JPS602442B2 - How to build a mooring pier - Google Patents
How to build a mooring pierInfo
- Publication number
- JPS602442B2 JPS602442B2 JP56078536A JP7853681A JPS602442B2 JP S602442 B2 JPS602442 B2 JP S602442B2 JP 56078536 A JP56078536 A JP 56078536A JP 7853681 A JP7853681 A JP 7853681A JP S602442 B2 JPS602442 B2 JP S602442B2
- Authority
- JP
- Japan
- Prior art keywords
- pier
- mooring
- support
- drive device
- sea
- 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
- 238000000034 method Methods 0.000 claims description 4
- 239000002002 slurry Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/26—Fenders
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】 本発明は係船用桟橋の構築方法に関する。[Detailed description of the invention] The present invention relates to a method of constructing a mooring pier.
たとえば船舶を接岸しようとする海岸線に適当な港がな
い場合において、その海岸線に港を建設したのでは、工
期が長くかかり、緊急の場合に役立たない。For example, if there is no suitable port on the coastline where a ship is trying to berth, building a port on that coastline would take a long time and would not be useful in an emergency.
また荷の揚げ降ろし期間が一定期間だけである場合にも
、港を建設したのではコストがひきあわない。そこで本
発明はかかる場合にもっとも適した係船用桟橋の構築方
法を提案するものである。Furthermore, even if cargo is only to be unloaded and unloaded for a certain period of time, building a port will not be cost-effective. Therefore, the present invention proposes a method of constructing a mooring pier that is most suitable for such cases.
以下、本発明の一実施例を図に基づいて説明する。この
実施例はスラリー運搬船1用の桟橋に関し、2は係船用
桟橋であって、海面W上に浮かばせることができる桟橋
本体3と、該桟橋本体3の四隅に形成された4つの貫通
孔内にそれぞれ昇降自在に挿通された支柱4と、該各支
柱4の外周面にこの各支柱4の長手方向に沿って配設さ
れたラック5に噛合するピニオン6を正逆転させること
により各支柱4を昇降させる駆動装置7と、上記各支柱
4に移動自在に外鼓させられると共にその各支柱4下端
のストッパ8に支持された沈錘9とを有している。10
は桟橋本体3の上面中央に配設された一対の折畳み式配
管継手、11は該各継手10の基機に接続されたフレキ
シブルホースであって、その先端は陸地12から海底を
通って配段されたスラリ−配管13の先端に接続される
ものである。Hereinafter, one embodiment of the present invention will be described based on the drawings. This embodiment relates to a pier for a slurry carrier 1, in which 2 is a mooring pier, which includes a pier main body 3 that can be floated on the sea surface W, and four through holes formed at the four corners of the pier main body 3. Each pillar 4 is inserted into the pillar 4 so that it can be raised and lowered, and the pinion 6 that meshes with a rack 5 disposed along the longitudinal direction of each pillar 4 on the outer circumferential surface of each pillar 4 is rotated in the forward and reverse directions. and a sinking weight 9 movably mounted on each of the columns 4 and supported by a stopper 8 at the lower end of each column 4. 10
11 is a pair of foldable pipe joints arranged at the center of the upper surface of the pier body 3, and 11 is a flexible hose connected to the base of each joint 10, the tip of which is connected to the base of the pipe from the land 12 through the seabed. It is connected to the tip of the slurry pipe 13.
なおこのフレキシブルホース11は桟橋2の航行時には
桟橋本体3内に収納されるものである。14は上記スラ
リー配管13の先端に設けられた開閉バルブ、15は桟
橋本体3のスラリー運搬船対向側面に配設されたゴム製
防舷村である。Note that this flexible hose 11 is stored within the pier main body 3 when the pier 2 is sailing. 14 is an on-off valve provided at the tip of the slurry pipe 13, and 15 is a rubber fender provided on the side of the pier body 3 facing the slurry carrier.
16は係船用台船であって、上記係船用桟橋2とほぼ同
一構造であり、台船本体17と、ストッパ18およびラ
ック19付き支柱20と、ラック19に噛合するピニオ
ン21を正逆転させる駆動装置22と、沈鐘23とを有
し、その作用も係船用桟橋2とほぼ同じである。Reference numeral 16 denotes a mooring barge, which has almost the same structure as the mooring pier 2, and includes a barge main body 17, a stopper 18, a support column 20 with a rack 19, and a drive that rotates the pinion 21 meshing with the rack 19 in the forward and reverse directions. It has a device 22 and a sinking bell 23, and its function is almost the same as that of the mooring pier 2.
