JP2000257093A - Ballast tank for burying box and burying method of burying box using it - Google Patents

Ballast tank for burying box and burying method of burying box using it

Info

Publication number
JP2000257093A
JP2000257093A JP11061838A JP6183899A JP2000257093A JP 2000257093 A JP2000257093 A JP 2000257093A JP 11061838 A JP11061838 A JP 11061838A JP 6183899 A JP6183899 A JP 6183899A JP 2000257093 A JP2000257093 A JP 2000257093A
Authority
JP
Japan
Prior art keywords
bag
box
water
submerged
ballast tank
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
JP11061838A
Other languages
Japanese (ja)
Inventor
Tomohiro Tsuji
智宏 辻
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.)
Sumitomo Rubber Industries Ltd
Original Assignee
Sumitomo Rubber Industries Ltd
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 Sumitomo Rubber Industries Ltd filed Critical Sumitomo Rubber Industries Ltd
Priority to JP11061838A priority Critical patent/JP2000257093A/en
Publication of JP2000257093A publication Critical patent/JP2000257093A/en
Pending legal-status Critical Current

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  • Gasket Seals (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

(57)【要約】 【課題】 沈埋函を、安全に、水底の正しい位置に、正
しい姿勢で沈埋させることが可能で、しかも組み立てや
解体の作業に手間がかからない上、何度でも再利用でき
て廃材が発生しない沈埋函用バラストタンクと、それを
用いた沈埋函の沈埋方法とを提供する。 【解決手段】 バラストタンクは、柔軟な袋体1を、枠
体2によって、その移動と変形とを規制しつつ、膨張、
収縮を許容した状態で、沈埋函TEに着脱自在に固定
し、かつ上記袋体1に、水の注入と空気の排出とを行う
弁V1〜V3を接続した。沈埋方法は、まず空気を満た
した膨張状態の袋体1に、弁V1を水の注入用、V2、
V3を空気の排出用として用いて、膨張形状を維持しつ
つ水Wを注入して、その重みによって沈埋函TEを水底
に沈埋する。
(57) [Abstract] [Problem] It is possible to bury a buried box safely and at the correct position on the water bottom in a correct posture, and it can be reused as many times as possible without the hassle of assembling and dismantling work. Provided is a ballast tank for a submerged box that does not generate waste materials, and a submerged box using the same. SOLUTION: The ballast tank inflates and expands a flexible bag 1 while controlling its movement and deformation by a frame 2.
In a state in which contraction was allowed, valves V1 to V3 for injecting water and discharging air were connected to the bag body 1 so as to be detachably fixed to the sunk box TE. The submerging method is as follows. First, a valve V1 is used for injecting water into the inflated bag 1 filled with air, V2,
V3 is used for discharging air, water W is injected while maintaining the expanded shape, and the buried box TE is buried under the water by its weight.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、沈埋トンネルを構
成する沈埋函を施工現場において水底に沈埋する際に、
錘として機能する新規な沈埋函用バラストタンクと、そ
れを用いた沈埋函の沈埋方法とに関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a method for submerging a submerged box constituting a submerged tunnel on a water floor at a construction site.
The present invention relates to a new ballast tank for a submerged box functioning as a weight and a submerged box submerging method using the same.

【0002】[0002]

【従来の技術】海底、河底などの水底にトンネルを造る
方法として、陸上のドックなどで建造した沈埋函を複数
個、両岸から順次、水底に掘った溝に沈埋するととも
に、隣接する沈埋函同士を環状のゴムガスケットによっ
て止水しつつ順次、剛結合してトンネルを構築する、い
わゆる沈埋工法がある。
2. Description of the Related Art As a method of constructing a tunnel at the bottom of the water such as the seabed or riverbed, a plurality of buried boxes built on land docks are sequentially buried from both banks in a trench dug on the bottom of the water, and the adjacent buried land is buried. There is a so-called sinking method in which the tunnels are rigidly connected to each other while the water is stopped by an annular rubber gasket.

