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JP2014047533A - Box body for cofferdam, and cofferdam construction method using the same - Google Patents

Box body for cofferdam, and cofferdam construction method using the same Download PDF

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JP2014047533A
JP2014047533A JP2012191086A JP2012191086A JP2014047533A JP 2014047533 A JP2014047533 A JP 2014047533A JP 2012191086 A JP2012191086 A JP 2012191086A JP 2012191086 A JP2012191086 A JP 2012191086A JP 2014047533 A JP2014047533 A JP 2014047533A
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box
underwater structure
door
box body
opening
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JP5984090B2 (en
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Narihisa Miura
成久 三浦
Toru Yamashita
徹 山下
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Penta Ocean Construction Co Ltd
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Penta Ocean Construction Co Ltd
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Abstract

【課題】支持杭や橋脚等の水中構造物に対し効率よく設置・撤去可能な仮締切用函体及びそれを使用した仮締切工法の提供。
【解決手段】底部に水中構造物Aが挿通される挿通孔2を有し、水中構造物Aの外周部を囲むように設置される有底筒状の函本体3と、挿通孔2の内縁と水中構造物との間に介在される環状の止水部材4とを備え、前記函本体3は、端縁部が止水部材4を介して水中構造物Aに当接するように配置された一又は複数の扉部材5,5からなる開閉可能な開閉扉6を備えた仮締切用函体1。
【選択図】図1
An object of the present invention is to provide a temporary closing box that can be efficiently installed and removed from underwater structures such as support piles and piers, and a temporary closing method using the same.
SOLUTION: A bottomed cylindrical box body 3 having an insertion hole 2 through which an underwater structure A is inserted in a bottom portion and installed so as to surround an outer peripheral portion of the underwater structure A, and an inner edge of the insertion hole 2 An annular water stop member 4 interposed between the underwater structure and the underwater structure A. The box body 3 is disposed so that an end edge thereof is in contact with the underwater structure A through the water stop member 4. A temporary closing box 1 having an openable / closable door 6 composed of one or a plurality of door members 5 and 5.
[Selection] Figure 1

Description

本発明は、水中に設置された橋脚や桟橋用支持杭等の構造物の補修・補強作業等において乾式作業空間を設ける為の仮締切用函体及びそれを使用した仮締切工法に関する。   The present invention relates to a temporary closing box for providing a dry working space in repairing / reinforcing a structure such as a pier or a support pile for a pier installed in water, and a temporary closing method using the same.

従来、河川や港湾等の水中に設置された橋脚や桟橋用支持杭等の構造物の補修・補強作業等には、水中構造物の周りに鋼矢板や鋼管矢板を立設してその構造物の周辺を囲うとともに、その囲われた内部空間をドライな状態にして作業を行う仮締切工法が広く用いられている。   Conventionally, in order to repair and reinforce structures such as bridge piers and pier support piles installed in water such as rivers and harbors, steel sheet piles and steel pipe sheet piles are erected around the underwater structures. A temporary closing method is widely used in which the work is performed while the surrounding space is enclosed and the enclosed internal space is in a dry state.

しかしながら、上述の如き鋼矢板や鋼管矢板を用いた仮締切工法では、上部工により水面上の作業空間が制限される為、鋼矢板等の打設・撤去作業に多大な時間と費用を要するという問題があった。   However, in the temporary closing method using steel sheet piles and steel pipe sheet piles as described above, the work space on the surface of the water is limited by the superstructure, so it takes a lot of time and money to place and remove the steel sheet piles, etc. There was a problem.

そこで、予め工場や作業現場の地上部分等で鋼製の仮締切用函体を製作しておき、それを作業現場に運搬・曳航して水中構造物の外周部に設置し、仮締切用函体内の水を排出することによりドライ環境を形成する仮締切工法が提案されている(例えば、特許文献1を参照)。   Therefore, a steel temporary closing box is manufactured in advance at the ground of a factory or work site, and it is transported and towed to the work site and installed on the outer periphery of the underwater structure. A temporary closing method for forming a dry environment by discharging water in the body has been proposed (see, for example, Patent Document 1).

このような仮締切り工法には、底部に水中構造物が挿通される挿通孔を有する有底筒状の函本体と、挿通孔内縁と水中構造物との間の隙間を止水するゴムパッキン等の止水部材とを備えてなる仮締切用函体が使用され、この仮締切用函体を上端開口部が水面上に突出した状態で水中に設置し、仮締切用函体内の水を排水(ドライアップ)することにより、仮締切用函体内にドライ環境を形成するようにしたものが知られている。   Such a temporary cut-off method includes a bottomed cylindrical box body having an insertion hole through which the underwater structure is inserted at the bottom, a rubber packing that stops the gap between the inner edge of the insertion hole and the underwater structure, etc. A temporary closing box is used, and the temporary closing box is installed in water with the upper end protruding above the water surface, and the water in the temporary closing box is drained. It is known that a dry environment is formed in a temporary closing box by (drying up).

この函本体100は、図9、図10に示すように、外周面部に配置されたヒンジ101を介して接合された一対の半割函体102,102をもって有底筒状に形成され、ヒンジ101を軸に両半割函体102,102を開いた状態で水中に沈めて水中構造物Aの外周部に配置した後、両半割函体102,102を閉じて接合部を潜水士により水中にてボルト締めすることで函本体100を組み立てるようになっている。   As shown in FIGS. 9 and 10, the box body 100 is formed into a bottomed cylindrical shape having a pair of half-cut boxes 102, 102 joined via hinges 101 arranged on the outer peripheral surface portion. The two halves 102 and 102 are opened in the open state and placed on the outer periphery of the underwater structure A. Then, the two halves 102 and 102 are closed, and the joint is submerged by a diver. The box body 100 is assembled by tightening with bolts.

また、仮締切用函体を撤去する際には、潜水士によりボルトを取り外して両半割函体102,102をヒンジ101を介して開いた状態とし、その状態でクレーン等で函本体100を吊り上げるようになっている。   When removing the temporary closing box, a diver removes the bolts so that the two half-split boxes 102 and 102 are opened via the hinge 101, and the box body 100 is opened with a crane or the like in that state. It is designed to be lifted.

特開平09−189043号公報Japanese Patent Laid-Open No. 09-189043

しかしながら、上述の如き従来の技術では、函本体を一対の半割函体により構成した場合、重量の嵩む半割函体を水中で開閉動作させることに困難性を伴うとともに、その重量が嵩む半割体同士の開閉動作を可能とするために多くのヒンジ部材やボルト締め部材等が必要となるため函本体全体の重量が嵩むという問題があり、また、両半割函体のボルト締めによる接合又は解体を水中で潜水士の手により行う必要があり、作業性及び作業効率が悪いという問題があった。   However, in the conventional technology as described above, when the box body is formed of a pair of half-cut boxes, it is difficult to open and close the heavy half-boxes in water, and the weight of the half boxes increases. There is a problem that the weight of the entire box body is increased because a large number of hinge members and bolt fastening members are required to enable the opening and closing operation between the split bodies. Or it was necessary to perform dismantling by the hand of a diver underwater, and there was a problem that workability and work efficiency were bad.

そのことから、水中での函本体の組み立て作業を行わずに、上述の有底筒状の函本体が水中構造物に対しスライド移動することにより設置或いは撤去できることが望ましい。   Therefore, it is desirable that the above-mentioned bottomed cylindrical box body can be installed or removed by sliding with respect to the underwater structure without performing the assembling work of the box body in water.

しかしながら、函本体の底部の挿通孔と水中構造物との間を止水部材により止水するようにした構造では、仮締切用函体内の水を排出し、ドライ環境を形成することにより、函内外で圧力差が生じてパッキン等の止水部材が函内側に向けて強く締め込まれ、それにより高い止水効果が得られるが、補修作業等が完了し、仮締切用函体を撤去する際には、当該止水部材による締め込み力が撤去の妨げとなり、仮締切用函体の水中構造物に対する相対スライド移動を阻害する虞があった。   However, in a structure in which the space between the insertion hole at the bottom of the box body and the underwater structure is stopped by a water stop member, the water in the temporary closing box is discharged to form a dry environment. A pressure difference occurs between the inside and outside, and the water-stopping member such as packing is strongly tightened toward the inside of the box, which provides a high water-stopping effect, but repair work is completed and the temporary-closing box is removed. At that time, the tightening force by the water-stopping member hinders the removal, and there is a possibility that the relative sliding movement of the temporary closing box with respect to the underwater structure may be hindered.

