JPH05311668A - Launching method for large caisson - Google Patents

Launching method for large caisson

Info

Publication number
JPH05311668A
JPH05311668A JP14105892A JP14105892A JPH05311668A JP H05311668 A JPH05311668 A JP H05311668A JP 14105892 A JP14105892 A JP 14105892A JP 14105892 A JP14105892 A JP 14105892A JP H05311668 A JPH05311668 A JP H05311668A
Authority
JP
Japan
Prior art keywords
caisson
sinking
pontoon
barge
anchor
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
JP14105892A
Other languages
Japanese (ja)
Inventor
Kenji Wada
憲治 和田
Tadashi Matsumoto
正 松本
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP14105892A priority Critical patent/JPH05311668A/en
Publication of JPH05311668A publication Critical patent/JPH05311668A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide the economical launching method of a large caisson excellent in the safety and reliability of the caisson launching work. CONSTITUTION:A submersible barge 2 having a ballast chamber 21 provided with a pumping/draining facility is used, the submerged pontoon 2 comes alongside the pier, the water in the ballast chamber 21 is drained, and the submerged pontoon 2 is moored with an anchor 3 installed on the water bottom below the submerged pontoon 2 in advance. The traction section 31 of the anchor 3 is hoisted with a jack 22 to sink the submerged pontoon 2, and a large caisson 1 or a large floating body structure manufactured on the land is moved onto the submerged pontoon 2. The submerged pontoon 2 is sunk after the large caisson 1 or the large floating body structure is mounted, then the large caisson 1 or the large floating body structure is floated, and the large caisson 1 is launched.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、港湾構造物として使用
される大型ケーソンの進水工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for launching a large caisson used as a port structure.

【0002】[0002]

【従来の技術】ケーソンは、港湾構造物に多く使用され
る箱形のコンクリートプレキャスト部材であり、ドライ
で製作し進水させて浮上曳航し、所定の位置に据え付
け、中詰めをした後、蓋コンクリートを設置して構造物
とするものである。そのケーソンの進水工法として、斜
路式、ドック式、沈設台船利用式等が挙げられる。
2. Description of the Related Art A caisson is a box-shaped concrete precast member that is often used in harbor structures. It is manufactured in a dry state, launched, levitated, towed, installed at a predetermined position, and then filled with a lid. Concrete is installed to make a structure. As the caisson launching method, there are a slope type, a dock type, a sinking barge type, and the like.

【0003】<イ>斜路式 斜路式とは、護岸線に斜路を建設し、斜路の陸側に函台
を設置しその台上でケーソンを製作し、斜路を用いてケ
ーソンを進水させるものである。
<a> Shaft type Shaft type means that a caisson is constructed on a revetment line, a box stand is installed on the land side of the slope, caisson is manufactured on the stand, and the caisson is launched using the slope. Is.

【0004】<ロ>ドック式 ドック式には、ドライドック式とフローティングドック
式がある。ドライドック式とは、護岸線を堀込んでドッ
クを建設し、ドックにはゲート及び注水排水設備を設
け、ドック内を排水しケーソンを製作しゲートを開き、
注水してケーソンを進水させるものである。フローティ
ングドック式とは、造修船作業用のフローティングドッ
クを利用しケーソンを製作し、製作後ドックを沈降させ
てケーソンを進水させるものである。
<B> Dock type The dock type includes a dry dock type and a floating dock type. With the dry dock type, a dock is constructed by excavating a revetment line, a gate and a water injection / drainage facility are installed in the dock, the inside of the dock is drained, a caisson is manufactured, and the gate is opened
The caisson is launched by pouring water. The floating dock type is one in which a caisson is manufactured by using a floating dock for shipbuilding work, and after the manufacturing, the dock is settled and the caisson is launched.

【0005】<ハ>沈設台船利用式 沈設台船利用式とは、陸上でケーソンを製作し、護岸に
沈設台船を接岸させ、ケーソンを移動させて船上に搭載
し、沈設台船を沈降させケーソンを進水させるものであ
る。
<C> Settling barge use type The settling barge use type means that a caisson is manufactured on land, the sinking barge is docked on a revetment, and the caisson is moved to be mounted on the ship to sink the sinking barge. Let the caisson be launched.

