JPS6050929B2 - rubble leveling boat - Google Patents
rubble leveling boatInfo
- Publication number
- JPS6050929B2 JPS6050929B2 JP13729477A JP13729477A JPS6050929B2 JP S6050929 B2 JPS6050929 B2 JP S6050929B2 JP 13729477 A JP13729477 A JP 13729477A JP 13729477 A JP13729477 A JP 13729477A JP S6050929 B2 JPS6050929 B2 JP S6050929B2
- Authority
- JP
- Japan
- Prior art keywords
- leveling
- rubble
- chute
- angle
- opening
- 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
Links
- 239000004575 stone Substances 0.000 claims description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 230000008602 contraction Effects 0.000 claims 1
- 239000000725 suspension Substances 0.000 claims 1
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
Description
【発明の詳細な説明】
本発明は水中への捨石及び捨石の均し作業を水上からの
操作により機械的に能率良く行なうことができる捨石均
し船に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a rubble leveling boat capable of mechanically and efficiently carrying out the work of dumping rubble into water and leveling the rubble by operating from the water.
一般に水中にケーソンなどの構造物を据付ける場合には
、基礎となるマウントを築造するために捨石及び均しが
必要である。In general, when installing a structure such as a caisson underwater, rubble and leveling are required to construct the base mount.
従来、捨石はカット船などで投下されているが、単に捨
石の投下のみでは大端面を形成させるのは困難であるの
て、投下された捨石の基礎均し作業を行なわなければな
らない。従来はこの基礎均し作業を行なうのに潜水夫に
よる人力に頼つていた。Traditionally, rubble has been dropped by a cutting ship, but it is difficult to form a large end face by simply dropping the rubble, so the thrown rubble must be leveled. In the past, this basic leveling work relied on the manual labor of divers.
しかしながら、水深の深い場所での均し作業や大量の捨
石工事の均し作業の場合には、潜水夫による作業は困難
である。また潜水夫による均し作業は作業能率が悪く、
特に気象、海象が悪くなるとその影響を受けて作業能率
が更に低下するのは避けられないなどの種々の問題点が
ある。そのため従来から潜水夫に頼ることなく、捨石工
事及びその均し作業を行なうこと、ができる捨石均し船
が数多く提案されているが、いずれも種々の問題点があ
り、実用の段階までには至つていない。それは今まで提
案された捨石均し船は均し作業専用船としての充分な機
能を有していないため能フ率的な稼動ができないためで
あり、例えば船体に捨石を投下するシュート及びラダー
などが装着されている捨石均し船はシュート及びラダー
などが傾斜しているため、同一のシュート及びラダーで
は水深の浅いところと深いところではシュート及5びラ
ダーの傾斜角度が異なり、水深の浅いところでは傾斜が
ゆるくなり、捨石が落下し難いため施工が難しくなるの
で、施工水深によつてシュート及びラダーなどの取替が
必要であり、作業能率が悪く且つ不経済であるなどの欠
点がある。また拾石を投下する際に捨石の荷重がシュー
トやラダーにかかるため、シュートやラダーの強度を大
きくしなければならないが、シュートやラダーの強度を
大きくするためにはトラニオン、ガントリー、船体など
を強じんにしなければならず、必要以上に大きな船体に
しなければならないなどの欠点があり、またシュートや
ラダーはワイヤーローブが取り付けられていて、このワ
イヤーローブを操作して傾斜角度を変える構造となつて
いるが、ワイヤーローブの操作だけでは水深の変化に応
じて傾斜角度を微細に調整することが難しく、マウント
天端面を管理するのに、ワイヤーローブの繰り出し長さ
が天端面水深設定の位置と一致し難いため、潮位の変化
などに対する微細な修正に対処できないなどの種々の欠
点があつた。本発明はかかる欠点を除去したものであり
、水中への捨石及び捨石の基礎均し作業を水上からの操
作により機械的に正確且つ迅速に能率良く施工すること
ができる捨石均し船を提供するものである。However, it is difficult for divers to perform leveling work in deep water or leveling a large amount of rubble work. In addition, leveling work performed by divers is inefficient,
In particular, there are various problems such as the fact that when the weather and sea conditions deteriorate, it is inevitable that the work efficiency will further decrease due to the influence of the weather and sea conditions. For this reason, a number of rubble leveling vessels have been proposed that can perform rubble construction and leveling work without relying on divers, but all of them have various problems and have not yet been put into practical use. I haven't reached it yet. This is because the rubble leveling vessels that have been proposed so far do not have sufficient functions as a dedicated leveling vessel and cannot be operated efficiently, such as chutes and rudders for dropping rubble onto the hull. Since the chute and rudder of the