JPS59233025A - Construction of wastes-incinerating plant - Google Patents

Construction of wastes-incinerating plant

Info

Publication number
JPS59233025A
JPS59233025A JP10540883A JP10540883A JPS59233025A JP S59233025 A JPS59233025 A JP S59233025A JP 10540883 A JP10540883 A JP 10540883A JP 10540883 A JP10540883 A JP 10540883A JP S59233025 A JPS59233025 A JP S59233025A
Authority
JP
Japan
Prior art keywords
floating structure
plant
site
construction
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
Application number
JP10540883A
Other languages
Japanese (ja)
Inventor
Kosuke Shichi
志知 光佑
Akira Ooshima
大嶋 晃
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.)
IHI Corp
Original Assignee
IHI 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 IHI Corp filed Critical IHI Corp
Priority to JP10540883A priority Critical patent/JPS59233025A/en
Publication of JPS59233025A publication Critical patent/JPS59233025A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/06Constructions, or methods of constructing, in water

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)

Abstract

PURPOSE:To eliminate trouble with acquirement of site for the incinerator plant for wastes as well as to facilitate the constrction of the plant by a method in which a floating structure having an incineration system inside is towed to a site on water and settled on the foundation mound provided on the seabed. CONSTITUTION:An incineration system 7 consisting of an incinerator furnace, a waste heat boiler, etc., is installed in a floating structure 5. The structure 5 is floated on water, settling apparatus, e.g., jack 8, etc., is attached to the bottom of the structure 5, and the structure 5 is towed to a construction site for wastes- incinerating plant. The floating structure 5 is then settled on the foundation mound 10 of the seabed, and cement mortar 12 is poured into the space between the structure 5 and the seabed.

Description

【発明の詳細な説明】 本発明は、海岸に近い海上にゴミ焼却プランI・を建造
する方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a garbage incineration plan I on the sea close to the coast.

ゴミ焼却プラントは、従来山間地や海岸近くに建設され
ることが多かった。山間地に建設する場合には、第1図
に示すように、地面(α)を掘削して基礎(b)を施工
し、基礎(b)上にゴミ焼却プランド(c)を建造し、
焼却によって生ずるもえがらは別の用地に投棄していた
。また海岸近くに建設する場合には、第2図に示すよう
に、海岸に埋立(d)を行ない、その後埋立(d)の一
部を掘削して海□底地盤(1)の上に基礎(f)を施工
し、基礎(カの上にゴミ焼却プラント(c)を建造し、
もえがらは別の用地に投棄していた。
Traditionally, garbage incineration plants have often been built in mountainous areas or near the coast. When constructing in a mountainous area, as shown in Figure 1, the ground (α) is excavated and a foundation (b) is constructed, and a garbage incineration plant (c) is constructed on the foundation (b).
The rice husks produced by the incineration were dumped at another site. In addition, when building near the coast, as shown in Figure 2, fill in land (d) on the coast, then excavate a portion of the reclaimed land (d) and place the foundation on the sea bottom ground (1). Construct (f), build a garbage incineration plant (c) on the foundation (f),
The rice husks were dumped at another site.

このよう々従来のゴミ焼却プラントは、山間に建造する
場合にはプラント用地及びもえがら投棄用地が入手難で
あシ、海岸近くに建造する場合には埋立に長時間を要し
てプラント完成までの全工程が長く女シ、現地の工事量
が多く、またもえがら投棄用地を別に求める必要があっ
た。
In this way, when conventional garbage incineration plants are built in the mountains, it is difficult to obtain plant land and land for dumping rice husks, and when built near the coast, it takes a long time to fill up the waste and it takes a long time to complete the plant. The whole process was long and involved a lot of on-site construction, and it was also necessary to find a separate land for dumping the chimneys.

本発明は、海岸近くに埋立用地が確保できる場合に現地
における建設作業を少なくして工期を短くシ、もえがら
投棄用地を別に求める必要をなくすことを目的とし、建
造場所とは異なる場所で浮上構造物を形成してその中に
焼却システム機器を据付けると共に浮上構造物を水上に
浮上させ、水底に基礎マウンドを造成した後、その上に
浮上構造物を曳航して沈設するゴミ焼却プラントの建造
方法に係るものである。
The purpose of the present invention is to reduce the on-site construction work and shorten the construction period when a landfill site can be secured near the coast, and to eliminate the need to separately seek land for dumping chile husks. A waste incineration plant that forms a structure, installs incineration system equipment therein, floats a floating structure above water, creates a foundation mound on the bottom of the water, and then tows the floating structure onto it and sinks it. This concerns the construction method.

