JPH0327113Y2 - - Google Patents

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Publication number
JPH0327113Y2
JPH0327113Y2 JP1985191989U JP19198985U JPH0327113Y2 JP H0327113 Y2 JPH0327113 Y2 JP H0327113Y2 JP 1985191989 U JP1985191989 U JP 1985191989U JP 19198985 U JP19198985 U JP 19198985U JP H0327113 Y2 JPH0327113 Y2 JP H0327113Y2
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JP
Japan
Prior art keywords
main body
buoyancy
leg
tank
water
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Expired
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JP1985191989U
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Japanese (ja)
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JPS6299691U (en
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Priority to JP1985191989U priority Critical patent/JPH0327113Y2/ja
Publication of JPS6299691U publication Critical patent/JPS6299691U/ja
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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、水中歩行作業台に関し、特にその浮
上、潜水、着底および歩行時の安定性を保持する
ための安定構造をそなえた水中歩行作業台に関す
る。
[Detailed description of the invention] [Field of industrial application] The present invention relates to an underwater walking workbench, and in particular, an underwater walking workbench equipped with a stable structure to maintain stability during ascent, diving, landing on the bottom, and walking. Regarding the workbench.

〔従来の技術〕[Conventional technology]

従来の水中歩行作業台としては、第7図に示す
ようなものがあり、浮力タンクVは本体を構成
する強度部材とは別個に付加されている。
As a conventional underwater walking workbench, there is one shown in FIG. 7, in which a buoyancy tank V is added separately from the strength member constituting the main body.

また第8図に示すとおり、作業台の水底への着
底の際には、クレーン船にて吊り下げた状態
で、浮力タンクへ注水して沈めることが行なわれ
ている。
Further, as shown in FIG. 8, when the workbench lands on the bottom of the water, it is suspended by a crane ship and water is poured into a buoyancy tank to sink it.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

ところで、前述のような従来の水中歩行作業台
では、浮力タンクが本体の強度部材とは別個
に付加されているので、同浮力タンクは強度部
材としての機能をもたず、また作業台単独では、
その浮上、潜水、着底時に十分な安定性を保持す
ることができなくて、クレーン船等の支援を必要
とするという問題点がある。
By the way, in the conventional underwater walking work platform as described above, the buoyancy tank is added separately from the strength member of the main body, so the buoyancy tank does not have the function as a strength member, and the work platform alone cannot be used. ,
There is a problem in that sufficient stability cannot be maintained during ascent, diving, and landing on the bottom, and support from a crane ship or the like is required.

本考案は、このような問題点の解決をはかろう
とするもので、クレーン船等の支援設備を用いな
くとも、安全に浮上、着底を行なえる安定構造型
水中歩行作業台を提供することを目的としてい
る。
The present invention aims to solve these problems by providing a stable underwater walking platform that can float up and land safely without the use of support equipment such as a crane ship. It is an object.

すなわち、従来本体のフレーム構造とは別個に
単なる浮力調整用に付加されていた浮力タンク
を、本体構造の一部に適切に組込むことにより、
同浮力タンクに、構造強度部材としての機能と、
浮上、潜水、着底時の安定性を保持する機能との
双方を持たせることを目的とするものである。
In other words, by appropriately incorporating the buoyancy tank, which was previously added simply for buoyancy adjustment separately from the main body frame structure, into a part of the main body structure,
The same buoyancy tank has a function as a structural strength member,
The purpose is to have the function of maintaining stability during ascent, diving, and landing on the bottom.

