JPS58199280A - Method of manufacturing steel caisson with deep draft - Google Patents
Method of manufacturing steel caisson with deep draftInfo
- Publication number
- JPS58199280A JPS58199280A JP57074548A JP7454882A JPS58199280A JP S58199280 A JPS58199280 A JP S58199280A JP 57074548 A JP57074548 A JP 57074548A JP 7454882 A JP7454882 A JP 7454882A JP S58199280 A JPS58199280 A JP S58199280A
- Authority
- JP
- Japan
- Prior art keywords
- caisson
- dock
- towed
- steel
- lower section
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/06—Constructions, or methods of constructing, in water
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B75/00—Building or assembling floating offshore structures, e.g. semi-submersible platforms, SPAR platforms or wind turbine platforms
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B77/00—Transporting or installing offshore structures on site using buoyancy forces, e.g. using semi-submersible barges, ballasting the structure or transporting of oil-and-gas platforms
Landscapes
- Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Combustion & Propulsion (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Transportation (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、吃水の深い鋼ケーン/装r[方法に係り1
ドックの如きにおいて吃水か深いために完成することの
できないような水中設置鋼ケーソンを安全且つ効率的に
操作し経済的に製作することのできる方法ケ提供しよう
とするものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for making a steel cane with deep water.
It is an object of the present invention to provide a method for safely and efficiently operating and economically manufacturing submerged steel caissons that cannot be completed due to the depth of the water in docks and the like.
鋼ケーソンは海上又は湖沼ないし河川などに沈設される
もので、それが大をとなることにより吃水が深くなる傾
向を有することは鴫かである@然して、この鋼ケーソン
を製作するための方法として従来採用されている方法と
しては、ドックで完成し沈設現地まで曳航して沈設する
方法と、簡易ドックを沈設現場近くに仮設備し製作曳航
沈設する方法とがあるが、これらの方法は鋼ケーソンの
大渥化、吃水の關くなった場合において夫々に問題があ
り、好ましい方法となし得ない、即ち、前者は、一般的
な製作方法であるが、上記のように大型化して鋼ケーソ
ンの吃水が深い場合には鋼ケーソンにフロータ−を取付
け、その吃水奮洩(して出渠し、そのまま曳航すること
となり、dフロータ−が相当に大型なものとなって、w
1ρ)るフロータ−奢つけたまま外洋など’f 数十k
mないし数百km にも亘って曳航′″f′ることは安
全上好ましくな(、又曳航抵抗は着しく増大するから経
済的でない。又この場合に着゛いて出渠および曳航ンフ
ローテイングクレーンで吊った伏線で行うことも考えら
れるが、このためには製作設備および機器類の整った製
作場所か沈設場所に相当に近い場合でなければ適用でき
ず製作−所が限定される。これに対し後者の簡易ドラク
ン仮設備する方法は沈設現場近くに簡易ドックな仮設備
し【製作するわけであるが、前記のように一クーノンが
大型になった場曾には簡易ドックとは盲え多大の設備費
ン必較とし経済的でないことになると共に陸地近くに#
i望するように水深の大きい場所が少く、簡易ドックの
ために特別な水中掘削工事がら実施すべきこととなって
コストアップとなり、何れKしても簡易ドック設備場所
の4保が困難である。Steel caissons are installed on the sea, in lakes, rivers, etc., and as they become larger, they tend to become deeper. Conventionally, two methods have been adopted: one is to complete the work at a dock and then be towed to the sinking site, and the other is to temporarily install a simple dock near the sinking site and tow and sink it. The former method is a common manufacturing method, but as mentioned above, it is difficult to make steel caissons in large scale. When the stagnant water is deep, a floater is attached to the steel caisson, and the d-floater becomes quite large, and the d-floater becomes quite large.
1ρ) Floater - floating on the open ocean etc.'f tens of kilos
It is undesirable for safety to tow the vessel over a distance of m or even several hundred km (also, it is not economical because the towing resistance increases steadily). It is also possible to do this with a foreshadowing line suspended from the ground, but this can only be applied at a manufacturing site with well-equipped manufacturing facilities and equipment or fairly close to the submersion site, and the manufacturing site is limited. On the other hand, the latter method of temporarily constructing a simple dock is to construct a temporary dock near the sinking site. equipment costs would be uneconomical and close to land.
As desired, there are few places with deep water, and special underwater excavation work has to be carried out for simple docks, which increases costs, and it is difficult to maintain 4 locations for simple dock facilities in any case. .