【0003】この沈埋工法において使用される沈埋函
は、トンネルのごく一部を構成するものとは言え、中な
いし大型船舶並みの大きさを有しており、陸上を輸送す
るのは困難であるため、通常は、かかる大型の沈埋函を
建造しうる設備を備えたドックにおいて鋼製の函体のみ
を、水上に浮かべることができる状態まで建造して、そ
れを遠路、施工現場まで航送している。
[0003] Although the submerged box used in this submerged construction method constitutes only a part of the tunnel, it has a size similar to that of a medium or large ship, and it is difficult to transport it on land. Therefore, usually, in a dock equipped with facilities that can build such a large buried box, only a steel box is built until it can be floated on the water, and it is transported to a long distance, construction site ing.

【0004】そして、施工現場に到着した函体にコンク
リート詰めを行って沈埋函を完成させるとともに、図5
(a)にみるように沈埋函TE内に、鋼製の板91aや補
強材91bなどを用いてリジッドなバラストタンク91
を組み立て、そこへ水Wを満たして錘として機能させる
ことで沈埋函TEを水底に沈埋し、ついで先の沈埋函と
の接続作業を行ったのち、バラストタンク91内の水W
を除去し、最後に沈埋函TE内にデッドスペースが生じ
ないようにするために、バラストタンク91を解体、撤
去することが行われる。
Then, the box arrived at the construction site is filled with concrete to complete the buried box.
As shown in (a), in a submerged box TE, a rigid ballast tank 91 is formed by using a steel plate 91a, a reinforcing material 91b, and the like.
The submerged box TE is submerged at the bottom of the water by filling it with water W and functioning as a weight. Then, connection work with the previous submerged box is performed, and then the water W in the ballast tank 91 is assembled.
In order to eliminate the dead space in the submerged box TE, the ballast tank 91 is dismantled and removed.

【0005】[0005]

【発明が解決しようとする課題】ところが、上記のよう
に従来のバラストタンクは、狭い沈埋函内で、鋼製の板
や補強材などを用いて、溶接、穴あけ、ボルト締めなど
の作業をして組み立てる必要があり、また使用後は、や
はり狭い沈埋函内で、溶接部分を切断し、ボルトを緩め
るなどの作業をして撤去してやる必要があり、いずれの
作業も面倒で時間がかかる上、廃材が多量に発生するな
どの問題があった。
However, as described above, the conventional ballast tank performs operations such as welding, drilling, and bolting using a steel plate or a reinforcing material in a narrow submerged box. It is necessary to assemble it, and after use, it is necessary to cut off the welded part, loosen the bolts, etc., and remove it in a narrow submerged box, all of which are troublesome and time consuming. There was a problem that a large amount of waste material was generated.

【0006】本発明の目的は、従来のリジッドなバラス
トタンクのように組み立てや解体の作業に手間がかから
ない上、何度でも再利用することができて廃材が発生す
るおそれのない、新規な沈埋函用バラストタンクと、そ
れを用いた沈埋函の沈埋方法とを提供することにある。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a new submerged burial system which does not require assembling or disassembling work like a conventional rigid ballast tank, and which can be reused many times without generating waste materials. An object of the present invention is to provide a box ballast tank and a method of burying a buried box using the ballast tank.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
に発明者らは、たとえば大型タンカーの油槽内などに設
置されて、油槽が空である航海の往路において、内部に
水を満たして船体を安定させるために用いられる、柔軟
な袋体からなるバラストタンクを、沈埋函の沈埋に応用
することを検討した(たとえば特開昭51−13908
5号公報参照)。
In order to solve the above-mentioned problems, the inventors of the present invention installed a hull in a large tanker, for example, in an oil tank or the like. It has been studied to apply a ballast tank made of a flexible bag used for stabilization of the tank to the submerging of a submerged box (for example, JP-A-51-13908).
No. 5).

