[go: up one dir, main page]

JPS6149026A - Construction work of structure such as caisson on sea - Google Patents

Construction work of structure such as caisson on sea

Info

Publication number
JPS6149026A
JPS6149026A JP16788584A JP16788584A JPS6149026A JP S6149026 A JPS6149026 A JP S6149026A JP 16788584 A JP16788584 A JP 16788584A JP 16788584 A JP16788584 A JP 16788584A JP S6149026 A JPS6149026 A JP S6149026A
Authority
JP
Japan
Prior art keywords
caisson
crane
crane device
sea
box stand
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
Application number
JP16788584A
Other languages
Japanese (ja)
Inventor
Yukio Mori
森 由起夫
Yoshitaka Kano
狩野 好孝
Hiroyoshi Tomimura
冨村 博義
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TAIHO KENSETSU KK
Original Assignee
TAIHO KENSETSU KK
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 by TAIHO KENSETSU KK filed Critical TAIHO KENSETSU KK
Priority to JP16788584A priority Critical patent/JPS6149026A/en
Publication of JPS6149026A publication Critical patent/JPS6149026A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/02Caissons able to be floated on water and to be lowered into water in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To easily construct a structure up to a given height on sea through a crane device detachably provided to a structure manufactured on a base box on the sea. CONSTITUTION:First lot of caisson 3 is built up on a base box 2 landed on a mound 1, and a crane device 6 is assembled through a base 8 and a post 9 on the caisson 3. Form panels 10 are carried in by the crane device 6 and assembled, and concrete is placed to build up the second lot of caisson. The base box 2, together with the caisson 3 and the crane device 6, is floated, towed to a place of deep sea, and sunk to float the caisson 3. The caisson 3 so floated is towed and settled on the second mound 11 to build up third and fourth lots of caisson through the crane device 6 and a concrete hose 12.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は海上におけるケーソンの如き構造物の築造工法
に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for constructing structures such as caissons on the sea.

(従来技術) 従来、海上においてケーソンを製作する場合、いわゆる
フローティングドック工法や大豊式ドルフィンドック工
法等が用いられている。そして、このような工法によっ
てケーソンを製作する際、岸壁に設けられたクレーンや
クレーン船、函台自体に設けたクレーン等によって内型
枠や外型枠、鉄筋その他の製作材料を函台内の所定の作
業現場に搬入し、型枠の組立やコンクリートの打設、脱
枠等、一連の作業を行なっており、何れの場合もクレー
ンの作業半径が長くなって大型のクレーンを必要とし、
不経済であると共に作業能率が悪いという欠点があった
(Prior Art) Conventionally, when manufacturing caissons on the sea, so-called floating dock construction methods, Taitoyo style dolphin dock construction methods, etc. have been used. When manufacturing a caisson using this construction method, the inner formwork, outer formwork, reinforcing bars, and other manufacturing materials are moved inside the box stand using a crane installed on the quay, a crane ship, or a crane installed on the box stand itself. They are transported to the designated work site and perform a series of operations such as assembling the formwork, pouring concrete, and removing the formwork.In each case, the crane's working radius becomes long and a large crane is required.
This method has the drawbacks of being uneconomical and having poor work efficiency.

また、函台自体に大型のクレーンを設置する場合には、
このクレーンを安全確実に支持できるように函台自体も
大型化、重量化する必要があり、函台の製作や曳航に多
大な時間、費用および労力がかかる等の欠点を有してい
た。
In addition, when installing a large crane on the box stand itself,
In order to safely and reliably support this crane, the box stand itself needs to be larger and heavier, which has the disadvantage of requiring a great deal of time, cost, and labor to manufacture and tow the box stand.