rubble leveling boat equipped with 5 are inclined, the angle of inclination of the chute and rudder is different in shallow and deep water, and the angle of inclination of the chute and rudder is different in shallow and deep water. This makes construction difficult because the slope becomes gentler and the rubble is difficult to fall, so depending on the depth of the water the chute and ladder need to be replaced, resulting in poor work efficiency and uneconomical work. In addition, when dropping stones, the load of rubble is applied to the chute and rudder, so the strength of the chute and rudder must be increased, but in order to increase the strength of the chute and rudder, it is necessary to strengthen the trunnion, gantry, hull, etc. There are drawbacks such as having to make the hull larger than necessary, and the chute and rudder are equipped with wire lobes, which can be manipulated to change the angle of inclination. However, it is difficult to finely adjust the inclination angle according to changes in water depth by only operating the wire lobe, and in order to manage the top surface of the mount, it is necessary to keep the length of the wire lobe aligned with the position of the water depth setting on the top surface. This resulted in various drawbacks, such as the inability to handle minute corrections due to changes in tide level, etc. The present invention eliminates such drawbacks and provides a rubble leveling boat capable of mechanically, accurately, quickly and efficiently carrying out the work of dumping rubble into water and leveling the basic level of rubble by operating from the water. It is something.
更に詳しくは、本発明は箱型船体の中央部に水深の大小
に充分対処できる構造の伸縮自在のシュートが少なくと
も1個以上垂直に取り付けられ、該シュートの下部には
微小な深度の変化に順応せ−しめられる均し開口部が装
着されており、該均し開口部は進行方向前面が後面より
長くなつており後面の下端と前面の下端とを結ふ線と水
平線とのなす角度が石材の安息角にほぼ等しく且つ進行
方向側面が後面と同一高さに下端を切除されている!こ
とを特徴とする捨石均し船に関するものである。More specifically, the present invention has at least one retractable chute vertically installed in the center of the box-shaped hull, which has a structure that can sufficiently handle large and small water depths, and a lower part of the chute that can accommodate minute changes in depth. A leveling opening that can be leveled is installed, and the front side of the leveling opening is longer than the rear side in the direction of movement, and the angle between the line connecting the lower end of the rear side and the lower end of the front side and the horizontal line is The lower end is cut off so that the angle of repose is approximately equal to the angle of repose, and the side surface in the direction of travel is at the same height as the rear surface! This article concerns a rubble leveling boat that is characterized by the following.
以下、本発明に係る捨石均し5船を図面により詳しく説
明する。Hereinafter, five rubble leveling vessels according to the present invention will be explained in detail with reference to the drawings.
図面は本発明に係る捨石均し船の1実施例を示3すもの
で、第1図は作業状態を示す一部切欠側面図、第2図は
平面図、第3図は正面図、第4図はシュート下部の拡大
側面図、第5図A,b,cは石材の内部摩擦角と剪断抵
抗との関係を示す説明図である。The drawings show one embodiment of the rubble leveling boat according to the present invention, in which Fig. 1 is a partially cutaway side view showing the working state, Fig. 2 is a plan view, Fig. 3 is a front view, and Fig. 3 is a front view. FIG. 4 is an enlarged side view of the lower part of the chute, and FIGS. 5A, b, and c are explanatory diagrams showing the relationship between the internal friction angle of stones and shear resistance.