【0008】すなわち、補強布で補強されたゴム製のシ
ートなどによって柔軟な袋体を形成し、この袋体92
を、たとえば図5(b)に実線で示すしぼんだ状態で沈埋
函TE内に配置したのち、施工現場の水上で水Wを注
入、充てんして図中、二点鎖線で示すように袋体92を
膨らませて、その重みによって沈埋函TEを沈埋させる
ことを検討した。
That is, a flexible bag is formed by a rubber sheet or the like reinforced with a reinforcing cloth.
Is placed in the submerged box TE in a deflated state shown by a solid line in FIG. 5 (b), for example, and water W is injected and filled on the water at the construction site, and the bag body is It was studied to inflate 92 and submerge the submerged box TE by its weight.

【0009】この方法によれば、袋体92は何度でも使
用可能であり、またその設置や撤去なども、これまでよ
り飛躍的に簡略化できると考えたのである。ところが、
上記のように単純に、袋体92を沈埋函TE内に配置し
ただけでは、たとえば袋体92に水Wを注入する作業の
途中で、波浪などによって沈埋函TEが傾くと、それに
応じて袋体92内の水が、図中破線で示すように袋体9
2ともども、傾いて下になった方向に大きく偏ってしま
い、それによって沈埋函TEの傾きが増幅されて、水底
の正しい位置に、正しい姿勢で沈埋できなくなったり、
あるいは転覆などの事故が発生したりするおそれのある
ことが明らかとなった。
According to this method, it is considered that the bag body 92 can be used any number of times, and its installation and removal can be greatly simplified. However,
Simply arranging the bag body 92 in the buried box TE as described above, for example, during the operation of injecting the water W into the bag body 92, if the buried box TE is tilted due to waves, etc. As shown by the broken line in FIG.
Both of them are greatly inclined and tilted downward, and the inclination of the submerged box TE is amplified, making it impossible to submerge in the correct position on the water bottom in the correct posture,
It was also found that an accident such as overturning might occur.

【0010】そこで袋体の移動や変形を防止すべくさら
に検討した結果、 バラストタンク自体の構造については、袋体の、沈
埋函の長さ方向および幅方向への移動と変形とを規制し
つつ、水や空気などの注入による内容積の膨張、収縮を
許容した状態で、当該袋体を、沈埋函内に着脱自在に固
定するための枠体を設けてやればよいこと、 また袋体への水の注入に際しては、まず袋体内に空
気を満たして膨張状態とし、当該袋体に接続された少な
くとも2つの弁をそれぞれ空気の排出用、および水の注
入用として用いて、袋体の膨張形状を維持しつつ、袋体
内の空気を水と置換してやればよいこと、を見出し、本
発明を完成するに至った。
Therefore, as a result of further study to prevent the movement and deformation of the bag, the structure of the ballast tank itself is controlled while restricting the movement and deformation of the bag in the length and width directions of the buried box. It is only necessary to provide a frame for removably fixing the bag in a submerged box while allowing the expansion and contraction of the internal volume due to injection of water or air, and to the bag. When the bag is filled with air, first, the bag is filled with air to be in an inflated state, and at least two valves connected to the bag are used for discharging air and for injecting water, respectively. The inventors have found that it is only necessary to replace the air in the bag body with water while maintaining the shape, and have completed the present invention.

【0011】したがって本発明の沈埋函用バラストタン
クは、補強布で補強されたエラストマー製のシートにて
形成され、バラストタンクの本体として機能する柔軟な
袋体と、この袋体の、沈埋函の長さ方向および幅方向へ
の移動と変形とを規制しつつ、その内容積の膨張、収縮
を許容した状態で、当該袋体を、沈埋函内に着脱自在に
固定するための枠体と、上記袋体に接続された、それぞ
れ水の注入と空気の排出とを行うための、少なくとも2
つの弁とを備えることを特徴とするものである。
[0011] Therefore, the ballast tank for a submerged box according to the present invention is formed of an elastomer sheet reinforced with a reinforcing cloth, and functions as a flexible bag body functioning as a main body of the ballast tank. While regulating movement and deformation in the length direction and the width direction, while allowing expansion and contraction of its internal volume, a frame body for removably fixing the bag body in the sinking box, At least two connected to the bag for injecting water and discharging air, respectively;
And two valves.