24は各台船本体17に運搬船1を係留するための係蟹
索である。24 is a mooring rope for mooring the carrier ship 1 to each barge body 17.
上記構成に基づいて係船用桟橋2および係船用台船16
の構築方法について説明する。まず駆動装置7を作動さ
せてピニオン6およびラック5を介して各支柱4を上昇
させ、係船用桟橋2を第4図状態にする。この場合、沈
錘9はストッパ8により支持されて支柱4とともに持ち
上げられ、桟橋本体3の底面近傍に位置させられる。各
係船用台船16についても同様に各支柱20を上昇させ
る。次に係船用桟橋2および係船用台船16を航行させ
て所定場所、すなわちスラリ−配管13の先端近傍まで
もたらす。次に各駆動装置7,22を作動させて各支柱
4,20を降下させて各沈錘9,23を海底に教壇させ
ると共に各支柱4,20の下端を海底に押し付けて桟橋
本体3および台船本体17を海面Wより上方に引き上げ
る。次にフレキシブルホース11の先端をスラリー配管
13の先端に接続し、バルブ14を開放する。これによ
って構築が完了する。次にスラリー運搬船1を係船用桟
橋2に接岸させ、各係船用台船16に運搬船1の船首と
船尾とを係留素24により係留し、折畳み式配管継手1
0の先端を運搬船1のマニホールドlaに連結し、スラ
リー配管13、フレキシブルホース11および上記配管
継手10を介して運搬船1内にスラリ−を積み込めばよ
い。次に係船用桟橋2および係船用台船16を移動させ
るときには、駆動装置7,22によりピニオン6,21
およびラック5,19を介して支柱4,20を引き上げ
るだけでよい。これによって上詩#菱橋2および台船1
6が着水させられ、各沈鍵9,23がストッパ8,18
に支持されて各支柱4,20とともに引き上げられる。
第4図に示すごとく各支柱4,20を十分に引き上げ、
フレキシブルホース11を桟橋本体3内に収納したなら
ば、所定場所まで航行させればよい。上記実施例ではラ
ック5,19とピニオン6,三21により支柱4,20
を昇降させるようにしたが、ワイヤロープとウィンチ装
置とで昇降させるようにしてもよい。Based on the above configuration, the mooring pier 2 and the mooring barge 16
We will explain how to construct it. First, the drive device 7 is operated to raise each support column 4 via the pinion 6 and rack 5, and the mooring pier 2 is placed in the state shown in FIG. In this case, the sinker 9 is supported by the stopper 8 and lifted together with the support column 4, and is positioned near the bottom surface of the pier body 3. Similarly, each support 20 of each mooring barge 16 is raised. Next, the mooring pier 2 and the mooring barge 16 are navigated to a predetermined location, that is, near the tip of the slurry pipe 13. Next, each drive device 7, 22 is operated to lower each support column 4, 20, and each sinker 9, 23 is placed on the seabed. The ship body 17 is pulled up above the sea level W. Next, the tip of the flexible hose 11 is connected to the tip of the slurry pipe 13, and the valve 14 is opened. This completes the construction. Next, the slurry carrier 1 is moored to the mooring pier 2, and the bow and stern of the carrier 1 are moored to each mooring barge 16 with the mooring elements 24, and the foldable pipe joint 1
0 is connected to the manifold la of the carrier 1, and slurry is loaded into the carrier 1 via the slurry pipe 13, flexible hose 11, and the piping joint 10. Next, when moving the mooring pier 2 and the mooring barge 16, the pinions 6, 21 are driven by the drive devices 7, 22.
It is only necessary to pull up the columns 4, 20 via the racks 5, 19. As a result, the above poem # Hishihashi Bridge 2 and Barge 1
6 is landed on the water, and each sinking key 9, 23 hits the stopper 8, 18.
It is supported by and pulled up together with each pillar 4, 20.
As shown in Fig. 4, each support 4, 20 is pulled up sufficiently,
Once the flexible hose 11 is stored in the pier main body 3, it may be sailed to a predetermined location. In the above embodiment, the racks 5, 19 and the pinions 6, 321 support the supports 4, 2
In this embodiment, the robot is raised and lowered, but it may be raised and lowered using a wire rope and a winch device.