〔問題点を解決するための手段〕[Means for solving problems]

このため、本考案の安全構造型水中歩行作業台
は、互いに直角に交叉する2個の本体と、こられ
2個の本体の交叉部に装着されて両本体の縦方向
および横方向への相対駆動を行ないうるキヤリア
と、上記2個の本体のそれぞれに装着されて下方
への突出および上方への引込みを行ないうる脚柱
とで構成された水中歩行作業台において、上記2
個の本体の少なくとも一方の本体における両側部
に、それぞれ注排水可能の脚荷水タンクが一体に
設けられるとともに、これらの脚荷水タンクの上
部に、それぞれ上記脚荷水タンクとは別区画の浮
力タンクが、上記本体の強度部材として一体に装
備さていることを特徴としている。
For this reason, the safe structured underwater walking work platform of the present invention has two main bodies that intersect at right angles to each other, and is attached to the intersection of these two main bodies so that the two main bodies are vertically and horizontally relative to each other. In the underwater walking work platform, the above-mentioned 2.
Leg water tanks that can be filled with water are integrally provided on both sides of at least one of the main bodies, and at the top of these leg water tanks, there are separate compartments from the leg water tanks. It is characterized in that a buoyancy tank is integrally provided as a strength member of the main body.

〔作用〕[Effect]

上述の本考案の安定構造型水中歩行作業台で
は、浮上時に全脚荷水タンクが空槽とされ、浮力
タンクの作用と相まつて十分な浮力が保たれる。
In the above-mentioned stable underwater walking platform of the present invention, the water tank for all legs is empty during surfacing, and sufficient buoyancy is maintained together with the action of the buoyancy tank.

また着底過程では脚荷水タンクへの注水が適宜
行なわれて、安定した姿勢の保持が行なわれる
が、着底後は各脚荷水タンクへ十分に注水され、
所要の脚柱反力を持たせることで、作業時や歩行
時における本体の安定が維持される。
In addition, during the process of landing on the bottom, water is poured into the water tanks of the legs as appropriate to maintain a stable posture.
By providing the necessary column reaction force, the stability of the main body is maintained during work and walking.

〔実施例〕〔Example〕

次に本考案の実施例について詳細に説明する
と、第1,2,3図に本考案による水中歩行作業
台が示されており、互いに直角に交叉する2個の
本体と本体とは、X−Yキヤリアにて本体
の桁−2と本体の梁−2とを連結され、
作業または歩行のため、図示しない前後方向およ
び左右方向の各油圧シリンダによりキヤリアを
介して前後および左右に移動可能となつている。
そして、後述の作用を行なう脚柱−4,−4
が、この作業台の歩行時にそれぞれ本体,に
おいて下方への突出および上方への引込みを行な
えるように装着されている。
Next, an embodiment of the present invention will be described in detail. Figures 1, 2, and 3 show an underwater walking work platform according to the present invention. The girder-2 of the main body and the beam-2 of the main body are connected by the Y carrier,
For work or walking, it can be moved back and forth and left and right via a carrier by means of hydraulic cylinders (not shown) in the front and rear directions and in the left and right directions.
And pillars -4, -4 that perform the functions described below.
The main body is attached so that it can be protruded downward and retracted upward when the workbench is walked.

図示しない浚渫機械等の作業機器は、本実施例
においては、本体上に搭載される。
In this embodiment, work equipment such as a dredging machine (not shown) is mounted on the main body.

第1図、第2図および第3図に示すとおり、本
体に対し側脚荷水タンク−1a、央脚荷水タ
ンク−1bおよび浮力タンク−1cを配置
し、本体に対し浮力タンク−1を配置する。
As shown in Figures 1, 2, and 3, side leg cargo water tank-1a, center leg cargo water tank-1b, and buoyancy tank-1c are arranged on the main body, and buoyancy tank-1 is arranged on the main body. Deploy.

浮上時には、全脚荷水タンクは空槽とし、第4
図、第4a図および第4b図の状態となる。
When ascending, all the cargo water tanks are empty and the fourth tank is empty.
The state shown in FIG. 4A and FIG. 4B is obtained.

着底過程は第5a図および第5b図に示すとお
り、央脚荷水タンク−1bに全量注水するとと
もに、側脚荷水タンク−1aに一部注水すれ
ば、安定した姿勢の保持が行なえる。
As shown in Figures 5a and 5b, during the landing process, a stable posture can be maintained by pouring all the water into the central landing gear tank 1b and partially filling the side landing gear tank 1a. .

