JPH0366834A - Construction method for caisson etc. - Google Patents

Construction method for caisson etc.

Info

Publication number
JPH0366834A
JPH0366834A JP1201252A JP20125289A JPH0366834A JP H0366834 A JPH0366834 A JP H0366834A JP 1201252 A JP1201252 A JP 1201252A JP 20125289 A JP20125289 A JP 20125289A JP H0366834 A JPH0366834 A JP H0366834A
Authority
JP
Japan
Prior art keywords
caisson
floater
water
construction
erecting
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.)
Granted
Application number
JP1201252A
Other languages
Japanese (ja)
Other versions
JP2741076B2 (en
Inventor
Nobuyuki Sakaetani
栄谷 宣行
Kisouji Atsumi
渥美 喜惣治
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.)
MURAZUMI KENSETSU KK
Original Assignee
MURAZUMI 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 MURAZUMI KENSETSU KK filed Critical MURAZUMI KENSETSU KK
Priority to JP1201252A priority Critical patent/JP2741076B2/en
Publication of JPH0366834A publication Critical patent/JPH0366834A/en
Application granted granted Critical
Publication of JP2741076B2 publication Critical patent/JP2741076B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To provide a place for erecting a large caisson easily by furnishing a floater, which rises and falls from a fame constructed over the sea and which is capable of pouring/exhausting the water and of pressurizing, erecting the caisson from its bottom to the top step by step, and performing floating-up and carrying-out after the completion. CONSTITUTION:A steel pipe pile 1 for receiving a frame is driven in the ground B under the water, and thereon a floater 8 which rises and falls from frame 2 and is capable of pouring/exhausting water and of pressurizing, is installed, wherein a hydraulic jack 5 and a gate-type mobile crane 3 are installed on the frame 2. Then this floater 8 is put afloat on the water to provide a space for erecting a large caisson, which is erected from the bottom to the top step by step through utilization of the buoyancy of floater 8. After completion of erecting the caisson, the water is exhausted from it and associate objects to accomplish floating-up. Meantime the floater 8 is subjected to pouring of water and pressurization, and the caisson is carried out of the floater 8 and towed to a specified place. Thereby the erecting place for caisson can be secured easily on the sea.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、海底トンネル構築用ならびに人工島護岸構築
用等に使用されるケーソン等の築造工法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a construction method for caissons and the like used for constructing undersea tunnels, artificial island seawalls, and the like.

〔従来の技術〕[Conventional technology]

従来、一般に行なわれているケーソン等の築造工法は、
岸壁等に広いケーソン築造ヤードを設け、その上で築造
を行なっており、そのヤード上でのケーソン築造に際し
ては、作業の進行に沿って高い作業足場を組む必要があ
り、また築造完了後の搬出に際しては、大型クレーン船
の接岸と、ケーソン吊り揚げ可能な設備が必要とされて
いる。
Conventionally, the construction method of caissons etc. that has been commonly used is
A wide caisson construction yard is set up on the quay, etc., and construction is carried out on that yard.When constructing the caisson on the yard, it is necessary to erect high work scaffolds along the progress of the work, and it is also difficult to transport the caisson after construction is completed. In this case, equipment that can berth a large crane ship and hoist and lift a caisson is required.

また、ドライドツクならびにフローティングドックでも
ケーソン等の築造を行なっているのが現状である。
In addition, caissons are currently being constructed for dry docks and floating docks.

一方、近年岸壁等での広い築造スペースの確保が著しく
困難を極め、また、ドライドツク、フローティングドッ
ク等も多種、大小さまざまで、規模的にも数量的にも限
られ、それと同時に建設工事の大型化に伴い、ケーソン
製造の大型化が進み、現在使用されている岸壁のケーソ
ン築造ヤード、ドライドツク、フローティングドック等
ではその対応が困難であり、また完成されたケーソン搬
出方法も大型化に伴い、大型クレーン船の調達確保と吊
り揚げ能力及び安全性や経済性が問題となっているのが
現状でアル。
On the other hand, in recent years it has become extremely difficult to secure large construction spaces on quays, etc., and there are many types of dry docks, floating docks, etc., varying in size and small, and they are limited in scale and quantity.At the same time, construction work has become larger. As a result, the size of caisson manufacturing has progressed, making it difficult to handle this with the quay caisson construction yards, dry docks, floating docks, etc. that are currently in use, and the method of transporting completed caissons has also increased in size, requiring large cranes. At present, there are issues with securing the procurement of ships, lifting capacity, safety, and economic efficiency.