4,図面中、1は
箱型船体、2は箱型船体1の中央部に設けられた開口部
、3は開口部2に少なくとも1個以上下方に向つて垂直
に取り付けられたシュートであり、このシュート3は伸
縮自在にワイヤーローブにより吊り下げられていて、水
深の大小に充分対処できる構造を有しており、このワイ
ヤーローブが箱型船体1に設けられたガントリー4を介
してウインチ5に連結されていて、ウイン7チ5を操作
することにより所定の水深に天端面を設定できるように
なつている。6はシュート3の上端に取り付けられてい
るホッパー、7,8は箱型船体1に取り付けられワイヤ
ーローブを介して箱型船体を移動させる操船ウインチ、
9はシュー9卜3の下部に装着された均し開口部であり
、この均し開口部9は進行方向前面が後面より長くなつ
でおり、後面の下端と前面の下端とを結ぶ線と水平線と
のなす角度が石材の安息角にほぼ等しく且つ進行方向側
面が後面と同一高さに下端を切除さ7れている。4. In the drawing, 1 is a box-shaped hull, 2 is an opening provided in the center of the box-shaped hull 1, and 3 is at least one chute vertically attached to the opening 2 facing downward; This chute 3 is extendably suspended by a wire lobe, and has a structure that can cope with large and small water depths. They are connected to each other, and by operating the winch 7, the top surface can be set at a predetermined water depth. 6 is a hopper attached to the upper end of the chute 3; 7 and 8 are ship maneuvering winches attached to the box-shaped hull 1 and moving the box-shaped hull via wire lobes;
9 is a leveling opening attached to the lower part of shoe 9 3, and this leveling opening 9 has a front surface longer in the direction of travel than the rear surface, and a line connecting the lower end of the rear surface and the lower end of the front surface and the horizontal line. The angle formed by the stone is approximately equal to the angle of repose of the stone, and the lower end is cut 7 so that the side surface in the advancing direction is at the same height as the rear surface.
10は均し開口部9に取り付けられた油圧シリンダーで
あり、この油圧シリンダー10は潮位の変化などにより
生ずる微小な深度の変化に対して均し開口部9の高さを
順応せしめるためのものであり、この油圧シリンダー1
0には潮位計や深度計などの計測器11などに対応せし
められて潮位の変化などに応じて自動的又は手動により
作動する構造となつている。Reference numeral 10 denotes a hydraulic cylinder attached to the leveling opening 9, and this hydraulic cylinder 10 is used to adapt the height of the leveling opening 9 to minute changes in depth caused by changes in the tide level, etc. Yes, this hydraulic cylinder 1
0 is connected to a measuring device 11 such as a tide gauge or a depth gauge, and is configured to operate automatically or manually in response to changes in the tide level.
図面では均し開口部9の高さを調整する手段として油圧
シリンダー10を示してあるが、他の機械的手段であつ
てもよい。12は操縦室及び作業員の居住室である。Although the figures show a hydraulic cylinder 10 as a means for adjusting the height of the leveling opening 9, other mechanical means may be used. 12 is a cockpit and a worker's living room.
かかる構造より成る本発明に係る捨石均し船による水中
への捨石及び捨石の均し作業を行なう操作について説明
する。先ず捨石を行なう所定の場所に箱型船体1を曳行
し、操船ウインチ7,8で箱型船体1を移動できるよう
にしてから、ウインチ5を操作して伸縮自在のシュート
3の長さを調整して、下部に装着された均し開口部9の
進行方向後面下端の位置がマウント天端面となるように
その位置を設定する。The operation of placing rubble into water and leveling the rubble using the rubble leveling boat according to the present invention having such a structure will be explained. First, the box-shaped hull 1 is towed to a predetermined location where rubble is to be removed, and then the box-shaped hull 1 is made movable using the maneuvering winches 7 and 8, and then the length of the telescopic chute 3 is adjusted by operating the winch 5. Then, the position of the leveling opening 9 attached to the lower part is set so that the position of the lower end of the rear surface in the traveling direction becomes the top surface of the mount.
