設を都市内陸部に新たに建設することは非常に困難とな
っている。このために現状は海岸近くに設けられた最終
処分場に廃棄物をそのまま埋立処分する方法がとられて
いるが、この方法は好ましい方法ではなく、抜本的な解
決策が求められていた。
Given the land and environmental problems that cities currently have, it is extremely difficult to incinerate waste and construct a new intermediate treatment facility for crushing and reducing the volume inland. For this reason, at present, a method of landfilling waste as it is at a final disposal site located near the coast is used, but this method is not a preferable method and a drastic solution has been required.

この発明は上記問題点に着目しなされたものである。そ
の目的は内陸の用地を必要とせず、近隣住民に影響を及
ぼさず、しかも、移動、転用が可能であり、しかも地震
に対しても被害を小さくできる分別ゴミ廃棄物の処理用
構造物を提案するにある。
The present invention has been made in view of the above problems. The purpose is to propose a structure for the treatment of separated waste waste that does not require inland land, does not affect neighboring residents, can be moved and converted, and can reduce damage even against earthquakes. There is.

〔課題を解決するための手段〕 この廃棄物処理用構造物は、外殻がコンクリート造の浮
体構造をなし、水底に着底させて稼動し、再浮上させて
移動するためのバラスト水調節手段および廃棄物破砕装
置を備え、外殻底面とその下側に設けた基礎底版との間
に滑動免震機構を構成してなることを特徴とする。
[Means for Solving the Problem] This waste treatment structure is a ballast water control means for moving the shell by forming a floating structure with a concrete outer shell, operating by landing on the bottom of the water, and re-floating. And a waste crushing device, and a sliding seismic isolation mechanism is configured between the bottom surface of the outer shell and the foundation bottom slab provided below the outer shell.

〔実 施 例〕〔Example〕

以下、図示する実施例により説明する。図面は内海の浅
海域1の海底2に定着し、据付けた廃棄物処理用構造物
3である。この構造物は外殻4が箱形バージ構造の浮体
構造をなしている。外殻4の底部および側部は多数の空
間に仕切られたバラスト水用タンク5で占められ、底部
下面には基礎底版6が取付けてある。
Hereinafter, description will be made with reference to the illustrated embodiment. The drawing shows the waste treatment structure 3 fixed and installed on the seabed 2 of the shallow sea area 1 of the inland sea. The outer shell 4 of this structure has a box-shaped barge structure. The bottom and sides of the outer shell 4 are occupied by a ballast water tank 5 partitioned into a number of spaces, and a base bottom slab 6 is attached to the bottom surface of the bottom.

外殻4内部はゴミコンテナーピット7、ゴミピット8、
ゴミ破砕部9に区切られている。ゴミコンテナーピット
7上部のターミナル上にはガントリークレーン10が設け
てある。
Inside the outer shell 4 is a garbage container pit 7, a garbage pit 8,
It is divided into a crushing section 9. A gantry crane 10 is provided on the terminal above the garbage container pit 7.

ゴミピット8内上部にクレーン11があり、ゴミ破砕部9
に連通するホッパー12が開口している。ゴミ破砕部9に
はゴミ破砕機13,ゴミ選別機14,ゴミ減容化装置15からな
るゴミ破砕装置が配設してある。
There is a crane 11 in the upper part of the garbage pit 8 and a garbage crushing section 9
The hopper 12 that communicates with is opened. The dust crushing unit 9 is provided with a dust crushing device including a dust crushing machine 13, a dust sorting machine 14, and a dust volume reducing device 15.

この構造物の外殻4はプレキャストコンクリートあるい
は鉄筋コンクリートなどのコンクリート造であり、内部
は4階の高さがあり、屋根16は鉄筋構造となしてある。
また、図示しないが水ポンプを備え、バラスト水を調節
して沈設および再浮上自由となしてあり、バラスト水の
微調整により外殻4のバランスおよび接地圧を調整し軟
着底することができる。
The outer shell 4 of this structure is made of concrete such as precast concrete or reinforced concrete, the inside has a height of four floors, and the roof 16 has a reinforced structure.
Further, although not shown, a water pump is provided so that the ballast water can be adjusted to be submerged and re-floated freely. By finely adjusting the ballast water, the balance of the outer shell 4 and the ground pressure can be adjusted to allow soft landing. .

基礎底版6は外殻4と一体となり、曳航、沈設される
が、軟弱地盤等の海底地盤に接地後は、外殻4の底面と
の間で滑動免震機構をもった構造として働く。
The base bottom slab 6 is towed and sunk together with the outer shell 4, but it works as a structure having a sliding seismic isolation mechanism with the bottom surface of the outer shell 4 after it touches the seabed ground such as soft ground.

