JPS60203720A - Marine observation tower - Google Patents
Marine observation towerInfo
- Publication number
- JPS60203720A JPS60203720A JP59057204A JP5720484A JPS60203720A JP S60203720 A JPS60203720 A JP S60203720A JP 59057204 A JP59057204 A JP 59057204A JP 5720484 A JP5720484 A JP 5720484A JP S60203720 A JPS60203720 A JP S60203720A
- Authority
- JP
- Japan
- Prior art keywords
- mooring
- sea
- observation tower
- marine observation
- base
- 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
Links
Abstract
Description
【発明の詳細な説明】
本発明は海洋レジャー用海中展望塔に関し、さらに訂し
くは半浮遊係留式海中展望塔に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an underwater observation tower for marine leisure, and more particularly to a semi-floating moored underwater observation tower.
従来のWrj +t+ j<9塔は、海岸線海底に着底
させる構造体であり、これには次の問題点がある。The conventional Wrj +t+ j<9 tower is a structure that is placed on the bottom of the coastline, and has the following problems.
(1)着底型であるため、fI程底地盤改良工事が必要
であり、これには多大の費用と日数がかかる。(1) Since it is a bottom-mounted type, ground improvement work is required as much as fI, which requires a large amount of cost and time.
(2)地震対策が厳しく要求される。(2) Seismic countermeasures are strictly required.
(3)設置水深、場所がかなり限定される。(3) Installation depth and location are quite limited.
將に水深が深い所では、経済的にも成ひしえない。In areas where the water is extremely deep, it is impossible to achieve economic success.
(4)このため、Jhi岸線の水深の比較的浅い所での
1lti中生物しか展望できない。(4) For this reason, only 1lti meso-organisms can be observed at relatively shallow depths along the Jhi shoreline.
(5)−・μ設置すると、移動できないため、ドック入
りして維持、補修することができない。従って、耐久性
に要する初期投資額が大きい。(5) -・μ Once installed, it cannot be moved and therefore cannot be maintained or repaired by docking. Therefore, the initial investment required for durability is large.
本発明は−1−記欠点を数片した海中IN望塔を提供す
ることを目的とするもので、建造、設置−[費が安価で
、10工期に施工でき、設置0f能水域の制限がなく、
沖合の海洋生物の生jルを観察、展望することができる
海中11(9塔を提供するものである。The object of the present invention is to provide an underwater IN watchtower that overcomes several of the drawbacks listed in -1-. Without,
It provides 11 underwater towers (9 towers) where you can observe and view the life of marine life offshore.
上記l」的を達成するだめの本発明の要旨とするところ
は海底に設置した係留基礎に揺動自在に接合し、かつ、
複数の係留索鎖により、海中に位置保持された半浮遊体
からなることを特徴とする特111j−’<9塔にある
。The gist of the present invention is to achieve the above objective (1) by connecting the mooring foundation to a mooring foundation installed on the seabed in a swingable manner, and
A special 111j-'<9 tower is characterized by consisting of a semi-floating body held in position in the sea by a plurality of mooring lines.
以−ト、本発明の構成内容をIAによって説明する。Hereinafter, the configuration of the present invention will be explained using IA.
第1図は比較的水深の浅い、海岸線近くに設置した場合
?、第2図は比較的水深の深い沖合に設置した場合の実
施例を示す。Figure 1 shows the case where the water is relatively shallow and it is installed near the coastline. , FIG. 2 shows an embodiment where the system is installed offshore in relatively deep water.
第1図に示すように、ill+j中展望塔1は、而tr
+i20より上方のレストハウス15.11jj而20
の81)分の比較(+′I横m横面1面さい円本1.形
のj、、 ”?Iiコラム2、そのトの)I+3中21
の部分に位置する円錐および円筒の相合ぜ形状からなる
浮力タンク3 (1lllj中j工り留室)、そのド方
に設けたハラストクンク4、および内杆または円、11
1型の脚コラム5より成っており、最ト端をユニバーサ
ルジヨイント6にて係(へ′1ペース7に打切自在に結
合されて、浮力により概ね)Z、没姿坊を保つとバに、
浮力タンク3イ・j近を、複数の係留ライン9にて、複
数の方向に係留され、前後、左右に傾かないように保持
されている。As shown in Fig. 1, the observation tower 1 in ill+j is
Rest house above +i2015.11jj20
Comparison of 81) minutes (+'I width m side 1 side circular book 1. shape j,, ``?Ii column 2, that g) I + 21 in 3
A buoyancy tank 3 consisting of a conical and cylindrical interlocking shape located at the part of the tank 3, a buoyancy tank 3 provided on the side thereof, and an inner rod or circle, 11
It consists of a type 1 leg column 5, and the top end is connected to the universal joint 6 (it is connected to the base 7 so that it can be terminated at will, and is generally connected to the base 7 due to buoyancy). ,
The buoyancy tanks 3a and 3j are moored in a plurality of directions with a plurality of mooring lines 9, and are held so as not to tilt forward and backward and left and right.