次いでカット船などで運ばれて来た捨石をホッパー6を
通してシュート3内を垂直に落下させて天端面を形成さ
せつつ、接船ウインチ7,8により箱型船体1を移動さ
せる。シュート3の下部には第4図に示す如き均し開口
部9が装着されており、均し開口部9は進行方向前面が
後面より長くなつており、後面で均し作業を行なう構造
となつており、後面の下端と前面の下端とを結ふ線と水
平線とのなす角度が石材の安息角である45とにほぼ等
しくなつていて、進行方向側面が後面と同一高さに下端
を切除されているので、均し作業時にシュート3及び均
し開口部9には水平方向の荷重がほとんどかからずに均
し作業を行なうことができる。すなわち、第5図に示す
如く、石材の内部摩擦角をφ(φはおよそ45すである
)とし、垂,直石材荷重をPとして水平方向に石材を剪
断すると仮定し、剪断抵抗をS、石材の出口の前面下端
と後面の下端とを結ぶ角度である石材の剪断面角度をα
とすると、石材の剪断抵抗SはS=Ptan(φ−α)
で表わされるから、石材の剪断面角度,が水平(α=O
)であると第5図aの如くS=Ptanφとなり、石材
の剪断面角度を石材の内部摩擦角に近づけるとφ一αが
小さくなつて第5図bの如く剪断抵抗Sが小さくなる。
更に剪断面角度αと内部摩擦角φとがほとんど等しい角
度の場合には第5図cの如く剪断抵抗SはほとんどOに
近くなる。均し開口部9の構造は剪断面角度αと内部摩
擦角φとがほぼ等しい角度となつているので、第4図に
おける均しに要する索引力Tが極めて小さくて済むよう
になつており、均し作業を容易に行なうことができる。
また進行方向側面が後面と同一高さに下端を切除されて
いるので、側面下端から出た捨石は第3図に示す如く、
ほぼ45の安息角に等しい状態となり、安定を保つて積
み重ねられる。このように本発明に係る捨石均し船は捨
石がシュート3内を垂直に落下するのでシュート3には
捨石による曲げ応力がほとんど発生せず、単に石材によ
るサイロ状の土圧力が作用するのみであり、また捨石の
均しに要する索引力Tが極めて小さい状態で均し作業を
容易に行なうことができる。Next, rubble carried by a cutting ship or the like is vertically dropped in a chute 3 through a hopper 6 to form a top surface, while the box-shaped hull 1 is moved by docking winches 7 and 8. A leveling opening 9 as shown in Fig. 4 is attached to the lower part of the chute 3, and the front side of the leveling opening 9 in the direction of movement is longer than the rear side, so that leveling work can be performed on the rear side. The angle between the line connecting the lower end of the rear surface and the lower end of the front surface and the horizontal line is approximately equal to 45, which is the angle of repose of the stone, and the lower end is cut so that the side surface in the direction of travel is at the same height as the rear surface. Therefore, the leveling work can be performed with almost no horizontal load being applied to the chute 3 and the leveling opening 9 during the leveling work. That is, as shown in Fig. 5, it is assumed that the internal friction angle of the stone is φ (φ is approximately 45 mm), the vertical and straight stone loads are P and the stone is sheared horizontally, and the shear resistance is S, α
Then, the shear resistance S of the stone is S=Ptan(φ-α)
Since the shear plane angle of the stone is horizontal (α=O
), then S=Ptanφ as shown in FIG. 5a, and as the shear plane angle of the stone approaches the internal friction angle of the stone, φ−α becomes smaller and the shear resistance S becomes smaller as shown in FIG. 5b.
Further, when the shear plane angle α and the internal friction angle φ are almost equal, the shear resistance S becomes almost O as shown in FIG. 5c. Since the structure of the leveling opening 9 is such that the shear plane angle α and the internal friction angle φ are approximately equal, the indexing force T required for leveling in FIG. 4 is extremely small. Leveling work can be done easily.
Also, since the lower end of the side surface in the direction of travel is cut off at the same height as the rear surface, the rubble that comes out from the lower end of the side surface is as shown in Figure 3.
