JPH058301B2 - - Google Patents

Info

Publication number
JPH058301B2
JPH058301B2 JP60047451A JP4745185A JPH058301B2 JP H058301 B2 JPH058301 B2 JP H058301B2 JP 60047451 A JP60047451 A JP 60047451A JP 4745185 A JP4745185 A JP 4745185A JP H058301 B2 JPH058301 B2 JP H058301B2
Authority
JP
Japan
Prior art keywords
caisson
mound
temporary
dock
box
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 - Lifetime
Application number
JP60047451A
Other languages
Japanese (ja)
Other versions
JPS61207724A (en
Inventor
Hiromi Hagimoto
Yutaka Kashima
Norio Kondo
Tsutomu Tomizawa
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.)
DAIHO KENSETSU
Original Assignee
DAIHO KENSETSU
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 DAIHO KENSETSU filed Critical DAIHO KENSETSU
Priority to JP4745185A priority Critical patent/JPS61207724A/en
Publication of JPS61207724A publication Critical patent/JPS61207724A/en
Publication of JPH058301B2 publication Critical patent/JPH058301B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/06Constructions, or methods of constructing, in water

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (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) 本発明は港湾の防波堤、岸壁の躯体等に用いら
れるケーソンの製作方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method of manufacturing a caisson used for a breakwater in a port, a framework for a quay, etc.

(従来の技術) 従来、この種のケーソンを構築する場合、浮き
ドツク(フローテイングドツクともいう)を常に
水上に浮かべておき、その上でケーソンを製作す
る方法がある。
(Prior Art) Conventionally, when constructing this type of caisson, there is a method in which a floating dock (also called a floating dock) is always kept floating on the water and the caisson is built on top of that.

しかしながら、この工法においては、浮きドツ
ク上でケーソン下部躯体を製作すべくコンクリー
トを打設する場合、特に1ロツト目では、波にも
まれるため、コンクリートの強度に悪影響を及ぼ
すおそれがあるという欠点を有していた。
However, this method has the disadvantage that when pouring concrete to fabricate the caisson lower frame on a floating dock, the strength of the concrete may be adversely affected, especially in the first lot, as it gets caught in the waves. It had

しかして、上記欠点を少なくするためには非常
に剛性の高い大きな浮きドツクが必要となり、そ
の製作費、維持管理、曳航等に多大な費用を要す
るという問題点があつた。
However, in order to reduce the above-mentioned drawbacks, a large floating dock with extremely high rigidity is required, which poses a problem in that it requires a large amount of cost for manufacturing, maintenance, towing, etc.

また、浮きドツクを介してケーソンを製作した
場合、風波の強い日には、コンクリートの強度に
悪影響を与えるのみならず、揺れにより作業に危
険が伴い、時には作業不能となる場合も多々あ
り、作業性が悪く、しかも作業日数が長期化する
おそれがあるという欠点があつた。
In addition, if a caisson is constructed using a floating dock, on days with strong winds and waves, not only will it have a negative effect on the strength of the concrete, but the shaking will make the work dangerous, and in many cases, the work will be impossible. The drawbacks were that it was not easy to use, and the number of working days could be extended.

しかるに、風波等に対処した他の工法として
は、第5図に示すように、陸地近くの水底に所定
の深さのマウンド7を作り、その上にドツク8を
着底させてケーソン本体1′を製作したり、第6
図に示すように、マウンド7に直接ケーソン本体
1′を着底させて、製作していく方法がある。
However, as shown in Fig. 5, another method for dealing with wind and waves is to make a mound 7 of a predetermined depth on the bottom of the water near the land, place the dock 8 on top of it, and then build the caisson body 1'. or 6th
As shown in the figure, there is a manufacturing method in which the caisson body 1' is directly attached to the bottom of the mound 7.

しかしながら、この工法におていは、マウンド
の製作と撤去に時間と費用がかかり、かつ緊急時
にマウンドの移動ができない等の欠点があつた。
However, this construction method had drawbacks such as the time and expense required to create and remove the mound, and the mound could not be moved in an emergency.