また、この強く締め込まれた止水部材の撤去は、水中で潜水士の手によって行わなければならず、作業効率が悪く工期短縮の阻害要因となっていた。   Moreover, the removal of the tightly-tightened water-stopping member has to be performed by a diver's hand underwater, which has a poor work efficiency and has been an obstacle to shortening the work period.

また、補修作業等により水中構造物の断面積が増大した部分や水中構造物の外周より外側に向けて突出した突起部分が形成された際には、当該部分に函本体底部が接触するために有底筒状を維持したまま仮締切用函体を撤去することができないという問題があった。   In addition, when a portion where the cross-sectional area of the underwater structure has increased due to repair work or a protrusion that protrudes outward from the outer periphery of the underwater structure is formed, the bottom of the box body comes into contact with that portion. There was a problem that the temporary closing box could not be removed while maintaining the bottomed cylindrical shape.

そこで、本発明は、このような従来の問題に鑑み、支持杭や橋脚等の水中構造物に対し効率よく設置・撤去可能な仮締切用函体及びそれを使用した仮締切工法の提供を目的としてなされたものである。   Then, in view of such a conventional problem, the present invention aims to provide a temporary closing box that can be efficiently installed and removed from underwater structures such as support piles and piers, and a temporary closing method using the same. It was made as.

上述の如き従来の問題を解決するための請求項1に記載の発明の特徴は、底部に水中構造物が挿通される挿通孔を有し、前記水中構造物の外周部を囲むように設置される有底筒状の函本体と、前記挿通孔の内縁と前記水中構造物との間に介在される環状の止水部材とを備えてなる仮締切用函体において、前記函本体は、端縁部が前記止水部材を介して前記水中構造物に当接するように配置された一又は複数の扉部材からなる開閉可能な開閉扉を備えたことにある。   The feature of the invention described in claim 1 for solving the conventional problem as described above is that the bottom portion has an insertion hole through which the underwater structure is inserted, and is installed so as to surround the outer peripheral portion of the underwater structure. A box body for temporary closing comprising a bottomed cylindrical box body and an annular water stop member interposed between an inner edge of the insertion hole and the underwater structure. There is provided an openable openable / closable door comprising one or a plurality of door members arranged such that an edge portion comes into contact with the underwater structure via the water blocking member.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記函本体底部に前記扉部材が嵌合される拡開口部を備え、前記扉部材が前記拡開口部の開口縁部にヒンジを介して開閉可能に支持されてなることにある。   According to a second aspect of the present invention, in addition to the configuration of the first aspect, the box body includes a widened opening portion into which the door member is fitted, and the door member has an opening edge portion of the widened opening portion. It is to be supported to be opened and closed via a hinge.

請求項3に記載の発明の特徴は、請求項2の構成に加え、前記拡開口部内縁に函内側に向けて傾斜した開口側傾斜部が形成されるとともに、前記各扉部材外縁の前記開口側傾斜部と互いに対向する接合縁部に前記開口側傾斜部と互いに嵌合する扉側傾斜部が形成されたことにある。   According to a third aspect of the present invention, in addition to the configuration of the second aspect, an opening-side inclined portion inclined toward the inner side of the box is formed on the inner edge of the enlarged opening portion, and the openings of the outer edges of the door members The door-side inclined portion that fits with the opening-side inclined portion is formed at the joining edge portion that faces the side inclined portion.

請求項4に記載の発明の特徴は、請求項2又は3の構成に加え、前記ヒンジは、一端を前記開閉扉に支持された扉側回転軸に回転自在に連結され、他端が前記開閉窓開口縁部に支持された窓側回転軸に回転自在に連結されたクランク部材を備えてなることにある。   According to a fourth aspect of the present invention, in addition to the configuration of the second or third aspect, the hinge is rotatably connected at one end to a door-side rotation shaft supported by the open / close door, and the other end is the open / close It is provided with a crank member rotatably connected to a window side rotation shaft supported by the window opening edge.

請求項5に記載の発明の特徴は、請求項1〜3又は4の構成に加え、前記止水部材は、環状を分割した形状の複数の止水ピースをもって構成し、前記挿通孔の内縁部に前記各止水ピースを孔軸方向でスライド可能に保持する保持部を備えたことにある。   According to a fifth aspect of the present invention, in addition to the configuration of the first to third or fourth aspects, the water stop member includes a plurality of water stop pieces each having an annular shape, and an inner edge portion of the insertion hole. And a holding portion for holding each water stop piece slidably in the hole axis direction.

請求項6に記載の発明の特徴は、請求項1〜4又は5の構成に加え、前記挿通孔は、内縁に函内側に向けて傾斜したテーパ部を有する形状に形成され、前記止水部材は、外周面部に前記テーパ部内に嵌合するテーパ面部を有する楔形状に形成されたことにある。   According to a sixth aspect of the present invention, in addition to the structure of the first to fourth or fifth aspects, the insertion hole is formed in a shape having a tapered portion inclined toward the inner side of the box at the inner edge, and the water blocking member Is formed in a wedge shape having a tapered surface portion fitted in the tapered portion on the outer peripheral surface portion.

請求項7に記載の発明の特徴は、底部に水中構造物が挿通される挿通孔を有し、前記水中構造物の外周部を囲むように設置される有底筒状の函本体と、前記挿通孔の内縁と前記水中構造物との間に介在される環状の止水部材とを備えてなる予め製造された仮締切用函体を使用し、前記挿通孔に前記水中構造物を挿通させた状態で前記函本体を水中の所要位置に設置するとともに、前記止水部材により前記挿通孔と前記水中構造物との間を止水した後、前記函本体内の水を排出して水中構造物の周りにドライ空間を形成し、該ドライ空間内で作業を行う仮締切用函体を使用した仮締切工法において、前記函本体は、端縁部が前記止水部材を介して前記水中構造物に当接するように配置された一又は複数の扉部材からなる開閉可能な開閉扉を備え、前記ドライ空間における作業が完了した後、前記開閉扉を開き、その状態で前記函本体を前記水中構造物に沿って撤去することにある。   A feature of the invention described in claim 7 is that a bottomed cylindrical box main body having an insertion hole through which an underwater structure is inserted in a bottom portion and installed so as to surround an outer peripheral portion of the underwater structure; Using a pre-manufactured temporary closing box having an annular water stop member interposed between the inner edge of the insertion hole and the underwater structure, the underwater structure is inserted into the insertion hole. The box body is installed at a required position in the water in a state where the water is stopped between the insertion hole and the underwater structure by the water stop member, and then the water in the box body is discharged to form an underwater structure. In the temporary closing method using a temporary closing box for forming a dry space around an object and performing an operation in the dry space, the box body has an end edge portion through the water stop member and the underwater structure. An openable openable / closable door comprising one or a plurality of door members arranged to abut against an object After working in the dry space is completed, open the door, is to remove along the underwater structure said box-body in that state.

本発明に係る仮締切用函体は、上述したように、底部に水中構造物が挿通される挿通孔を有し、前記水中構造物の外周部を囲むように設置される有底筒状の函本体と、前記挿通孔の内縁と前記水中構造物との間に介在される環状の止水部材とを備えてなる仮締切用函体において、前記函本体は、端縁部が前記止水部材を介して前記水中構造物に当接するように配置された一又は複数の扉部材からなる開閉可能な開閉扉を備えたことにより、作業終了後、仮締切函体を撤去する際に開閉扉を開くことにより、好適に止水部材を水中構造物より離脱させることができ、止水部材が函本体の撤去作業を阻害することが防止できる。   As described above, the temporary closing box according to the present invention has a bottomed cylindrical shape that has an insertion hole through which an underwater structure is inserted at the bottom, and is installed so as to surround the outer periphery of the underwater structure. A temporary closing box having a box body and an annular water stop member interposed between an inner edge of the insertion hole and the underwater structure, wherein the box body has an end portion that is the water stop By providing an openable openable / closable door composed of one or a plurality of door members disposed so as to contact the underwater structure via the member, the open / close door is removed when the temporary closing box is removed after the work is completed. By opening, the water stop member can be preferably detached from the underwater structure, and the water stop member can be prevented from obstructing the removal work of the box body.