〔発明の解決しようとする課題〕[Problem to be solved by the invention]

本発明は、前記従来の問題点を解決するためになされた
ものであり、ケーソン等の築造場所の確保と、ケーソン
本体の築造作業時及び吊り揚げ搬出、運搬における安全
性と経済性の確立をはかるケーソン等の築造工法を提供
することを解決課題としたものである。
The present invention was made in order to solve the above-mentioned conventional problems, and it is possible to secure a place for building a caisson, etc., and to establish safety and economy in the construction work, lifting, carrying out, and transportation of the caisson body. The problem to be solved was to provide a construction method for measuring caissons, etc.

〔課題を解決するための手段〕[Means to solve the problem]

上記の課題を解決するための手段として、本発明のケー
ソン等の築造工法は、海岸周辺などの水上に固設した積
構造等の架台からウィンチ、またはジヤツキなどによっ
て昇降自在に設けられた注排水及び加圧可能なフロータ
の上に、ケーソン等をその底部のケーソンベースから頂
部まで段階的に、その鉄筋組立、型枠組立、コンクリー
ト打設、コンクリート養生及び型枠解体等(ケーソンベ
ースの型枠、鉄筋は地上にて大組みし、凹型クレーンに
てフロータ上に据付ける事で工程の短縮をはかる)の一
連の工程による築造を行なう。
As a means to solve the above-mentioned problems, the construction method of the caisson etc. of the present invention is a method for constructing a caisson, etc., in which a water sluice is provided that can be raised and lowered by a winch or jack from a frame such as a laminated structure fixed on the water near the coast. On top of the floater, which can be pressurized, caisson etc. are installed step by step from the caisson base at the bottom to the top, including reinforcing steel assembly, formwork assembly, concrete pouring, concrete curing and formwork dismantling (caisson base formwork Construction will be carried out through a series of steps (in order to shorten the process by assembling the reinforcing bars on the ground and installing them on the floater using a concave crane).

上記の築造時には、ケーソン等に逐次注水しながら、そ
の築造部位を常に一定高さに保持して、その築造作業を
安全、かつ円滑に行なうようにし、ケーソン等の築造完
了後には、ケーソン等の排水を行なって浮揚させ、一方
、フロータに注水及び加圧することにより、フロータか
ら搬出して所定位置に曳航することを特徴としたもので
ある。
During the above construction, water is poured into the caisson, etc. one after another, and the construction site is always kept at a constant height to ensure that the construction work is carried out safely and smoothly.After the construction of the caisson, etc. is completed, It is characterized in that it is floated by draining water, and on the other hand, it is carried out from the floater and towed to a predetermined position by pouring water into the floater and pressurizing it.

ここで、注排水及び加圧可能なフロータは、その浮力に
よりケーソン等の重量を軽減することができ、゛フロー
タ内を加圧することにより、水中深くフロータが入って
もフロータの強度に問題がない。
Here, a floater that can be filled and pressurized can reduce the weight of the caisson etc. due to its buoyancy, and by pressurizing the inside of the floater, there is no problem with the strength of the floater even if it goes deep underwater. .

〔実施例〕〔Example〕

以下図面を参照して本発明のケーソン等の築造工法によ
るケーソン築造時の実施例を説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of caisson construction according to the caisson construction method of the present invention will be described below with reference to the drawings.

まず、第1図の正面図及び第2図の側面図に示す実施例
は、海上にて使用される大型のケーソン築造例であり、
護岸レベルGLの岸壁23近くの海上に、その水底Bに
対して門型走行うレーン3をその走行レール25上に搭
載した架台受は用の鋼管杭1を打ち込み、その上に油圧
ジヤツキ架台などを組み立て、油圧ジヤツキ5、門型走
行うレーン3、ホイストクレーン4、可搬式作業足場6
、前後スライド作業足場7を設置している。
First, the embodiment shown in the front view of FIG. 1 and the side view of FIG. 2 is an example of building a large caisson used at sea.
On the sea near the quay 23 at the seawall level GL, a steel pipe pile 1 for use as a pedestal is driven, and a hydraulic jack pedestal etc. Assembled, hydraulic jack 5, gate type lane 3, hoist crane 4, portable work scaffold 6
, a front-back sliding work scaffold 7 is installed.