次に本発明の−・実施例を説明すると、第6図に示すよ
うに造船ドック(1,)又は陸」−のドック又はスリッ
プウェイ等で鋼殻ケーソン(2)を組み立てる。このと
き鋼殻ケーソン(2)は、鉄骨等で補強する。造船ドッ
ク(1)等の内部に鋼殻ケーソン(2)があるうちに、
必要に応じて第4図に示すように鋼殻ケーソン(2)の
内部に底板又はゴミビット部等の一部のコンク’J −
) (3)を打設し、煙突(4)等を組み立てる。この
ようにして鋼殻ケーソン(2)、煙突(4)、必要な場
合の一部のコンクリ−1−(3)によって浮上構造物(
5)が形成される。
Next, an embodiment of the present invention will be described. As shown in FIG. 6, a steel shell caisson (2) is assembled at a shipbuilding dock (1,) or a slipway on land. At this time, the steel shell caisson (2) is reinforced with a steel frame or the like. While there is a steel shell caisson (2) inside the shipbuilding dock (1),
If necessary, as shown in Fig. 4, a part of the bottom plate or a part of the garbage bit part etc. may be installed inside the steel shell caisson (2).
) (3) and assemble the chimney (4) etc. In this way, the floating structure (
5) is formed.

この浮上構造物(5)を進水させた後、第5図に示すよ
うに岸壁(6)に係留し、浮上構造物(5)を浮」ニさ
せたま1、必要ならは−・部のコンクリートを打設し、
焼却炉、廃熱ボイラー等の焼却シヌテム機器(7)を浮
上構造物(5)の内部に据付ける。
After launching this floating structure (5), as shown in Figure 5, it is moored to the quay (6) and the floating structure (5) is kept floating. pour concrete,
Incineration synutem equipment (7) such as an incinerator or waste heat boiler is installed inside the floating structure (5).

なお鋼殻ケーソン(2)内にはコンクリートの打設を必
要としない場合もあり、又陸上で浮上構造el(5)内
Kg却フシステム機器7)の一部を据付けた後、浮上構
造物(5)を海上に浮上させてもよい。
In some cases, it may not be necessary to place concrete inside the steel shell caisson (2), and after installing part of the Kg cooling system equipment 7) in the floating structure EL (5) on land, the floating structure (5) may be floated on the sea.

浮上させた浮上構造物(5)の底面には、第6図に示す
ようにジャツギ(8)等の沈設用機器を取り付けた後、
曳航器(9)でゴミ焼却プラントの建造場所1で曳航す
る。
After attaching sinking equipment such as a jatsugi (8) to the bottom of the floated structure (5) as shown in Figure 6,
Tow it to the garbage incineration plant construction site 1 using the towing device (9).

一方、ゴミ焼却プラントの建造場所となる海岸近くの海
底には、第7図に示すように杭基礎、セル基礎、砂利基
礎等の基礎マウンド(10)を造成し、その」二にゴム
等で作られた仮支承(11)を取シ付けておく。そして
この建造場所に到着した浮上構造物(5)は海面の干満
差を利用して基礎マウンド(10)上に沈設する。次に
浮上構造物(5)の底面と海底との間に作られた空間に
、第8図に示すようにモルタルθ2)を注入し、モルタ
ルθのが硬化した後、浮上構造物(5)の全荷重の支持
はモlレタル(I2)に置換する。地震又は波力による
水平力及び浮力に対しては、水バラスト又は浮上構造物
(5)周辺の盛土(13)、浮上構造物(5)上に取り
付けた上屋(14)等の荷重によシ抵抗させる。
On the other hand, on the seabed near the coast where the garbage incineration plant will be constructed, a foundation mound (10) of pile foundation, cell foundation, gravel foundation, etc. will be constructed as shown in Figure 7. Attach the temporary support (11) that has been made. The floating structure (5) that has arrived at this construction site is sunk onto the foundation mound (10) by utilizing the tidal difference in the sea surface. Next, mortar θ2) is injected into the space created between the bottom of the floating structure (5) and the seabed as shown in Figure 8, and after the mortar θ has hardened, the floating structure (5) The support of the entire load of is replaced by the molarity (I2). Horizontal force and buoyancy caused by earthquakes or wave forces can be countered by the loads of water ballast or embankments (13) around the floating structure (5), sheds (14) installed on the floating structure (5), etc. make them resist.