(発明の目的) 本発明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、ケーソンの如き構造物自体にクレーン装
置を設置し、このクレーン装置によって構築作業の主要
部を行なうことにより、作業半径の長い大型のクレーン
のみに依存することなく岸壁近くの作業現場はもとより
、岸壁からかなり離れた場所においても所望の構築作業
を極めて能率的かつ容易に行なえるようにし、更にクレ
−ン装置の小型化によって函台の小型・軽量化を図り、
函台の製作や曳航に要する時間的、経済的な負担の軽減
を可能とした、海上におけるケーソンの如き構造物の築
造工法を提供することにある。
(Object of the Invention) The present invention has been proposed in view of the above points, and its purpose is to install a crane device on the structure itself such as a caisson, and use this crane device to perform the main part of the construction work. This makes it possible to carry out the desired construction work extremely efficiently and easily, not only at work sites near the quay, but also at locations quite far from the quay, without relying solely on large cranes with a long working radius. -The box stand is made smaller and lighter by making the container device smaller.
The object of the present invention is to provide a construction method for structures such as caissons at sea, which makes it possible to reduce the time and economic burden required for manufacturing and towing box stands.

(発明の構成) 以下、図に沿って本発明の詳細な説明する。(Structure of the invention) The present invention will be described in detail below with reference to the drawings.

第1図は本発明の第1実施例を示すもので、まず第1図
(a)は内部への注水により第1マウンド1上に着底さ
れた函台2の上において、ケーソン3の如き構造物の1
0ツトを岸壁4に設置した地−ヒフレーン5によって構
築した状態を示している。
FIG. 1 shows a first embodiment of the present invention. First, FIG. 1(a) shows a case where a caisson 3 is placed on top of a box stand 2 which is bottomed on a first mound 1 by pouring water into the inside. Structure 1
This figure shows a state in which a ground plane 5 is constructed with a ground plane 5 installed on a quay 4.

なお、この際に、後述するクレーン装置lを固定するた
めのアンカーボルト7をケーソン3のほぼ中央に埋込ん
でおく。ここで、図示されてはいないが、例えばケーソ
ン3f未硬化の状態であってもアンカーボルト7を函台
2に埋込むことによりクレーン装置−6−の設置が可能
であ一す、この場合には後述の第1図(f)の工程でア
ンカーボルト7を切断し、ケーソン3と函台2とを分離
することが必要である。
At this time, an anchor bolt 7 for fixing a crane device l, which will be described later, is embedded in approximately the center of the caisson 3. Although not shown, for example, even if the caisson 3f is in an unhardened state, it is possible to install the crane device -6- by embedding the anchor bolt 7 in the box stand 2. In this case, It is necessary to cut the anchor bolt 7 and separate the caisson 3 and the box base 2 in the step shown in FIG. 1(f) described later.

次に、第1図(b)に示すように、地上クレーン5によ
って10ツト打設後のケーソン3の上に架台8およびポ
スト9を介してタワークレーン等のクレーン装置旦を組
立てる。
Next, as shown in FIG. 1(b), a crane device such as a tower crane is assembled by means of a ground crane 5 on top of the caisson 3 after the 10 casts have been cast, via a pedestal 8 and a post 9.

そして、第1図(C)の如くケーソン3上のクレーン装
置5を用いて、鉄筋(図示せず)および型枠10の搬入
、組立を行ない、コンクリートの打設、脱枠によりケー
ソン3の20ツト目を構築する。
Then, using the crane device 5 on the caisson 3 as shown in FIG. Build an eye.

なお、この時の平面図を第1図((1)に示す。The plan view at this time is shown in FIG. 1 ((1)).

次いで、第1図(e)に示すように30ツト目の鉄筋、
型枠10を組立てた後、函台2内の水を排水して函台2
をケーソン3、クレーン装置昼ごと浮かせ、水深の深い
所へと曳航する。
Next, as shown in Figure 1(e), the 30th reinforcing bar,
After assembling the formwork 10, drain the water in the box stand 2 and remove the box stand 2.
The vessel was floated using caisson 3 and a crane system during the day and towed to a deep water area.

その後、第1図(f)に示す如く函台2の内部に注水し
て函台2を水中に沈下させ、ケーソン3を函台2と分離
して浮かせる。
Thereafter, as shown in FIG. 1(f), water is poured into the inside of the box stand 2 to sink the box stand 2 into the water, and the caisson 3 is separated from the box stand 2 and floated.

しかして、第1図((])のように第1マウンド1より
も若干水深の深い第2マウンド11の上方までケーソン
3のみを曳航し、その内部に注水してケーソン3を第2
マウンド11上に沈設し、クレーン装置−6−およびコ
ンクリートホース12等を用いて30ツト、40ツトの
ケーソン3を構築する。
Therefore, as shown in Figure 1 (()), only the caisson 3 is towed above the second mound 11, which is slightly deeper than the first mound 1, and water is poured into the inside of the second mound 1, and the caisson 3 is moved to the second mound 11.
It is sunk on the mound 11 and a 30- or 40-piece caisson 3 is constructed using a crane device 6 and a concrete hose 12.