The state is approximately equal to the angle of repose of 45, and the stacks remain stable. In this way, in the rubble leveling boat according to the present invention, since the rubble falls vertically within the chute 3, almost no bending stress is generated by the rubble in the chute 3, and only the silo-like soil pressure from the stones acts. Moreover, the leveling work can be easily performed with the indexing force T required for leveling the rubble stones being extremely small.
また捨石及び均し作業中は計測器11などにより潮位及
び深度を常に測定し、潮位の変化などに対して油圧シリ
ンダー10あるいは他の機械的手段を自動的又は手動に
より作動して均し開口部9を上下せしめる構造となつて
いるので、捨石の天端面を設定した高さに均一に維持す
ることができる。In addition, during the rubble and leveling work, the tide level and depth are constantly measured using a measuring device 11, etc., and the hydraulic cylinder 10 or other mechanical means is automatically or manually operated to detect changes in the leveling opening. Since it has a structure in which 9 is raised and lowered, the top surface of the rubble can be maintained uniformly at a set height.
以上詳述した如く、本発明に係る捨石均し船は均し開口
部9が下端に装着された伸縮自在のシュート3が箱型船
体1の中央部に少なくとも1個以上取り付けられていて
、均し開口部9の位置を水深に応じて調整できる構造と
なつていて、しかもシュート3は下方に向つて垂直に設
けられているので、シュート3内に捨石を落下させても
シュート3にはほとんど曲げ圧力が発生せず、単にサイ
ロ状の土圧力が作用するのみであり、従来の傾斜状のシ
ュートに比べて軽量で良いので構成部材が節約でき、ま
たシュート3中の石材重量は投下した水中の捨石に支え
られているので、その重量相当分だけ船体の大きさを軽
減でき、また均し開口部9は捨石を均すのに要する索引
力が極めて小さくて済む構造となつているので、船体、
機械などの構造を簡単、軽量に製作でき経済的であるな
どの種々の優れた利点を有しており、更に均し開口部9
は潮位などの変化に対して自動的又は手動により上下し
て所定の位置に天端面を維持する構造となつているので
、均し面が正確且つ迅速に仕上がるなどの優れた利点を
有しており、その工業的価値は大きいものがある。As described in detail above, the rubble leveling boat according to the present invention has at least one retractable chute 3 with the leveling opening 9 attached to the lower end attached to the center part of the box-shaped hull 1. However, the structure allows the position of the opening 9 to be adjusted according to the water depth, and since the chute 3 is installed vertically downward, even if rubble falls into the chute 3, almost no debris will fall into the chute 3. No bending pressure is generated, only the silo-like soil pressure is applied, and it is lighter than conventional slanted chutes, so the number of structural members can be saved, and the weight of the stones in chute 3 is reduced by Since it is supported by the rubble, the size of the hull can be reduced by the amount corresponding to its weight, and the leveling opening 9 is structured so that the pulling force required to level the rubble is extremely small. hull,
It has various excellent advantages such as being economical because the structure of machines etc. can be manufactured easily and lightweight.
It has a structure that automatically or manually moves up and down to maintain the top surface in a predetermined position in response to changes in the tide level, etc., so it has the excellent advantage of being able to finish the leveled surface accurately and quickly. It has great industrial value.
図面は本発明に係る捨石均し船の1実施例を示すもので
、第1図は作業状態を示す一部切欠側面図、第2図は平
面図、第3図は正面図、第4図はシュート下部の拡大側
面図、第5図A,b,cは石材の内部摩擦角と剪断抵抗
との関係を示す説明図てある。
1・・・・・・箱型船体、2・・・・・・開口部、3・
・・・・・シュート、4・・・・・・ガントリー、5・
・・・・・ウインチ、6・・・・・ホッパー、7,8・
・・・・・操船ウインチ、9・・・・・・均し開口部、
10・・・・・・油圧シリンダー、11・・・・・・計
測5器、12・・・・・・操縦室及び作業員の居住室、
φ・・・・・内部摩擦角、α・・・・・・剪断面角度、
P・・・・・・垂直石材荷重、T・・・・・・均し作業
に要する索引力、S・・・・・・剪断抵抗。The drawings show one embodiment of the rubble leveling boat according to the present invention, in which Fig. 1 is a partially cutaway side view showing the working state, Fig. 2 is a plan view, Fig. 3 is a front view, and Fig. 4. 5 is an enlarged side view of the lower part of the chute, and FIGS. 5A, 5B, and 5C are explanatory diagrams showing the relationship between the internal friction angle of the stone and the shear resistance. 1... Box-shaped hull, 2... Opening, 3.