(発明の目的) 本発明の目的とするところは、上記の欠点を除
去し、ケーソン本体の一部または全体を仮設のマ
ウンドとして沈設し、その仮設マウンド上のドツ
ク上において他のケーソン本体を完成させた後、
仮設マウンドを浮上させその仮設マウンドを本体
構造物として兼用するようにしたため、経済的
で、しかも安全、かつ迅速に作業を行うことので
きるケーソンの製作方法を提供することにある。
(Object of the Invention) The object of the present invention is to eliminate the above-mentioned drawbacks, to sink part or all of a caisson body as a temporary mound, and to complete another caisson body on a dock on the temporary mound. After letting
To provide a method for manufacturing a caisson that is economical, safe, and allows work to be carried out quickly because the temporary mound is floated and the temporary mound is also used as a main structure.

(問題を解決するための手段) 以下、図面に沿つて本発明の実施例を説明す
る。
(Means for solving the problem) Examples of the present invention will be described below with reference to the drawings.

本発明においては、先ず、第1図に示すよう
に、上部が開口し、かつ室aを有する箱型のケー
ソン本体の第1函目2a、すなわちケーソン本体
の下部躯体に相当する部分を製作する。この高さ
は仮設マウンドとして必要とされる高さを有して
いる。また、第1函目2aを製作する方法として
は、近隣の設備で製作し曳航して来る場合、ある
いは必要な浮力が得られる高さまで陸上又は浮ド
ツク等で製作し、水上で必要な高さまでコンクリ
ートを打ち足す場合等が考えられる。なお、第1
函目2aはケーソン本体の一部であるが、ケーソ
ン本体全体であつても良い。
In the present invention, first, as shown in FIG. 1, a first box 2a of a box-shaped caisson body having an open upper part and a chamber a, that is, a portion corresponding to the lower frame of the caisson body is manufactured. . This height has the height required for a temporary mound. In addition, the first box 2a can be manufactured using nearby equipment and towed, or it can be manufactured on land or in a floating dock to a height that provides the necessary buoyancy, and then it can be manufactured on water to the required height. Possible cases include adding concrete. In addition, the first
Although the box 2a is a part of the caisson body, it may be the entire caisson body.

次に、第2図に示すように、進水させた第1函
目2aを水底4に沈設し、これを仮設マウンドと
する。なお、第1図および第2図中3は第1函目
2aの上方開口部に設けられた蓋であり、この蓋
3は、第1函目2aの高さが不足しているような
場合、その厚みを調節して所定の高さを得るよう
にすることができ、高さ調節板として利用するこ
とも可能である。
Next, as shown in FIG. 2, the launched first box 2a is sunk into the water bottom 4, and is used as a temporary mound. Note that 3 in Figures 1 and 2 is a lid provided at the upper opening of the first box 2a, and this lid 3 is used when the height of the first box 2a is insufficient. , its thickness can be adjusted to obtain a predetermined height, and it can also be used as a height adjustment plate.

ついで、ケーソン下部躯体1aを製作する場合
において、第3図に示すように、仮設マウンド上
においてドツク5を据付け、その上でケーソン下
部躯体1aを製作する。
Next, when manufacturing the caisson lower body 1a, as shown in FIG. 3, the dock 5 is installed on a temporary mound, and the caisson lower body 1a is manufactured thereon.

しかる後、ケーソン本体1が所定の高さに達す
れば、仮設マウンドすなわち第1函目2aから分
離させ所定の場所に曳航すれば良い。
Thereafter, when the caisson main body 1 reaches a predetermined height, it can be separated from the temporary mound, that is, the first box 2a, and towed to a predetermined location.

しかして、第4図イに示すように、仮設マウン
ドとしての使用後においては、第1函目2aの内
部の水を排水ポンプ6等を介し排水し、ロ図に示
すように浮かせ、蓋3を除去し完成ケーソンとし
ての高さが不足している場合にはこの第1函目2
aをケーソン下部躯体とし、その上部に高さを補
うべくケーソン上部躯体2bを順次構築して他の
ケーソン本体2を完成させ目的の構造物の本体と
して用いる。したがつて本工法によれば仮設のマ
ウンド即本体とし得るため、資材、設備等の無駄
がない。
As shown in FIG. 4A, after use as a temporary mound, the water inside the first box 2a is drained through the drain pump 6, etc., and the lid 3 is floated as shown in FIG. If the height of the completed caisson is insufficient after removing it, use this first box 2.
A is used as a caisson lower body, and a caisson upper body 2b is built one after another to supplement the height above it, and another caisson body 2 is completed and used as the body of the target structure. Therefore, according to this construction method, the temporary mound can be used as the main body immediately, so there is no waste of materials, equipment, etc.