【0012】また本発明の沈埋函の沈埋方法は、上記袋
体内に空気を満たした膨張状態で、当該袋体に接続され
た少なくとも2つの弁をそれぞれ空気の排出用、および
水の注入用として用いて、袋体の膨張形状を維持しつ
つ、袋体内の空気を水と置換して、袋体内に水を満たす
ことを特徴とするものである。
In the method of submerging a submerged box according to the present invention, at least two valves connected to the pouch are used for discharging air and injecting water, respectively, in an inflated state in which the pouch is filled with air. The air bag is filled with water by replacing air in the bag body with water while maintaining the inflated shape of the bag body.

【0013】[0013]

【発明の実施の形態】以下に本発明を、その実施の形態
の一例を示す図面を参照しつつ、説明する。まず図1お
よび図2にみるように、この例の沈埋函用バラストタン
クは、バラストタンクの本体として機能する柔軟な袋体
1と、鋼製の補強材21〜23を組み合わせて形成され
た枠体2と、上記袋体1に接続された3つの弁V1〜V
3とを備えている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings showing an example of the embodiment. First, as shown in FIGS. 1 and 2, the ballast tank for a submerged box in this example is a frame formed by combining a flexible bag 1 functioning as a main body of the ballast tank and steel reinforcing members 21 to 23. Body 2 and three valves V1 to V connected to the bag body 1
3 is provided.

【0014】このうち袋体1は、その全体が、補強布で
補強された加硫ゴム製のシートにて一体形成されたもの
で、略筒状の本体10と、この本体10の外周の一個所
に、筒の軸線に沿って、その全長に亘って突設されたフ
ランジ部11と、当該フランジ部11と連続して、本体
10の筒の両端を閉じるように形成された一対の耳部1
2、13とを備えている。また上記両耳部12、13に
はそれぞれ、弁V1〜V3を接続するための通孔12
a、12bおよび13aが形成されている。
The bag 1 is integrally formed of a vulcanized rubber sheet reinforced with a reinforcing cloth, and has a substantially cylindrical main body 10 and one outer periphery of the main body 10. A flange 11 protruding along the entire length of the cylinder along the axis of the cylinder, and a pair of ears formed to close both ends of the cylinder of the main body 10 continuously with the flange 11. 1
2 and 13 are provided. Also, through holes 12 for connecting the valves V1 to V3 are formed in the both ears 12 and 13, respectively.
a, 12b and 13a are formed.

【0015】かかる袋体1は、たとえば図3に示すよう
に、上記シート1aを2つ折りにして、その折り目以外
の各辺に、いずれも未加硫の接着ゴム製の、フランジ部
11の芯となるシート1bと、耳部の芯となるシート1
c、1dとを挟み、加硫接着して一体化することにより
製造される。なおシート1aは、このような大きなシー
トを一体的に加硫成形するのが難しいので、一定幅の短
冊状に形成された、補強布で補強された加硫ゴム製のシ
ート1eを複数枚、接着ゴムを介して加硫接着する、い
わゆる幅つぎ加工により製造される。
As shown in FIG. 3, for example, the bag 1 is obtained by folding the sheet 1a into two parts, and forming the core of the flange 11 made of an unvulcanized adhesive rubber on each side other than the fold. Sheet 1b serving as a core and sheet 1 serving as a core of an ear part
It is manufactured by sandwiching c and 1d, vulcanizing and bonding to integrate. Since it is difficult to integrally vulcanize such a large sheet, the sheet 1a includes a plurality of vulcanized rubber sheets 1e formed in a strip shape having a fixed width and reinforced with a reinforcing cloth. It is manufactured by so-called width finishing, which is vulcanized and bonded via an adhesive rubber.