着底後は、側脚荷水タンク−1aに全量注水
し、必要な脚柱反力Rを持たせることで作業時や
歩行時に本体,が第6図の状態においても安
定を維持する。
After landing on the bottom, the entire amount of water is poured into the side leg water tank 1a to provide the necessary leg column reaction force R, so that the main body maintains stability even in the state shown in FIG. 6 during work or walking.

本体は、作業用フレームとしての機能をもつ
ものであつて、次のようになつている。
The main body functions as a working frame and is constructed as follows.

(1) 側脚荷水タンク−1aは、本体の両側部
に対称に且つ本体と一体に設けられており、
これにより構造強度を与えるとともに、浮上時
の安定性、浮力、潜水時の脚荷水注入、着底時
の水中荷重を与えるためのものである。
(1) The side leg cargo water tank-1a is provided symmetrically on both sides of the main body and integrally with the main body,
This provides structural strength, stability and buoyancy during ascent, leg water injection during diving, and underwater load when landing on the bottom.

(2) 央脚荷水タンク−1bは、桁−2ととも
に、側脚荷水タンク間を固着するとともに、浮
上時の浮力、潜水時の脚荷水注入、着底時の水
中荷重を与えるものである。
(2) The central landing gear tank-1b, along with the girder-2, fixes the space between the side landing gear tanks and provides buoyancy during ascent, water injection during diving, and underwater load when landing on the bottom. It is.

(3) 浮力タンク−1cは、本体のための強度
部材となるように側脚荷水タンクとともに、一
体構造とし、潜水時の安定性を与えるととも
に、浮上時の予備浮力として安全性を高めるも
のである。
(3) The buoyancy tank-1c is an integral structure with the side leg cargo water tank to serve as a strength member for the main body, providing stability during diving, and increasing safety as preliminary buoyancy during ascent. It is.

(4) 桁−2は、側脚荷水タンク間を固着し、X
−Yキヤリアを介して本体とも連結する本
体の主要構造部材であつて、この桁−2の
内部をも央脚荷水タンク−1bの一部とする
こともできる。
(4) Girder-2 is fixed between the side landing gear tanks and
-It is a main structural member of the main body that is also connected to the main body via the Y carrier, and the inside of this girder-2 can also be made a part of the central leg water tank-1b.

(5) 脚箱−3は、脚柱−4を収容する箱であ
つて、図示しない油圧シリンダを内蔵し、脚柱
を伸縮する。
(5) The leg box-3 is a box that accommodates the leg column-4, and has a built-in hydraulic cylinder (not shown) to extend and retract the leg column.

(6) 作業時には、本体の脚柱−4を接地し、
本体の脚柱−4は引込めておく。
(6) When working, ground the pillar-4 of the main unit,
Retract the pillar 4 of the main body.

そして、前後・左右に歩行する際には、脚柱
−4,−4を交互に接地させる。
When walking forwards and backwards and left and right, the pillars -4 and -4 are alternately brought into contact with the ground.

次に、本体は、移動用フレームであつて、作
業機器は、本体に搭載されている。
Next, the main body is a moving frame, and the working equipment is mounted on the main body.

(1) 浮力タンク−1は、浮上時の縦安定性を得
るため必要に応じ設けるものであり、本体の
強度メンバーとしては特に寄与しない。潜水時
安定性も浮力タンク−1cで代替できるが、
潜水時に特に問題となる重心や浮心の調整のた
めには、固定バラストを設けることにより、こ
の浮力タンク−1を設ける方が、平面上およ
び側面上の浮心調整を同時に実施できるゆえ好
ましい。
(1) Buoyancy tank-1 is provided as necessary to obtain longitudinal stability during levitation, and does not particularly contribute to the strength of the main body. Buoyancy tank-1c can also be used for stability during diving, but
In order to adjust the center of gravity and the center of buoyancy, which are particularly problematic during diving, it is preferable to provide the buoyancy tank-1 with a fixed ballast because the center of buoyancy on the plane and on the side can be adjusted at the same time.

(2) 梁−2は、本体の主要構造部材であつ
て、X−Yキヤリアを介して本体の桁−
2と連結している。
(2) Beam-2 is the main structural member of the main body, and is connected to the girder of the main body via the X-Y carrier.
It is connected to 2.