以上述べたごとく本発明の係船用桟橋の構築方法によれ
ば、桟橋本体を海上に浮かばせ、駆動装置により各支柱
を上昇させ、次にこの係船用桟橋を航行させて所定場所
までもたらし、次に駆動装暦により各支柱を降下させて
各沈錘を海底に戦層させると共に各支柱の下端を海底に
押し付けて桟橋本体を海面より上方に引き上げるもので
あるから、極めて短時間に構築することができ、緊急の
場合にも十分役立つものである。また各支柱を引き上げ
るだけでへどこへでも自由に移動できるから、荷の揚げ
降ろし期間が一定期間だけである場合にもっとも好適す
るものである。As described above, according to the method for constructing a mooring pier of the present invention, the pier body is floated on the sea, each support is raised by a drive device, the mooring pier is then sailed to a predetermined location, and then The structure can be constructed in an extremely short period of time, as each support is lowered by a driving system to lower each sinker to the seabed, and the lower end of each support is pressed against the seabed to raise the pier above the sea surface. It is also useful in emergency situations. In addition, since it can be moved freely anywhere by simply pulling up each support, it is most suitable when the period for lifting and unloading cargo is only for a certain period of time.
図は本発明の一実施例を示し、第1図は構築状態の概略
全体平面図、第2図は同状態の要部の平面図、第3図は
同状態の要部の一部切欠き側面図、第4図は航行状態の
要部の一部切欠き側面図である。
1・・・・・・スラリー運搬船、2・・・・・・係船用
桟橋、3….・・桟橋本体、4・・…・支柱、5・・・
・・・ラック、6..・…ピニオン、7・・・・・・駆
動装置、8・・・・・・ストツバ、9・・・・・・次錘
、16・・・・・・係船用台船。
第1図第2図
第3図
第4図The drawings show an embodiment of the present invention, in which Fig. 1 is a schematic overall plan view of the constructed state, Fig. 2 is a plan view of the main part in the same state, and Fig. 3 is a partial cutaway of the main part in the same state. The side view and FIG. 4 are partially cutaway side views of the main parts in the sailing state. 1...Slurry carrier, 2...Mooring pier, 3... ... Pier body, 4... Support column, 5...
...Rack, 6. .. ... Pinion, 7 ... Drive device, 8 ... Stopper, 9 ... Next weight, 16 ... Mooring barge. Figure 1 Figure 2 Figure 3 Figure 4
Claims (1)
本体に形成された複数の貫通孔内にそれぞれ昇降自在に
挿通された支柱と、該各支柱を昇降させる駆動装置と、
上記各支柱に移動自在に外嵌させられると共にその各支
柱下端のストツパに支持された沈錘とを有する係船用桟
橋の上記桟橋本体を海上に浮かばせ、駆動装置により各
支柱を上昇させ、次にこの係船用桟橋を航行させて所定
場所までもたらし、次に上記駆動装置により各支柱を降
下させて各沈錘を海底に載置させると共に各支柱の下端
を海底に押し付けて桟橋本体を海面より上方に引き上げ
ることを特徴とする係船用桟橋の構築方法。1. A pier body that can be floated on the sea, struts each inserted into a plurality of through holes formed in the pier body so as to be able to rise and fall freely, and a drive device that raises and lowers each of the struts;
The main body of the mooring pier, which has a sinker that is movably fitted onto each of the above-mentioned supports and is supported by a stopper at the lower end of each of the supports, is floated on the sea, and each support is raised by a drive device. The mooring pier is then brought to a designated location by navigation, and then each support is lowered by the drive device to place each sinker on the seabed, and the lower end of each support is pressed against the seabed to raise the pier body above the sea surface. A method of constructing a mooring pier characterized by raising it upward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56078536A JPS602442B2 (en) | 1981-05-22 | 1981-05-22 | How to build a mooring pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56078536A JPS602442B2 (en) | 1981-05-22 | 1981-05-22 | How to build a mooring pier |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57193610A JPS57193610A (en) | 1982-11-29 |
| JPS602442B2 true JPS602442B2 (en) | 1985-01-22 |
Family
ID=13664626
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56078536A Expired JPS602442B2 (en) | 1981-05-22 | 1981-05-22 | How to build a mooring pier |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS602442B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2515208B2 (en) * | 1992-05-26 | 1996-07-10 | 株式会社技研製作所 | Temporary pier and its construction method |
| JP6262805B2 (en) * | 2016-06-03 | 2018-01-17 | ケイコン株式会社 | Temporary roadway with movable lifting column in tunnel and road construction method using the temporary roadway |
| CN105926541A (en) * | 2016-06-12 | 2016-09-07 | 郭鑫雷 | Floating type ship collision prevention system with metal dampers |
-
1981
- 1981-05-22 JP JP56078536A patent/JPS602442B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57193610A (en) | 1982-11-29 |
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