【0006】[0006]

【発明が解決しようとする問題点】前記した従来のにあ
っては、次のような問題点がある。 <イ>斜路式 斜路式は、護岸線に斜路を建設する必要があり、斜路建
設用地を確保しなければならない。このため、設備費に
多大なコストが掛かる。また、一つの工事が終了すると
再利用することは少ないので、一カ所の工事で多くのケ
ーソンを必要としない場合は利用価値が低い。
[Problems to be Solved by the Invention] The above-mentioned prior art has the following problems. <a> Slope method The slope method requires the construction of a slope on the revetment line, and the land for slope construction must be secured. Therefore, a large amount of equipment costs. In addition, since one work is rarely reused, the utility value is low if a large number of caisons are not needed for one work.

【0007】<ロ>ドック式 ドライドック式は、護岸線にドックを建設する必要があ
り、ドック建設用地を確保しなければならない。このた
め、設備費に多大なコストが掛かる。また、一つの工事
が終了すると再利用することが少ないので、一カ所の工
事で多くのケーソンを必要としない場合は利用価値が低
い。フローティングドック式は、海上のフローティング
ドックでケーソンを製作するものなので、海象及び気象
条件の悪い時には工事を行うことができない。また、近
年海洋構造物が大型化する傾向にあるが、これらの構造
物を形成するケーソンを製作するドックがない。
<B> Dock type In the dock type, it is necessary to construct a dock on the revetment line, and a dock construction site must be secured. Therefore, a large amount of equipment costs. In addition, since it is rarely reused after the completion of one construction, the utility value is low if a large number of caisons are not needed for one construction. The floating dock type is for making caisson with a floating dock on the sea, so construction cannot be performed when the sea conditions and weather conditions are bad. Moreover, although marine structures have tended to increase in size in recent years, there is no dock for manufacturing caisson forming these structures.

【0008】<ハ>沈設台船利用式 沈設台船利用式は、陸上で製作したケーソンを沈設台船
へ搭載するのが、困難とされている。すなわち、重量の
あるケーソンを沈設台船へ移動させて行くと、沈設台船
がバランスを崩してしまい、沈設台船の水平を保ち安定
した状態で移動させることが難しい。このため、ケーソ
ンの沈設台船への搭載において、信頼性のある搭載技術
の開発が望まれている。
<C> Sinking carrier use type In the sinking carrier use type, it is difficult to mount a caisson manufactured on land on the sinking carrier. That is, when a heavy caisson is moved to the sinking berth, the sinking berth loses its balance, and it is difficult to move the sinking cradle horizontally and stably. For this reason, it is desired to develop a reliable mounting technique for mounting the caisson on a sinking barge.

【0009】[0009]

【本発明の目的】本発明は以上の問題を解決するために
成されたもので、その目的とするところは、経済的で、
ケーソン進水作業の安全性及び信頼性に優れた大型ケー
ソンの進水工法を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and its purpose is to be economical and
It is to provide a caisson launching method which is excellent in safety and reliability for launching caisson.

【0010】[0010]

【問題点を解決するための手段】本発明は、注排水設備
を備えたバラスト室を有する沈設台船を用い、前記沈設
台船を接岸させ、バラスト室の水を排水しておき、予め
沈設台船下方の水底に設置しておいたアンカーで沈設台
船を係留し、沈設台船上に設置したジャッキにより前記
アンカーの引張り部を引上げて、沈設台船を沈降させ、
陸上で製作した大型ケーソンや大型浮体構造物等を沈設
台船へ移動し、大型ケーソンや大型浮体構造物等を搭載
終了後、沈設台船を沈降させて、大型ケーソンや大型浮
体構造物等を浮上させる、大型ケーソンの進水工法であ
る。
SUMMARY OF THE INVENTION The present invention uses a sinking pontoon having a ballast chamber equipped with a pouring / draining facility, the sinking pontoon is berthed, and water in the ballast chamber is drained and then set in advance. Mooring the sinking pontoon with the anchor installed on the bottom of the ship, pulling up the tension part of the anchor by the jack installed on the sinking berth, and sinking the sinking berth,
After moving the large caisson and large floating structure that were manufactured on land to the sinking barge and loading the large caisson and large floating structure, etc., sink the sinking barge to remove the large caisson and large floating structure. It is a method of launching a large caisson that is raised.