第1図において、桁−2に対し梁−2の
前後への張出し量は、移動または歩行ストロー
クにより決定される。また、梁−2の側脚荷
水タンク−1aとの間隔は左右方向の移動や
歩行ストロークにより決定される。
In FIG. 1, the amount by which the beam 2 extends forward and backward relative to the girder 2 is determined by the movement or walking stroke. Further, the distance between the beam 2 and the side leg water tank 1a is determined by the movement in the left and right direction and the walking stroke.

(3) 脚箱−3の用途は、本体における脚箱
−3と同じであり、脚柱−4を収容し、図示
しない油圧シリンダで脚柱−4を伸縮する。
(3) The purpose of the leg box-3 is the same as that of the leg box-3 in the main body, and it accommodates the leg column-4 and expands and contracts the leg column-4 with a hydraulic cylinder (not shown).

(4) 脚柱−4は、作業時には引込めておかれ、
歩行時には脚柱−4と共に用いられて、交互
に接地される。
(4) Pillar-4 is retracted during work;
When walking, it is used together with the pillar-4 and is alternately grounded.

本考案の水中歩行作業台の安定構造では、浮上
時に、第4図および第4a,4b,4c,4d図
を参照して、海面(水線面)での本体の形状は、
第4図に示すとおりであり、安定性の評価は縦
(X軸方向)および横(Y軸方向)方向に対し、
浮体の安定性理論に基づき、次のようになる。
In the stable structure of the underwater walking work platform of the present invention, when floating, the shape of the main body at the sea surface (water line surface) is as follows, with reference to FIG. 4 and FIGS. 4a, 4b, 4c, and 4d.
As shown in Figure 4, the stability was evaluated in the vertical (X-axis direction) and horizontal (Y-axis direction) directions.
Based on the theory of stability of floating bodies, it is as follows.

(1) Y−Y軸(縦方向中性軸)に対する水線面積
の慣性モーメントおよび本作業台全体の水線面
下容積から第4b図のLBM′(縦方向における
浮心上のメタセンター高さ)が求まり、一方、
重心高さ(KG)、浮心高さ(KB)から
GM′(重心上の縦メタセンター高さ)が決ま
る。
(1) From the moment of inertia of the water line area with respect to the Y-Y axis (longitudinal neutral axis) and the volume below the water line of the entire workbench, calculate LBM' (height of the metacenter above the center of buoyancy in the longitudinal direction) in Figure 4b. ) is found, and on the other hand,
From center of gravity height (KG) and center of buoyancy height (KB)
GM′ (vertical metacenter height above the center of gravity) is determined.

本体の浮力タンク−1は浮力の目的よ
り、むしろ浮上時の縦方向の安定性のために設
けるものである。
The buoyancy tank 1 on the main body is provided for longitudinal stability during levitation rather than for buoyancy.

(2) X−X軸(横方向の中性軸)に対する(1)項と
同じ理論からGM(重心上の横メタセンター高
さ)が決まる。
(2) The GM (lateral metacenter height above the center of gravity) is determined from the same theory as in (1) for the X-X axis (lateral neutral axis).

(3) 浮上時の安定性は、重心Gが浮心Bよりも高
い位置であつても、GM′およびGMが正の値で
あれば安定となる。
(3) Stability during levitation is stable even if the center of gravity G is higher than the center of buoyancy B if GM' and GM are positive values.

次に、潜水降下時(地切上昇時も同じ)の水
中での安定性については、第5a図、第5b図
および第5c図を参照して、第5c図に示すと
おり、重心Gが浮心Bより低い位置にあること
(KB>KG)が必要であり、また水平姿勢の維
持のためには、鉛直平面上において重心点およ
び浮心点が同一鉛直線上にあつて、重量W′が
浮力B′以上であることが必要であり、以下の
ようになる。
Next, regarding stability in water during diving descent (same as when ascending from ground level), referring to Figures 5a, 5b, and 5c, as shown in Figure 5c, the center of gravity G is floating. It is necessary that the center of gravity be at a lower position than center B (KB > KG), and in order to maintain a horizontal posture, the center of gravity and the center of buoyancy must be on the same vertical line on the vertical plane, and the weight W' must be The buoyancy force must be greater than B', as shown below.

