JPS5973389A - Process of launching concrete structure - Google Patents

Process of launching concrete structure

Info

Publication number
JPS5973389A
JPS5973389A JP18495082A JP18495082A JPS5973389A JP S5973389 A JPS5973389 A JP S5973389A JP 18495082 A JP18495082 A JP 18495082A JP 18495082 A JP18495082 A JP 18495082A JP S5973389 A JPS5973389 A JP S5973389A
Authority
JP
Japan
Prior art keywords
concrete structure
floating
water
land
floating dock
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
JP18495082A
Other languages
Japanese (ja)
Inventor
Kazuo Kamisaka
上坂 和男
Yukio Mori
森 由起夫
Masayoshi Suzuki
鈴木 政義
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 JP18495082A priority Critical patent/JPS5973389A/en
Publication of JPS5973389A publication Critical patent/JPS5973389A/en
Pending legal-status Critical Current

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  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PURPOSE:To efficiently launch a structure on the sea, by carrying out a prosess comprising the steps of arranging, on the bottom ground of the shallow water, a floating dock which is connectable to the land, floating up the dock onto which the structure is beforehand transferred, and submerging the dock in a deep sea area. CONSTITUTION:A concrete structure 2 which has been manufactured on the land 6 is loaded on a floating dock 1 which is arranged on the bottom ground 5 of the shallow water and which is connectable to the land 6. Then, ballast-adjustment is made to the floating dock 2 to float up the latter, and thereafter, is towed to a deep sea area where the floating dock 1 is alone submerged. Therefore, the concrete structure 2 is in the condition of being launched on the sea. With such a simple equipment a very heavy concrete structure may be efficiently launched.

Description

【発明の詳細な説明】 本発明は、例えば防波堤や、その他のコンクIJ−ト構
造物を水中に進水させる工法の改良に関するもので、そ
の目的とするところは設備費を節約すると共に、工期の
短縮を計り、しかも安全にコンクリート構造物を水中内
へ進水させる工法を提供することにある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to improvements in construction methods for launching, for example, breakwaters and other concrete IJ-structures into water. The purpose of the present invention is to provide a method for launching concrete structures into water safely while reducing the time required.

従来、コンクリート構造物を水中に進水させる方法とし
ては、例えば第4図(イ)に示すように、陸地で製作し
たコンクリート構造物11ケ水中−\進水させるための
レールの如き斜路12を陸上がら水中にかけて敷設し、
その斜路12上を移動可能な台車13にコンクリート構
造物11 k載せ、かつ(ロ)図て示すように、斜路L
:にイ′1)ってあたかも舟の進水を行うようにしてコ
ンクリート構造・吻11を水−Hに移行せしめてこの構
造物自体の浮力により水面((浮かべて進水させる方法
がある。1また、他の方法としては、第51図(で示す
ように、陸地(て接する海上に間隔ケ介し相対向しで設
けた支台14.14の上に多数のウィンチ15を設け、
これらのウィンチ15ハ夫々相互に同調し7て作動する
ように構成すると共に、ウィンチ15のワイヤーをエレ
ベータの台16に接続し、このようにして構成した設備
を用いて陸地て造られたコンクリート構造′吻11を水
中−\イ4水させる方法がある。すなわち、第51図(
イ)〜(/うに示すように、コンクリート構造物11を
台用13ヲ介しエレベータの台16上に移行させた後、
同に)に示すよう(・ζ、ウィンチ15を操作してエレ
ベータの台16ヲ水中に沈下せしめ、その際この構造物
自体の浮力により構造物を水面に浮かべて通水させる方
法がある。
Conventionally, as a method for launching a concrete structure into water, for example, as shown in FIG. Installed from land to underwater,
The concrete structure 11k is placed on a trolley 13 that can move on the slope 12, and (b) the slope L as shown in the figure.
There is a method of moving the concrete structure/proboscis 11 into water H as if launching a boat, and using the buoyancy of this structure itself to float it on the water surface. 1. As another method, as shown in FIG.
These winches 15 are configured to operate in synchronization with each other, and the wires of the winches 15 are connected to the elevator platform 16, and a concrete structure built on land using the equipment configured in this way is constructed. 'There is a method of putting the snout 11 under water. That is, Fig. 51 (
b)~(/As shown in U, after moving the concrete structure 11 onto the elevator platform 16 via the platform 13,
As shown in Figure 1), there is a method in which the winch 15 is operated to lower the elevator platform 16 into the water, and at this time the structure is floated on the water surface by the buoyancy of the structure itself and water is passed through it.

