JPS641916Y2 - - Google Patents

Info

Publication number
JPS641916Y2
JPS641916Y2 JP7178184U JP7178184U JPS641916Y2 JP S641916 Y2 JPS641916 Y2 JP S641916Y2 JP 7178184 U JP7178184 U JP 7178184U JP 7178184 U JP7178184 U JP 7178184U JP S641916 Y2 JPS641916 Y2 JP S641916Y2
Authority
JP
Japan
Prior art keywords
work
floor
barge
concrete structure
water
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
Application number
JP7178184U
Other languages
Japanese (ja)
Other versions
JPS60182300U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP7178184U priority Critical patent/JPS60182300U/en
Publication of JPS60182300U publication Critical patent/JPS60182300U/en
Application granted granted Critical
Publication of JPS641916Y2 publication Critical patent/JPS641916Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は昇降床式作業台船に関する。[Detailed explanation of the idea] (Industrial application field) The present invention relates to an elevating floor type work barge.

(従来技術) 水底にコンクリート構造物を構築する場合、第
4図、第5図に示すように、コンクリート構造物
構築用の作業台船1′を用いている。すなわち、
この作業台船1′はフロート部2′および作業床
3′の下方に設けられたバラストタンク7′を備え
ており、安定した状態で作業を行うべく、これら
のバラストタンク7′内およびフロート部2′に荷
重水Wを注入し、作業台船1′に作用する浮力を
打ち消して作業台船1′を製作マウンド8′に着底
させて固定した後、作業床3′上でコンクリート
構造物9′を築造している。
(Prior Art) When constructing a concrete structure on the bottom of the water, a work barge 1' for constructing the concrete structure is used, as shown in FIGS. 4 and 5. That is,
This work barge 1' is equipped with a float part 2' and a ballast tank 7' provided below the work floor 3'.In order to perform work in a stable condition, the inside of these ballast tanks 7' and the float part are Load water W is injected into 2' to cancel the buoyant force acting on the work barge 1', and after the work barge 1' is fixed to the bottom of the production mound 8', the concrete structure is placed on the work floor 3'. 9' is being built.

そして、コンクリート構造物9′完成後は内部
に注水された荷重水Wを全部排水させて浮力を生
ぜしめ、コンクリート構造物9′を乗せたまま作
業台船1′を浮上させ進水場まで曳船(図示せず)
で曳航する。しかして、進水場で再びバラストタ
ンク7′内およびフロート部2′に荷重水Wを注入
して作業台船1′を海底に着底させて作業床3′か
らコンクリート構造物9′を分離して浮上させ、
所定の置場まで曳航するなどしている。
After the concrete structure 9' is completed, all the load water W poured into the interior is drained to create buoyancy, and the work barge 1' is floated with the concrete structure 9' on board and towed to the launching site. (not shown)
Towed by. Then, at the launching site, load water W is again injected into the ballast tank 7' and the float part 2', the work barge 1' is brought to the bottom of the seabed, and the concrete structure 9' is separated from the work floor 3'. and float it to the surface,
They are towing it to a designated storage location.

しかるに、従来の作業台船1′においては内部
に注水する荷重水Wの容量が一定であるため、干
満潮位差の大きい地域で作業する場合、干潮時に
は製作マウンド8′に着底しているが満潮時には、
第6図に示すように、浮力が増加して作業台船
1′全体重量より大となり、作業台船1′が浮き上
つてしまい作業台船1′を製作マウンド8′に固定
できず、施工時の風浪・進入波による作業台船
1′の浮沈・移動・傾斜・衝撃等の影響により、
作業床3′の上での作業に支障を来す場合がしば
しばあるという欠点があつた。
However, in the conventional work barge 1', the capacity of the load water W injected into the interior is constant, so when working in an area with a large tidal level difference, the barge reaches the bottom of the production mound 8' at low tide. At high tide,
As shown in Fig. 6, the buoyant force increases and becomes larger than the entire weight of the work barge 1', causing the work barge 1' to float up, making it impossible to fix the work barge 1' to the production mound 8', which prevents construction work. Due to the effects of ups and downs, movement, inclination, impact, etc. of the work barge 1' due to wind waves and incoming waves,
This has the disadvantage that it often interferes with work on the work floor 3'.

