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JPH0336367B2 - - Google Patents
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JPH0336367B2 - - Google Patents

Info

Publication number
JPH0336367B2
JPH0336367B2 JP11635584A JP11635584A JPH0336367B2 JP H0336367 B2 JPH0336367 B2 JP H0336367B2 JP 11635584 A JP11635584 A JP 11635584A JP 11635584 A JP11635584 A JP 11635584A JP H0336367 B2 JPH0336367 B2 JP H0336367B2
Authority
JP
Japan
Prior art keywords
caisson
barge
water
pouring
formwork
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
JP11635584A
Other languages
Japanese (ja)
Other versions
JPS60261831A (en
Inventor
Tadashi Seo
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.)
Toa Corp
Original Assignee
Toa 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 Toa Corp filed Critical Toa Corp
Priority to JP11635584A priority Critical patent/JPS60261831A/en
Publication of JPS60261831A publication Critical patent/JPS60261831A/en
Publication of JPH0336367B2 publication Critical patent/JPH0336367B2/ja
Granted 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)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は護岸または防波堤用などに使用される
ケーソンをその据付場所近くの水上で製作可能と
するケーソンの製作方法に関するもである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method of manufacturing a caisson used for a seawall or a breakwater, etc., which allows the caisson to be manufactured on the water near its installation site.

〔従来技術〕[Prior art]

従来、重力式護岸、あるいは防波堤として使用
されるケーソンは、陸上ケーソンヤード及びドラ
イドック等にて製作されていた。陸上ケーソンヤ
ードで製作されたケーソンは起重機船により揚げ
られ、水中へ進水し、ドライドックにて製作され
た場合にはドック内に注水することにより水中に
進水し、それぞれ曳船により曳航され、据付場所
または仮置場所へ移動されるのが普通である。
Conventionally, caissons used as gravity type seawalls or breakwaters have been manufactured in onshore caisson yards, dry docks, and the like. A caisson manufactured in an onshore caisson yard is hoisted by a hoist and launched into the water; if it is manufactured in a dry dock, it is launched into the water by injecting water into the dock, and is towed by a tugboat. It is usually moved to an installation location or temporary storage location.

これらの場合、製作されるケーソンの大きさは
吊揚げの際の起重機船の能力やドライドックの規
模に左右されるという問題があつた。
In these cases, there was a problem in that the size of the caisson to be manufactured depended on the capacity of the hoist and the scale of the dry dock.

〔発明の目的〕[Purpose of the invention]

そこで、本発明は前記従来の問題点を解消する
ためになされたものであり、起重機船の能力やド
ックの規模に関係なく、大きなケーソンを水上で
形成可能とする工法を提供することを目的とした
ものである。
Therefore, the present invention was made to solve the above-mentioned conventional problems, and its purpose is to provide a construction method that allows large caissons to be formed on the water, regardless of the capacity of the hoist or the scale of the dock. This is what I did.

〔発明の構成〕[Structure of the invention]

即ち、本発明のケーソンの製作方法は、水面上
に注排水可能な1個または多数を連結した台船を
浮設し、その台船上に底型枠を取付けの上、ケー
ソン底版のコンクリート打設及び養生の後、浮力
を有する璧部型枠を段階的に組付けながら、ケー
ソン璧部のコンクリート打設及び養生を順次行な
い、その後に上記台船内に順次注水しながらケー
ソンを進水することにより構成される。
That is, the method for manufacturing a caisson of the present invention involves floating one or many connected barges capable of pouring water onto the water surface, attaching a bottom formwork to the barge, and pouring concrete for the caisson bottom slab. After curing, concrete pouring and curing of the caisson wall are carried out while assembling the buoyant wall formwork in stages, and then the caisson is launched while sequentially pouring water into the barge. configured.

実施例 以下図面を参照して本発明の方法を用いたケー
ソンの製作手順の一実施例を説明すると、まず第
1図に示すように多数の注排水可能なボックスバ
ージを連結した台船1を水面W上に浮設し、その
台船1の上面の画板上に第2図に示すごとく、形
成されるケーソンの底型枠2を取付ける。
EXAMPLE An example of the procedure for manufacturing a caisson using the method of the present invention will be described below with reference to the drawings. First, as shown in FIG. The barge 1 is floated on the water surface W, and the bottom formwork 2 of the caisson to be formed is attached to the screen board on the upper surface of the barge 1, as shown in FIG.

次に、第3図に示すごとく、この底型枠2内に
ケーソン底板3Aのコンクリート打設及びその養
生を行なう。
Next, as shown in FIG. 3, the caisson bottom plate 3A is concreted and cured within the bottom form 2.

次に、第4図に示すごとく、第1段目の璧部型
枠4Aを組付け、この璧部型枠4A上に、第5
図、第6図及び第7図に示すごとく第2段目の璧
部型枠4B及び第3段目の璧部型枠4cを段階的
に組付けながら、ケーソン璧部3Bのコンクリー
トの打設及び養生を順次行なつて行く。
Next, as shown in FIG. 4, the first wall formwork 4A is assembled, and the fifth
While assembling the second stage wall formwork 4B and the third stage wall formwork 4c in stages as shown in Figures 6 and 7, pouring concrete for the caisson wall section 3B. and curing will be carried out sequentially.

ここで、これらの璧部型枠4A,4B,4Cも
浮力をもたせるための空間が形成されている。
Here, spaces are formed in these walls 4A, 4B, and 4C to provide buoyancy.