また、補修作業等により既存の水中構造物の外周面より張り出した部分が形成された場合であっても、函本体底部が当該張り出した部分と接触することがなく、水中で函本体を解体することなく撤去することができ、作業効率がよい。   Moreover, even when a portion protruding from the outer peripheral surface of an existing underwater structure is formed by repair work or the like, the box body bottom does not come into contact with the protruding portion, and the box body is disassembled in water. It can be removed without any problem and work efficiency is good.

また、本発明において、前記函本体底部に前記扉部材が嵌合される拡開口部を備え、前記扉部材が前記拡開口部の開口縁部にヒンジを介して開閉可能に支持されたことにより、開閉扉を好適に開閉でき、また、開閉扉の開閉により挿通孔より開口面積の大きな開口部を確保することができる。   In the present invention, the bottom of the box body is provided with an enlarged opening part into which the door member is fitted, and the door member is supported by an opening edge of the enlarged opening part so as to be opened and closed via a hinge. The opening / closing door can be suitably opened / closed, and an opening having a larger opening area than the insertion hole can be secured by opening / closing the opening / closing door.

更に本発明において、前記拡開口部内縁に函内側に向けて傾斜した開口側傾斜部が形成されるとともに、前記各扉部材外縁の前記開口側傾斜部と互いに対向する接合縁部に前記開口側傾斜部と互いに嵌合する扉側傾斜部が形成されたことにより、ドライアップ時に生じる函内外の圧力差により各扉部材が閉鎖方向に付勢された際に、当該付勢力に対し高い耐力を発揮でき、扉部材が函内側に回動するのを防止することができる。   Further, in the present invention, an opening-side inclined portion that is inclined toward the inner side of the box is formed at the inner edge of the enlarged opening portion, and the opening-side inclined portion is opposed to the opening-side inclined portion of each door member outer edge. By forming the door-side inclined portion that fits with the inclined portion, when each door member is urged in the closing direction due to the pressure difference between the inside and outside of the box that occurs during dry-up, a high proof strength is provided for the urging force. The door member can be prevented from rotating inside the box.

更にまた本発明において、前記ヒンジは、一端を前記開閉扉に支持された扉側回転軸に回転自在に連結され、他端が前記開閉窓開口縁部に支持された窓側回転軸に回転自在に連結されたクランク部材を備えてなることにより、開閉扉の開閉動作を円滑に行うことができる。   Furthermore, in the present invention, the hinge is rotatably connected at one end to a door-side rotating shaft supported by the opening / closing door, and the other end is rotatable at a window-side rotating shaft supported by the opening / closing window opening edge. By providing the connected crank member, the opening and closing operation of the opening and closing door can be performed smoothly.

また、本発明において、前記止水部材は、環状を分割した形状の複数の止水ピースをもって構成し、前記挿通孔の内縁部に前記各止水ピースを孔軸方向でスライド可能に保持する保持部を備えたことにより、止水ピースを水中構造物より離脱した状態に保持することができ、円滑に設置作業を行うことがでる。   In the present invention, the water stop member includes a plurality of water stop pieces each having an annular shape, and holds each water stop piece slidably in the axial direction of the hole at the inner edge of the insertion hole. By providing the part, the water stop piece can be held in a state of being detached from the underwater structure, and the installation operation can be performed smoothly.

更に、本発明において、前記挿通孔は、内縁に函内側に向けて傾斜したテーパ部を有する形状に形成され、前記止水部材は、外周面部に前記テーパ部内に嵌合するテーパ面部を有する楔形状に形成されたことにより、ドライアップ時の函本体内外の圧力差を利用して高い止水効果を得ることができる。   Further, in the present invention, the insertion hole is formed in a shape having a tapered portion inclined toward the inner side of the box at an inner edge, and the water stop member is a wedge having a tapered surface portion fitted into the tapered portion on an outer peripheral surface portion. By being formed into a shape, a high water stop effect can be obtained by utilizing the pressure difference between the inside and outside of the box body during dry-up.

本発明に係る仮締切用函体を使用した仮締切工法は、上述したように、底部に水中構造物が挿通される挿通孔を有し、前記水中構造物の外周部を囲むように設置される有底筒状の函本体と、前記挿通孔の内縁と前記水中構造物との間に介在される環状の止水部材とを備えてなる予め製造された仮締切用函体を使用し、前記挿通孔に前記水中構造物を挿通させた状態で前記函本体を水中の所要位置に設置するとともに、前記止水部材により前記挿通孔と前記水中構造物との間を止水した後、前記函本体内の水を排出して水中構造物の周りにドライ空間を形成し、該ドライ空間内で作業を行う仮締切用函体を使用した仮締切工法において、前記函本体は、端縁部が前記止水部材を介して前記水中構造物に当接するように配置された一又は複数の扉部材からなる開閉可能な開閉扉を備え、前記ドライ空間における作業が完了した後、前記開閉扉を開き、その状態で前記函本体を前記水中構造物に沿って撤去することにより、好適に止水部材を水中構造物より離脱させて止水部材が函本体の撤去作業を阻害することを防止でき、且つ、挿通孔より開口面積の大きな開口部を確保することができ、補修作業等により既存水中構造物の外周面より張り出した部分と接触することがないので、水中で函本体を解体する必要なく、効率よく撤去作業を行うことができ、工期の短縮を図ることができる。   The temporary closing method using the temporary closing box according to the present invention, as described above, has an insertion hole through which the underwater structure is inserted at the bottom, and is installed so as to surround the outer periphery of the underwater structure. A pre-manufactured temporary closing box comprising a bottomed cylindrical box body, and an annular water stop member interposed between an inner edge of the insertion hole and the underwater structure, The box body is installed at a required position in water in a state where the underwater structure is inserted through the insertion hole, and water is stopped between the insertion hole and the underwater structure by the water stop member. In the temporary closing method using a temporary closing box that discharges water in the box body to form a dry space around the underwater structure and performs the work in the dry space, the box body has an edge portion. One or a plurality of doors arranged so as to abut against the underwater structure via the water stop member It is provided with an openable / closable door made of a material, and after the work in the dry space is completed, the door is opened, and in this state, the box body is removed along the underwater structure, so that the water can be stopped suitably. It is possible to prevent the water-stopping member from obstructing the removal work of the box body by removing the member from the underwater structure, and to secure an opening having a larger opening area than the insertion hole. Since it does not come into contact with the portion protruding from the outer peripheral surface of the structure, it is not necessary to dismantle the box body in water, and the removal work can be performed efficiently and the construction period can be shortened.

本発明に係る仮締切用函体の使用状態の一例を示す縦断面図である。It is a longitudinal cross-sectional view which shows an example of the use condition of the box for temporary deadlines concerning this invention. 同上の函本体の平面図である。It is a top view of a box main body same as the above. 同上のA−A線断面図である。It is an AA line sectional view same as the above. 同上のB−B線断面図である。It is a BB line sectional view same as the above. 本発明に係る仮締切用函体の他の実施例を示す部分拡大縦断面図である。It is a partial expanded longitudinal cross-sectional view which shows the other Example of the box for temporary deadlines concerning this invention. 図1中の止水部材を示す分解斜視図である。It is a disassembled perspective view which shows the water stop member in FIG. 本発明に係る仮締切用函体を使用した仮締切工法における函体設置作業の各工程の状況を示す縦断面図である。It is a longitudinal cross-sectional view which shows the condition of each process of the box installation work in the temporary closing method using the temporary closing box which concerns on this invention. 同上の函体撤去作業の各工程の状況を示す縦断面図である。It is a longitudinal section showing the situation of each process of box removal work same as the above. 従来の仮締切用函体の一例を示す縦断面図である。It is a longitudinal cross-sectional view which shows an example of the conventional box for temporary deadlines. 同上の平面図である。It is a top view same as the above.