(考案の目的) 本考案は上記の点に鑑み提案されたもので、そ
の目的とするところは、作業床を昇降可能にし、
荷重水の注水量を必要に応じ増減して調整できる
ようにしたことにより、干満潮位差の大きい地域
での作業においても作業台船の浮き上がりを防止
し安定した状態で作業を行うことのできる経済的
な昇降床式作業台船を提供することにある。
(Purpose of the invention) This invention was proposed in view of the above points, and its purpose is to make the work floor movable up and down,
By making it possible to increase or decrease the amount of loaded water injected as needed, it is economical and prevents the work barge from floating up, allowing work to be carried out in stable conditions even when working in areas with large tidal level differences. The purpose of this invention is to provide an elevating floor type work platform.

(考案の構成) 以下、図面に沿つて本考案を説明する。(Structure of the idea) The present invention will be explained below with reference to the drawings.

第1図ないし第3図は本考案の一実施例を示す
もので、これらの図中1は作業台船本体で、この
作業台船本体1の外周部にはフロート部2が設け
られている。3は作業台船本体1の上面中央部に
設けられた作業床で、この作業床3と船底4との
間には作業床3を必要に応じ昇降させるための作
業床昇降装置5が設けられている。すなわち、こ
の実施例では作業床昇降装置5は所定の間隔を介
し配列された多数の油圧式の昇降ジヤツキ5aか
らなり、そのロツド5bを伸長させることにより
作業床3を上方に持ち上げ、作業床5と船底4と
の間の荷重水注水容量を増加することができるよ
うに構成されている。この場合、作業床3外周部
3aはフロート部内壁部2aに対し適宜の手段で
摺動自在になつているとともに、液密手段が施さ
れ作業部に荷重水Wが入り込まないようになつて
いる。なお、6は桁材、7は作業床3の下に設け
られたバラストタンクである。
Figures 1 to 3 show an embodiment of the present invention. In these figures, 1 is a work barge main body, and a float part 2 is provided on the outer periphery of this work barge main body 1. . Reference numeral 3 denotes a work floor provided at the center of the upper surface of the work barge main body 1, and a work floor lifting device 5 is provided between the work floor 3 and the bottom 4 for raising and lowering the work floor 3 as necessary. ing. That is, in this embodiment, the work floor lifting device 5 consists of a large number of hydraulic lifting jacks 5a arranged at predetermined intervals, and by extending the rods 5b, the work floor 3 is lifted upward. The structure is such that the capacity for injecting load water between the vessel bottom 4 and the vessel bottom 4 can be increased. In this case, the outer circumferential portion 3a of the working floor 3 is made slidable by appropriate means against the inner wall portion 2a of the float portion, and is also provided with liquid-tight means to prevent the load water W from entering the working portion. . In addition, 6 is a girder material, and 7 is a ballast tank provided under the work floor 3.

次に本考案の動作を説明する。 Next, the operation of the present invention will be explained.

先ず、第1図に示すように、低水位時において
は特に作業床3を上昇させる必要はなく通常通り
の作業を行えば良い。一方、干満潮位差の大きい
場所で満潮時にフロート部2、バラストタンク7
内への荷重水Wの注入のみで作業台船1が浮き上
つてしまう場合には、第2図に示すように昇降ジ
ヤツキ5aを駆動して作業床3を上昇させる。そ
の後、作業床3下部への注水量を増加させ荷重水
Wを増やすことにより、作業台船1全体の重量を
大きくして浮力による浮き上がりを防いで製作マ
ウンド8上に作業船台本体1を着底させて確実に
固定安定させた後、その上でコンクリート構造物
(図示せず)を築造する。築造後は従来のように
フロート部2および作業床3下部への荷重水Wを
抜き取り、作業台船1を水上に浮かせ進水場まで
移動した後、作業台船1を水中に沈めることによ
りコンクリート構造物を水上に浮遊させればよ
い。
First, as shown in FIG. 1, when the water level is low, there is no need to raise the work floor 3, and the work can be carried out as usual. On the other hand, the float part 2 and the ballast tank 7 are
If the work barge 1 floats only by injecting the load water W inside, the work floor 3 is raised by driving the lifting jack 5a as shown in FIG. After that, by increasing the amount of water injected into the lower part of the work floor 3 and increasing the load water W, the weight of the work barge 1 as a whole is increased to prevent it from floating up due to buoyancy, and the work barge body 1 lands on the production mound 8. After fixing and stabilizing the concrete structure, a concrete structure (not shown) is constructed thereon. After construction, as in the past, the load water W from the float part 2 and the lower part of the work floor 3 is extracted, the work barge 1 is floated on the water and moved to the launching site, and then the work barge 1 is submerged in the water. All you have to do is make the structure float on the water.