!fカタンク3は海中展望室となるものであって、多数
の展望窓14を備える。レストハウス15と浮力タンク
3とは」一部コラム2によって連結されている。上部コ
ラム2は海面を横ジノるので、波浪によって海中展望塔
lが受ける影響を小さくするため、その断II′i1積
をできるだけ小さくするように配bLj して設計され
る。! The f-katank 3 serves as an underwater observation room and is equipped with a large number of observation windows 14. The rest house 15 and the buoyancy tank 3 are partially connected by the column 2. Since the upper column 2 moves horizontally on the sea surface, in order to reduce the influence of waves on the underwater observation tower 1, it is designed so that its section II'i1 product is made as small as possible.
海中j艮望格1への交通は、陸−1−から掛は渡された
渡り桟橋16を通ることにより行われ、1h)中展望塔
1内の海中展望室(浮力タンク)3へは、内部螺旋階段
13を通ってイjく。Access to the underwater observation deck 1 is via the pier 16 that spans from land-1 to the underwater observation room (buoyancy tank) 3 in the middle observation tower 1. Enter through the internal spiral staircase 13.
脚コラム50ド端を扛動自在に系留する係留ベース7は
、例えば海底にパイル打ちされたパイル8によって海底
に同定される。係留ベース7は、従来の海中Iyc望塔
と異なり、R易なノ、(礎でよl/1 。The mooring base 7, which movably anchors the end of the leg column 50, is identified on the seabed by, for example, a pile 8 driven into the seabed. Mooring base 7 is different from conventional underwater IYC watchtowers in that it is easy to construct (the foundation is 1/1).
従来の)i底型W+j中14(9塔の場合、設Wt海底
の地盤改良−[小が必要となるが、本実施例では、係留
ベース7の設置およびアンカーパイル12の打込みL二
、!lsのみで良く、大幅に海底に、ilzが簡略化さ
れることになる。Conventional) i-bottom type W + j medium 14 (in the case of 9 towers, installation Wt seabed ground improvement - [small is required, but in this example, installation of the mooring base 7 and driving of the anchor pile 12 L2,! Only ls is required, and ilz is greatly simplified to the bottom.
係留ジイン9は、先端が海底に打込まれたアンカーパイ
ル12に固定されており、他端は、海中部’:f!k
lに取伺けられたフェアリーダ10を通って、711j
面上のライン7トンパ11にて根止めされている。この
根[トめに代って係留ラインを]一部コラ1.2−1’
:に1没置したウィンチ(図示せず)に巻取っても良い
。The tip of the mooring gin 9 is fixed to an anchor pile 12 driven into the seabed, and the other end is in the seabed':f! k
711j through fairlead 10, which was interrogated by l.
It is anchored at line 7 tompa 11 on the surface. This root [mooring line in place of tome] part of cola 1.2-1'
: It is also possible to wind it up on a winch (not shown) that is installed in the same place.
’Jjrj中展望塔1は、それ自身lγカタンク3をイ
1し、F部にハラストタンク4および脚コラム5内に/
ヘテストを茄水することにより、係留ライン9がなくて
も、Ihi中で倒れることなく、常に直立しようとする
力か働き安定である。ただし、係留ライン9かないと、
風、潮流、波等の外力により、ユニバーサルジヨイント
部6を中心にして、釣合うところまで若[傾く。係留ラ
イン9は、この傾きを拘束するll的で設けている。'Jjrj middle observation tower 1 has lgamma tank 3 itself, harast tank 4 in F part and / in leg column 5.
By submerging the Hetest in water, even without the mooring line 9, it does not fall down in the Ihi and is stable due to the force that always tries to stand upright. However, without mooring line 9,
Due to external forces such as wind, currents, waves, etc., the universal joint part 6 is tilted until it is balanced. The mooring line 9 is provided in a shape that restrains this inclination.