次に、本発明に係る仮締切用函体の実施の態様を図1〜図6に示した実施例に基づいて説明する。尚、図中符号Aは水中に立設された桟橋支持用の鋼管杭等の水中構造物、符号1は水中構造物Aに設置される仮締切用函体である。   Next, an embodiment of the temporary closing box according to the present invention will be described based on the embodiment shown in FIGS. In the figure, reference numeral A denotes an underwater structure such as a steel pipe pile for supporting a pier standing in water, and reference numeral 1 denotes a temporary closing box installed in the underwater structure A.

この仮締切用函体1は、底部に水中構造物Aが挿通される挿通孔2を有する有底筒状の函本体3と、挿通孔2の内縁と水中構造物A外周との間に介在される環状の止水部材4とを備え、水中構造物Aに対し函本体3の上端開口部が水面Bより突出した状態で設置され、函本体3内の水を排出すること(ドライアップ)により水中構造物Aの周りにドライ空間を形成できるようになっている。   The temporary closing box 1 has a bottomed cylindrical box body 3 having an insertion hole 2 through which the underwater structure A is inserted at the bottom, and is interposed between the inner edge of the insertion hole 2 and the outer periphery of the underwater structure A. And an annular water stop member 4 that is installed in a state in which the upper end opening of the box body 3 protrudes from the water surface B with respect to the underwater structure A, and discharges the water in the box body 3 (dry up). Thus, a dry space can be formed around the underwater structure A.

また、この仮締切用函体1には、閉鎖時において端縁部が止水部材4を介して水中構造物Aの外周面に当接するように配置された扉部材5,5からなる開閉可能な開閉扉6を備え、この開閉扉6を開くことにより、止水部材4を水中構造物Aより離脱させることができるとともに、函本体3底部に挿通孔2よりも大きな開口部を確保できるようになっている。     In addition, the temporary closing box 1 can be opened and closed including door members 5 and 5 that are arranged so that the end edge portion abuts the outer peripheral surface of the underwater structure A via the water stop member 4 when closed. The open / close door 6 is provided and the water stop member 4 can be detached from the underwater structure A by opening the open / close door 6, and an opening larger than the insertion hole 2 can be secured at the bottom of the box body 3. It has become.

函本体3は、図1、図2に示すように、多角形平板状の底版部7と、底版部7の周縁より立ち上げた形状の周壁部8とをもって上端が開口した有底筒状に形成され、底版部7の中央部に挿通孔2が形成されている。   As shown in FIGS. 1 and 2, the box body 3 is formed in a bottomed cylindrical shape having a polygonal plate-like bottom plate portion 7 and a peripheral wall portion 8 having a shape raised from the peripheral edge of the bottom plate portion 7. The insertion hole 2 is formed at the center of the bottom plate portion 7.

この函本体3は、上端にクレーンより繰り出されたワイヤーロープ9の先端が固定される吊り持ち用部材10を備え、クレーンにより吊り下げることができるようになっている。   The box body 3 is provided with a suspension member 10 to which the tip of a wire rope 9 fed from a crane is fixed at the upper end, and can be suspended by the crane.

函本体3は、多角形筒状を縦割りに分割した形状に形成された鋼製の周壁部ユニット11,11...と、多角形平板状の鋼製の底版部ユニット12とをもって構成され、各ユニットを互いに止水された状態で工場又は作業現場の水上に設定された作業エリアで予め組み立てられるようになっている。また、各周壁部ユニット11,11...は、筒軸方向で分離できるようになっている。   The box body 3 is composed of steel peripheral wall units 11, 11... Formed in a shape obtained by dividing a polygonal cylinder into vertical sections, and a polygonal flat plate-shaped steel bottom plate unit 12. The units are assembled in advance in a work area set on the water of a factory or work site in a state where water is stopped from each other. Moreover, each surrounding wall part unit 11,11 ... can be isolate | separated in a cylinder axis direction.

尚、函本体3は、上述の構造に限定されず、底版部7及び周壁部8を鋼材により一体に形成したものであってもよく、また、有底筒状を縦に半割りにした形状の一対の半割函体により構成され、両半割函体がヒンジを介して開閉できるようにしたもの等であってもよい。   The box body 3 is not limited to the above-described structure, and the bottom plate portion 7 and the peripheral wall portion 8 may be integrally formed of a steel material, and the bottomed cylindrical shape is vertically divided in half. It may be configured by a pair of halved boxes, and both the halved boxes can be opened and closed via hinges.

この函本体3の周壁部8には、函本体3内に外部の水を導入するための開閉可能な注水口13が形成され、この注水口13は、図示しない開閉弁により開閉されるようになっている。   An opening / closing water inlet 13 for introducing external water into the box body 3 is formed in the peripheral wall portion 8 of the box body 3, and the water inlet 13 is opened and closed by an opening / closing valve (not shown). It has become.

また、函本体3には、互いに交差するように配置された一対の仮固定用梁材14,14からなる仮固定部15を備え、各仮固定用梁材14,14の両端がそれぞれ周壁部8の内側面に固定されており、この仮固定部15を水中構造物Aの上端に支持させることにより、仮締切用函体1を水中構造物Aの所要位置に設置できるようになっている。   Further, the box body 3 includes a temporary fixing portion 15 including a pair of temporary fixing beam members 14 and 14 arranged so as to cross each other, and both ends of each temporary fixing beam member 14 and 14 are peripheral wall portions, respectively. 8 is fixed to the inner surface of the underwater structure A, and the temporary fixing portion 15 is supported on the upper end of the underwater structure A so that the temporary cutoff box 1 can be installed at a required position of the underwater structure A. .

この仮固定部15の中央下面部、即ち、両仮固定用梁材14,14が交差する部分の下面部には、環状に配置された複数の位置決めガイド部材16,16...が突設され、この各位置決めガイド部材16,16...の内側に水中構造物Aの上端が嵌り込むことにより水中構造物Aと函本体3との中心位置合わせがなされるようになっている。   A plurality of positioning guide members 16, 16... Arranged in a ring shape project from the central lower surface portion of the temporary fixing portion 15, that is, the lower surface portion of the portion where both the temporary fixing beam members 14, 14 intersect. The center position of the underwater structure A and the box body 3 is adjusted by fitting the upper end of the underwater structure A inside the positioning guide members 16, 16.

更に、函本体3には、上端開口内縁部に互いに交差し且つ互いに対向する内側面間に架け渡した配置に固定させた一対の浮き上がり防止用梁材17,17を備え、この浮き上がり防止用梁材17,17より垂下させたチェーン等からなる浮き上がり防止部材18,18...の下端をフック19等を介して水中構造物Aの上端に連結させることにより、水中に設置された仮締切用函体1が浮力により浮き上がるのを防止するようになっている。   Further, the box body 3 is provided with a pair of lifting prevention beam members 17 and 17 which are fixed in an arrangement between the inner side surfaces which intersect with each other and face each other at the inner edge of the upper end opening. .. For temporary fastening installed in the water by connecting the lower ends of the lifting prevention members 18, 18... Made of chains suspended from the materials 17, 17 to the upper ends of the underwater structure A via hooks 19. The box 1 is prevented from being lifted by buoyancy.

また、必要に応じて水中構造物A外周面部と函本体3の周壁部8内周面部との間に揺動防止用梁材20,20...を架け渡すように設置し、その両端をそれぞれ水中構造物A外周面及び周壁部8内周面に固定することにより、仮締切用函体1を安定した状態で水中構造物Aに設置できる。   Further, if necessary, the rocking prevention beam members 20, 20... Are bridged between the outer peripheral surface portion of the underwater structure A and the inner peripheral surface portion of the peripheral wall portion 8 of the box body 3. By fixing to the outer peripheral surface of the underwater structure A and the inner peripheral surface of the peripheral wall 8, the temporary closing box 1 can be installed in the underwater structure A in a stable state.

一方、函本体3底部を構成する底版部7には、底版部7厚み方向に貫通した矩形状の拡開口部21が形成され、この拡開口部21内に一対の扉部材5,5がその外縁を拡開口部21内縁に突き合わせた状態で嵌合されるとともに、各扉部材5,5が拡開口部21の開口縁部にヒンジ22を介して開閉可能に支持されている。   On the other hand, the bottom plate portion 7 constituting the bottom portion of the box body 3 is formed with a rectangular widened opening portion 21 penetrating in the thickness direction of the bottom plate portion 7, and a pair of door members 5, 5 are formed in the widened opening portion 21. The door members 5, 5 are supported by the opening edge portion of the enlarged opening portion 21 through the hinge 22 so as to be openable and closable while the outer edge is fitted to the inner edge of the enlarged opening portion 21.

