JPS61287627A - Reclamation facilities - Google Patents

Reclamation facilities

Info

Publication number
JPS61287627A
JPS61287627A JP12884385A JP12884385A JPS61287627A JP S61287627 A JPS61287627 A JP S61287627A JP 12884385 A JP12884385 A JP 12884385A JP 12884385 A JP12884385 A JP 12884385A JP S61287627 A JPS61287627 A JP S61287627A
Authority
JP
Japan
Prior art keywords
earth
barge
belt conveyor
hoist
lifting
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
JP12884385A
Other languages
Japanese (ja)
Inventor
Koji Hayakawa
浩司 早川
Yasuo Nakai
康雄 中井
Hidemasa Takahama
高浜 秀正
Toru Inoue
徹 井上
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen 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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP12884385A priority Critical patent/JPS61287627A/en
Publication of JPS61287627A publication Critical patent/JPS61287627A/en
Pending legal-status Critical Current

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  • Ship Loading And Unloading (AREA)

Abstract

PURPOSE:To make reclaiming earth and sand inclusive of large rocks conveyable, by feeding the top of an earth hoist terminal with earth and sand out of a moored earth hoist barge through a belt conveyor and furthermore making these earth and sands so as to be dumped in the required spot on the water with another belt conveyor installed in a rotary boom. CONSTITUTION:After setting a machine to a earth hoist barge loading earth and sand, a pusher 8 is separated from this earth hoist barge 2 and, in turn, is connected to an empry barge 2 held by a tugboat, then it is made to head for a stowage base. Next, at a earth hoist terminal 3, the earth hoist barge 2 is moored and, after being connected to a power source, earth hoist operation is carried out in the following order that an earth hoising belt conveyor 4 a first hopper 13 a delivery belt conveyor 12 a second hopper 14 a dumping belt conveyor 10 like this. In this case, rotary boom 9 is situated in the specified position in advance. And, during these operations, the earth hoist terminal 3 is gradually moving forward but this operation is carried out with a winch 19 operated. Thus, since conveyance is performed by these belt conveyors, even if there are mixed with large rocks, earth and sand are conveyable without hindrance.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は海上等を埋立てるのに使用する埋立設備に関す
る。
DETAILED DESCRIPTION OF THE INVENTION FIELD OF INDUSTRIAL APPLICATION The present invention relates to reclamation equipment used for reclamation of marine areas and the like.

従来の技術 従来、海上等を埋立てるのに使用されている揚土船とし
ては、グツズ揚式のものとりクレーマ式のものがあった
BACKGROUND OF THE INVENTION In the past, earth lifting vessels used for reclaiming land on the sea, etc., were of the gutsu lifting type and the monotori claimer type.

発明が解決しようとする問題点 しかしながら、グラブ楊式では、山上等土砂の粒径が小
さく均一なものについては効果的な揚荷役を行えるが、
岩石等粒径が大きくなると、岩石を掴む段階で岩を砕く
力量のないグラブでは完全閉鎖が出来ず、グラブ関口部
より土砂が落下する。
Problems to be Solved by the Invention However, although the grab-and-lift method can effectively unload soil with small and uniform particle sizes, such as those on mountains,
When the grain size of rocks becomes large, a grab that lacks the ability to crush rocks at the stage of gripping the rocks cannot completely close the system, and dirt falls from the entrance of the grab.

したがって、岩石を含んだ土砂の輸送には適さないとい
う問題点があった。
Therefore, there was a problem that it was not suitable for transporting earth and sand containing rocks.

一方、リクレーマ式は、回転体円周部に金属製パケット
を取付け、このパケットの回転に伴い一定寸法の横方向
移動を行ってパケット内に土砂をかき込む方式であるが
、土砂の場合は問題が少ないものの大きな岩石が存在す
る場合はこの岩石がパケットの歯にひっかかってパケッ
ト内への入りこみが悪くなシ、これによシ効率が低下す
るので、大きな岩石の輸送には適さないという問題があ
った。
On the other hand, the reclaimer type is a method in which a metal packet is attached to the circumference of the rotating body, and as the packet rotates, it moves horizontally by a certain distance to scrape dirt into the packet. If a small number of large rocks are present, the rocks may get caught in the teeth of the packet, making it difficult for them to enter the packet, which reduces efficiency, making it unsuitable for transporting large rocks. Ta.