(4) 央脚荷水タンク−1bへの全量注水で重心
を下げ、予備浮力を減少させる。(第5a図参
照) なお、第5a図中のタンク−1b内の破線
は注水を示しており、以下同様とする。
(4) Full injection of water into the center landing gear tank-1b lowers the center of gravity and reduces reserve buoyancy. (See Figure 5a) In addition, the broken line in the tank 1b in Figure 5a indicates water injection, and the same applies hereinafter.

(5) 4項のみではW′≧B′(重量>浮力)および
KB>KGが成立しないならば、第5b図のと
おり、側脚荷水タンク−1aに部分注水す
る。これによる重心を下げる効果は、図示の例
のタンク配置においては顕著である。
(5) With only term 4, W′≧B′ (weight > buoyancy) and
If KB>KG does not hold, water is partially poured into the side landing gear water tank-1a as shown in Figure 5b. This effect of lowering the center of gravity is remarkable in the illustrated tank arrangement.

(6) 側脚荷水タンク−1aの上部に設けられる
浮力タンク−1cの目的はこの潜水降下また
は上昇時の浮心Bを高くして姿勢の安定をはか
るために設けるものであり、脚荷水タンクとは
別区画として安全性を高めるものとする。断面
形状は丸型や四角型にこだわらないが、最も軽
量構造(重心を上げず浮心を高くするため)と
するため、図示の例では丸型とし、下部半円は
側脚荷水タンクの上蓋を兼ねる構造としてあ
る。さらに、着底作業・歩行時には、第6図お
よび第6a図を参照して説明すると、第6図は
本体,の関係が安定上最悪のケースの1例
を示し、第6a図はその断面を示して、本体
の脚柱−4が海底に接している状態を示して
おり、その作用は以下のようになる。
(6) The purpose of the buoyancy tank 1c installed at the top of the side landing gear tank 1a is to raise the center of buoyancy B during diving descent or ascent to stabilize the stance. It will be separated from the water tank to improve safety. The cross-sectional shape does not have to be round or square, but in order to achieve the lightest structure (to raise the center of buoyancy without raising the center of gravity), the example shown is round, and the lower semicircle is the shape of the side leg water tank. It has a structure that also serves as an upper lid. Furthermore, during bottom landing work and walking, explanation will be given with reference to Fig. 6 and Fig. 6a. Fig. 6 shows an example of the worst case in terms of stability of the relationship between the main body and Fig. 6a, and Fig. 6a shows its cross section. The figure shows a state in which the main body's pedestal 4 is in contact with the seabed, and its action is as follows.

(7) 着底後、側脚荷水タンク−1aに全量注水
し、所定の脚荷重を与える。
(7) After landing on the bottom, fill the side leg water tank-1a with all the water and apply the specified leg load.

(8) 本体の自重と脚荷水重量の合計が本体の
浮力(浮力タンク−1cの浮力を含む)とバ
ランスすれば、第6a図のW1は実質零となり、
フレーム移動による転倒防止モーメントの変動
は発生しない。
(8) If the total weight of the main body and the water weight of the legs is balanced with the buoyancy of the main body (including the buoyancy of the buoyancy tank-1c), then W 1 in Figure 6a becomes essentially zero,
The fall prevention moment does not change due to frame movement.

(9) 第6a図において脚荷水を含めた作業台全重
量がW1+W2であり、浮力B′との関係は、 W1+W2>B′ …(i) であつて、(W1+W2−B′)が水中重量となり、
脚柱反力はこの水中重力により定まる。
(9) In Figure 6a, the total weight of the workbench including the leg water is W 1 + W 2 , and the relationship with the buoyant force B' is W 1 + W 2 >B'...(i), (W 1 +W 2 −B′) is the weight in water,
The column reaction force is determined by this underwater gravity.