最後に第9図、第10図に示すようにゴミ運搬車の進入
路のため、陸地(15)の搬入道路(16)に対して連
絡用棧橋07)を取シ付ける。丑たゴミを焼却した後の
もえがら及び固化したダストは周辺の埋立てに使用する
ため、浮上構造物(5)の内外にべ7レトコンベヤα印
等の運搬装置を取り付け、第10図に示すように海側(
I■には、防波堤(20)を構築して台風等の大きな波
による影響を少なくする。
Finally, as shown in FIGS. 9 and 10, a connecting bridge 07) is attached to the loading road (16) on the land (15) for the garbage truck to access. In order to use the husks and solidified dust after incinerating the garbage for reclamation in the surrounding area, conveyance devices such as the Reto conveyor α mark are installed inside and outside the floating structure (5), as shown in Figure 10. The sea side (
In I■, a breakwater (20) will be constructed to reduce the impact of large waves such as those caused by typhoons.

本発明は、次のような効果がある。The present invention has the following effects.

■ 陸上における用地難を避けてゴミ焼却プラントを建
造することができる。
■ Garbage incineration plants can be constructed without land shortages on land.

■ 建造場所における土木建設作業を少なくすることが
できる。
■ Civil engineering construction work at the building site can be reduced.

■ 建造場所における騒音、景観の問題を無くすことが
できる。
■ Noise and landscape problems at the construction site can be eliminated.

■ ゴミを焼却した後のもえがらを周辺の埋立に利用す
ることができる。
■ After incinerating garbage, the rice husks can be used for landfill in the surrounding area.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図は従来におけるゴミ焼却プラントの建造
方法を示す側面図、第3図は本発明の方法によって鋼殻
ケーソンを製作した状態を示す側面図、第4図は鋼殻ケ
ーソン内部に一部のコンクリートを打設し、煙突を組み
立てた状態を示す斜視図、第5図は焼却シヌテム機器を
据付は中の側面図、第6図は曳航中の側面図、第7図、
第8図は建造場所で沈設する状態を示す側面図、第9図
は完成した状態の側面図、第10図は第9図の平面図で
ある。 (2)・・・鋼殻ケーソン、(5)・・・浮上構造物、
(7)・・・焼却システム機器、(10)・・・基礎マ
ウンド。 特許出願人 石川島播磨重工業株式会社 特許出願人代理人 四 区        区 LD           c。 滞       滞 トの 瀝      瀝
Figures 1 and 2 are side views showing the conventional construction method of a garbage incineration plant, Figure 3 is a side view showing a steel shell caisson manufactured by the method of the present invention, and Figure 4 is the inside of the steel shell caisson. A perspective view showing the chimney with some concrete poured and the chimney assembled; Figure 5 is a side view of the interior of the incineration equipment being installed; Figure 6 is a side view of the chimney being towed; Figure 7;
FIG. 8 is a side view showing the state in which it is submerged at the construction site, FIG. 9 is a side view of the completed state, and FIG. 10 is a plan view of FIG. 9. (2)...Steel shell caisson, (5)...Floating structure,
(7)...Incineration system equipment, (10)...Foundation mound. Patent Applicant Ishikawajima Harima Heavy Industries Co., Ltd. Patent Applicant Agent District 4 Ward LD c. stagnation stagnation stagnation stagnation

Claims (1)

【特許請求の範囲】[Claims] 1)建造場所とは異なる製作場所で鋼殻ケーソンを製作
して浮上構造物を形成し、前記浮上構造物内に焼却シス
テム機器を据付けると共に前記浮上構造物を水上に浮」
ニさせ、建造場所となる水底に基礎マウンドを造成した
後、前記浮上構造物を前記基礎マウンド上に曳航し、前
記基礎マウンド上に前記浮上構造物を沈設するととを特
徴とするゴミ焼却プラントの建造方法。
1) Fabricate a steel shell caisson at a manufacturing site different from the construction site to form a floating structure, install incineration system equipment within the floating structure, and float the floating structure on the water.''
A garbage incineration plant characterized in that: a foundation mound is created on the water bottom as a construction site, the floating structure is towed onto the foundation mound, and the floating structure is sunk onto the foundation mound. Construction method.
JP10540883A 1983-06-13 1983-06-13 Construction of wastes-incinerating plant Pending JPS59233025A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10540883A JPS59233025A (en) 1983-06-13 1983-06-13 Construction of wastes-incinerating plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10540883A JPS59233025A (en) 1983-06-13 1983-06-13 Construction of wastes-incinerating plant