次に、第7図及び第8図に示すごとく、ケーソ
ンの乾舷部3C用の乾舷型枠5を組付けて、コン
クリート打設及び養生を行なうが、この乾舷型枠
5は喫水上に位置するので浮力をもたせても、も
たせなくてもよい。
Next, as shown in Figures 7 and 8, the freeboard form 5 for the freeboard section 3C of the caisson is assembled, and concrete is poured and cured. Since it is located at , it does not need to be buoyant or buoyant.

以上によりケーソン6が出来上つたら、第9図
のごとく台船1に注水しながら水中で個別に分離
して取外し、次いで璧部型枠4A,4B,4C及
び乾舷枠5を取り外し、第10図のごとくケーソ
ン6が完成し、風波をさけるためふた7を取付け
の上、据付場所に曳航する。
Once the caisson 6 is completed as described above, it is separated and removed individually under water while pouring water into the barge 1 as shown in Fig. 9, and then the wall formworks 4A, 4B, 4C and the freeboard frame 5 are removed. As shown in Figure 10, the caisson 6 is completed, a lid 7 is attached to prevent wind and waves, and it is towed to the installation site.

なお、上記実施例では、台船1に多数を連結し
た分割型のものを使用しているが、勿論1個から
なる一体物の台船1を使用することも可能であ
り、分割型のものを使用すれば、台船1の大きさ
を自由に変更でき、その製作が容易になる。
In the above embodiment, a split type barge 1 in which a number of barges are connected is used, but of course it is also possible to use a single integrated barge 1, and a split type barge 1 is used. By using the barge 1, the size of the barge 1 can be changed freely and its manufacture becomes easy.

〔発明の効果〕〔Effect of the invention〕

従つて、本発明のケーソンの製作方法を採用す
れば、従来の陸上ケーソンヤードにて製作される
場合のごとく、吊揚げの際の起重機船の能力や、
ドライドックで製作される場合のドライドックの
規模に左右されることがなく、大規模なケーソン
の製作を可能とし、しかもその据付場所の近くで
製作可能であり、曳航費用も低減するという効果
もある。
Therefore, if the caisson manufacturing method of the present invention is adopted, the ability of the hoist ship during hoisting,
When manufactured in a dry dock, it is not affected by the scale of the dry dock, making it possible to manufacture large-scale caisson, and it can also be manufactured near the installation site, which also has the effect of reducing towing costs. be.

さらに璧部型枠を注排水可能としたので、ケー
ソンを製作している間に台船の浮力が不足しても
璧部型枠の浮力により、この分の浮力を補うこと
ができるという効果がある。
Furthermore, since the wall formwork can be filled with water, even if the buoyancy of the barge is insufficient during the manufacture of the caisson, the buoyancy of the wall formwork can compensate for this buoyancy. be.

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

第1図、第2図、第3図、第4図、第5図、第
6図、第7図、第8図及び第9図は本発明の工法
を用いたケーソンの製作手順の一実施例を示す側
断面図であり、第10図は上記により完成したケ
ーソンを示す側面図である。 1……台船、2……底型枠、3A……ケーソン
底版、3B……ケーソン璧部、4A,4B,4C
……璧部型枠、6……ケーソン、W……水面。
Figure 1, Figure 2, Figure 3, Figure 4, Figure 5, Figure 6, Figure 7, Figure 8, and Figure 9 are examples of the steps for manufacturing a caisson using the construction method of the present invention. FIG. 10 is a side sectional view showing an example, and FIG. 10 is a side view showing the caisson completed as described above. 1... Barge, 2... Bottom formwork, 3A... Caisson bottom plate, 3B... Caisson wall, 4A, 4B, 4C
... Wall formwork, 6... Caisson, W... Water surface.

Claims (1)

【特許請求の範囲】[Claims] 1 水面上に注排水可能な1個または多数を連結
した台船を浮設し、その台船上に底型枠を組付け
の上、ケーソン底版のコンクリート打設及び養生
の後、浮力を有する璧部型枠を段階的に組付けな
がらケーソン璧部のコンクリート打設及び養生を
順次行ない、その後に上記台船内に順次注水しな
がらケーソンを進水することを特徴とするケーソ
ンの製作方法。
1. Floating one barge or a number of barges connected to each other capable of pouring water and water on the water surface, assembling the bottom formwork on the barge, and after pouring concrete and curing the caisson bottom slab, a buoyant barge is constructed. A method for producing a caisson, which comprises sequentially assembling the part formwork in stages, sequentially placing and curing concrete on the wall of the caisson, and then launching the caisson while sequentially pouring water into the barge.
JP11635584A 1984-06-08 1984-06-08 Process of contructing caisson Granted JPS60261831A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11635584A JPS60261831A (en) 1984-06-08 1984-06-08 Process of contructing caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11635584A JPS60261831A (en) 1984-06-08 1984-06-08 Process of contructing caisson

Publications (2)

Publication Number Publication Date
JPS60261831A JPS60261831A (en) 1985-12-25
JPH0336367B2 true JPH0336367B2 (en) 1991-05-31

Family

ID=14684902

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11635584A Granted JPS60261831A (en) 1984-06-08 1984-06-08 Process of contructing caisson

Country Status (1)

Country Link
JP (1) JPS60261831A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1016132C2 (en) * 2000-09-08 2002-03-11 Univ Eindhoven Tech Construction method for underground chamber, especially tunnels or cellars, using removable platform floating on ground water in excavated pit

Also Published As

Publication number Publication date
JPS60261831A (en) 1985-12-25

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