この拡開口部21は、内周縁部に函内側に向けて傾斜、即ち、函内側に進むにつれてその内周縁部の対向側に近づくように傾斜した開口側傾斜部23を備え、例えば、函外側の開口面積が広く函内側の開口面積が狭い四角錐台孔状に形成されている。   The widened opening portion 21 includes an opening-side inclined portion 23 that is inclined toward the inner side of the inner peripheral portion, that is, the opening-side inclined portion 23 that is inclined so as to approach the opposite side of the inner peripheral portion as the inner side proceeds. Is formed in a square frustum hole shape with a large opening area and a narrow opening area inside the box.

尚、この拡開口部21の開口面積は、補修作業等により既存の水中構造物A外周面より外側に張り出した部分の想定される張り出し幅を考慮して決定され、当該張り出し部分と互いに干渉しないように形成される。   The opening area of the widened opening portion 21 is determined in consideration of an expected overhanging width of a portion projecting outward from the outer peripheral surface of the existing underwater structure A due to repair work or the like, and does not interfere with the overhanging portion. Formed as follows.

各扉部材5,5は、拡開口部21の形状に合わせて矩形版状に形成され、互いに挿通孔2を介して突き合わされる端縁部に挿通孔2を二分割した形状の凹部2aを有し、両扉部材5,5が閉じられることにより、四角錐台状を成し拡開口部21が閉鎖されるとともに、両凹部2a,2aが挿通孔2を形成するようになっている。   Each door member 5, 5 is formed in a rectangular plate shape in accordance with the shape of the enlarged opening portion 21, and a recessed portion 2 a having a shape obtained by dividing the insertion hole 2 into two end portions that are abutted with each other through the insertion hole 2. In addition, when both door members 5 and 5 are closed, a quadrangular pyramid shape is formed, the enlarged opening 21 is closed, and both concave portions 2 a and 2 a form the insertion hole 2.

また、各扉部材5,5の周縁部には、互いに対向する開口側傾斜部23の傾斜に合わせて傾斜した形状の扉側傾斜部24が形成され、開閉扉6が閉じられた状態では、両傾斜部23,24が互いに突き合わされるようになっている。   In addition, the door-side inclined portion 24 having a shape inclined in accordance with the inclination of the opening-side inclined portion 23 facing each other is formed on the peripheral edge portion of each door member 5, 5. Both inclined parts 23 and 24 are abutted with each other.

尚、互いに対向する拡開口部21内縁と扉部材5,5外縁との間には、ゴムパッキン等の止水材25が介在され、開閉扉6が閉じられた際、拡開口部21と扉部材5,5との間が止水されるようになっている。   It should be noted that a water blocking material 25 such as rubber packing is interposed between the inner edge of the enlarged opening 21 and the outer edges of the door members 5 and 5 facing each other. The water between the members 5 and 5 is stopped.

また、互いに突き合わせ配置に対向する拡開口部21内縁部及び扉部材5,5外縁部にそれぞれ傾斜部を設け、その対向面部間に止水材25を介在させた構造としたことにより、ドライアップ時に生じる函内外の圧力差により各扉部材5,5が閉鎖方向に付勢された際に、当該付勢力に対し高い耐力を発揮できるようになっている。   Further, by providing an inclined portion on the inner edge of the widened opening 21 and the outer edge of the door members 5 and 5 that face each other in abutting arrangement, and a structure in which a water stop material 25 is interposed between the opposed surfaces, dry-up is achieved. When the door members 5 and 5 are urged in the closing direction due to a pressure difference between the inside and outside of the box, a high proof stress can be exerted against the urging force.

各扉部材5,5は、図3、図4に示すように、凹部2aとは反対側の端部下面がヒンジ22を介して拡開口部21の外側開口縁部に回動可能に接合され、両扉部材5,5がヒンジ22を介して下向きに回動することにより開閉扉6が開閉するようになっている。   As shown in FIGS. 3 and 4, each door member 5, 5 is pivotally joined to the outer opening edge of the widened opening 21 via the hinge 22 at the lower surface of the end opposite to the recess 2 a. The door 6 is opened and closed by rotating the door members 5 and 5 downward through the hinges 22.

また、各扉部材5,5の周縁部上面及び拡開口部21の内側開口縁部には、一対の固定部材26,26がそれぞれ固定され回動規制手段を形成し、この両固定部材26,26を連結ピン等の連結部材27により連結することにより、扉部材5,5の回動動作を規制できるようになっている。   A pair of fixing members 26 and 26 are respectively fixed to the upper surface of the peripheral edge of each door member 5 and 5 and the inner opening edge of the widened opening 21 to form a rotation restricting means. 26 is connected by a connecting member 27 such as a connecting pin so that the rotation of the door members 5 and 5 can be restricted.

ヒンジ22は、図3のように一般的な蝶番状であってもよいが、図5に示すように、一端を扉部材5,5に支持された扉側回転軸28に回転自在に連結され、他端が拡開口部21の開口縁部に支持された開口側回転軸29に回転自在に連結されたクランク部材30を備えたものであってもよい。その場合、扉部材5,5を開く際、図5(b)に示すように、両扉部材5,5が傾斜部23,24の傾斜に沿って移動した後、図5(c)のように開口側回転軸29を中心に回動するようになっている。   The hinge 22 may have a general hinge shape as shown in FIG. 3, but as shown in FIG. 5, one end of the hinge 22 is rotatably connected to a door-side rotating shaft 28 supported by the door members 5 and 5. The other end may be provided with a crank member 30 that is rotatably connected to the opening-side rotating shaft 29 supported by the opening edge of the widened opening 21. In that case, when the door members 5 and 5 are opened, as shown in FIG. 5B, after the door members 5 and 5 move along the inclination of the inclined portions 23 and 24, as shown in FIG. It is configured to rotate around the opening side rotation shaft 29.

挿通孔2は、内周縁部に函内側に向けて傾斜、即ち、函内側に進むにつれてその内周縁部の対向側に近づくように傾斜したテーパ部31を有する形状に形成され、止水部材4が挿通孔2の函内側に向けて楔状に嵌め込まれることにより挿通孔2内縁と水中構造物Aとの間の隙間を止水するようになっている。   The insertion hole 2 is formed in a shape having a tapered portion 31 that is inclined toward the inner side of the inner peripheral edge, that is, is inclined so as to approach the opposite side of the inner peripheral edge as it goes to the inner side of the box. Is inserted in a wedge shape toward the inner side of the insertion hole 2 to stop the gap between the inner edge of the insertion hole 2 and the underwater structure A.

止水部材4は、中央に水中構造物Aが貫通される貫通孔32が形成された環状を成し、外周部に挿通孔2のテーパ部31の形状に合わせて傾斜したテーパ面部33を備え、このテーパ面部33が挿通孔2のテーパ部31の内側に嵌合されることにより、挿通孔2内縁と水中構造物A外周との間の隙間を閉鎖し、止水するようになっている。   The water stop member 4 has an annular shape in which a through-hole 32 through which the underwater structure A passes is formed in the center, and includes a tapered surface portion 33 that is inclined in accordance with the shape of the tapered portion 31 of the insertion hole 2 on the outer peripheral portion. The tapered surface portion 33 is fitted inside the tapered portion 31 of the insertion hole 2, thereby closing the gap between the inner edge of the insertion hole 2 and the outer periphery of the underwater structure A to stop water. .

また、止水部材4が挿通孔2に楔状に嵌め込まれる形状としたことにより、ドライアップ時に函内外で生じる圧力差により挿通孔2内縁及び水中構造物A外面から受ける圧縮力が増す方向、即ち、函内側に向けて圧入され、高い止水効果が得られるようになっている。   Further, since the water stop member 4 has a wedge-like shape inserted into the insertion hole 2, the compression force received from the inner edge of the insertion hole 2 and the outer surface of the underwater structure A due to the pressure difference generated inside and outside the box during dry-up, that is, It is press-fitted toward the inside of the box, and a high water-stopping effect is obtained.