【0011】[0011]

【実施例】以下図面を参照しながら本発明について説明
する。 <イ>全体の構成 図1に本発明のケーソン搭載時の斜視図を示す。図2〜
4は、本発明のケーソンの進水工程を示す側面断面図で
ある。本発明のケーソン進水工法は、護岸4に沈設台船
2を接岸させ、バラスト室21の水を排水した沈設台船
2をアンカー3により強制的に沈降させ、沈設台船2に
浮力を加え、ケーソン1乗継ぎ時に前記浮力により水平
状態を保ち、ケーソン1搭載後沈設台船2を沈降させケ
ーソン1を進水させるものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings. <B> Overall Configuration FIG. 1 shows a perspective view of the caisson according to the present invention. Figure 2
FIG. 4 is a side sectional view showing the launching process of the caisson of the present invention. According to the caisson launching method of the present invention, the sinking pontoon 2 is docked on the revetment 4, the sinking pontoon 2 that drains the water in the ballast chamber 21 is forcibly settled by the anchor 3, and buoyancy is applied to the sinking pontoon 2. The horizontal state is maintained by the buoyancy force when the caisson 1 is transferred, the caisson 1 is launched after the caisson 1 is mounted and the sinking carrier 2 is settled.

【0012】<ロ>ケーソン ケーソン1は、公知のコンクリート製函体であり、沈埋
函等の構造物も含む。前記ケーソン1は、架台11上で
製作される。前記架台11は、複数の車輪を有し、レー
ル12a及びレール12b上を円滑に移動する事ができ
る。
<B> Caisson The caisson 1 is a well-known concrete box, and includes a structure such as a submerged box. The caisson 1 is manufactured on a pedestal 11. The gantry 11 has a plurality of wheels and can move smoothly on the rails 12a and 12b.

【0013】<ハ>沈設台船 沈設台船2は、浮沈可能な船である。沈設台船2の船内
には、注排水設備を備えたバラスト室21が設けられて
いる。 前記バラスト室21に収容される水の水量を操
作することにより、沈設台船2の浮沈を制御することが
できる。沈設台船2の甲板23上には、レール12aと
同様なレール12bが敷設されている。また、沈設台船
2の甲板23上には、複数のジャッキ22が設置されて
いる。前記ジャッキ22は、水底に打設されるアンカー
3に張力を与えるものである。 沈設台船2甲板上に結
合部24が設けられている。前記結合部24は、半リン
グ状の突起体であり、沈設台船2上にケーソン1を移動
させる時沈設台船2が護岸4から離れない様に、護岸4
に設けられた杭41と係留ワイヤー42で係留しておく
為のものである。
<C> Sinking Ship The sinking ship 2 is a ship that can float and sink. A ballast chamber 21 equipped with a pouring / draining facility is provided inside the sinking barge 2. By operating the amount of water contained in the ballast chamber 21, it is possible to control the ups and downs of the submersible ship 2. A rail 12b similar to the rail 12a is laid on the deck 23 of the sinking barge 2. Further, a plurality of jacks 22 are installed on the deck 23 of the sinking pontoon 2. The jack 22 applies tension to the anchor 3 that is placed on the bottom of the water. A coupling portion 24 is provided on the deck of the sinking pontoon 2. The connecting portion 24 is a semi-ring-shaped protrusion, and is designed to prevent the sinking ship 2 from separating from the seawall 4 when the caisson 1 is moved onto the sinking ship 2.
It is for mooring with the pile 41 and the mooring wire 42 provided in the.