【0016】またシート1c、1dにはそれぞれ、前述
した通孔12a、12bおよび13aを形成すべく、そ
の所定の位置に、これらの通孔となるパイプが、あらか
じめ挿入、配置されている。枠体2は、前記のようにい
ずれも鋼製の、第1〜第3の補強材21〜23をそれぞ
れ、図にみるように袋体1の、本体10の自由な膨張、
収縮を妨げないように、当該本体10を囲繞する前記フ
ランジ部11、および耳部12、13に対応させて配置
し、固定することで構成されている。
In order to form the above-mentioned through holes 12a, 12b and 13a in the sheets 1c and 1d, pipes serving as these through holes are previously inserted and arranged at predetermined positions. The frame body 2 includes the first to third reinforcing members 21 to 23, each of which is made of steel as described above, and the free expansion of the main body 10 of the bag body 1 as shown in the drawing.
It is configured by arranging and fixing the flange portion 11 surrounding the main body 10 and the ear portions 12 and 13 so as not to prevent shrinkage.

【0017】このうち第1の補強材21は、フランジ部
11を、その全長に亘って、沈埋函TEの側壁TE1と
の間で挟むとともに、当該側壁TE1から突設された多
数のアンカーボルトAbに、それぞれナットN1を螺合
して締めつけることで、袋体1の、沈埋函TEの主とし
て長さ方向への移動と変形とを規制しつつ、かかる袋体
1を、沈埋函TE内の、上記側壁TE1と底板TE2と
の角部に、本体10の筒の軸を沈埋函TEの長さ方向と
平行させて固定するためのものである。この固定は、上
記アンカーボルトAbとナットN1との螺合を解除する
ことで容易に解除される。つまり袋体1は、沈埋函TE
内に着脱自在に固定される。
The first reinforcing member 21 sandwiches the flange portion 11 over the entire length between the flange portion 11 and the side wall TE1 of the buried box TE, and also includes a large number of anchor bolts Ab protruding from the side wall TE1. By screwing and tightening the nuts N1, respectively, the bag body 1 is restricted from moving and deforming mainly in the length direction of the buried box TE, and the bag body 1 is placed in the buried box TE. This is for fixing the axis of the cylinder of the main body 10 to the corner between the side wall TE1 and the bottom plate TE2 in parallel with the length direction of the submerged box TE. This fixing is easily released by releasing the screwing between the anchor bolt Ab and the nut N1. In other words, the bag body 1 is
Removably fixed inside.

【0018】また第2、第3の補強材22、23はそれ
ぞれ、袋体1の耳部12、13を挟んでボルト止めなど
することで、当該袋体1の、沈埋函TEの主として幅方
向への移動と変形とを規制するためのものである。上記
の固定状態で、袋体1の下方に位置する通孔12aに接
続される弁V1は、当該袋体1内に空気、および水を注
入するためのものである。かかる弁V1の先には、図示
していないが、給気ポンプ、給水ポンプおよびこれらの
切り替え弁などが接続される。
Further, the second and third reinforcing members 22 and 23 are respectively bolted with the ear portions 12 and 13 of the bag body 1 therebetween, so that the bag body 1 is mainly placed in the width direction of the buried box TE. This is for restricting the movement and the deformation. In the fixed state, the valve V1 connected to the through hole 12a located below the bag 1 is for injecting air and water into the bag 1. Although not shown, an air supply pump, a water supply pump, a switching valve thereof, and the like are connected to the end of the valve V1.

【0019】また、袋体1の上方に位置する通孔12b
および13aに接続される弁V2、V3はそれぞれ、先
の弁V1から、袋体1内に水が注入された際に、それに
あわせて、空気を袋体1内から排出するためのもので、
かかる弁V2、V3としては、たとえば袋体1の内圧が
設定値以上となった際に空気を排出する安全弁などが使
用される。
A through hole 12b located above the bag 1
The valves V2 and V3 connected to 13a and 13a are respectively for discharging air from the bag 1 when water is injected into the bag 1 from the previous valve V1,
As the valves V2 and V3, for example, a safety valve that discharges air when the internal pressure of the bag body 1 exceeds a set value is used.