なお、上記したような従来法の不利2避けるため例えば
特公昭5B−36767号公報のように、ドック内で出
渠可能な吃水まで半完成させ、更に沈設現場近くの洋上
で鋼ケーソンな溜置させ、鋼ケーソンの浮カケ利用し海
底の地盤反力tパラスト水の量で調整し反力を1減せし
めて−ケーソンV完成させ頁にその後再び浮上させて設
置海域に曳航し沈設するようなことも発表されているが
、鋼ケーソンが上記のように大型となりケーソン深さが
大となった場合においてその製作途中で水深のより深い
地点へ楊所侠えする操作が容易でないことになり、外陣
において輸送するようなことは困−であると共に沈設現
場における工程にも国磯性がある。In addition, in order to avoid the disadvantages of the conventional method mentioned above (2), for example, as in Japanese Patent Publication No. 5B-36767, it is necessary to construct a semi-finished water tank that can be discharged in a dock, and then to store it in the form of a steel caisson offshore near the sinking site. Then, by using the floating chips of the steel caisson and adjusting the ground reaction force on the seabed and the amount of parast water, the reaction force was reduced by 1. It has also been announced that when the steel caisson is large and the caisson depth is large as mentioned above, it is not easy to move the steel caisson to a deeper water point during its manufacture. Not only is it difficult to transport the materials at the outer site, but the process at the burial site is also unique to Kuniiso.
本発明は上記したような冥情に鑑み検討を1ねて創案さ
れたものであつ【、その実瑚態碌を添付−面に示すもの
について説明すると、第1図に小−[よ)に銅ケーソン
1は吃水が深く、そのドック2内で完成した場合には出
渠(
不能なものである・そこで、第1図に示すごとく、前記
し1こ鋼ケーソン1の底stドック2から出渠可能な吃
水程度まで該ドック2内において組み立てる・この組み
立て完了後ドック2に注水し、ケーソン1に浮上させ、
第2図のごとく曳船3その他の出渠設備?用いて曳き出
す・曳出された個ケーソンは粛3図のように半潜水型デ
ツキバージ4に械ゼるがこの半潜水型デツキバージ4は
、デツキ向が水平に沈下可能であり、このデツキバージ
4tあらかじめ所定の水深まで潜水させ固定しておき、
この状態でドック2より出渠したケーソン1tフローテ
イングクレーンにて吊り上げると、その浮力と70−テ
ングクレーンの補助吊り上げでケーソン1の吃水か浅く
なり、デツキバージ4に十分績み込4可能な吃水とされ
る。即ち、)−一テングクレーン5にて吊り上げられた
ケーソン1ンその吊り上げ状態のままで容易にデツキバ
ージ4上に持って米ることかでき、次いで、フローテン
グクレーン5の吊り荷31v除々に下げ、−ケーソン;
をデツキバージ4上に乗せると共に、デツキバージ4を
除々に浮上せしめ、積み込みY完了する@上mlのよう
にデツキバージ4に載せられたものはその後に第4図に
7K丁よ5K、−ケーソンの沈設近くの平麺な洋上へ、
タグボート3にて曳航し、前記した第3図とを工逆の方
法によりデツキノ(−ジ4より積み卸゛[卸され1こ鋼
ケーソンは次いで第5図に示−ヂごとく、めらがじめ海
底にf&賑されたシンカー1にvA貿チェイン6によっ
て係貿され、拝上に安全に係貿″fる。このS貿倣フロ
ーテングクレーン5により、−ケーソン1に対する残余
のブロック9Y順次に供帖して組み立て、−グーノンな
′76成する。The present invention was devised after careful consideration in view of the circumstances described above. Caisson 1 is so deep that it would be impossible to discharge it from the dock 2 if it were completed in its dock 2.Therefore, as shown in Figure 1, the above-mentioned steel caisson 1 was discharged from the bottom st dock 2. Assemble it in the dock 2 to the extent that it can stanch. After completing this assembly, water is poured into the dock 2, and the caisson 1 is floated.
Tugboat 3 and other docking equipment as shown in Figure 2? The individual caissons that have been towed out using the caissons are transferred to the semi-submersible deck barge 4 as shown in Fig. Dive to a specified depth and secure it.