【0014】<ニ>アンカー アンカー3は、強制的に沈設台船2を沈降させ、沈設台
船2の浮力を増加させることを目的とした公知のアンカ
ーである。アンカー3による沈設台船2の沈降方法は、
アンカー幹体32を水底に打設しておき、引張り部31
を沈設台船2甲板上に設置したジャッキ22で引き上げ
ることにより、沈設台船2を沈降させる。
<D> Anchor The anchor 3 is a well-known anchor for the purpose of forcibly sinking the sinking table 2 and increasing the buoyancy of the sinking table 2. The sinking method of the sinking ship 2 with the anchor 3 is
The anchor trunk 32 is placed on the bottom of the water and the pulling part 31
Is pulled up by the jack 22 installed on the deck of the sinking pontoon 2 to sink the sinking pontoon 2.

【0015】[0015]

【作用】次に、本発明のケーソン進水工程について説明
する。 <イ>沈設台船の設置 アンカー幹体32を護岸4付近の水底に打設する。次に
沈設台船2のバラスト室21の水を排水し、甲板23が
護岸4より高くなるように、船体を浮上させておく。沈
設台船2を接岸し、アンカー3の引張り部31をジャッ
キ22に装着する。沈設台船2の甲板23と護岸4の高
さが同じになるまで、引張り部31をジャッキ22で引
上げる。このため、図2の様に沈設台船2は、沈降して
行く。沈設台船2は強制的に沈降させられるので、船体
に掛かる浮力は増大する。沈設台船2を所定位置まで沈
降させた後、甲板23上の結合部24と護岸4上の杭4
1とを係留ワイヤー42で係留する。
Next, the caisson launching process of the present invention will be described. <B> Installation of sinking barge An anchor trunk 32 is placed on the bottom of the water near the revetment 4. Next, the water in the ballast chamber 21 of the sunk ship 2 is drained, and the hull is levitated so that the deck 23 is higher than the revetment 4. The sinking pontoon 2 is berthed, and the pulling part 31 of the anchor 3 is attached to the jack 22. The pulling part 31 is pulled up by the jack 22 until the deck 23 of the sunk ship 2 and the revetment 4 have the same height. Therefore, as shown in FIG. 2, the sinking pontoon 2 sinks. Since the submerged carrier 2 is forcibly settled, the buoyancy on the hull increases. After the sinking ship 2 is settled to a predetermined position, the connecting portion 24 on the deck 23 and the pile 4 on the seawall 4
Mooring 1 and 1 with a mooring wire 42.

【0016】<ロ>ケーソンの搭載 ケーソン1を載置した架台11を沈設台船2の方向に移
動する。ケーソン1は、護岸4付近の製作ヤードの架台
11上で製作したものである。架台11はレール12a
上を移動するので、スムーズに移動作業を行える。架台
11を沈設台船2のレール12b上に徐々に移動させ
る。すると図3に示す様に、沈設台船2の護岸4側にケ
ーソン1及び架台11の重量が加わる。しかし、沈設台
船2には大きな浮力が働いているので、船体を水平に保
つ事ができる。さらに、この時沈設台船2に沖に向けて
水平方向へ力が加わるが、結合部24と杭41とが係留
ワイヤー42で係留されているので、沈設台船2が護岸
4から離れる事はない。このため、沈設台船2を安定さ
せた状態で架台11を移動することができる。
<B> Installation of caisson The gantry 11 on which the caisson 1 is mounted is moved toward the sinking berth 2. The caisson 1 is manufactured on a stand 11 in a manufacturing yard near the seawall 4. The gantry 11 is a rail 12a
Since it moves on the top, you can move smoothly. The gantry 11 is gradually moved onto the rails 12b of the sunk barge 2. Then, as shown in FIG. 3, the weight of the caisson 1 and the pedestal 11 is added to the revetment 4 side of the sunk ship 2. However, since a large buoyancy is exerted on the sinking barge 2, the hull can be kept horizontal. Further, at this time, a force is horizontally applied to the sinking pontoon 2 in the offshore direction, but since the connecting portion 24 and the pile 41 are moored by the mooring wire 42, the sinking pontoon 2 is not separated from the seawall 4. Absent. Therefore, the gantry 11 can be moved in a state in which the submerged pontoon 2 is stabilized.