【0020】上記の各部を備えたこの例の沈埋函用バラ
ストタンクを用いて、沈埋函を、施工現場の水上から水
底へ沈埋するには、まず図4(a)に示すように弁V2、
V3を閉じ、かつ弁V1を開いた状態で、図示しない給
気ポンプから、弁V1を通して、図中白矢印で示すよう
に袋体1内に空気を注入して、当該袋体1を、空気を満
たして一杯に膨らませた膨張状態(図1の状態)とす
る。
In order to submerge the submerged box from the water at the construction site to the water bottom by using the ballast tank for submerged box of this example having the above-mentioned components, first, as shown in FIG.
With the valve V3 closed and the valve V1 opened, air is injected into the bag 1 from the air supply pump (not shown) through the valve V1 as shown by a white arrow in the figure, and the bag 1 is purged with air. Is satisfied and the state is fully expanded (state shown in FIG. 1).

【0021】つぎに、図4(b)に示すように、弁V2、
V3を安全弁として機能する状態とし、かつ図示しない
給水ポンプから、弁V1を通して、図中黒矢印で示すよ
うに袋体1内に水Wを注入する。そうすると上記弁V
2、V3の機能によって、図1に示す袋体1の膨張形状
を維持しつつ、空気が、弁V2、V3を通して、図中実
線の矢印で示すように袋体1外へ排出される。すなわち
袋体1の膨張形状を維持しつつ、当該袋体1内の空気
が、徐々に水と置換される。
Next, as shown in FIG. 4B, the valve V2,
V3 is set to function as a safety valve, and water W is injected into the bag 1 from a water supply pump (not shown) through a valve V1 as shown by a black arrow in the figure. Then, the valve V
By the functions of V2 and V3, air is discharged to the outside of the bag 1 through the valves V2 and V3 as shown by solid arrows in the figure, while maintaining the inflated shape of the bag 1 shown in FIG. That is, the air in the bag 1 is gradually replaced with water while maintaining the inflated shape of the bag 1.

【0022】なおこの際、たとえば波浪などの影響で沈
埋函が傾き、それによって排気のための弁V2、V3の
うちの一方(この場合は弁V3)が水に浸かった場合に
は、その弁V3を閉じ、一方の弁V2のみを通して排気
を続ければよい。以上のようにして袋体1内の空気を水
Wと置換してやると、その重みによって沈埋函が水底に
沈埋される。
At this time, for example, when one of the exhaust valves V2 and V3 (in this case, the valve V3) is immersed in water, the submerged box is tilted due to, for example, the influence of waves and the like. V3 may be closed and exhaust may be continued through only one valve V2. When the air in the bag body 1 is replaced with the water W as described above, the buried box is buried in the water bottom by its weight.

【0023】沈埋後の沈埋函は、従来同様に先の沈埋函
と接続される。そして接続が終了したあとは、沈埋函内
にデッドスペースが生じないようにするために、前記ア
ンカーボルトAbとナットN1との螺合を解除して、沈
埋函内から袋体1および枠体2を取り外してやればよ
い。また取り外した袋体1や枠体2などは、再び他の沈
埋函に再使用してやればよい。
The submerged box after submerging is connected to the previous submerged box as in the prior art. Then, after the connection is completed, the screwing between the anchor bolt Ab and the nut N1 is released in order to prevent a dead space from being generated in the buried box, and the bag 1 and the frame 2 are removed from the buried box. Can be removed. The removed bag 1, frame 2, etc. may be reused for another immersion box.

【0024】かかる沈埋工程によれば、前述した枠体2
による、袋体1の移動と変形とを規制する作用と、上記
のように弁V1〜V3を用いて、袋体1の膨張形状を維
持しつつ、当該袋体1内の空気を水と置換することによ
る作用との相乗効果によって、波浪などの影響で沈埋函
が傾いても、そにともなう水の移動によって傾きが増幅
されるのが防止されるため、沈埋函を、転覆したりする
ことなく安全に、水底の正しい位置に、正しい姿勢で沈
埋させることが可能となる。
According to the submerging step, the frame 2
And the air inside the bag 1 is replaced with water while maintaining the inflated shape of the bag 1 by using the valves V1 to V3 as described above. If the buried box is tilted under the influence of waves, etc., due to the synergistic effect with the action of doing so, it will be prevented from amplifying the tilt due to the movement of water accompanying it, so overturning the buried box It is possible to safely immerse in the correct position on the water floor without any errors in the correct posture.