第1図(1))はケーソン3の40ツト構築後にクレー
ン装置−塵をクレーン船13によって解体するところを
示しており、その後ケーソン3内の水を排水してケーソ
ン3を浮上させ、所定の据付は場所までケーソン3を曳
航して沈設するものである。
Figure 1 (1)) shows the crane equipment and debris being dismantled by the crane ship 13 after 40 pieces of the caisson 3 have been constructed, and then the water inside the caisson 3 is drained, the caisson 3 is floated, and the caisson 3 is brought to the surface. Installation involves towing Caisson 3 to the location and sinking it.

この場合、クレーン船13としてはケーソン3のほぼ中
央部に設置されたクレーン装置五を撤去し得る程度の作
業半径を有するものであれば足り、比較的小型のもので
十分である。
In this case, the crane ship 13 only needs to have a working radius that allows the crane device 5 installed approximately in the center of the caisson 3 to be removed, and a relatively small one is sufficient.

なお、この実施例においては水深の異なる第1および第
2マウンド1,11を利用する場合を説明したが、岸壁
4近くの比較的水深の深い−のマウンドのみを利用して
全工程を行なうことができるのは言うまでもなく、その
場合には函台2を当初、何らかの方法で岸壁4に係留し
安定させておくことが必要である。
In addition, in this embodiment, a case has been described in which the first and second mounds 1 and 11 having different water depths are used, but the whole process can be carried out using only the mound 1, which is relatively deep near the quay 4. Needless to say, in that case, it is necessary to first moor the box stand 2 to the quay wall 4 in some way and keep it stable.

また、第1図(e)および同(f)の工程は、いわゆる
シンクロリフトを用いることによっても実現可=4− 能である。
Further, the steps shown in FIGS. 1(e) and 1(f) can also be realized by using a so-called synchrolift.

次に、第2図および第3図は本発明の第2実施例を示し
ている。この実施例では、ケーソンの上方に支柱14お
よび走行桁15を介して、クレーン装置旦゛を縦横に移
動自在に設置した点に特徴を有している。
Next, FIGS. 2 and 3 show a second embodiment of the present invention. This embodiment is characterized in that a crane device is installed above the caisson via a support 14 and a traveling girder 15 so as to be movable vertically and horizontally.

まず、第2図において、ケーソン3の隔壁3aによって
区画形成された四隅の室a1〜a4には支柱14tf”
eれぞれ建込められ、ケーソン底盤3bにポル]・等を
用いた固定手段により固定されている。
First, in FIG. 2, the four corner chambers a1 to a4 defined by the partition wall 3a of the caisson 3 have pillars 14tf".
(e) and are fixed to the caisson bottom plate 3b by means of fixing means such as poles.

また、互いに対をなす支柱14の上方には互いに平行に
延びる一対のクレーン走行桁15が設けられ、このクレ
ーン走行桁15を介しクレーン本体がケーソン3の上方
部を第2図(1))のx−x’力方向移動自在に設けら
れている。なお、この場合、支柱14やクレーン走行桁
15の数や配置はケーソン3の大きさやクレーン本体の
重量等により適宜変更してもよいことは勿論である。
Further, a pair of crane running girders 15 extending parallel to each other is provided above the supporting columns 14 that form a pair with each other, and the crane main body can move the upper part of the caisson 3 via these crane running girders 15 as shown in FIG. 2 (1)). It is provided so as to be movable in the x-x' force direction. In this case, it goes without saying that the number and arrangement of the struts 14 and crane running girders 15 may be changed as appropriate depending on the size of the caisson 3, the weight of the crane body, etc.