本発明の海中jJ(9塔1はトンクインして補修したり
、または他の水域へ移設、il利用することができる9
このような場合には、係留ライン9を外し、ユニ・え−
サルショイント部6で海中展q1塔を係留ベース7から
切離すことにより容易に行うことができる。The underwater jJ of the present invention (9 towers 1 can be repaired by entering the tank, or can be moved to other water areas and used as an il)
In such a case, remove the mooring line 9 and
This can be easily done by separating the underwater expansion Q1 tower from the mooring base 7 at the salient point 6.
第2図は沖合に設置した場合の本発明の別の実施例であ
り、交通は浮桟橋19を利用し、渡し船にて行なう。FIG. 2 shows another embodiment of the present invention when installed offshore, and transportation is carried out by ferry using a floating pier 19.
第2図の実施例では、係留ベース7Jよパイル打ちせず
、自重で海底に固定しており、また、係留ラインもアン
カーパイルを打たす、把駐型アンカーを用いているが、
勿論第1図に示した比較的水深の浅い水域にて、このよ
うな構造を採用しても良い。In the embodiment shown in Fig. 2, the mooring base 7J is fixed to the seabed by its own weight without pile driving, and the mooring line also uses a holding type anchor with anchor pile driving.
Of course, such a structure may be adopted in the relatively shallow water area shown in FIG.
また上部コラム2は、その横断面積を海中部の浮力タン
クの横断面積よりできる限り小さくし、波浪による動揺
力を最少限にした構造とすることが好ましく、浮桟橋1
9の係留、人その他の昇降、送電、換気、給捕水その他
の必要設備を具備し、かつ構造的に許容される最少限の
断面とすることが好ましい。In addition, it is preferable that the cross-sectional area of the upper column 2 is made as small as possible than the cross-sectional area of the buoyancy tank in the underwater part, so that the upper column 2 has a structure that minimizes the shaking force caused by waves.
It is preferable that the vessel be equipped with 9 moorings, elevating people and others, power transmission, ventilation, water supply and collection, and other necessary facilities, and have the minimum structurally allowable cross section.
本発明は従来のJ威武でなく、゛1′;浮遊係留式11
g中JM望塔としているため、
(1)海底地盤改良[:小、地震対策等に従来多大の1
−費を要していたか、これ等が大幅に緩和される。The present invention is not the conventional J-weibu, but the floating mooring type 11
(1) Submarine ground improvement [: small, a large amount of conventional equipment for earthquake prevention etc.
- Costs that were previously required will be significantly reduced.
(2)経済的にも成1ンし得る。設置iif能水深が従
来より、犬1’i+iに深くてきるため、設置可能水域
か拡がる。(2) It is economically viable. Since the depth of water that can be installed is deeper than before, the water area where it can be installed is expanded to 1'i+i.
(3)このため、従来展望できなかった沖合海洋生物か
IJ(望できるようになると同時に、 IIIj岸線付
五線付近1すIY生物か多く生、臼、している海域に設
置できる可能P1か拡がる。(3) For this reason, it is now possible to see offshore marine life that was previously impossible to see. or spread.
(4)71υ底+:+Bが少なくなるので、環境へ′j
−える影響が少ない。(4) 71υ base +: +B decreases, so ′j to the environment
-Less negative impact.
(5)移動III能であるため、!−ツクイン補修かi
if能であると同時に稼動中、測水域への移転利用が1
1丁能である。(5) Because it is a movement III function! - Twin-in repair?
If it is functional and at the same time in operation, the transfer use to the survey area is 1
It is a Noh play.
:51図、第2図はそれぞれ本発明の実施例の側1川図
である。
l・・・’l1ri中展望塔 2・・・上部コラム3・
・・汀カタンク(JIii中展望室)4・・・パラスト
タンク 5・・・脚コラム6・・・ユニバーサルジヨイ
ント
7・・・係留ベース 8・・・パイル
9・・・係留ライン 10・・・フェアリータ1】・・
・ラインストンパ
12・・・アンカーパイル
13・・・螺旋階段 14・・・展望窓15・・・レス
トハウス 16・・・渡り桟橋19・・・浮桟橋 20
・・・’IM面21・・・11+j中
出願人 三井造船株式会社
代理人 弁理士 小杉佳男
ブ1゛理士 齋 藤 和 則51 and 2 are side views of the embodiment of the present invention, respectively. l...'l1ri middle observation tower 2...upper column 3.
・・Seaside tank (JIii middle observation deck) 4・・Palast tank 5・Leg column 6・Universal joint 7・Mooring base 8・Pile 9・Mooring line 10・・・Fairita 1]...