【0025】なお本発明の構成は、以上で説明した図の
例に限定されるものではない。たとえば袋体の形状や枠
体の配置などは、これらの部材の、沈埋函内での配置な
どにあわせて適宜、変更することができる。また弁は、
図の例のように3個ではなく、水の注入と、それにとも
なう空気の排出とが可能であれば2個でもよく、あるい
は4個以上でもよい。その配置も、袋体の形状や枠体の
配置などにあわせて適宜、変更することができる。
It should be noted that the configuration of the present invention is not limited to the examples shown in the drawings described above. For example, the shape of the bag, the arrangement of the frame, and the like can be appropriately changed according to the arrangement of these members in the immersion box. The valve is
The number is not limited to three as in the example of the figure, but may be two, or may be four or more as long as it is possible to inject water and discharge air therewith. The arrangement can also be appropriately changed according to the shape of the bag, the arrangement of the frame, and the like.

【0026】その他、本発明の要旨を変更しない範囲
で、種々の設計変更が可能である。
In addition, various design changes can be made without changing the gist of the present invention.

【0027】[0027]

【発明の効果】以上、詳述したように本発明によれば、
沈埋函を、転覆したりすることなく安全に、水底の正し
い位置に、正しい姿勢で沈埋させることが可能で、しか
も組み立てや解体の作業に手間がかからない上、何度で
も再利用することができて廃材が発生するおそれのない
沈埋函用バラストタンクと、それを用いた沈埋函の沈埋
方法とを提供できるという特有の作用効果を奏する。
As described in detail above, according to the present invention,
The buried box can be safely buried in the correct position at the bottom of the water and in the correct posture without overturning, and it can be reused any number of times without the hassle of assembling and dismantling work. This provides a unique operation and effect that a ballast tank for a submerged box that does not generate waste material and a method of submerging a submerged box using the same can be provided.

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

【図1】本発明の沈埋函用バラストタンクの、実施の形
態の一例を示す斜視図である。
FIG. 1 is a perspective view showing an example of an embodiment of a ballast tank for a submerged box of the present invention.

【図2】上記例のバラストタンクの断面図である。FIG. 2 is a sectional view of the ballast tank of the above example.

【図3】上記例のバラストタンクのうち柔軟な袋体の組
み立て方法を示す斜視図である。
FIG. 3 is a perspective view showing a method of assembling a flexible bag in the ballast tank of the above example.

【図4】同図(a)〜(c)はそれぞれ、上記例のバラストタ
ンクを用いた沈埋函の沈埋方法の工程を説明する説明図
である。
FIGS. 4 (a) to 4 (c) are explanatory views illustrating steps of a method of submerging a submerged box using the ballast tank of the above example.

【図5】同図(a)は、従来のリジッドなバラストタンク
の例を示す断面図、同図(b)は、柔軟な袋体のみをバラ
ストタンクとして用いた例を示す断面図である。
FIG. 5A is a cross-sectional view showing an example of a conventional rigid ballast tank, and FIG. 5B is a cross-sectional view showing an example using only a flexible bag as a ballast tank.