ところで、土砂中に含まれる岩石を破砕し、輸送容易な
150”程度の大きさにすることが考えられるが、岩石
を破砕することは手間、時間がかかり、土砂価格を大幅
に上昇させてしまうという別個の問題を発生させること
になる。
By the way, it is conceivable to crush the rocks contained in the earth and sand to a size of about 150" that can be easily transported, but crushing the rocks takes time and effort, and significantly increases the price of the earth and sand. This will cause a separate problem.

本発明はこのような問題を解決することのできる埋立設
備を提供することを目的とする。
An object of the present invention is to provide a landfill facility that can solve such problems.

問題点を解決するための手段 上記問題点を解決するため、本発明の埋立設備は、船底
部から船外上方に延びる揚土用ベルトコンベアを備えた
揚土バージと、鉛直軸回シに旋回する旋回ブームを備え
るとともに該旋回ブームに前記揚土バージのベルトコン
ベアから供給された土砂を搬送する投下用ベルトコンベ
アが設けられた揚土ターミナルとを有する構成とした。
Means for Solving the Problems In order to solve the above-mentioned problems, the reclamation equipment of the present invention includes a lifting barge equipped with a belt conveyor for lifting soil extending from the bottom of the ship upwards outside the ship, and a barge that rotates on a vertical axis. The structure includes a revolving boom, and an earth lifting terminal in which the revolving boom is provided with a dropping belt conveyor for transporting earth and sand supplied from the belt conveyor of the earth lifting barge.

作用 すなわち、このような構成で、予め所要場所に設置した
揚土ターミナルのところまで土砂を搭載した揚土バージ
を向わせ、着桟、係留する。そして、揚土用ベルトコン
ベアで揚土ターミナル上に土砂を供給し、この土砂を揚
土ターミナルの旋回ブームに設けた投下用ベルトコンベ
アで水上所要箇所に投下する。土砂の輸送は揚土バージ
、揚土ターミナル共にベルトコンベアによって行なわれ
るので、土砂に大きな岩石が含まれていても何ら問題は
ない。
In other words, with this configuration, the earth lifting barge loaded with earth and sand is directed to the earth lifting terminal installed at a predetermined location, berthed, and moored. Then, the earth and sand is supplied onto the earth lifting terminal by the earth lifting belt conveyor, and the earth and sand is dropped onto the required location on the water by the dropping belt conveyor provided on the revolving boom of the earth lifting terminal. Since the transport of the earth and sand is carried out by belt conveyors in both the earth lifting barge and the earth lifting terminal, there is no problem even if the earth and sand contains large rocks.

実施例 以下、本発明の一実施例を図面に基づいて説明する。Example Hereinafter, one embodiment of the present invention will be described based on the drawings.

第1図〜第4図において、(1)は本発明に係る埋立設
備で、大きく、揚土バージ(2)と揚土ターミナル(3
)とから構成されている。揚土バージ(2)は、船首尾
方向に沿って船底部から船首部上方に延びる揚土用ベル
トコンベア(4)を備え、船底部の揚土用ベルトコンベ
ア(4)上には下端にゲート(5)を備えた土砂搭載用
ホッパー(6)が設けられている。土砂搭載用ホッパー
(6)のゲート(5)は船首尾方向く沿って所定間隔お
きに複数設置されている。したがって、任意のゲート(
5)を自動開閉してホッパー(6)内の土砂を揚土用ベ
ルトコンベア(4)上に投下すると、この土砂は該揚土
用ベルトコンベア(4)によって船首部上方まで運ばれ
ることになシ、かつゲート(5)を選ぶことによって揚
土バージ(2)のパラスト調整カ行なわれることになる
。(7)は揚土バージ(2)の船尾端に設けられ次回入
部で、この凹入部(7)にプッシャー(押し船)(8)
の船首部が嵌合せしめられる。
In Figures 1 to 4, (1) is the landfill equipment according to the present invention, which is mainly comprised of a lifting barge (2) and a lifting terminal (3).
). The soil lifting barge (2) is equipped with a belt conveyor (4) for lifting soil extending from the bottom of the ship to the upper part of the bow along the bow and stern direction, and a gate is installed at the lower end on the belt conveyor (4) for lifting soil at the bottom of the ship. (5) is provided with a hopper (6) for loading earth and sand. A plurality of gates (5) of the earth and sand loading hopper (6) are installed at predetermined intervals along the bow and aft direction. Therefore, any gate (
5) is automatically opened and closed to dump the earth and sand in the hopper (6) onto the soil lifting belt conveyor (4), and this earth and sand will be carried to the upper part of the bow by the soil lifting belt conveyor (4). By selecting the gate (5) and the gate (5), the parast adjustment of the earth-lifting barge (2) will be performed. (7) is installed at the stern end of the earth-lifting barge (2) and is the next entry part, and a pusher (8) is installed in this recessed part (7).
The bow of the ship is fitted.