潮流等の外力Fによる転倒モーメントはF×h
であり本体,各々の水中重量の作用点と脚柱
間距離を各々l1,l2とすれば、 (W1+l1)+(W2+l2)>F×h…(ii) の成立が必要であり、また要求される脚柱反力R
は、経験上または実験で求められる。
The overturning moment due to external force F such as tidal current is F×h
If the main body, the point of action of each underwater weight and the distance between the pillars are l 1 and l 2 respectively, then (W 1 + l 1 ) + (W 2 + l 2 ) > F×h...(ii) holds. is necessary, and the required pillar reaction force R
is determined empirically or experimentally.

すなわち、静摩擦係数μにより R×μ>F …(iii) が成立することで決まる。 In other words, by the static friction coefficient μ R×μ>F…(iii) It is determined when the

(10) (8)項で述べたとおり、図示の例ではW2・l2
が一定であり、W1・l1の変動が少ないので、
作業時や歩行時の安定性を定常的に維持でき
る。側脚荷水タンク−1aの容積は、要求さ
れる脚柱反力RがW2(本体の水中荷重)で得
られるならば、(8)項の条件を満たすことが望ま
しい。
(10) As mentioned in section (8), in the example shown, W 2・l 2
is constant and there is little variation in W 1・l 1 , so
Stability can be constantly maintained when working or walking. It is desirable that the volume of the side leg water tank-1a satisfies the condition (8) if the required column reaction force R can be obtained by W2 (underwater load of the main body).

〔考案の効果〕[Effect of idea]

(1) 水中歩行作業台における2個の本体の少なく
とも一方の両側部に、それぞれ注排水可能の脚
荷水タンクが一体に設けられるとともに、これ
らの脚荷水タンクの上部に、それぞれ上記脚荷
水タンクとは別区画の浮力タンクが、上記本体
の強度部材として一体に装備されているので、
十分な強度を維持しながら、上記脚荷水タンク
への注排水にて、浮上時、潜水時および着底時
に、安定姿勢を維持することができる。
(1) Leg water tanks that can be filled and drained are integrally provided on both sides of at least one of the two main bodies of the underwater walking work platform, and the above-mentioned leg water tanks are installed above each of these leg water tanks. A buoyancy tank separate from the water tank is integrated into the main body as a strength member, so
While maintaining sufficient strength, it is possible to maintain a stable posture during ascent, diving, and landing on the bottom by pouring water into the leg water tank.

(2) 海底での作業・歩行時の安定度の変動が少な
い。
(2) There is little variation in stability when working or walking on the seabed.

(3) 上記(1)項によりクレーン船等の援助がなくて
も、浮上および着底が可能になる。
(3) Paragraph (1) above makes it possible to surface and land on the bottom without the assistance of a crane ship, etc.