しかしながら、前者の方法においては陸上から水中に延
びる斜路を敷設する手間を要し、また、後者の方法にお
いてはエレベータの台16をバランスを保ちながら水中
へ沈下させる必要があり、そのため多数の各ウィンチ1
5を夫々調整しながら駆動するための制御手段をも設け
なければならず、何れの方法にしても莫大な設備費を必
要とし、しかも工事期間が長くかかりかつ天候などに工
事が支配されたり、安全性に難也があるなどの欠点を伴
なっていた。
However, the former method requires the effort of constructing a slope extending from land into the water, and the latter method requires the elevator platform 16 to be lowered into the water while maintaining balance, which requires a large number of winches for each winch. 1
It is necessary to provide a control means to drive each of the parts 5 while adjusting each of them, and either method requires a huge amount of equipment cost, takes a long construction period, and is subject to weather conditions. It was accompanied by drawbacks such as safety issues.

本発明は上記の欠点を解消せんとするもので、以下、図
面に沿って本発明を説明する。
The present invention aims to solve the above-mentioned drawbacks, and will be described below with reference to the drawings.

第1図(イ)〜0うけ本発明の実施に用いられる装置を
示すもので、図中りは浮トンクで、この浮ドツクLの本
体1affi構成するバラストタンク部は、例えば鋼板
を用いて矩形状に形成しており、この本体1aの両側部
には本体1aを沈下させる際、好適なバランスを得るた
めの側壁状をなす補助フo −トibが必要に応じ立設
されている。
Figures 1 (a) to 0 show the equipment used to carry out the present invention. On both sides of the main body 1a, auxiliary feet ib in the form of side walls are erected as necessary to obtain a suitable balance when the main body 1a is lowered.

また、本体1aの四隅には浮ドックYを適宜沈めたり、
浮上させたりするだめの注排水弁ICが設けられている
。52←↓コンクリート構造物、3げコンクリート構造
物2を移送する台車、4a。
In addition, floating docks Y can be sunk in the four corners of the main body 1a,
A pouring and draining valve IC is provided for floating. 52←↓Concrete structure, trolley for transporting the three-legged concrete structure 2, 4a.

4bはそれぞれ浮ドツク本体1aの上面および陸上の作
業面に敷設されたレールの如き台車用fg動手段、5は
浅い水底地盤で(イ))る。
Reference numeral 4b denotes a trolley fg moving means such as rails laid on the upper surface of the floating dock body 1a and the work surface on land, respectively, and 5 denotes a shallow underwater ground (a).

次に本発明のコンクIJ −ト構造゛吻の伍水工法の一
実施例を説明する。
Next, an embodiment of the concrete IJ-tree structure proboscising method of the present invention will be described.

海、川、湖など岸に近い水深の浅い場所か、または人工
的に水深の浅い場所を造成し、この場所の水面−ヒに浮
トンク1を浮かべ、しかる後この浮ドツク1内に僅かの
水を注入し、この浮ドツク上を、その上端が陸地6の上
端とほぼ一致する高さに沈下せしめ水深の浅い゛局所の
水底地盤5上に安定した状態で固定し、この上に陸上で
製作したコンクリート構造物2を台車3(で載せ、レー
ルの如き移動手段4 a 、4bを介し浮ト”ツク1上
に載せる(第2図(イ)参照)。
A shallow place near the shore of the sea, a river, a lake, or an artificially shallow place is created, and the floating tonk 1 is floated on the water surface of this place, and then a small amount of water is placed inside the floating dock 1. By injecting water, the floating dock is lowered to a height where its upper end almost matches the upper end of the land 6, and is stably fixed on the local water bottom ground 5 in a shallow water depth. The manufactured concrete structure 2 is placed on a cart 3 (see FIG. 2(a)) and placed on the floating truck 1 via moving means 4a, 4b such as rails.