揚土ターミナル(3)Fi前記揚土バージ(2)の着桟
岩壁を有する平面視り字形に構成され、その折れ曲がシ
部甲板上に鉛直軸回りに旋回する旋回ブーム(9)が設
けられている。この旋回ブーム(9)は第1図に明らか
なように揚土ターミナル(3)の長辺部分に沿って格納
自在である。αQは旋回ブーム(9ンに沿って設けられ
た投下用ベルトコンベア、αυは旋回ブーム(9)を支
持する架台、(2)はこの架台αυの下をくぐるように
して設けられた土砂の受は渡し用ベルトコンベアで、一
端は揚土バージ(2)の揚土用ベルトコンベア(4)に
対応設置された第1ホツパー■の下方に、他端は投下用
ベルトコンベアα0の基端上部に設置されたwc2ホッ
パー04の上方に、それぞれ位置せしめられている。し
たがって、揚土用ベルトコンベア(4)から投下された
土砂は、第1ホツパーQ3から受は渡し用ベルトコンベ
ア(6)を経て第2ホツパーα尋に導かれ、第2ホツパ
ーα滲から投下用ヘルドコンベアOGへと導かれる。α
9αQはこれらの制御を行う制御室および発電機室で、
それぞれ揚土ターミナル(3)の短辺部分に設けられて
いる。αηQSは揚土ターミナル(3)の長辺部分端部
に設けられた居住区およびへりデツキ、Q侍は揚土ター
ミナル(3)の各コーナ部に配設された大小のウィンチ
で、それぞれアンカー翰や曳航索(財)の繰シ出し、あ
るいは揚土バージ(2)から繰り出された係留索(財)
の巻JIXシ等の働きをなす。
The soil unloading terminal (3) Fi is constructed in a crescent shape in plan view with a rock wall for docking the soil unloading barge (2), and a swing boom (9) that rotates around a vertical axis is located on the bottom deck of the soil lifting terminal (3). It is provided. As is clear from FIG. 1, this swing boom (9) is retractable along the long side of the earth lifting terminal (3). αQ is a dropping belt conveyor installed along the swing boom (9), αυ is a pedestal that supports the swiveling boom (9), and (2) is an earth and sand receiver installed to pass under this mount αυ. It is a conveyor belt conveyor, one end is below the first hopper ■ installed corresponding to the belt conveyor (4) for lifting soil of the soil lifting barge (2), and the other end is above the base end of the belt conveyor α0 for dropping soil. They are respectively positioned above the installed wc2 hopper 04. Therefore, the soil dropped from the soil lifting belt conveyor (4) is transferred from the first hopper Q3 to the receiving belt conveyor (6). It is guided to the second hopper α, and from the second hopper α, it is guided to the dropping heald conveyor OG.
9αQ is the control room and generator room that perform these controls,
Each is provided on the short side of the soil lifting terminal (3). αηQS is the living area and edge deck installed at the end of the long side of the earth lifting terminal (3), and Q SAMURAI is the large and small winch installed at each corner of the earth lifting terminal (3), and the anchor wire is mooring lines (goods), or mooring ropes (goods) let out from the unloading barge (2).
It functions as the volume JIX, etc.