以上のごとく高潮時水位HWL及び標準水位WLで示す
海面上に固設した架台2から油圧ジヤツキ5及びフロー
タ吊り鎖14及びフロータ吊りビン13を介してフロー
タ昇降ガイドローラ9に沿って上下に昇降自在なフロー
タ8が設けられている。このフロータ8は、自動開閉給
水口10、排水ポンプ11、注水口12、排水口24、
加圧口26等を備えているので、その内部の注排水及び
加圧が可能になっている。
As mentioned above, the floater can be raised and lowered freely from the mount 2 fixed on the sea surface indicated by the high tide water level HWL and the standard water level WL via the hydraulic jack 5, the floater suspension chain 14, and the floater suspension bin 13 along the floater elevation guide rollers 9. A floater 8 is provided. This floater 8 includes an automatic opening/closing water supply port 10, a drain pump 11, a water inlet 12, a drain port 24,
Since it is provided with a pressurizing port 26 and the like, it is possible to pour in water and pressurize the inside thereof.

次に、このフロータ8を水上に浮かべて、第7図の油圧
系統図に示すごとく、油圧ジヤツキ5とフロータ吊り鎖
14をフロータ吊りピン13で固定し、フロータ8に取
り付けた荷重センサー15の感知等により、ウェイト・
レベル・モニター17及び制御装置18等の自動、また
は手動により油圧ジヤツキ5を作動し、フロータ8を昇
降しである一定のレベル、即ち作業用の可搬式作業足場
6や、前後スライド作業足場7のレベルに、フロータ8
を保持するようにしている。
Next, the floater 8 is floated on the water, the hydraulic jack 5 and the floater suspension chain 14 are fixed with the floater suspension pin 13 as shown in the hydraulic system diagram in FIG. etc., the weight
The hydraulic jack 5 is actuated automatically by the level monitor 17 and the control device 18, etc., or manually, and the floater 8 is raised and lowered to a certain level, i.e., on a portable work scaffold 6 for work, or on a front-back sliding work scaffold 7. On the level, floater 8
I try to keep it.

なお、第7図にて35で示すのは流量計であり、16で
示すのは油圧ユニットポンプであり、またこの油圧系統
図に示すフロータ8の自動制御システムは、フロータ8
の昇降移動を行なう場合、多数の加力点における昇降量
をウェイト・レベル・モニター17上に恥単位で表示し
、これを基に手動またはプログラム制御によりフロータ
8の昇降姿勢を計画通りに移動させることを目的とした
ものであり、この実施例では、移動量監視装置、自動制
御機能内蔵の荷重計及びジヤツキ操作監視盤などにより
構成されている。
In addition, in FIG. 7, 35 is a flow meter, 16 is a hydraulic unit pump, and the automatic control system for the floater 8 shown in this hydraulic system diagram is a flow meter.
When performing vertical movement, the vertical movement of the floater 8 is displayed in unit units on the weight level monitor 17, and the vertical position of the floater 8 is moved according to the plan based on the vertical movement of the floater 8 by manual or program control. This embodiment is composed of a movement amount monitoring device, a load meter with a built-in automatic control function, a jack operation monitoring panel, etc.

次に、上記のごときケーソン築造施工装置を海上に設置
し、フロータ8に油圧ジヤツキ5の自動制御用の荷重セ
ンサー15を取り付けて、フロータ8上をケーソン築造
用のスペースとしながら、フロータ8の浮力を利用して
大型のケーソンをその底部から頂部まで、段階的に築造
するものである。
Next, the above-mentioned caisson construction equipment is installed on the sea, and a load sensor 15 for automatic control of the hydraulic jack 5 is attached to the floater 8, and while the top of the floater 8 is used as a space for caisson construction, the buoyancy of the floater 8 is A large caisson is built in stages from the bottom to the top using

即ち、ケーソン築造作業の段階的な進行に伴い、増加す
るケーソン本体の自重と、フロータ8本体のある一定量
の浮力と、フロータ昇降用の油圧ジヤツキ5の揚力とを
ウェイト・レベル・モニター17で自動制御し、ある一
定レベルを保持し、常に一定の高さの各種作業足場6゜
7で、ケーソン築造作業の鉄筋組立、コンクリート型枠
組立、コンクリート打設、コンクリート養生、コンクリ
ート型枠解体等の一連の築造作業を容易に行なうように
している。
That is, as the caisson construction work progresses step by step, the increasing weight of the caisson body, a certain amount of buoyancy of the floater 8 body, and the lifting force of the hydraulic jack 5 for raising and lowering the floater are measured on the weight level monitor 17. Automatically controlled, maintaining a certain level, and always at a constant height, various work scaffolds 6°7 are used to assemble reinforcing bars for caisson construction, concrete formwork assembly, concrete pouring, concrete curing, concrete formwork dismantling, etc. This makes it easy to perform a series of construction tasks.