・Line Stomper 12... Anchor pile 13... Spiral staircase 14... Observation window 15... Rest house 16... Crossing pier 19... Floating pier 20
...'IM page 21...11+j Applicant Mitsui Engineering & Shipbuilding Co., Ltd. Agent Patent attorney Yoshio Kosugi B1 Physician Kazunori Saito
Claims (1)
かつ、複数の係留索鎖により、海中に位置保持された半
浮遊体からなることを特徴とする海中IA望塔。 2 lhi面部横断面積を海中部横断面積より小さく形
成した特許請求の範囲第1項に記載の半17M式&Ir
j中M望塔。[Scope of Claims] l A mooring foundation installed at the bottom of the Wrj is swingably connected to the mooring foundation,
An underwater IA watchtower characterized by comprising a semi-floating body held in position underwater by a plurality of mooring cables. 2. The semi-17M type &Ir according to claim 1, in which the cross-sectional area of the lhi surface is smaller than the cross-sectional area of the underwater part.
J Middle M Watchtower.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59057204A JPS60203720A (en) | 1984-03-27 | 1984-03-27 | Marine observation tower |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59057204A JPS60203720A (en) | 1984-03-27 | 1984-03-27 | Marine observation tower |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60203720A true JPS60203720A (en) | 1985-10-15 |
Family
ID=13048964
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59057204A Pending JPS60203720A (en) | 1984-03-27 | 1984-03-27 | Marine observation tower |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60203720A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05148857A (en) * | 1991-11-29 | 1993-06-15 | Masateru Niimura | Underwater building |
US6998729B1 (en) | 2000-03-17 | 2006-02-14 | Aloys Wobben | Wind energy plant having an observation platform |
CN105113508A (en) * | 2015-09-11 | 2015-12-02 | 中交公路长大桥建设国家工程研究中心有限公司 | Positioning, sinking and controlling system for large-scale bridge deepwater prefabricated foundation |
-
1984
- 1984-03-27 JP JP59057204A patent/JPS60203720A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05148857A (en) * | 1991-11-29 | 1993-06-15 | Masateru Niimura | Underwater building |
US6998729B1 (en) | 2000-03-17 | 2006-02-14 | Aloys Wobben | Wind energy plant having an observation platform |
CN105113508A (en) * | 2015-09-11 | 2015-12-02 | 中交公路长大桥建设国家工程研究中心有限公司 | Positioning, sinking and controlling system for large-scale bridge deepwater prefabricated foundation |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5722797A (en) | Floating caisson for offshore production and drilling | |
US4434741A (en) | Arctic barge drilling unit | |
JP5301929B2 (en) | Towing and installation of tension mooring bodies and tension mooring bodies | |
US8662000B2 (en) | Stable offshore floating depot | |
US4627767A (en) | Mobile sea barge and platform | |
CN1052696C (en) | Buoyant platform | |
US4813815A (en) | Buoyant, elastically tethered articulated marine platform | |
US4666341A (en) | Mobile sea barge and plateform | |
US20120093589A1 (en) | Foundation support system for an offshore wind energy convertor, corresponding to an offshore wind power generating facility | |
KR102252117B1 (en) | Submarine base structure and its installation method | |
CN101400568B (en) | Mooring system | |
NO831427L (en) | OFFSHORE OIL DRILLING CONSTRUCTION. | |
JP2004036517A (en) | Water-surface wind power generation device | |
US4609306A (en) | Ice-breaking off-shore drilling and production structure | |
JPS60203720A (en) | Marine observation tower | |
AU686061B2 (en) | Floating caisson for offshore drilling | |
JP2002285952A (en) | Floating type foundation structure for marine wind power generation | |
JP2018203195A (en) | Floating body for maritime construction | |
CN115067251A (en) | Deep water aquaculture net cage with floating pipe frame structure and construction method thereof | |
Mitchell | ON SUBMARINE FOUNDATIONS; PARTICULARLY THE SCREW PILE AND MOORINGS. | |
JPS59145688A (en) | Launching/grounding system for vessel and ocean structure | |
JPH0410923B2 (en) | ||
JP2021151799A (en) | Assembly device and assembling method for floating body type on-water structure | |
RU2001109786A (en) | Sea ice-resistant floating platform and method of its operation | |
KR101370525B1 (en) | Gravity Based Offshore Structure Using Neutral Buoyancy and Construction Method of the Same |