このような構成で、第5図、第6図に基づいて本埋立設
備(1)を用いた海上埋立工事の施工要領について説明
する。
With such a configuration, the procedure for carrying out offshore reclamation work using the present reclamation equipment (1) will be explained based on FIGS. 5 and 6.

先ず、積込基地□□□で土砂(岩石を含む)を積込んだ
揚土バージ(2)を、プッシャー(8)によシ揚土ター
ミナル(3)まで押して行く。
First, the unloading barge (2) loaded with earth and sand (including rocks) at the loading base □□□ is pushed by the pusher (8) to the unloading terminal (3).

揚土ターミナル(3)では先に揚土を済ませた揚土バー
ジ(2)をタグボート(1)により予め離桟させておき
、前記土砂を積込んだ揚土バージ(2)を着桟させる。
At the earth-lifting terminal (3), the earth-lifting barge (2) which has previously lifted the soil is berthed by a tugboat (1), and the earth-lifting barge (2) loaded with the earth and sand is berthed.

着桟後、プッシャー(8)を揚土バージ(2)から離し
、タグボート(ホ)の保持している空の揚土バージ(2
)に接続して積込基地(7)に向わせる。
After berthing, the pusher (8) is released from the unloading barge (2) and the empty unloading barge (2) held by the tugboat (E) is released.
) and direct it to the loading base (7).

揚土ターミナル(3)では揚土バージ(2)を係留して
電源を接続後、揚土用ベルトコンベア(4)−第1ホツ
)<−03−’f2ffffL用ベルトコンベア(2)
−第2ホツパー(ロ)−投下用ベルトコンベアQQの順
で揚土する。この場合、旋回ブーム(9)を所定位置に
振って行う。第5図中、(財)は既埋立地、(ホ)は新
埋立地、翰は滑シ安定地、(7)は亘設埋立予定地を示
す。
At the soil lifting terminal (3), after mooring the soil lifting barge (2) and connecting the power supply, the belt conveyor for soil lifting (4) - 1st hot) <-03-'f2ffffL belt conveyor (2)
- Second hopper (b) - Unloading soil in the order of belt conveyor QQ. In this case, the swing boom (9) is swung to a predetermined position. In Figure 5, (Foundation) indicates existing reclaimed land, (E) indicates new reclaimed land, 翰 indicates Nameshi stable land, and (7) indicates planned landfill site.

そして、これらのf′F、秦中に徐々に揚土ターミナル
(3)を移動させて行くが、これはウィンチa9を操作
することによって行う。アンカー(1)自体の移設はア
ンカーバージによって行なう。
Then, the earth lifting terminal (3) is gradually moved between these f'F and Qinzhong, and this is done by operating the winch a9. The anchor (1) itself is relocated by an anchor barge.

ところで、本実施例のように揚土バージ(2)をホッパ
ーゲート式とした場合、1万、t/hと大能力の揚荷が
可能であり、現在の最大能力2,0OOt/h (常用
は1,500t/h )を大幅に上端シ(約5倍)得る
By the way, if the earth-lifting barge (2) is of the hopper gate type as in this embodiment, it is possible to unload cargo with a large capacity of 10,000 t/h, which is higher than the current maximum capacity of 2,000 t/h (normally used). 1,500t/h), which is significantly higher (approximately 5 times).

したがって、従来計画と同一作業期間で埋立て工事を行
うとした場合、使用揚土バージ(2)の隻数が115で
済み、狭い埋立海域における交通ラッシュを緩和し得る
Therefore, if the reclamation work is carried out in the same work period as in the conventional plan, only 115 soil lifting barges (2) will be used, which can alleviate the traffic rush in the narrow reclamation area.

発明の効果 以上、本発明によれば、埋立てに使用する土砂中に大き
な粒径の岩石が含まれていても何ら支障なく輸送でき、
かつ従来以上の埋立能力を得ることができる。
In addition to the effects of the invention, according to the present invention, even if large grain size rocks are included in the earth and sand used for reclamation, it can be transported without any problems,
Moreover, it is possible to obtain more landfill capacity than before.