つぎに、浮トンク1の内部に注水されている僅少の水を
月?ン/″々どを用いて外j7’l(/\排出しコンク
リート構造物2と台車3とを載せた捷まの状態で浮ドツ
ク上を浮上させる(第2図(o)参照)。
Next, let's take a look at the small amount of water poured inside Floating Tonk 1. Then, the concrete structure 2 and the truck 3 are placed on top of the floating dock (see Fig. 2 (o)).

しかして、浮上させた浮ド、ツクI S?運搬などによ
り水深の深い所へ洩航し、かつ浮ドツク内に再び水を注
入して浮ドツクLと台車3とを水中に沈下させ、上記コ
ンクリート構造物2をそれ自体の浮力によって浮上へせ
ることによりコンクリート構造物2と台車3とを分離さ
せる(第2図G−1参照)。
However, the floating object that surfaced, Tsuku IS? The ship leaks into deep water due to transportation, etc., and water is injected into the floating dock again to sink the floating dock L and the truck 3 into the water, and the concrete structure 2 is floated by its own buoyancy. As a result, the concrete structure 2 and the truck 3 are separated (see Fig. 2 G-1).

しかる後、水中に沈下させた浮ドツクVから水を抜くこ
とにより再び浮トンク↓を浮上させ、水深の浅い場所に
洩航し、かつ僅少の水を注入して水底地盤5にに沈下固
定し、台車3を陸上におけるコンクIJ −ト構造物2
の製作箇所に移行させ、上記工程を適宜縁す返すことに
より陸上で製作した多数の構造物を次々と水中へ進水さ
せることができる。
After that, by draining the water from the floating dock V that has been submerged in the water, the floating dock ↓ is floated again to a shallow place, and a small amount of water is injected to sink and fix it to the underwater ground 5. , the trolley 3 is used as a concrete IJ-to structure 2 on land.
By moving the structure to the manufacturing location and repeating the above steps as appropriate, it is possible to launch a large number of structures manufactured on land into the water one after another.

以上の4り本発明によれば、従前の工法のように大規模
な斜路寸たはエレベータ−の設備を行う必要がないので
、工期が短縮し、かつ設備費および設備後の維持管理費
などを大I41 K低減させることがでへる効果がある
According to the above four aspects of the present invention, there is no need to install large-scale slopes or elevators as in the conventional construction method, so the construction period is shortened, and equipment costs and post-equipment maintenance costs are reduced. It has the effect of reducing the I41K by a large amount.

第3図ぐま本発明の他の実施例を示1もので、陸地の一
部にはり丁矩形の凹所7を設け、かつ凹所の左右の陵部
f)a、6bにそれぞれレールの如き移動手段4b’、
4b’を設けておき、凹所7内の水底地盤上に固定した
浮ドツク1に対し左右の任意の側からコンクリート構造
物2を移行させることができる点に特徴を有している。
Fig. 3 shows another embodiment of the present invention, in which a rectangular recess 7 is provided in a part of the land, and ridges f) a and 6b on the left and right sides of the recess are respectively shaped like rails. transportation means 4b',
4b' is provided, and the concrete structure 2 can be moved from any left or right side to the floating dock 1 fixed on the underwater ground in the recess 7.

なお、凹所7の正面の陵部6Cにも破線で示すように移
動手段4g′キ設けておき、コンクリート構造物2を玉
方の任意の箇所から浮ドックL内に移行させることも可
能である。
Furthermore, it is also possible to provide a moving means 4g' in the ridge 6C in front of the recess 7 as shown by the broken line, and move the concrete structure 2 into the floating dock L from any location on the surface. be.

しかして、この実施例でeJ、例えば右側の陵部6aか
らコンクリート構造物2を浮ドツク1へ移行させて、か
つ進水せしめたイ々、左側の陵部6bおよびもしくは正
面の陵部6Cにコンクリート構造物2を待機させておき
、凹所7内にILI+収した浮ドツクL、あるいは新た
に用意した浮ト。
Therefore, in this embodiment, eJ, for example, when the concrete structure 2 is transferred from the right ridge 6a to the floating dock 1 and launched, it is transferred to the left ridge 6b and/or the front ridge 6C. The concrete structure 2 is kept on standby, and the ILI+ floating dock L is placed in the recess 7, or a newly prepared floating dock is placed.