〔作 用〕[Work]

この廃棄物処理用構造物は以上の構成からなる。この構
造物の外殻は浮体構造をなし、バラスト水の水量を調節
する手段を有するので、建造後、所望の海域に曳航し、
バラスト水を注入して着底、据付け、ゴミ破砕機能をも
った廃棄物の中間処理用施設として稼動させることがで
きる。また、バラスト水を排出し、再浮上し、据付け位
置を移動したり、移動先で解体、撤去したりできる。曳
航時、沈設時あるいは稼動時の潮位変動時等必要に応じ
バラスト水を調節して重心位置を自由に制御することも
できる。
This waste treatment structure has the above structure. The outer shell of this structure has a floating structure and has means for adjusting the amount of ballast water, so after construction, towing to the desired sea area,
Ballast water can be injected to operate as a facility for bottom treatment, installation, and intermediate treatment of waste with a crushing function. In addition, the ballast water can be discharged, re-floated, moved to the installation position, or disassembled and removed at the destination. The position of the center of gravity can be freely controlled by adjusting the ballast water as necessary, such as during towing, subsidence, or tide level fluctuation during operation.

この構造物で廃棄物を処理するには、図面のように、小
型船またはゴミコンテナー船17で海上輸送されたゴミま
たはゴミコンテナー18をガントリークレーン10でターミ
ナル上に荷揚げし、ゴミピット8あるいはゴミコンテナ
ーピット7に運び込まれる。運び込まれた分別ゴミはホ
ンパー12からゴミ破砕部9に送り込み、破砕,選別,減
容化した後、最終処分場に運ばれ処分される。
To dispose of waste with this structure, as shown in the drawing, the trash or trash container 18 transported by sea from a small ship or trash container ship 18 is unloaded onto the terminal with the gantry crane 10 and then the trash pit 8 or the trash container. Brought to pit 7. The separated trash carried in is sent from the homper 12 to the crushing section 9, where it is crushed, sorted and reduced in volume, and then transported to the final disposal site for disposal.

通常、ゴミまたはゴミコンテナーはトラックで陸上輸送
して最終処分場まで運び、桟橋等を渡って付近の海域に
据付けた処理用構造物に運び込み、ここで、破砕し減容
化したゴミはそのコースを逆にたどり、最終処分場に運
び処分する。
Normally, trash or trash containers are transported by land to the final disposal site by truck, and then over piers, etc., to a processing structure installed in the nearby sea area, where crushed and volume-reduced trash is collected on the course. In reverse, carry it to the final disposal site for disposal.

〔発明の効果〕〔The invention's effect〕

この廃棄物処理用構造物は次の効果を奏する。 This waste treatment structure has the following effects.

用地、環境問題に拘束されずに、中間処理施設を容
易につくることができる。
An intermediate treatment facility can be easily constructed without being bound by land and environmental problems.

曳航、沈設、稼動をくり返し、任意の海域で稼動
し、不要となったら、現地、あるいは移動し現地以外で
解体撤去ができる。
It can be repeatedly towed, sunk, and operated to operate in any sea area. When it is no longer needed, it can be dismantled and removed at the site or at a location other than the site.

ドック内で建造できるので、工期が短縮できる。 Since it can be built in the dock, the construction period can be shortened.

軟着底し据え付けできるので、浮体構造に比べ揺れ
がなく暴風時でも稼動ができ、接地圧が小さいので大地
震時には構造物は滑動し、大きな慣性力が入ることが避
けられる。
Since it can be installed on a soft bottom, it does not sway compared to a floating structure and can be operated even in windstorms, and since the ground contact pressure is small, the structure will slide during a large earthquake and large inertial force can be avoided.

更に外殻底面の下に基礎底版を設け、二重構造の滑
動免震機構となしてあるので、大地震発生時、慣性力を
一定値以下に押えることができ大きな被害を防止でき
る。
Furthermore, the foundation slab is provided under the bottom of the outer shell to form a double-structure sliding seismic isolation mechanism, so that in the event of a large earthquake, the inertial force can be suppressed below a certain value and large damage can be prevented.

最終処分場近くの海域に設置できるので、海上輸送
を主体とし、陸上運搬を減じて道路交通の混雑緩和に貢
献できる。同時に中間処理後の残渣の最終処分場への運
搬が非常に容易になる。
Since it can be installed in the sea area near the final disposal site, it mainly contributes to sea transportation, reduces land transportation, and contributes to alleviation of road traffic congestion. At the same time, transportation of the residue after intermediate treatment to the final disposal site becomes very easy.