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

図面は本発明の一実施例を示し、第1図は本埋立設備の
平面図、第2図は同側面図、第3図は同正面図、第4図
は揚土バージの横断面図、第5図、第6図はそれぞれ施
工要領説明用の平面図である。 (1)・・・埋立設備、(2)・・・揚土バージ、(3
)・・・揚土ターミナル、(4)・・・揚土用ベルトコ
ンベア、(9)・・・旋回プーム、QO・・・投下用ベ
ルトコンベア代理人    森   本   義   
弘第4図 手続補正書動側 昭和60年10月 3日
The drawings show one embodiment of the present invention, in which Fig. 1 is a plan view of the landfill facility, Fig. 2 is a side view of the same, Fig. 3 is a front view of the same, and Fig. 4 is a cross-sectional view of the soil lifting barge. FIGS. 5 and 6 are plan views for explaining construction procedures, respectively. (1) ... Landfill equipment, (2) ... Lifting barge, (3
)...Earth lifting terminal, (4)...Belt conveyor for lifting soil, (9)...Swivel pool, QO...Belt conveyor for dropping agent Yoshi Morimoto
Hiroshi Diagram 4 Procedural Amendment Document October 3, 1985

Claims (1)

【特許請求の範囲】 1、船底部から船外上方に延びる揚土用ベルトコンベア
を備えた揚土バージと、鉛直軸回りに旋回する旋回ブー
ムを備えるとともに該旋回ブームに前記揚土バージのベ
ルトコンベアから供給された土砂を搬送する投下用ベル
トコンベアが設けられた揚土ターミナルとを有すること
を特徴とする埋立設備。 2、揚土バージは、船底部の揚土用ベルトコンベア上に
、下端にゲートを備えた土砂搭載用ホッパーを有する特
許請求の範囲第1項記載の埋立設備。 3、揚土ターミナルは、着桟岩壁を有する平面視L字形
に構成され、旋回ブームはその長辺部分に沿って格納自
在である特許請求の範囲第1項記載の埋立設備。
[Scope of Claims] 1. A soil lifting barge equipped with a belt conveyor for soil lifting extending upward from the bottom of the ship, and a swinging boom that rotates around a vertical axis, and the belt of the sandlifting barge is provided on the swinging boom. 1. Landfill equipment characterized by having an earth lifting terminal equipped with a dumping belt conveyor for transporting earth and sand supplied from a conveyor. 2. The reclamation equipment according to claim 1, wherein the soil lifting barge has a soil loading hopper with a gate at the lower end on the soil lifting belt conveyor at the bottom of the ship. 3. The reclamation equipment according to claim 1, wherein the unloading terminal is configured in an L-shape in plan view with a rock wall for docking, and the swing boom is retractable along its long side.
JP12884385A 1985-06-13 1985-06-13 Reclamation facilities Pending JPS61287627A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12884385A JPS61287627A (en) 1985-06-13 1985-06-13 Reclamation facilities

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12884385A JPS61287627A (en) 1985-06-13 1985-06-13 Reclamation facilities

Publications (1)

Publication Number Publication Date
JPS61287627A true JPS61287627A (en) 1986-12-18

Family

ID=14994755

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12884385A Pending JPS61287627A (en) 1985-06-13 1985-06-13 Reclamation facilities

Country Status (1)

Country Link
JP (1) JPS61287627A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5145874A (en) * 1974-10-16 1976-04-19 Meinan Machinery Works
JPS5516840A (en) * 1978-07-20 1980-02-05 Mitsubishi Heavy Ind Ltd Method and equipment for lifting soil
JPS55101627A (en) * 1979-01-27 1980-08-02 Mitsui Eng & Shipbuild Co Ltd Continuous unloader for earth filling

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5145874A (en) * 1974-10-16 1976-04-19 Meinan Machinery Works
JPS5516840A (en) * 1978-07-20 1980-02-05 Mitsubishi Heavy Ind Ltd Method and equipment for lifting soil
JPS55101627A (en) * 1979-01-27 1980-08-02 Mitsui Eng & Shipbuild Co Ltd Continuous unloader for earth filling

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