また、クレーン装置−6−°は、クレーン走行桁15上
に設けられたレールおよび車輪16を介しクレーン走行
桁15に沿って移動自在なサドル17と、このサドル1
7の上部においてクレーン走行桁15と直交して延びる
クレーン横行桁18と、このクレーン横行桁18上に設
けられたレールおよび車輪19を介しクレーン横行桁1
8に沿って第2図(b)のY−Y’力方向移動自在なり
ラブ20と、このクラブ20の上部に設けられた駆動モ
ータ21およびフック23を有する巻ドラム22とを備
えている。したがって、クラブ20はX−X’、Y−Y
’力方向移動自在であり、よって巻ドラム22およびロ
ープを介し昇降自在なフック23等をケーソン3の所望
の箇所に位置させることができるように構成されている
。なお、第2図(C)はフック23によって外型枠ある
いは内型枠の如き型枠10が吊り下げられている状態を
示している。
The crane device -6-° also includes a saddle 17 that is movable along the crane running girder 15 via rails and wheels 16 provided on the crane running girder 15, and a saddle 17 that is movable along the crane running girder 15.
A crane traverse beam 18 extends orthogonally to the crane travel girder 15 at the upper part of the crane traversal beam 15, and the crane traversal beam 1
8 along YY' force direction in FIG. 2(b), and a winding drum 22 having a drive motor 21 and a hook 23 provided on the upper part of the club 20. Therefore, the club 20 is X-X', Y-Y
The caisson 3 is movable in the force direction, and is configured such that the hook 23 and the like, which can be raised and lowered via the winding drum 22 and rope, can be positioned at a desired location on the caisson 3. Note that FIG. 2(C) shows a state in which the formwork 10, such as an outer formwork or an inner formwork, is suspended by hooks 23.

次に、この実施例における工法を順次説明する。Next, the construction method in this example will be sequentially explained.

まず、第3図(a)は第1マウンド1上に着底された函
台2の上においてケーソン3等の構造物を構築している
状態を示すもので、函台2の着底は内部への注水によっ
て行われる。この場合、ケーソン3内に予め取付けたク
レーン装置5′により外部からのクレーンを特に使わず
に構築作業を行うことができる。なお、図中24は資材
を運・S車輛である。
First, Fig. 3(a) shows a state in which a structure such as a caisson 3 is being constructed on top of the box stand 2 which has bottomed out on the first mound 1, and the bottom of the box stand 2 is inside. This is done by pouring water into the In this case, the construction work can be carried out by the crane device 5' installed in the caisson 3 in advance without using any external crane. In addition, 24 in the figure is a material transport/S vehicle.

第3図(b)はケーソン3を曳航する場合を示すもので
、前記同様に函台2内の排水を行い函台2を浮上させて
曳航する。
FIG. 3(b) shows a case where the caisson 3 is towed, and the inside of the box stand 2 is drained in the same manner as described above, and the box stand 2 is floated and towed.

しかして、所定の場所まで函台2を曳航した後は、第3
図(C)に示すように函台2内に注水して海上において
ケーソン3と函台2とを切離し、ケーソン3を海上に浮
上させる。
However, after towing box stand 2 to the predetermined location, the third
As shown in Figure (C), water is poured into the box stand 2 to separate the caisson 3 and the box stand 2 on the sea, and the caisson 3 is floated on the sea.

第3図((りは浮上させたケーソン3を別に設置した第
2マウンド11゛に定置した状態であり、ケーソン3内
に注水することによりケーソン3は定着する。そして、
この状態でケーソン3を更に所定の高さまで構築する。
FIG. 3 ((The figure shows a state in which the floated caisson 3 is placed on a second mound 11' installed separately, and the caisson 3 is fixed by pouring water into the caisson 3. Then,
In this state, the caisson 3 is further built to a predetermined height.

なお、第3図(d)において25は台船を示す。In addition, in FIG. 3(d), 25 indicates a barge.

以上の各工程において、クレーン装置−6−′を第2図
(b)(7)X−X’ マタハY−Y’方向ニ適宜移’
/JjJさせてケーソン3を構築することは言うまでも
ない。
In each of the above steps, the crane device 6-' is moved as appropriate in the direction of Figure 2 (b) (7)
/JjJ It goes without saying that Caisson 3 will be constructed.

ケーソン3の構築が完全に終了したら、第3図(elに
示すように、型枠10を撤去し、がつ台船25で資1幾
材の撤去を行う。
When the construction of the caisson 3 is completely completed, as shown in FIG.