【0017】<ハ>ケーソンの進水 架台11及びケーソン1を沈設台船2の中央まで移動し
た後、結合部24の係留ワイヤー42を外す。沈設台船
2のバラスト室21に水を注水し、沈設台船2を沈降さ
せ、ケーソン1を浮上させる。浮上したケーソン1を設
置現場まで曳航して行く。
<C> Caisson launching After moving the gantry 11 and the caisson 1 to the center of the sinking berth 2, the mooring wire 42 of the connecting portion 24 is removed. Water is poured into the ballast chamber 21 of the sinking pontoon 2 to sink the sinking pontoon 2 and raise the caisson 1. The towed caisson 1 is towed to the installation site.

【0018】[0018]

【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。 <イ>アンカーにより強制的に沈設台船を沈降させて、
予め沈設台船の浮力を増加させておくことにより、ケー
ソンを沈設台船上へ移動する際、前記浮力で沈設台船の
重量を支え、沈設台船を水平を保つ事ができ、ケーソン
移動作業を円滑かつ安全に行うことができる。
Since the present invention is as described above, the following effects can be obtained. <B> Forcibly sink the sinking barge with an anchor,
By increasing the buoyancy of the sinking barge in advance, when moving the caisson onto the sinking barge, it is possible to support the weight of the sinking barge by the above-mentioned buoyancy and keep the sinking barge horizontal. It can be done smoothly and safely.

【0019】<ロ>斜路やドックの建設及び斜路やドッ
ク建設用地が不要であり、沈設台船は他の進水現場に曳
航して再利用できるので、非常に経済的にケーソン進水
作業を行うことができる。
<B> Construction of slopes and docks and land for construction of slopes and docks is not required, and the berthing ship can be towed to another launch site for reuse, so it is very economical to carry out caisson launching work. It can be carried out.

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

【図1】本発明のケーソン搭載時の斜視図FIG. 1 is a perspective view of the caisson of the present invention when mounted.

【図2】本発明のケーソン進水工程を示す断面図FIG. 2 is a sectional view showing a caisson launching process of the present invention.

【図3】本発明のケーソン進水工程を示す断面図FIG. 3 is a sectional view showing a caisson launching process of the present invention.

【図4】本発明のケーソン進水工程を示す断面図FIG. 4 is a sectional view showing a caisson launching process of the present invention.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】注排水設備を備えたバラスト室を有する沈
設台船を用い、 前記沈設台船を接岸させ、バラスト室の水を排水してお
き、 予め沈設台船下方の水底に設置しておいたアンカーで沈
設台船を係留し、 沈設台船上に設置したジャッキにより前記アンカーの引
張り部を引上げて、沈設台船を沈降させ、 陸上で製作した大型ケーソンや大型浮体構造物等を沈設
台船へ移動し、 大型ケーソンや大型浮体構造物等を搭載終了後、沈設台
船を沈降させて、 大型ケーソンや大型浮体構造物等を浮上させる、 大型ケーソンの進水工法。
1. A sinking pontoon having a ballast chamber equipped with pouring / draining equipment is used, the sinking pontoon is docked, water in the ballast chamber is drained, and the sinker is installed beforehand on the bottom of the sinking boat. The sinking barge is moored with the anchors that have been set up, and the jack installed on the sinking barge pulls up the tension part of the anchor to sink the sinking barge, and the large caisson and large floating structures manufactured on land are settled on the sinking bar. A large caisson launching method in which the caisson and large floating structures are moved to the ship and after the large caisson and large floating structures have been installed, the sinking barge is settled to float the large caisson and large floating structures.
JP14105892A 1992-05-07 1992-05-07 Launching method for large caisson Pending JPH05311668A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14105892A JPH05311668A (en) 1992-05-07 1992-05-07 Launching method for large caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14105892A JPH05311668A (en) 1992-05-07 1992-05-07 Launching method for large caisson

Publications (1)

Publication Number Publication Date
JPH05311668A true JPH05311668A (en) 1993-11-22

Family

ID=15283275

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14105892A Pending JPH05311668A (en) 1992-05-07 1992-05-07 Launching method for large caisson

Country Status (1)

Country Link
JP (1) JPH05311668A (en)

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