また、ケーソン築造作業の進行に伴い、ケーソン本体の
自重が増えて沈降すると同時に、ケーソンの浮力が生じ
る限界で、油圧ジヤツキ5の荷重センサー15が荷重を
感知し、ウェイト・レベル・モニター17の作動で自動
的にケーソン本体内に海水を注水し、浮力と沈降力との
バランスを制御し、常にある一定の作業足場レベルにケ
ーソン本体を保持し、ケーソン築造の一連の作業を門型
走行うレーン3等を使用しながら繰り返し行なうが、築
造の進行に伴い、通常の作業足場の継ぎ足し増設作業も
なく、同時に高所作業が著しく減少し、経済性及び安全
性にも優れた作業が行なわれる。
In addition, as the caisson construction work progresses, the weight of the caisson itself increases and it sinks.At the same time, the load sensor 15 of the hydraulic jack 5 senses the load at the limit where the caisson's buoyancy occurs, and the weight level monitor 17 is activated. seawater is automatically injected into the caisson body, the balance between buoyancy and sinking force is controlled, and the caisson body is always maintained at a certain work scaffolding level, allowing a series of caisson construction operations to be carried out in a gate-like manner. As the construction progresses, there is no need to add or add more scaffolding than usual, and at the same time, work at heights is significantly reduced, resulting in highly economical and safe work.

また、築造作業中にケーソン本体内に注水して、ケーソ
ン本体を海中に沈降させるため、打設したコンクリート
の水中養生が同時にでき、養生期間の短縮がはかられ、
さらにケーソン築造完了後は、ケーソン本体内の海水を
排水してケーソン本体を浮揚させることができる。
Additionally, since water is injected into the caisson itself during construction work and the caisson body is allowed to sink into the sea, the poured concrete can be cured underwater at the same time, shortening the curing period.
Furthermore, after the caisson construction is completed, the seawater inside the caisson body can be drained and the caisson body can be made to float.

さらに、ケーソン本体搬出に際しては、大型クレーン船
を使用せず、直接タグボート22で目的地まで容易に搬
出曳航することができる。
Further, when carrying out the caisson main body, the caisson main body can be easily carried out and towed directly to the destination by the tugboat 22 without using a large crane ship.

次に、上記に示した本発明に係るケーソン等の築造工法
による施工手順を図面に基き説明する。
Next, a construction procedure using the method for constructing a caisson or the like according to the present invention described above will be explained based on the drawings.

まず、第1図に示すごとく、フロータ8及びケーソン築
造用の前後スライド作業足場7を設置した後、第3図に
示すごとく、ケーソンベース19の型枠、鉄筋を地上で
大組みし、門型クレーンにてフロータ8上に据付けし、
コンクリートを打設する。次いで足場吊りハンガー27
により可搬式作業足場6の設置を行なう。
First, as shown in Fig. 1, after installing the floater 8 and the front and back sliding work scaffold 7 for caisson construction, as shown in Fig. 3, the formwork and reinforcing bars of the caisson base 19 were assembled on the ground, and the gate-shaped Install it on the floater 8 with a crane,
Place concrete. Next, the scaffold hanging hanger 27
The portable work scaffold 6 is installed.

次に、第4図に示すごとく、ケーソン本体の第一段階の
築造として、その鉄筋組立、コンクリート型枠20の組
立と、生コンポンプに連がる生コンバイブ21によるコ
ンクリート打設、コンクリート養生及びコンクリート型
枠解体からなる一連の築造作業を行なうが、コンクリー
ト型枠20は門型クレーンを使用することにより、陸上
にて大組みし、使用する。また型枠解体も同様に大ばら
しすることで工程の短縮をはかる。
Next, as shown in Fig. 4, the first stage of construction of the caisson body involves assembling its reinforcing bars, assembling the concrete formwork 20, pouring concrete using the ready-mix mixer 21 connected to the ready-mix concrete pump, concrete curing, and concrete A series of construction work consisting of dismantling the formwork is performed, and the concrete formwork 20 is assembled and used on land using a portal crane. In addition, the process of dismantling the formwork is also shortened by taking it apart in large pieces.