(発明の効果) 以上のように本発明によれば、ケーソン本体の
一部または全部を仮設マウンドとして水底に沈設
し、その仮設マウンド上において据付けたドツク
上でケーソン本体を必要数製作後、前記仮設マウ
ンドしたケーソンの上に必要に応じ不足高さ分を
継ぎ足してケーソン本体を完成させ、防波堤等の
構造物本体として使用するようにしたから、 (イ) 従前の浮ドツクの如き大規模な設備を要する
ことがなく、経費を大幅に節約できる。
(Effects of the Invention) As described above, according to the present invention, part or all of the caisson body is sunk to the bottom of the water as a temporary mound, and after manufacturing the required number of caisson bodies on the dock installed on the temporary mound, the The caisson itself was completed by adding the missing height as needed on top of the temporary mounded caisson, and used as the main body of a structure such as a breakwater. (a) Large-scale equipment like the conventional floating dock There is no need to do this, which can save you a lot of money.

(ロ) 従前におけるマウンドを作る経費、手間がは
ぶける。
(b) The cost and effort required to make conventional mounds will be increased.

(ハ) 仮設のマウンドとしてケーソンを使用し、移
動自在であるため、緊急時には容易に浮上させ
移動させることができる。
(c) A caisson is used as a temporary mound, and since it is movable, it can be easily floated and moved in an emergency.

(ニ) 必要に応じ任意の深さにできる。(d) Can be made to any depth as required.

(ホ) 仮設マウンドはケーソン本体の一部または全
体を兼ねているため、特殊な機器、余分な材料
を省け経済的である。
(E) Since the temporary mound also serves as part or all of the caisson body, it is economical as special equipment and extra materials can be omitted.

(ヘ) ドツクをも用いているため、波によるコンク
リート強度に対する悪影響、風波の強い場合の
危険性に対して問題がない。
(F) Since docks are also used, there is no problem with the adverse effects of waves on concrete strength or the dangers of strong winds and waves.

等種々の利点がある。There are various advantages such as

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

第1図ないし第4図イ,ロは本発明におけるケ
ーソンの製作工程を示す説明図、第5図および第
6図はそれぞれ従来例を示す。 1,2……ケーソン本体、1a……ケーソン下
部躯体、2a……ケーソン本体の第1函目、3…
…蓋、4……水底、5……ドツク。
1 to 4A and 4B are explanatory diagrams showing the manufacturing process of a caisson according to the present invention, and FIGS. 5 and 6 respectively show a conventional example. 1, 2... Caisson main body, 1a... Caisson lower frame, 2a... First box of caisson main body, 3...
...Lid, 4...Bottom, 5...Dock.

Claims (1)

【特許請求の範囲】[Claims] 1 近隣の設備、陸上または浮ドツク等で仮設マ
ウンドを兼ねるケーソン本体の一部または全体を
予め製作し、その上部に蓋をして所定の場所へ沈
設し、その上部にドツクを据付け、その上で別の
ケーソンを所定の高さに達するまで製作した後、
仮設マウンドとして使用した前記ケーソン本体の
一部または全体を浮上させ、蓋を除去しケーソン
本体として使用することを特徴としたケーソンの
製作方法。
1 Prefabricate part or all of the caisson body that also serves as a temporary mound from nearby equipment, land or a floating dock, cover the top of it, sink it in the designated place, install the dock on top of it, and After making another caisson until it reaches the desired height,
A method for manufacturing a caisson, comprising floating a part or the whole of the caisson body used as a temporary mound, removing the lid, and using the caisson body as the caisson body.
JP4745185A 1985-03-12 1985-03-12 Manufacture of caisson Granted JPS61207724A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4745185A JPS61207724A (en) 1985-03-12 1985-03-12 Manufacture of caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4745185A JPS61207724A (en) 1985-03-12 1985-03-12 Manufacture of caisson

Publications (2)

Publication Number Publication Date
JPS61207724A JPS61207724A (en) 1986-09-16
JPH058301B2 true JPH058301B2 (en) 1993-02-01

Family

ID=12775515

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4745185A Granted JPS61207724A (en) 1985-03-12 1985-03-12 Manufacture of caisson

Country Status (1)

Country Link
JP (1) JPS61207724A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63268817A (en) * 1987-04-24 1988-11-07 Toa Harbor Works Co Ltd Floating of caisson

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58138832A (en) * 1982-02-10 1983-08-17 Penta Ocean Constr Co Ltd Caisson levee and construction thereof

Also Published As

Publication number Publication date
JPS61207724A (en) 1986-09-16

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