次いで、第3図(f)に示すように、ケーソン3内の排
水を行いケーソン3を再度浮上させて所定位置まで曳航
する。
Next, as shown in FIG. 3(f), the interior of the caisson 3 is drained, and the caisson 3 is floated again and towed to a predetermined position.

第3図(g)はケーソン3の構築を完了して沈設位置に
ケーソン3を定置し、かつケーソン3内の一部に砂利2
6等を投入する一方、ケーソン3内に設けであるクレー
ン装置隻゛を別の地上クレーン27により撤去している
状態を示している。なお、クレーン装置用′の撤去は、
第3図(e)に示すように外型枠や内型枠を撤去する際
に行ってもよく、撤去したクレーン装置隻゛は他のケー
ソンを製作する場合に再利用してもよいし、あるいは他
の全く別の施設の組立の作業等に使用することも可能で
ある。
Figure 3 (g) shows that the construction of the caisson 3 has been completed and the caisson 3 has been placed in the submerged position, and a part of the caisson 3 is covered with gravel.
6, etc., while the crane device installed inside the caisson 3 is being removed by another ground crane 27. In addition, the removal of the crane equipment
As shown in Figure 3(e), this may be done when removing the outer formwork and inner formwork, and the removed crane equipment may be reused when manufacturing other caissons. Alternatively, it can also be used for assembly work in a completely different facility.

(発明の効果) 以上の通り本発明によれば、海上に設置さ、1また函台
の上で築造されるケーソンの如き構造物に着脱自在なク
レーン装置を設け、このクレーン装置を介し海上におい
て前記構造物を所定の高さまで築造していくようにした
から、ケーソンの上に設置するクレーン装置は作業半径
ないし移動距離の短い比較的小型かつ軽量のもので済み
、クレーン装置自体を安価なものとすることができると
共に、クレーン装置の組立や解体を容易ならしめ、これ
らの作業をも含めた、資機材の搬入から撤去に至る一連
の構造物築造作業の能率を向上させ得る効果がある。
(Effects of the Invention) As described above, according to the present invention, a detachable crane device is provided on a structure such as a caisson that is installed on the sea and is built on a box stand, and Since the structure is built to a predetermined height, the crane device installed on the caisson can be relatively small and lightweight with a short working radius or travel distance, making the crane device itself inexpensive. In addition, it facilitates the assembly and disassembly of the crane device, and has the effect of improving the efficiency of a series of structure construction operations, including these operations, from transporting materials and equipment to dismantling them.

また、従来のように函台自体に大型のクレーンを設ける
等の必要がないため、必然的に大型かつ大浮力の函台が
不要となり、その製作や曳航に要する時間的、経済的負
担を軽減できる利点がある。
In addition, since there is no need to install a large crane on the box stand itself as in the past, there is no need for a large and highly buoyant box stand, reducing the time and economic burden required for manufacturing and towing it. There are advantages that can be achieved.

特に、本工法ではケーソンの築造途中でケーソン自体が
浮上して自刃で築造できる高さになった段階で直ちにド
ックから分離して施工できるため、この点でも浮力の比
較的小さなドックでの施工を可能とし、施工設備の簡略
化が図れるものである。
In particular, with this construction method, when the caisson itself floats up during the construction of the caisson and reaches a height where it can be built with its own blade, it can be immediately separated from the dock and constructed, so this also makes it possible to construct the caisson on a dock with relatively low buoyancy. This makes it possible to simplify construction equipment.

更に、クレーン装置の再利用ができると共に、−基の百
合を兼用しながら多数のケーソンを短期間で築造できる
ため、経済的である等の効果を有する。
Furthermore, the crane device can be reused and a large number of caissons can be constructed in a short period of time while also serving as a base lily, so it has economical effects.

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

第1図(a)〜(h)は本発明の第1実施例を示す工程
の説明図、第2図および第3図は本発明の第2実施例を
示すもので第2図(a)はケーソンの断面図、同図(1
))は同じく平面図、同図(C)は同じく側面図、第3
図(a)〜(0)は工程の説明図である。
FIGS. 1(a) to (h) are explanatory views of steps showing a first embodiment of the present invention, and FIGS. 2 and 3 show a second embodiment of the present invention. FIG. 2(a) is a cross-sectional view of the caisson, and the same figure (1
)) is also a plan view, the same figure (C) is also a side view, and the third
Figures (a) to (0) are explanatory diagrams of the steps.