In this state, when the 1-ton caisson floating crane is used to lift the caisson from dock 2, the buoyancy of the caisson 1 and the auxiliary lifting of the 70-prong crane will cause the caisson 1 to become shallow and be sufficiently loaded onto the deck barge 4, making it possible for the caisson to become stagnant. be done. That is, the caisson 1 lifted by the floating crane 5 can be easily lifted onto the deck barge 4 in its lifted state, and then the load 31v lifted by the floating crane 5 is gradually lowered. -Caisson;
At the same time, the deck barge 4 is gradually floated to the top of the deck barge 4, and the loading is completed. To the flat noodles of the sea,
The steel caisson was towed by tugboat 3 and unloaded from dock 4 by a method reversing that shown in Figure 3 above. The sinker 1, which is floating on the seabed, is suspended by the VA trade chain 6, and the trade is safely carried out. By this S trade floating crane 5, the remaining blocks 9Y to the caisson 1 are sequentially After preparing and assembling it, - Goonon '76 was completed.
以上説明しfこよりな不発明による一連の工法ン抹用す
ることにより、鋼ケーソン沈設地より遠隔し充分な設備
、機′4Y:もったドックにおいて少くとし鋼ケーソン
として枢要な底郁構逅ビ製1トシ得るので的確且つ能率
的に製作し得ることは明かであり、しかもこのものの沈
設現場への輸送に当ってはこのものt出渠させてかh半
潜水型デツキバージに載せて洋上移送1°るものである
から咳デツギパージに対−[る移IIJ1.操作が容易
であると共に洋上での運搬が安全で、しかも曳航に通し
た形状構造のパージを以て運航するものであるから曳船
による効率的な輸送な得しめ、従ってドックから相当に
遠隔しπ沈設現場へも円C#且つ低コストに運搬するこ
とが可能となり、大規模な仮設備などン必貴としないで
フローティングクレーンの如ぎによりIAsの構成ン施
工現場で完成し、上記のように吃水の深い鋼ケーソンを
何れにしても経済的且つ安全で、又比較的短期関門に製
作し得るものであるから工業的にその効果の大きい発B
Aである。As explained above, by eliminating a series of construction methods based on our uninvented invention, we will be able to install sufficient equipment and equipment at a remote location from the site where the steel caisson is to be deposited. It is clear that it can be manufactured accurately and efficiently since it can be manufactured in 1 piece.Moreover, when transporting this item to the sinking site, it must be taken out of the dock or loaded onto a semi-submersible deck barge and transported at sea. Because it is something that causes a cough, it is difficult to clean it. IIJ1. It is easy to operate, safe to transport at sea, and operates with a purge shaped structure that allows it to be towed, so it is advantageous for efficient transport by tugboat, and is therefore quite remote from the dock and the π-submersion site. It is now possible to transport IAs to construction sites at low cost and without the need for large-scale temporary equipment, and the construction of IAs can be completed at the construction site using a floating crane. In any case, deep steel caissons are economical and safe, and can be produced in a relatively short period of time, so they are industrially highly effective.
It is A.
図面は1本発明の実施愈様を示すものであって、811
図は不発明に従いドックにおいての鋼ケーソン嬉造状態
を示した斜面図、纂2図はその出渠作業状態の側面図、
43図はその半潜水盤デツキパージに対する積載作業の
側面図、第4図はその外洋曳航状廊の一面図、纂5図は
その沈設現場における係留状態の側面図、第6図はその
フローティングクレーンによる作業状廊の@面図である
0
然してこれらの図面において、1は鋼ケーソン−2はド
ック、3は曳船、4は半漕水臘デツキバージ、5はフロ
ーティングクレーン、6は曳索、7はシンカーY示すも
のである。
狩許出−人 日本鋼管株式会社
発 明 者 ― 村 憲手続補正
書(1負冬)
昭和 胃、6.82 日
特許庁長官若 杉 和 失敗
1、事件の表示
昭和97年特 許願第7qt;4t9号2、発明ζ
名称
01木」ム電・・令燗ケーソン賢作カシミ3、補正をす
る者
事件との関係特許出願人
名称(氏名) 日本鋼管株−1r社
4、代理人
別紙の通り
補 正 の 内 谷The drawings are illustrative of how the present invention is carried out, and are 811
The figure is a slope view showing the steel caisson being constructed at the dock according to the invention, and Figure 2 is a side view of the steel caisson in the docking state.