...Chute, 4...Gantry, 5.
...Winch, 6...Hopper, 7,8...
...Ship operation winch, 9... Leveling opening,
10... Hydraulic cylinder, 11... 5 measuring instruments, 12... Control room and worker's living room,
φ...Internal friction angle, α...Shear plane angle,
P: Vertical stone load, T: Indexing force required for leveling work, S: Shearing resistance.
Claims (1)
構造の伸縮自在のシュート3が少なくとも1個以上垂直
に取り付けられ、該シュート3の下部には微小な深度の
変化に順応せしめられる均し開口部9が装着されており
、該均し開口部9は進行方向前面が後面より長くなつて
おり後面の下端と前面の下端とを結ぶ線と水平線とのな
す角度が石材の安息角にほぼ等しく且つ進行方向側面が
後面と同一高さに下端を切除されていることを特徴とす
る捨石均し船。 2 シュート3の伸縮機構がワイヤーロープによる吊り
下げ方式である特許請求の範囲第1項に記載の捨石均し
船。 3 均し開口部9の進行方向後面の下端と前面の下端と
を結ぶ線と水平線とのなす角度がほぼ45゜である特許
請求の範囲第1項又は第2項に記載の捨石均し船。 4 均し開口部9が油圧シリンダー10及び計測器11
により自動的に微小な深度の変化に順応せしめられる特
許請求の範囲第1項から第3項までのいずれか1項に記
載の捨石均し船。[Scope of Claims] 1 At least one telescopic chute 3 having a structure that can sufficiently cope with large and small water depths is vertically attached to the center of the box-shaped hull 1, and the lower part of the chute 3 has a microscopic water depth. A leveling opening 9 that can adapt to changes is installed, and the front side of the leveling opening 9 in the direction of travel is longer than the rear side, and the angle between the horizontal line and the line connecting the lower end of the rear side and the lower end of the front side is installed. A rubble leveling boat characterized in that the angle of repose of the stone is approximately equal to the angle of repose of the stones, and the lower end of the side surface in the direction of travel is cut off at the same height as the rear surface. 2. The rubble leveling boat according to claim 1, wherein the expansion and contraction mechanism of the chute 3 is a suspension system using a wire rope. 3. The rubble leveling boat according to claim 1 or 2, wherein the angle between the horizontal line and the line connecting the lower end of the rear surface in the traveling direction of the leveling opening 9 and the lower end of the front surface is approximately 45 degrees. . 4 Leveling opening 9 is connected to hydraulic cylinder 10 and measuring instrument 11
A rubble leveling boat according to any one of claims 1 to 3, which is automatically adapted to minute changes in depth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13729477A JPS6050929B2 (en) | 1977-11-17 | 1977-11-17 | rubble leveling boat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13729477A JPS6050929B2 (en) | 1977-11-17 | 1977-11-17 | rubble leveling boat |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5470586A JPS5470586A (en) | 1979-06-06 |
| JPS6050929B2 true JPS6050929B2 (en) | 1985-11-11 |
Family
ID=15195311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13729477A Expired JPS6050929B2 (en) | 1977-11-17 | 1977-11-17 | rubble leveling boat |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6050929B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59150826A (en) * | 1983-02-18 | 1984-08-29 | Daito Kogyo Kk | Rubble delivery ship |
| JPS60105713A (en) * | 1983-11-15 | 1985-06-11 | Kajima Corp | Rubble-mound charging and levelling device |
| CN103924597B (en) * | 2013-01-10 | 2016-02-03 | 中交第一航务工程局有限公司 | Platform-type jackstone leveling ship and construction method thereof |
-
1977
- 1977-11-17 JP JP13729477A patent/JPS6050929B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5470586A (en) | 1979-06-06 |
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