Claims (1)

【特許請求の範囲】[Claims] 海上に設置された函台の上で築造されるケーソンの如き
構造物に着脱自在なクレーン装置を設け、このクレーン
装置を介し海上において前記構造物を所定の高さまで築
造していくことを特徴とした海上におけるケーソンの如
き構造物の築造工法。
A structure such as a caisson that is built on a box stand set on the sea is provided with a detachable crane device, and the structure is built to a predetermined height on the sea via this crane device. A construction method for caisson-like structures on the sea.
JP16788584A 1984-08-13 1984-08-13 Construction work of structure such as caisson on sea Pending JPS6149026A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16788584A JPS6149026A (en) 1984-08-13 1984-08-13 Construction work of structure such as caisson on sea

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16788584A JPS6149026A (en) 1984-08-13 1984-08-13 Construction work of structure such as caisson on sea

Publications (1)

Publication Number Publication Date
JPS6149026A true JPS6149026A (en) 1986-03-10

Family

ID=15857875

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16788584A Pending JPS6149026A (en) 1984-08-13 1984-08-13 Construction work of structure such as caisson on sea

Country Status (1)

Country Link
JP (1) JPS6149026A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2639382A1 (en) * 1988-11-23 1990-05-25 Lachanaud Guy Floating and immersible foundation for lakeside buildings and cities
ES2299299A1 (en) * 2005-07-28 2008-05-16 Ferroberica, S.L. Construction system for concrete caisson, has reel provided with corresponding bobbin of armor in shape of bar, on every drum of every hollow cylinder of drawer
WO2010143968A1 (en) * 2009-06-10 2010-12-16 Seatower As Caisson foundation

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS498047A (en) * 1972-05-12 1974-01-24
JPS5231541A (en) * 1975-09-04 1977-03-10 Takenaka Komuten Co Ltd Method of constructing marine structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS498047A (en) * 1972-05-12 1974-01-24
JPS5231541A (en) * 1975-09-04 1977-03-10 Takenaka Komuten Co Ltd Method of constructing marine structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2639382A1 (en) * 1988-11-23 1990-05-25 Lachanaud Guy Floating and immersible foundation for lakeside buildings and cities
ES2299299A1 (en) * 2005-07-28 2008-05-16 Ferroberica, S.L. Construction system for concrete caisson, has reel provided with corresponding bobbin of armor in shape of bar, on every drum of every hollow cylinder of drawer
WO2010143968A1 (en) * 2009-06-10 2010-12-16 Seatower As Caisson foundation

Similar Documents

Publication Publication Date Title
JPS6149026A (en) Construction work of structure such as caisson on sea
JPH0370047B2 (en)
JPH0930487A (en) Artificial island having half-floating structure
JPH06193391A (en) How to launch a submerged box
JPH0711620A (en) Construction method of artificial ground
JP2815470B2 (en) Buoyancy-adjustable movable support construction method
TWI763400B (en) Construction method of pier face plate
KR100884050B1 (en) Foundation construction method for steel wells using steel pontoons
CN203593995U (en) Cylindrical caisson type foundation bulwark structure assembled above water
RU2250948C1 (en) Equipment for high grating of bridge piers building
JPH10121450A (en) Binding engineering method of caison and foundation pile
JP4602840B2 (en) Method of forming a calm water area for work
JPH0237453B2 (en)
JPS598835A (en) Footing type steel plate cell caisson work
JPH10227194A (en) Construction method of shaft
JP3170670B2 (en) Construction method for floating structures
JP2000212969A (en) Caisson footing of honeycomb structure
JPS6378924A (en) Mound for landing working base ship
TWI513877B (en) The anchored seismic isolated floating foundation system and construction method
CN117999390A (en) Gravity-based foundation
JPH11229623A (en) Manufacture 0f caisson making use of slip form and manufacture of caisson making use of slip form and fluid caster
JP2824037B2 (en) How to build a caisson
JPH0469253B2 (en)
IE41580B1 (en) Improvements in or relating to martime assemblies
JP2001017021A (en) Underwater structure and its construction