Figure 43 is a side view of the loading work on the semi-submersible deck purge, Figure 4 is a front view of the ocean towing corridor, Figure 5 is a side view of the moored condition at the sinking site, and Figure 6 is the loading operation by the floating crane. In these drawings, 1 is a steel caisson, 2 is a dock, 3 is a tugboat, 4 is a half-water deck barge, 5 is a floating crane, 6 is a tow rope, and 7 is a sinker. Y indicates. Author: Nippon Kokan Co., Ltd. Inventor: Mura Constitutional procedural amendment (1 negative winter) Showa stomach, June 82, Japan Patent Office Commissioner Kazu Wakasugi Failure 1, case indication 1987 patent application No. 7qt; 4t9 No. 2, invention ζ
Name 01 "Muden...Reikan Cason Kensaku Kasimi 3, Person making the amendment Name of patent applicant related to the case (name) Nippon Steel Tube Co., Ltd. - 1r Company 4, Attorney Uchitani for amendment as per attached sheet
Claims (1)
作してから叔ドックに入水して出渠せしめ、次いで半潜
水型デツキバージにフローティングクレーンを用いて駿
鋼ケーソンを積載し、このデツキバージにより洋上を曳
航してからフローティングクレーンで積み卸し、シンカ
ーによって係留し残部の銅ケーソン組立てン完了するこ
とV%倣とする吃水の深い鋼ケーソン製作方法・Steel caisson T4 up to the dock I ■ Capable of drinking water at the dock
After the ship is built, it enters the dock and leaves the dock, then a floating crane is used to load the Sunko caisson onto a semi-submersible deck barge, the deck barge tows the ship offshore, the floating crane unloads the ship, and the ship is moored using a sinker. Complete the assembly of the remaining copper caisson.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57074548A JPS58199280A (en) | 1982-05-06 | 1982-05-06 | Method of manufacturing steel caisson with deep draft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57074548A JPS58199280A (en) | 1982-05-06 | 1982-05-06 | Method of manufacturing steel caisson with deep draft |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58199280A true JPS58199280A (en) | 1983-11-19 |
| JPH0348076B2 JPH0348076B2 (en) | 1991-07-23 |
Family
ID=13550412
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57074548A Granted JPS58199280A (en) | 1982-05-06 | 1982-05-06 | Method of manufacturing steel caisson with deep draft |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58199280A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015052770A1 (en) * | 2013-10-08 | 2015-04-16 | 三菱重工マシナリーテクノロジー株式会社 | Structure assembling equipment and structure assembling method |
-
1982
- 1982-05-06 JP JP57074548A patent/JPS58199280A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015052770A1 (en) * | 2013-10-08 | 2015-04-16 | 三菱重工マシナリーテクノロジー株式会社 | Structure assembling equipment and structure assembling method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0348076B2 (en) | 1991-07-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109952246B (en) | System and method for reconfiguring mobile docking equipment for transporting, removing, assembling, housing and transferring assets | |
| CA2407139C (en) | Temporary floatation stabilization device and method | |
| US4451174A (en) | Monopod jackup drilling system | |
| US7849810B2 (en) | Mating of buoyant hull structure with truss structure | |
| GB1574784A (en) | Method and apparatus for casting tanks in water | |
| US6565286B2 (en) | Method for fabricating and assembling a floating offshore structure | |
| US20040244667A1 (en) | Modular ships for transporting and installing precast modular intermodal concrete shapes | |
| AU1190900A (en) | Device for positioning of vessels | |
| JP3551180B2 (en) | Method and apparatus for dissolving water-soluble gas in the sea and isolating it in the deep sea, and laying method | |
| US3680512A (en) | Method of building ships | |
| JPS59145688A (en) | Launching/grounding system for vessel and ocean structure | |
| JPH0213684B2 (en) | ||
| EP0135393A2 (en) | Sea-going self-propelled vessels for transport of prefabricated offshore structures | |
| CN110607799B (en) | Multifunctional caisson foundation structure and burial depth control method thereof | |
| JPH06219372A (en) | Mooring method for floatable and sinkable floating body | |
| EP1492699A1 (en) | Submersible watercraft | |
| JPH0348076B2 (en) | ||
| ES8607853A1 (en) | Transport of prefabricated offshore structures. | |
| US20250223018A1 (en) | Modular launch and recovery platform | |
| WO1985004633A1 (en) | Method of constructing large-sized marine structures | |
| GB2487919A (en) | Lifting Rig for use in Lifting a Buoyant Load out of Water | |
| CN203174612U (en) | Underwater construction device for large objects | |
| RU2630513C1 (en) | Device for loading, transporting and installing heavy and bulky marine underwater object on seabed | |
| CN209760205U (en) | Bottom-sitting type ocean platform | |
| Velazquez et al. | Gulf of Mexico deepwater platform decommissioning |