なお、この間にケーソン本体内に矢印Wのごとく注水し
て浮揚バランスをとり、水中コンクリートの養生を行な
う。そして以上の作業を段階的に繰り返し行なう。
During this time, water is poured into the caisson body as shown by arrow W to balance the buoyancy and cure the underwater concrete. Then repeat the above steps step by step.

そして、ケーソン築造が完了したら、可搬式作業足場6
を足場吊りハンガー27で解体し、第5図のごとくケー
ソン本体内の海水を矢印Wのごとくポンプ29で排水し
て、ケーソンを浮揚させるが、その際前後スライド作業
足場7を格納する。
After the caisson construction is completed, the portable work scaffold 6
The caisson is dismantled using a scaffold hanging hanger 27, and the seawater inside the caisson body is drained using a pump 29 as shown by arrow W as shown in FIG.

次に、ケーソンが浮揚した状態で係留するが、そこで、
フロータ8内に注水してフロータ8を沈降させる。なお
フロータ8内を加圧することにより、水中深くフロータ
が入っても強度上問題はない。
Next, the caisson is moored in a floating state, and there,
Water is poured into the floater 8 to cause the floater 8 to settle. Note that by pressurizing the inside of the floater 8, there is no problem in terms of strength even if the floater goes deep into the water.

そして、第6図のごとく、上記のケーソン築造ヤードよ
り築造完了後のケーソン本体30をタグボート22で搬
出し曳航する。
Then, as shown in FIG. 6, the caisson main body 30 after completion of construction is carried out from the caisson construction yard and towed by the tugboat 22.

そこで、フロータ8内の海水を排水してフロータ8を浮
揚させるようにジヤツキアップする。
Therefore, the seawater in the floater 8 is drained and the floater 8 is jacked up to float.

以上の一連の作業を繰り返し行なうことによリ、多数の
ケーソンを築造することができる。
By repeating the above series of operations, a large number of caissons can be constructed.

〔発明の効果〕〔Effect of the invention〕

以上に説明したごとく、本発明のケーソン等の築造工法
によれば、ケーソンを構築する海上に、ケーソン築造用
台船の機能を有するフロータを浮かべ、そのフロータの
昇降用の油圧ジヤツキ、門型走行うレーンや、ケーソン
築造用の足場などを搭載した架台を設けることにより、
海上にケーソン築造場所が容易に確保でき、陸上のケー
ソン築造ヤードやドライドツク及びフローティングドッ
クが不要となる。
As explained above, according to the caisson construction method of the present invention, a floater having the function of a barge for caisson construction is floated on the sea where the caisson is constructed, and a hydraulic jack for raising and lowering the floater, a gate type running By providing lanes for carrying out construction work and a platform equipped with scaffolding for caisson construction,
A site for building a caisson can be easily secured on the sea, eliminating the need for a yard for building a caisson on land, a dry dock, and a floating dock.

また、ケーソン築造場所がフロータ上であるため、築造
完了後のケーソン本体搬出運搬に際して、大型クレーン
船等を使用せず、ケーソンを浮揚させてタグボートで容
易に構築場所に曳航ができるので、その経済性と安全性
とが確保できるという効果がある。
In addition, since the caisson is built on a floater, the caisson itself can be floated and towed easily to the construction site using a tugboat without using a large crane ship when transporting the caisson body after construction is completed, making it more economical. This has the effect of ensuring safety and security.

一方、ケーソン築造作業においても、フロータの浮力と
フロータ昇降用の油圧ジヤツキの揚力とを油圧ジヤツキ
の荷重センサーによって感知し、ウェイト・レベル・モ
ニターの作動で油圧ジヤツキを自動制御すれば、常にあ
る一定高さにフロータが保持できるため、ある一定高さ
の作業足場で一連の作業ができ、その結果高所作業が著
しく減少し、また作業足場の継ぎ足しが無く、経済的で
あると同時に安全性も確保できるという利点もある。
On the other hand, even in caisson construction work, if the buoyancy of the floater and the lifting force of the hydraulic jack for raising and lowering the floater are detected by the load sensor of the hydraulic jack, and the hydraulic jack is automatically controlled by the operation of the weight level monitor, it is possible to always maintain a constant level. Since the floater can be held at a certain height, a series of operations can be carried out using a work scaffold at a certain height.As a result, work at heights is significantly reduced, and there is no need to add work scaffolds, which is both economical and safe. It also has the advantage of being secure.