この止水部材4は、環状を分割した形状のゴム材等の弾性及び遮水性を有する複数の止水ピース34,34...により構成され、この各止水ピース34,34...を楔状に挿通孔2に嵌め込むことにより、止水ピース34,34...が挿通孔2内縁と水中構造物A外側面との間で圧縮されるとともに、互いに隣り合う止水ピース34,34...の環周方向接合端面が圧縮された状態で突き合わされるようになっている。   This water stop member 4 is constituted by a plurality of water stop pieces 34, 34... Having elasticity and water impermeability, such as a rubber material having an annular shape, and each of the water stop pieces 34, 34. The water-stopping pieces 34, 34... Are compressed between the inner edge of the insertion hole 2 and the outer surface of the underwater structure A by being fitted into the insertion hole 2 in a wedge shape, and the water-stopping pieces 34, 34 adjacent to each other. The circumferential direction joining end faces of ... are abutted in a compressed state.

また、挿通孔2の内縁部には、各止水ピース34,34...を移動可能に保持する保持部35を備え、止水ピース34,34...が挿通孔2に嵌め込まれる位置と挿通孔2より離脱する位置との間で移動できるようになっている。尚、各止水ピース34,34...には、予め図示しないワイヤー等が取り付けられており、このワイヤーにより保持部35の下端部から引き上げ、挿通孔2内に嵌め込むことができるようになっている。   In addition, the inner edge portion of the insertion hole 2 includes a holding portion 35 that holds the water stop pieces 34, 34... In a movable manner, and the water stop pieces 34, 34. And a position where it can be removed from the insertion hole 2. Each of the water stop pieces 34, 34... Is previously attached with a wire (not shown) so that the wire can be pulled up from the lower end portion of the holding portion 35 and fitted into the insertion hole 2. It has become.

保持部35は、挿通孔2と連続するように傾斜した形状を成し、且つ下端側が底版部7下面より突出したガイド部36と、突出部の下端にフランジ状に形成された抜け止め部37とを備えて中空円錐台孔状に形成され、開閉扉6が開いた状態にあっては各扉部材5,5に合わせて保持部分割体35a,35aに分割されるようになっている。   The holding part 35 has an inclined shape so as to be continuous with the insertion hole 2 and has a guide part 36 whose lower end protrudes from the lower surface of the bottom plate part 7 and a retaining part 37 formed in a flange shape at the lower end of the protruding part. When the open / close door 6 is open, it is divided into holding part divided bodies 35a and 35a in accordance with the door members 5 and 5, respectively.

このように構成された仮締切用函体1は、開閉扉6が閉じた状態にあっては、底部に挿通孔2が形成され、水中構造物Aを挿通孔2に挿通させた状態で水中構造物Aを囲むように設置できるとともに、挿通孔2内縁と水中構造物Aとの間に止水部材4が介在され、函本体3内にドライ空間を形成することができる。   When the door 6 is closed, the temporary closing box 1 configured in this way is formed with an insertion hole 2 at the bottom and the underwater structure A is inserted through the insertion hole 2 underwater. While being able to be installed so as to surround the structure A, the water stop member 4 is interposed between the inner edge of the insertion hole 2 and the underwater structure A, and a dry space can be formed in the box body 3.

一方、開閉扉6を開いた状態にあっては、止水部材4が水中構造物Aより離脱した状態となり、止水部材4が函本体3の移動の妨げとならず、また、挿通孔2より広い開口部が確保されるので、補修作業等により形成された水中構造物Aの断面積が増大した部分や水中構造物Aの外周より外側に向けて突出した突起部分が函本体3底部と干渉することがなく、函本体3が有底筒状を維持したまま設置又は撤去できる。   On the other hand, when the open / close door 6 is opened, the water stop member 4 is detached from the underwater structure A, so that the water stop member 4 does not hinder the movement of the box body 3 and the insertion hole 2 Since a wider opening is secured, a portion where the cross-sectional area of the underwater structure A formed by repair work or the like is increased, or a protruding portion protruding outward from the outer periphery of the underwater structure A is Without interfering, the box body 3 can be installed or removed while maintaining the bottomed cylindrical shape.

次に、上述の如き仮締切用函体1を使用した仮締切工法について図7〜図8に基づいて説明する。尚、上述の実施例と同様の構成には同一符号を付して説明する。   Next, the temporary closing method using the temporary closing box 1 as described above will be described with reference to FIGS. In addition, the same code | symbol is attached | subjected and demonstrated to the structure similar to the above-mentioned Example.

先ず、作業の事前準備として、図7(a)に示すように、既設水中構造物Aの上端高さを測定するとともに、水中構造物Aの上端部にフック19が係止される係止孔40,40...を形成する。   First, as an advance preparation for the work, as shown in FIG. 7A, the upper end height of the existing underwater structure A is measured, and the hook hole 19 is engaged with the upper end of the underwater structure A. 40, 40 ... are formed.

また、予め製造された仮締切用函体1の準備作業を行う。   Moreover, the preparatory work of the pre-manufactured box 1 is performed.

この準備作業は、工場で予め製造された周壁部ユニット11,11...及び底版部ユニット12を作業現場に搬入し、それを地上の作業エリアにて組立て、底部に挿通孔2が形成された有底筒状の函本体3を形成する。   In this preparatory work, the peripheral wall units 11, 11,... And the bottom plate unit 12 manufactured in advance at the factory are carried into the work site, assembled in the work area on the ground, and the insertion hole 2 is formed at the bottom. The bottomed cylindrical box body 3 is formed.

また、上述の測定した水中構造物Aの上端高さに基づいて仮固定部15を構成する仮固定用梁材14,14の位置を調整し函本体3に固定するとともに、函本体3の上端に浮き上がり防止用梁材17,17を固定する。尚、開閉扉6は、閉じられた状態にあって両固定部材26,26を連結ピン等の連結部材27により連結して両扉部材5,5の回動動作が規制されている。   Further, the position of the temporarily fixing beam members 14 and 14 constituting the temporary fixing portion 15 is adjusted and fixed to the box body 3 based on the measured upper end height of the underwater structure A, and the upper end of the box body 3 is fixed. The beam materials 17 and 17 for preventing lifting are fixed to the frame. The open / close door 6 is in a closed state, and both the fixing members 26, 26 are connected by a connecting member 27 such as a connecting pin so that the rotational movement of the door members 5, 5 is restricted.

また、各止水ピース34,34...を保持部35の下端側に位置した状態で保持させる。   Further, the water stop pieces 34, 34... Are held in a state where they are located on the lower end side of the holding portion 35.

そして、上記仮締切用函体1の準備が完了したら、図7(b)に示すように、仮締切用函体1をクレーンで吊り上げ、挿通孔2の位置を水中構造物Aの位置に合わせ、その状態で仮締切用函体1を所要の位置、即ち、仮固定部15が水中構造物A上端に支持される位置まで降下させる。   When the preparation for the temporary closing box 1 is completed, the temporary closing box 1 is lifted by a crane as shown in FIG. 7B, and the position of the insertion hole 2 is adjusted to the position of the underwater structure A. In this state, the temporary closing box 1 is lowered to a required position, that is, a position where the temporary fixing portion 15 is supported by the upper end of the underwater structure A.

その際、各止水ピース34,34...が保持部35の下端に位置することで止水部材4が水中構造物Aと干渉しないので、仮締切用函体1を容易に降下させることができる。   In that case, since the water stop member 4 does not interfere with the underwater structure A because each water stop piece 34, 34... Is positioned at the lower end of the holding portion 35, the temporary closing box 1 can be easily lowered. Can do.

また、位置決めガイド部材16,16...にガイドされることにより水中構造物Aの中心位置に対し函本体3の中心位置が位置決めされるようになっている。   Further, the center position of the box body 3 is positioned with respect to the center position of the underwater structure A by being guided by the positioning guide members 16, 16.