【符号の説明】[Explanation of symbols]

1 袋体 2 枠体 V1〜V3 弁 TE 沈埋函 W 水 1 bag body 2 frame body V1 to V3 valve TE buried box W water

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】沈埋トンネルを構成する沈埋函内に配置さ
れ、内部に水を満たすことで、沈埋函を水底に沈埋する
際の錘として機能するバラストタンクであって、補強布
で補強されたエラストマー製のシートにて形成され、バ
ラストタンクの本体として機能する柔軟な袋体と、この
袋体の、沈埋函の長さ方向および幅方向への移動と変形
とを規制しつつ、その内容積の膨張、収縮を許容した状
態で、当該袋体を、沈埋函内に着脱自在に固定するため
の枠体と、上記袋体に接続された、それぞれ水の注入と
空気の排出とを行うための、少なくとも2つの弁とを備
えることを特徴とする沈埋函用バラストタンク。
1. A ballast tank which is disposed in a submerged box constituting a submerged tunnel and fills water therein to function as a weight when the submerged box is submerged in the water floor, and is reinforced with a reinforcing cloth. A flexible bag that is formed of an elastomeric sheet and functions as the main body of the ballast tank, and the inner volume of the bag while regulating movement and deformation in the length and width directions of the immersion box In a state in which expansion and contraction of the bag are allowed, the bag for detachably fixing the bag in the immersion box, and for injecting water and discharging air respectively connected to the bag. A ballast tank for a buried box, comprising: at least two valves.
【請求項2】請求項1記載の沈埋函用バラストタンクの
袋体内に水を満たして錘として機能させることによっ
て、沈埋函を水底に沈埋する方法であって、上記袋体内
に空気を満たした膨張状態で、当該袋体に接続された少
なくとも2つの弁をそれぞれ空気の排出用、および水の
注入用として用いて、袋体の膨張形状を維持しつつ、袋
体内の空気を水と置換することを特徴とする沈埋函の沈
埋方法。
2. A method for submerging a submerged box at the bottom of a water by filling the bag body of the ballast tank for submerged tank according to claim 1 with water to function as a weight, wherein the bag is filled with air. In the inflated state, at least two valves connected to the bag are used to discharge air and inject water, respectively, to replace the air in the bag with water while maintaining the inflated shape of the bag. A method of submerging a submerged box.
JP11061838A 1999-03-09 1999-03-09 Ballast tank for burying box and burying method of burying box using it Pending JP2000257093A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11061838A JP2000257093A (en) 1999-03-09 1999-03-09 Ballast tank for burying box and burying method of burying box using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11061838A JP2000257093A (en) 1999-03-09 1999-03-09 Ballast tank for burying box and burying method of burying box using it

Publications (1)

Publication Number Publication Date
JP2000257093A true JP2000257093A (en) 2000-09-19

Family

ID=13182647

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11061838A Pending JP2000257093A (en) 1999-03-09 1999-03-09 Ballast tank for burying box and burying method of burying box using it

Country Status (1)

Country Link
JP (1) JP2000257093A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004022857A1 (en) * 2002-08-30 2004-03-18 Taisei Corporation Structure of underwater tunnel, method of constructing underwater tunnel, and caisson connection device
JP3533525B2 (en) 2002-08-30 2004-05-31 大成建設株式会社 Submarine tunnel construction method and box joining device
CN111395398A (en) * 2020-03-20 2020-07-10 华侨大学 Immersed tube structure suitable for high flow velocity and construction method thereof
CN111648406A (en) * 2020-07-03 2020-09-11 中交第四航务工程局有限公司 Construction method for dismantling immersed tube ballast system and replacing concrete

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004022857A1 (en) * 2002-08-30 2004-03-18 Taisei Corporation Structure of underwater tunnel, method of constructing underwater tunnel, and caisson connection device
JP3533525B2 (en) 2002-08-30 2004-05-31 大成建設株式会社 Submarine tunnel construction method and box joining device
CN111395398A (en) * 2020-03-20 2020-07-10 华侨大学 Immersed tube structure suitable for high flow velocity and construction method thereof
CN111395398B (en) * 2020-03-20 2021-12-10 华侨大学 Immersed tube structure suitable for high flow velocity and construction method thereof
CN111648406A (en) * 2020-07-03 2020-09-11 中交第四航务工程局有限公司 Construction method for dismantling immersed tube ballast system and replacing concrete
CN111648406B (en) * 2020-07-03 2021-07-23 中交第四航务工程局有限公司 Construction method for dismantling immersed tube ballast system and replacing concrete

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