さらに、ケーソン本体築造に伴い、一定高さの作業足場
を確保するため、ケーソン本体を海中に沈降させるので
、コンクリートの水中養生が同時にでき、その結果、著
しく養生期間が短縮できて経済的であると同時に、工程
管理が容易に行なえるという利点がある。
Furthermore, as the caisson body is being constructed, the caisson body is lowered into the sea in order to secure a working scaffold at a certain height, so the concrete can be cured underwater at the same time, resulting in a significant reduction in the curing period, which is economical. At the same time, it has the advantage that process control can be easily performed.

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

第1図は本発明のケーソン等の築造工法に使用される装
置の全体正面図、第2図は第1図の側面図、第3図から
第5図までは第1図の装置を作ってケーソンを段階的に
築造する作業手順を説明する一連の全体正面図、第6図
は築造されたケーソン本体の完成後の曳航状態を示す平
面図、第7図は第1図のフロータの昇降油圧系統図であ
る。 2・・・油圧ジヤツキ架台、5・・・油圧ジヤツキ、8
・・・フロータ、10・・・自動開閉給水口、11・・
・排水ポンプ、12・・・注水口、24・・・排水口。
Figure 1 is an overall front view of the device used in the caisson construction method of the present invention, Figure 2 is a side view of Figure 1, and Figures 3 to 5 show the construction of the equipment shown in Figure 1. A series of overall front views explaining the work procedure for building a caisson in stages, Figure 6 is a plan view showing the towed state of the built caisson body after completion, and Figure 7 is the lifting hydraulic pressure of the floater in Figure 1. It is a system diagram. 2...Hydraulic jack mount, 5...Hydraulic jack, 8
...Floater, 10...Automatic opening/closing water supply port, 11...
- Drain pump, 12... Water inlet, 24... Drain port.

Claims (1)

【特許請求の範囲】[Claims] 水上に固設した架台に昇降自在に設けられ、かつ注排水
及び加圧可能なフロータの上で、ケーソン等をその底部
から頂部まで段階的に築造するに際し、上記ケーソン等
及びフロータに適宜注水及び加圧しながらケーソン等の
築造部位を常に一定高さに保持すると共に、ケーソン等
の築造完了後には、ケーソン等の排水を行なって浮揚さ
せてフロータ上から搬出するケーソン等の築造工法。
When constructing a caisson, etc. in stages from the bottom to the top on a floater that is movable up and down on a pedestal fixed on the water and capable of pouring water and pressurizing, water is poured into the caisson, etc. and the floater as appropriate. A construction method for caissons, etc., in which the caissons, etc., are always maintained at a constant height while pressurizing, and after the construction of the caisson, etc. is completed, the caisson, etc. is drained, floated, and carried out from above the floater.
JP1201252A 1989-08-04 1989-08-04 Construction method such as caisson Expired - Lifetime JP2741076B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1201252A JP2741076B2 (en) 1989-08-04 1989-08-04 Construction method such as caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1201252A JP2741076B2 (en) 1989-08-04 1989-08-04 Construction method such as caisson

Publications (2)

Publication Number Publication Date
JPH0366834A true JPH0366834A (en) 1991-03-22
JP2741076B2 JP2741076B2 (en) 1998-04-15

Family

ID=16437861

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1201252A Expired - Lifetime JP2741076B2 (en) 1989-08-04 1989-08-04 Construction method such as caisson

Country Status (1)

Country Link
JP (1) JP2741076B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008082095A (en) * 2006-09-28 2008-04-10 Shimizu Corp How to build a caisson enclosure
JP2023111598A (en) * 2022-01-31 2023-08-10 太平電業株式会社 Method for launching caissons and floating structures

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008082095A (en) * 2006-09-28 2008-04-10 Shimizu Corp How to build a caisson enclosure
JP2023111598A (en) * 2022-01-31 2023-08-10 太平電業株式会社 Method for launching caissons and floating structures

Also Published As

Publication number Publication date
JP2741076B2 (en) 1998-04-15

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