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

第1図は本考案の一実施例としての安定構造型
水中歩行作業台のフレーム構造およびタンク配置
を示す平面図、第2図は第1図のL−L′矢視図、
第3図は第1図のT−T′矢視図、第4図は上記
作業台の浮上時の水線面に沿う平面図、第4a図
は第4図のX−X断面図、第4b図は上記作業台
の縦安定性の説明図、第4c図は第4図のY−Y
断面図、第4d図は上記作業台の横安定性の説明
図、第5a図は第4a図に対応させて潜水状態を
示す断面図、第5b図は第4c図に対応させて潜
水状態を示す断面図、第5c図は上記作業台の潜
水時における安定性の説明図、第6図は上記作業
台の作業・歩行時の平面図、第6a図は上記作業
台の作業歩行時の安定性の説明図であり、第7,
8図は従来の水中歩行作業台を示すもので、第7
図はその側面図であり、第8図はその潜水・着底
手段を示す説明図である。 ……本体、−1a……側脚荷水タンク、
−1b……央脚荷水タンク、−1c……浮力タ
ンク、−2……桁、−3……脚箱、−4…
…脚柱、……本体、−1……浮力タンク、
−2……梁、−3……脚箱、−4……脚柱、
……X−Yキヤリア、……本体、……浮力
タンク、……クレーン船。
Fig. 1 is a plan view showing the frame structure and tank arrangement of a stable underwater walking work platform as an embodiment of the present invention; Fig. 2 is a view taken along the line L-L' in Fig. 1;
3 is a view taken along the line T-T' in FIG. 1, FIG. 4 is a plan view taken along the water line when the workbench is floating, and FIG. Figure 4b is an explanatory diagram of the vertical stability of the workbench, and Figure 4c is Y-Y in Figure 4.
4d is an explanatory diagram of the lateral stability of the workbench, FIG. 5a is a sectional view showing the submerged state in correspondence with FIG. 4a, and FIG. 5b is a sectional view showing the submerged state in correspondence with FIG. 4c. Figure 5c is an explanatory diagram of the stability of the workbench during diving, Figure 6 is a plan view of the workbench during work and walking, and Figure 6a is an illustration of the stability of the workbench during work and walking. It is an explanatory diagram of sex, and the seventh
Figure 8 shows a conventional underwater walking work platform.
The figure is a side view thereof, and FIG. 8 is an explanatory diagram showing its diving/bottom landing means. ... Main body, -1a ... Side leg water tank,
-1b...Center leg water tank, -1c...Buoyancy tank, -2...Girder, -3...Leg box, -4...
...Pillar, ...Main body, -1 ...Buoyancy tank,
-2...beam, -3...leg box, -4...pedestal,
...X-Y carrier, ...body, ...buoyancy tank, ...crane ship.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 互いに直角に交叉する2個の本体と、これら2
個の本体の交叉部に装着されて両本体の縦方向お
よび横方向への相対駆動を行ないうるキヤリア
と、上記2個の本体のそれぞれに装着されて下方
への突出および上方への引込みを行ないうる脚柱
とで構成された水中歩行作業台において、上記2
個の本体の少なくとも一方の本体における両側部
に、それぞれ注排水可能の脚荷水タンクが一体に
設けられるとともに、、これらの脚荷水タンクの
上部に、それぞれ上記脚荷水タンクとは別区画の
浮力タンクが、上記本体の強度部材として一体に
装備されていることを特徴とする、安定構造型水
中歩行作業台。
Two bodies that intersect each other at right angles, and these two
A carrier that is attached to the intersection of the two bodies and can drive the two bodies relative to each other in the vertical and horizontal directions, and a carrier that is attached to each of the two bodies to project downward and retract upward. In the underwater walking workbench configured with a water column, the above 2.
Leg water tanks that can be filled and drained are integrally provided on both sides of at least one of the main bodies, and separate compartments from the leg water tanks are provided above the leg water tanks. A stable structured underwater walking work platform, characterized in that a buoyancy tank is integrally installed as a strength member of the main body.
JP1985191989U 1985-12-13 1985-12-13 Expired JPH0327113Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985191989U JPH0327113Y2 (en) 1985-12-13 1985-12-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985191989U JPH0327113Y2 (en) 1985-12-13 1985-12-13

Publications (2)

Publication Number Publication Date
JPS6299691U JPS6299691U (en) 1987-06-25
JPH0327113Y2 true JPH0327113Y2 (en) 1991-06-12

Family

ID=31146646

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985191989U Expired JPH0327113Y2 (en) 1985-12-13 1985-12-13

Country Status (1)

Country Link
JP (1) JPH0327113Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011149151A (en) * 2010-01-19 2011-08-04 Okimoto Tamada Submarine underground survey excavator

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5149563A (en) * 1974-10-25 1976-04-28 Nippon Rensui Kk Riguninganjuhaisui no shorihoho

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4856801U (en) * 1971-10-28 1973-07-20
JPS5634035Y2 (en) * 1978-08-31 1981-08-12
JPS56121784U (en) * 1980-02-15 1981-09-17

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5149563A (en) * 1974-10-25 1976-04-28 Nippon Rensui Kk Riguninganjuhaisui no shorihoho

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011149151A (en) * 2010-01-19 2011-08-04 Okimoto Tamada Submarine underground survey excavator

Also Published As

Publication number Publication date
JPS6299691U (en) 1987-06-25

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