(考案の効果) 以上の通り本考案によれば、内部に荷重水を
注・排出することにより着底ないし浮上させつつ
作業床上でコンクリート構造物を構築するものに
おいて、前記作業床に作業床昇降装置を設け作業
床下部に注水される荷重水の量を調整可能に構成
したから、コンクリート構造物の打設間に作業台
船が製作マウンド上に完全に接地して安定した状
態となつているので、安定して作業を行うことが
でき、かつこの作業台船上において打設したコン
クリート構造物の養生硬化時にその内部に亀劣を
生ずるおそれがない。
(Effects of the invention) As described above, according to the invention, in a structure in which a concrete structure is constructed on a working floor while being brought to the bottom or floated by pouring and discharging load water inside, the working floor is raised and lowered. A device was installed to allow adjustment of the amount of load water injected into the lower part of the work floor, allowing the work barge to be completely grounded on the production mound and in a stable state during the pouring of concrete structures. Therefore, work can be carried out stably, and there is no risk of cracking inside the concrete structure placed on the work barge during curing and hardening.

また、干満潮位差の大きい場所でも、干満潮位
差の小さい場所と同様に作業できるので、別種の
作業船を用意する必要がなく、設備費を節約する
ことができる。
Furthermore, since work can be performed in areas with a large tidal level difference in the same way as in areas with a small tidal level difference, there is no need to prepare a different type of work boat, and equipment costs can be saved.

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

第1図ないし第3図は本考案の一実施例で、第
1図は低水位時の本考案の側断面説明図、第2図
は高水位時での側断面説明図、第3図は部分切欠
平面図、第4図は従来例の側断面説明図、第5図
は同上の部分切欠平面図、第6図は従来例の欠点
を示す説明図である。 1……作業台船、3……作業床、5……作業床
昇降装置、5a……昇降ジヤツキ。
Figures 1 to 3 show one embodiment of the present invention. Figure 1 is a side sectional explanatory view of the present invention at a low water level, Figure 2 is a side sectional explanatory view at a high water level, and Figure 3 is an explanatory side sectional view of the present invention at a low water level. FIG. 4 is a partially cutaway plan view of the conventional example, FIG. 5 is a partially cutaway plan view of the same as above, and FIG. 6 is an explanatory view showing the drawbacks of the conventional example. 1... Working barge, 3... Working floor, 5... Working floor lifting device, 5a... Lifting jack.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内部に荷重水を注・排出することにより着底な
いし浮上させつつ作業床上でコンクリート構造物
を構築するものにおいて、前記作業床に作業床昇
降装置を設け作業床下部に注水される荷重水の量
を調整可能にしたことを特徴とする昇降床式作業
台船。
In constructing a concrete structure on a working floor by pouring and discharging loaded water into the interior, the concrete structure is brought to the bottom or floated up, and the working floor is provided with a working floor lifting device, and the amount of loaded water is injected into the lower part of the working floor. An elevating floor type work barge characterized by being adjustable.
JP7178184U 1984-05-15 1984-05-15 Elevating floor type work barge Granted JPS60182300U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7178184U JPS60182300U (en) 1984-05-15 1984-05-15 Elevating floor type work barge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7178184U JPS60182300U (en) 1984-05-15 1984-05-15 Elevating floor type work barge

Publications (2)

Publication Number Publication Date
JPS60182300U JPS60182300U (en) 1985-12-03
JPS641916Y2 true JPS641916Y2 (en) 1989-01-17

Family

ID=30609577

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7178184U Granted JPS60182300U (en) 1984-05-15 1984-05-15 Elevating floor type work barge

Country Status (1)

Country Link
JP (1) JPS60182300U (en)

Also Published As

Publication number Publication date
JPS60182300U (en) 1985-12-03

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