次に、浮き上がり防止用梁材17,17より垂下させたチェーン等の浮き上がり防止部材18,18...の下端に取り付けられたフック19を係止孔40に係止させ、更に、浮き上がり防止部材18,18...を緊張させることにより、水中構造物Aに函本体3を固定し、水中に設置された仮締切用函体1が浮力により浮き上がるのを防止する。   Next, hooks 19 attached to the lower ends of the lifting prevention members 18, 18... Such as chains suspended from the lifting prevention beam members 17, 17 are locked in the locking holes 40. By tensioning 18, 18 ..., the box body 3 is fixed to the underwater structure A, and the temporary closing box 1 installed in water is prevented from being lifted by buoyancy.

そして、図7(d)に示すように、必要に応じて潜水士により函本体3と水中構造物Aとの相対位置関係を調整しつつ揺動防止用梁材20,20...を設置し、函本体3の設置が完了する。   Then, as shown in FIG. 7 (d), the swing prevention beam members 20, 20... Are installed while adjusting the relative positional relationship between the box body 3 and the underwater structure A by a diver as necessary. Then, the installation of the box body 3 is completed.

函本体3の設置が完了した後、ワイヤーにより各止水ピース34,34...を保持部35下端より引き上げ、挿通孔2内に楔状に嵌め込み各止水ピース34,34...からなる止水部材4を挿通孔2内縁と水中構造物A外側面との間に介在させ、挿通孔2内縁と水中構造物Aとの間の隙間を止水する。   After the installation of the box body 3 is completed, the water-stopping pieces 34, 34... Are lifted from the lower end of the holding portion 35 by wires, and are fitted into the insertion holes 2 in a wedge shape to be formed of the water-stopping pieces 34, 34. The water stop member 4 is interposed between the inner edge of the insertion hole 2 and the outer surface of the underwater structure A, and the gap between the inner edge of the insertion hole 2 and the underwater structure A is stopped.

この止水作業が完了した後、図7(e)に示すように、函本体3底部に設置された水中ポンプ41を使用して函本体3内の水を外部に排出し、函本体3内にドライ空間を形成する。尚、図中符号42は函本体3内の水を排出するための排水ホースである。   After this water stop operation is completed, as shown in FIG. 7 (e), the water in the box body 3 is discharged to the outside using the submersible pump 41 installed at the bottom of the box body 3, and the inside of the box body 3 A dry space is formed. In the figure, reference numeral 42 denotes a drain hose for discharging water in the box body 3.

このように函本体3内にドライ空間を形成することにより、函内外に圧力差が生じ、この圧力差により止水部材4が挿通孔2内縁及び水中構造物A外面から受ける圧縮力が増す方向、即ち、函内側に向けて圧入され、高い止水効果が得られるようになっている。   By forming the dry space in the box body 3 in this way, a pressure difference is generated inside and outside the box, and the direction in which the compressive force received by the water stop member 4 from the inner edge of the insertion hole 2 and the outer surface of the underwater structure A is increased by this pressure difference. That is, it is press-fitted toward the inner side of the box, and a high water stop effect is obtained.

また、当該圧力差により扉部材5,5が函内側に向けて付勢され、それにより拡開口部21と扉部材5,5との間に介在された止水材25が圧縮され、高い止水効果が得られるようになっている。   Further, the pressure difference causes the door members 5 and 5 to be biased toward the inner side of the box, thereby compressing the water stop material 25 interposed between the enlarged opening 21 and the door members 5 and 5, thereby increasing the high stoppage. Water effect can be obtained.

このドライ環境下において、図8(f)に示すように、水中構造物Aに対する作業、例えば、杭径方向に張り出した形状のブラケット43の取付け作業等や水中構造物Aの外周に杭径方向に突出させたスタッドの取り付け作業等を行う。   In this dry environment, as shown in FIG. 8 (f), work on the underwater structure A, for example, mounting work of the bracket 43 having a shape projecting in the pile radial direction, Install the studs that protrude from

このように、水中構造物Aの断面積が増大した部分や突起部分が形成された際には、当該部分に函本体3底部が干渉するために有底筒状を維持したまま仮締切用函体1を撤去することができない。   As described above, when a portion having an increased cross-sectional area of the underwater structure A or a protruding portion is formed, the bottom portion of the case body 3 interferes with the portion, so that the bottomed tubular shape is maintained while the bottomed cylindrical shape is maintained. Body 1 cannot be removed.

そこで、ドライ空間での作業が完了した後、以下のように仮締切用函体1の撤去作業を行う。   Therefore, after the work in the dry space is completed, the temporary closing box 1 is removed as follows.

まず、両固定部材26,26を連結する連結ピン等の連結部材27を取り外し、両扉部材5,5の回動規制を解除した後、函本体3の周壁部8に形成された注水口13を開いて外部の水を函本体3内に注水する。   First, after removing the connecting member 27 such as a connecting pin for connecting both the fixing members 26 and 26 and releasing the rotation restriction of the door members 5 and 5, the water inlet 13 formed in the peripheral wall portion 8 of the box body 3. Is opened, and external water is poured into the box body 3.

注水作業が完了したら、図8(h)に示すように、潜水士により揺動防止梁材20,20を撤去するとともに、チェーン等の浮き上がり防止部材18,18...を水中構造物Aより取り外し、水中構造物Aに対する函本体3の固定状態を解除し、吊り持ち用部材10にワイヤーロープ9を取り付け、クレーンによる仮締切用函体1の吊り上げ作業を行う。   When the water injection operation is completed, as shown in FIG. 8 (h), the swing prevention beam members 20, 20 are removed by the divers and the lifting prevention members 18, 18. The box body 3 is removed from the underwater structure A, and the wire rope 9 is attached to the suspension member 10 to lift the temporary closing box 1 with a crane.

その際、止水部材4が挿通孔2内に楔状に嵌め込まれ、且つ、ドライアップ時の函内外圧力差により強く圧入された状態であるが、函本体3の吊り上げに伴い、水中構造物A外周面と止水部材4との接触面部にせん断方向の力が加わり、当該せん断方向の力及び自重により両扉部材5,5が回動し、開閉扉6が開く。   At that time, the water stop member 4 is fitted in a wedge shape in the insertion hole 2 and is strongly pressed due to the pressure difference between the inside and outside of the box at the time of dry-up. A force in the shearing direction is applied to the contact surface portion between the outer peripheral surface and the water blocking member 4, and the door members 5, 5 are rotated by the shearing direction force and its own weight, and the opening / closing door 6 is opened.

このように開閉扉6が開くことにより、止水部材4を構成する各止水ピース34,34...が水中構造物Aより離脱するとともに、拡開口部21が開口し、挿通孔2により開口面積の広い開口部が確保される。   When the opening / closing door 6 is thus opened, the water stop pieces 34, 34... Constituting the water stop member 4 are detached from the underwater structure A, and the enlarged opening 21 is opened. An opening having a wide opening area is secured.

そして、開閉扉6が開いた状態で更に仮締切用函体1を吊り上げ、仮締切用函体1を撤去する。その場合に、拡開口部21が開口し、挿通孔2により開口面積の広い開口部が確保されたことにより、ブラケット43等の水中構造物Aの外周面より突出した部分が函本体3底部と接触しないので、函体を水中で解体することなく有底筒状を維持したまま水中構造物Aに沿って上昇させることができる。   Then, the temporary closing box 1 is further lifted with the open / close door 6 open, and the temporary closing box 1 is removed. In this case, the widened opening 21 is opened, and an opening having a wide opening area is secured by the insertion hole 2, so that the portion protruding from the outer peripheral surface of the underwater structure A such as the bracket 43 is the bottom of the box body 3. Since it does not contact, it can raise along the underwater structure A, maintaining a bottomed cylindrical shape, without disassembling a box in water.

また、作業対象の水中構造物Aが複数ある場合には、図8(j)に示すように、地上に設置された組立て用架台44に載置した状態で、両扉部材5,5を閉じ、且つ両固定部材26,26を連結ピンにより連結して各扉部材5,5の回動を規制するとともに、各止水ピース34,34...を保持部35の下端側に配置し直し、上述の作業を繰り返す。   Further, when there are a plurality of underwater structures A to be worked, as shown in FIG. 8 (j), the door members 5 and 5 are closed in a state of being placed on the assembly base 44 installed on the ground. In addition, the fixing members 26, 26 are connected by connecting pins to restrict the rotation of the door members 5, 5, and the water stop pieces 34, 34 ... are rearranged on the lower end side of the holding portion 35. Repeat the above operation.