構造物のバランスおよび接地圧をバラスト水で調整
し軟着底できるので、着底地盤の大がかりな基礎工事の
必要性がない。
Since the balance and ground pressure of the structure can be adjusted with ballast water for soft bottoming, there is no need for large-scale foundation work for the bottoming ground.

外殻がプレキャストコンクリートあるいは鉄筋コン
クリートなどのコンクリート造であるので、海中にあっ
ても発錆せず、長期間の耐用ができる。
Since the outer shell is made of concrete such as precast concrete or reinforced concrete, it does not rust even in the sea and can be used for a long time.

また構造物に、ゴミ処理機能のほかに付帯施設として、
養魚場,水族館,テニスコート,海水プール,駐車場な
どの公共施設を設けることも可能であり、ウォーターフ
ロントのレジャー用の施設として高度の活用を図ること
ができる。
In addition to the garbage disposal function for the structure, as an incidental facility,
Public facilities such as fish farms, aquariums, tennis courts, saltwater pools, parking lots, etc. can also be provided, which can be highly utilized as leisure facilities on the waterfront.

【図面の簡単な説明】[Brief description of drawings]

図面は実施例の廃棄物処理用構造物の縦断面図である。 1……海域、2……海底、3……廃棄物処理用構造物、
4……外殻、5……バラスト水用タンク、6……基礎底
版、7……ゴミコンテナーピット、8……ゴミピット、
9……ゴミ破砕部、10……ガントリークレーン、11……
クレーン、12……ホッパー、13……ゴミ破砕機、14……
ゴミ選別機、15……ゴミ減容化装置、16……屋根、17…
…ゴミコンテナー船、18……ゴミコンテナー。
The drawing is a vertical cross-sectional view of the waste treatment structure of the embodiment. 1 ... water area, 2 ... sea floor, 3 ... waste treatment structure,
4 ... Outer shell, 5 ... Ballast water tank, 6 ... Foundation bottom plate, 7 ... Garbage container pit, 8 ... Garbage pit,
9: Garbage crushing unit, 10 ... Gantry crane, 11 ...
Crane, 12 …… Hopper, 13 …… Garbage crusher, 14 ……
Garbage sorter, 15 ... Garbage volume reduction device, 16 ... Roof, 17 ...
… Trash container ship, 18 …… Trash container.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】外殻がコンクリート造の浮体構造をなし、
水底に軟着底させて稼動し、再浮上させて移動するため
のバラスト水調節手段および廃棄物破砕装置を備え、外
殻底面とその下側に設けた基礎底版との間に滑動免震機
構を構成してなることを特徴とする廃棄物処理用構造
物。
1. An outer shell forms a floating structure made of concrete,
It is equipped with ballast water control means and a waste crushing device for operating by softly landing on the water bottom, re-floating and moving, and a sliding seismic isolation mechanism between the bottom of the outer shell and the foundation slab provided below it. A structure for waste treatment, characterized in that
JP2166433A 1990-06-25 1990-06-25 Waste treatment structure Expired - Lifetime JPH0783843B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2166433A JPH0783843B2 (en) 1990-06-25 1990-06-25 Waste treatment structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2166433A JPH0783843B2 (en) 1990-06-25 1990-06-25 Waste treatment structure

Publications (2)

Publication Number Publication Date
JPH0461938A JPH0461938A (en) 1992-02-27
JPH0783843B2 true JPH0783843B2 (en) 1995-09-13

Family

ID=15831325

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2166433A Expired - Lifetime JPH0783843B2 (en) 1990-06-25 1990-06-25 Waste treatment structure

Country Status (1)

Country Link
JP (1) JPH0783843B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0832268A (en) * 1994-07-12 1996-02-02 Nec Kansai Ltd Satellite channel interface
CN106552816A (en) * 2016-11-29 2017-04-05 湖南省环境保护科学研究院 The refuse disposal for being sorted after a kind of high-temperature heat treatment again and application process

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59233025A (en) * 1983-06-13 1984-12-27 Ishikawajima Harima Heavy Ind Co Ltd Construction of wastes-incinerating plant
JPS6088694A (en) * 1983-10-20 1985-05-18 Nippon Steel Corp Method for storing materials on the shallow seabed that are unsuitable for storage on land

Also Published As

Publication number Publication date
JPH0461938A (en) 1992-02-27

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