ツク1 (fc lllfi次コンクリート構造吻2を
層性させることができ、作業効率が良い利点を有してい
る。
It has the advantage that the concrete structure 2 can be layered and the work efficiency is good.

才だ、凹所7が入江、港内などの役割りを果/c二すた
め、水面の波が穏やかであリコンクIJ−ト1’fI+
)遺物2を・小やかに浮ドツクエへ移行させることがで
きる利点がある。
Because recess 7 serves as an inlet, a port, etc., the waves on the water surface are calm and reconcavity 1'fI+
) It has the advantage of being able to slowly transition Relic 2 to a floating dots quest.

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

第1図(イ)〜()]は本発明にfilいられる設備を
示す説明図、第2図(イ)〜に)は本発明にかかる工法
の一実施例の工程説明図、第3図は本発明の他の実施例
、第4図(イ) 、 (0)および第5図(イ)〜(勾
はそれぞれ従来例を示す。 1・浮ゝドック、1a・・・本体、1b・・・補助フロ
ート、1c・・・注排水弁、2・・コンクリート構造゛
吻、3・・・台車、4a、4b・・・移動手段、5・水
底地盤、6・・陸地。 2 図 第5図 (ロ) @5図 471−
Figures 1(a) to 1) are explanatory diagrams showing equipment that can be used in the present invention, Figures 2(a) to 2) are process diagrams of an embodiment of the construction method according to the present invention, and Figure 3 4(A), (0) and FIG. 5(A) to (gradients indicate conventional examples, respectively. 1. Floating dock, 1a...Main body, 1b. ... Auxiliary float, 1c... Filling and draining valve, 2... Concrete structure proboscis, 3... Trolley, 4a, 4b... Means of transportation, 5. Underwater ground, 6. Land. 2 Figure 5 Figure (B) @5 Figure 471-

Claims (1)

【特許請求の範囲】[Claims] 陸地と接続可能な浮ドツクを浅い水底地盤上に設置し、
この上に陸上で製作したコンクリート構造物を移行させ
た後、前記浮ドツクを浮上させ、しかる後水深の深い所
−・洩航して浮ドツクを水中に沈下せしめ、ついで前記
コンクIJ−ト構造物と浮トンクとを分離させるコンク
リート構造・(勿の進水工法。
A floating dock that can be connected to land is installed on shallow underwater ground,
After transferring the concrete structure manufactured on land onto this, the floating dock is floated, and then the floating dock is sunk into the water by leaking into deep water, and then the concrete IJ structure is Concrete structure that separates objects from the floating tonk (Nano launch construction method).
JP18495082A 1982-10-20 1982-10-20 Process of launching concrete structure Pending JPS5973389A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18495082A JPS5973389A (en) 1982-10-20 1982-10-20 Process of launching concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18495082A JPS5973389A (en) 1982-10-20 1982-10-20 Process of launching concrete structure

Publications (1)

Publication Number Publication Date
JPS5973389A true JPS5973389A (en) 1984-04-25

Family

ID=16162186

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18495082A Pending JPS5973389A (en) 1982-10-20 1982-10-20 Process of launching concrete structure

Country Status (1)

Country Link
JP (1) JPS5973389A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007113157A (en) * 2005-10-24 2007-05-10 Unitika Textiles Ltd Antistatic warp knit
KR100722549B1 (en) 2005-10-26 2007-05-28 조영식 dry dock
CN102582800A (en) * 2012-02-27 2012-07-18 大连理工大学 Floating state controller of joint-load device for land and sea connection transportation and working method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007113157A (en) * 2005-10-24 2007-05-10 Unitika Textiles Ltd Antistatic warp knit
KR100722549B1 (en) 2005-10-26 2007-05-28 조영식 dry dock
CN102582800A (en) * 2012-02-27 2012-07-18 大连理工大学 Floating state controller of joint-load device for land and sea connection transportation and working method thereof

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