Publications (1)

Publication Number Publication Date
JPS59233025A true JPS59233025A (en) 1984-12-27

Family

ID=14406782

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10540883A Pending JPS59233025A (en) 1983-06-13 1983-06-13 Construction of wastes-incinerating plant

Country Status (1)

Country Link
JP (1) JPS59233025A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0461938A (en) * 1990-06-25 1992-02-27 Kajima Corp Waste disposal structure
JPH0461979A (en) * 1990-06-25 1992-02-27 Kajima Corp Structure for treating waste
JPH0476121A (en) * 1990-07-18 1992-03-10 Kajima Corp Ocean structure for disposing of general waste
JPH0476120A (en) * 1990-07-18 1992-03-10 Kajima Corp Ocean structure for shipment of general waste
GB2356446B (en) * 1999-11-19 2004-04-07 Arthur Clarence Luff A waste processing plant

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0461938A (en) * 1990-06-25 1992-02-27 Kajima Corp Waste disposal structure
JPH0461979A (en) * 1990-06-25 1992-02-27 Kajima Corp Structure for treating waste
JPH0476121A (en) * 1990-07-18 1992-03-10 Kajima Corp Ocean structure for disposing of general waste
JPH0476120A (en) * 1990-07-18 1992-03-10 Kajima Corp Ocean structure for shipment of general waste
GB2356446B (en) * 1999-11-19 2004-04-07 Arthur Clarence Luff A waste processing plant

Similar Documents

Publication Publication Date Title
KR100819624B1 (en) Waterproof open caisson assembly and concrete foundation construction method using the same
KR101211811B1 (en) Cast in concrete pile With precast type Caisson
Rasmussen Concrete immersed tunnels—Forty years of experience
JPS59233025A (en) Construction of wastes-incinerating plant
Aikawa et al. Shatin to Central Link cross-harbour railway tunnel in Hong Kong
Fitzpatrick et al. Design and construction of Tarsiut island in the Canadian Beaufort Sea
Esteban Lefler et al. Reinforced concrete caissons for port structures in Spain
JPS6340024A (en) Pile-type caisson work
JPH05311627A (en) Foundation structure for large-scale artificial island
Zimmels et al. Construction of a pile-based offshore airport
JPS5934331A (en) Construction of sewage treatment facility
Derrington Paper 13: Construction of McAlpine/Sea Tank gravity platforms at Ardyne Point, Argyll
SU1393861A1 (en) Method of constructing hydraulic structure
Johnson et al. Control for Underwater Construction
Chapman et al. COOLING WATER INTAKES AT WYLFA POWER STATION.
Evans et al. BARKING REACH POWER STATION COOLING WATER SYSTEM.
Joshi CAISSON CONSTRUCTIONS AN INNOVATIVE APPROACH
Godden et al. THE DEVELOPMENT OF LEITH HARBOUR.
Fraenkel et al. SPECIAL FEATURES OF THE CIVIL ENGINEERING WORKS AT ABERTHAW POWER STATION.(INCLUDES PLATES.)
Ogura et al. Hong Kong Western Harbour Crossing Construction
BERTLIN et al. DISCUSSION OF PAPERS 7431 AND 7432. BOMBAY DOCK EXPANSION SCHEME.
Havno THE ELBE TUNNEL, HAMBURG: SOUTHERN RAMP AND SUBMERGED TUNNEL.
JPH05118015A (en) Construction of pile-type marine structure
Murray et al. CIVIL ENGINEERING DESIGN AND CONSTRUCTION OF YUEYANG POWER STATION, CHINA.
Brooks et al. CONSTRUCTION OF 60-IN.-DIA. OUTFALL SEWER FOR MORECAMBE AND HEYSHAM CORPORATION.