尚、上述の実施例では、ヒンジ22を介して函本体3底部に支持された一対の扉部材5,5をもって構成した観音開き式の開閉扉6を備えたものについて説明したが、各扉部材5,5を底版部7に挿通孔2径方向にスライド可能に支持させた引き戸式の開閉扉6を備えたものであってもよい。   In the above-described embodiment, a description has been given of a door provided with a double door opening / closing door 6 constituted by a pair of door members 5 and 5 supported on the bottom of the box body 3 via hinges 22. , 5 may be provided with a sliding door type opening / closing door 6 that is slidably supported on the bottom plate portion 7 in the radial direction of the insertion hole 2.

また、上述の実施例では、底版部7に拡開口部21を備え、当該拡開口部21内に扉部材5,5を嵌合させた構造のものについて説明したが、底版部7全体を複数の扉部材5,5をもって構成し、底版全体が開閉する構造であってもよい。   In the above-described embodiment, the bottom plate portion 7 is provided with the enlarged opening portion 21 and the door members 5 and 5 are fitted in the enlarged opening portion 21. The door members 5 and 5 may be configured to open and close the entire bottom plate.

更に、上述の実施例では、開閉扉6を一対の扉部材5,5により構成した例について説明したが、扉部材5,5の数量はこれに限定されず、3枚以上の複数であってもよく、また、一の扉部材により開閉扉を構成し、水中構造物A周りの底版部の一部分のみが開閉されるようにしてもよい。   Further, in the above-described embodiment, the example in which the opening / closing door 6 is configured by the pair of door members 5 and 5 has been described. However, the number of the door members 5 and 5 is not limited to this, and the number of door members 5 and 5 is a plurality of three or more. Alternatively, the opening / closing door may be constituted by one door member, and only a part of the bottom plate portion around the underwater structure A may be opened / closed.

また、上述の実施例では、函本体3を上端が開口した有底筒状に形成された例について説明したが、函本体3の上端を天版により閉鎖し、函本体3全体を水中に設置できるようにしたものであってもよい。   Further, in the above-described embodiment, the example in which the box body 3 is formed in a bottomed cylindrical shape with the upper end opened has been described. However, the upper end of the box body 3 is closed with a top plate, and the entire box body 3 is installed in water. It may be one that can be made.

更に、上述の実施例では、有底筒状に組み立てた状態で函本体3をクレーン等で吊り下ろして水中構造物Aに設置する例について説明したが、函本体3の水中構造物Aへの設置方法は、上述の如き方法に限定されず、例えば、函本体3をヒンジを介して開閉可能に接合された一対の半割函体をもって構成し、ヒンジを軸に両半割函体を開いた状態で水中に沈めて水中構造物Aの外周部に配置した後、両半割函体を閉じて函本体3を組み立てることにより設置し、函本体3を撤去する際には、開閉扉6を開いて有底筒状を維持したまま吊り上げるようにしてもよい。   Furthermore, although the above-mentioned Example demonstrated the example which suspends the box main body 3 with the crane etc. in the state assembled in the bottomed cylinder shape, and installed in the underwater structure A, the box body 3 is attached to the underwater structure A. The installation method is not limited to the above-described method. For example, the box body 3 is configured with a pair of half-boxes joined so as to be openable and closable via hinges, and both halves are opened around the hinges. When the box body 3 is assembled by closing both halved boxes and then removing the box body 3, the door 6 is opened and closed. May be opened and lifted while maintaining the bottomed cylindrical shape.

また、函本体3の設置に関しては、開閉扉6を開いた状態で設置作業を行い、函本体3の水中構造物Aへの設置が完了した後、開閉扉6を閉じて函本体3内外を遮断するようにしてもよい。   As for the installation of the box body 3, the installation work is performed with the opening / closing door 6 open, and after the installation of the box body 3 to the underwater structure A is completed, the opening / closing door 6 is closed and the box body 3 is opened and closed. You may make it interrupt.

A 水中構造物
B 水面
1 仮締切用函体
2 挿通孔
3 函本体
4 止水部材
5 扉部材
6 開閉扉
7 底版部
8 周壁部
9 ワイヤーロープ
10 吊り持ち用部材
11 周壁部ユニット
12 底版部ユニット
13 注水口
14 仮固定用梁材
15 仮固定部
16 位置決めガイド部材
17 浮き上がり防止用梁材
18 浮き上がり防止部材
19 フック
20 揺動防止用梁材
21 拡開口部
22 ヒンジ
23 開口側傾斜部
24 扉側傾斜部
25 止水材
26 固定部材
27 連結部材
28 扉側回転軸
29 開口側回転軸
30 クランク部材
31 テーパ部
32 貫通孔
33 テーパ面部
34 止水ピース
35 保持部
36 ガイド部
37 抜け止め部
A Underwater structure B Water surface 1 Temporary cutoff box 2 Insertion hole 3 Box body 4 Water stop member 5 Door member 6 Open / close door 7 Bottom plate portion 8 Perimeter wall portion 9 Wire rope 10 Suspension member 11 Perimeter wall unit 12 Bottom plate portion unit 13 Water injection port 14 Temporary fixing beam material 15 Temporary fixing portion 16 Positioning guide member 17 Lifting prevention beam material 18 Lifting prevention member 19 Hook 20 Oscillation prevention beam material 21 Wide opening portion 22 Hinge 23 Opening side inclined portion 24 Door side Inclined portion 25 Water-stopping material 26 Fixing member 27 Connecting member 28 Door-side rotating shaft 29 Opening-side rotating shaft 30 Crank member 31 Tapered portion 32 Through-hole 33 Tapered surface portion 34 Water-stopping piece 35 Holding portion 36 Guide portion 37 Retaining portion

Claims (7)

底部に水中構造物が挿通される挿通孔を有し、前記水中構造物の外周部を囲むように設置される有底筒状の函本体と、前記挿通孔の内縁と前記水中構造物との間に介在される環状の止水部材とを備えてなる仮締切用函体において、
前記函本体は、端縁部が前記止水部材を介して前記水中構造物に当接するように配置された一又は複数の扉部材からなる開閉可能な開閉扉を備えたことを特徴としてなる仮締切用函体。
The bottom portion has an insertion hole through which the underwater structure is inserted, and includes a bottomed cylindrical box body installed so as to surround an outer peripheral portion of the underwater structure, an inner edge of the insertion hole, and the underwater structure. In the temporary closing box provided with an annular water stop member interposed therebetween,
The box body is provided with an openable openable / closable door composed of one or a plurality of door members arranged such that an edge portion contacts the underwater structure via the water stop member. Deadline box.
前記函本体底部に前記扉部材が嵌合される拡開口部を備え、前記扉部材が前記拡開口部の開口縁部にヒンジを介して開閉可能に支持されてなる請求項1に記載の仮締切用函体。   The temporary housing according to claim 1, further comprising an enlarged opening portion into which the door member is fitted at the bottom of the box body, wherein the door member is supported by an opening edge of the enlarged opening portion so as to be opened and closed via a hinge. Deadline box. 前記拡開口部内縁に函内側に向けて傾斜した開口側傾斜部が形成されるとともに、前記各扉部材外縁の前記開口側傾斜部と互いに対向する接合縁部に前記開口側傾斜部と互いに嵌合する扉側傾斜部が形成されてなる請求項2に記載の仮締切用函体。   An opening-side inclined portion that is inclined toward the inner side of the box is formed at the inner edge of the widened opening, and the opening-side inclined portion is fitted to the joint edge of each door member outer edge that faces the opening-side inclined portion. The temporary closing box according to claim 2, wherein a door-side inclined portion is formed. 前記ヒンジは、一端を前記開閉扉に支持された扉側回転軸に回転自在に連結され、他端が前記開閉窓開口縁部に支持された窓側回転軸に回転自在に連結されたクランク部材を備えてなる請求項2又は3に記載の仮締切用函体。   The hinge includes a crank member having one end rotatably connected to a door-side rotating shaft supported by the opening / closing door and the other end rotatably connected to a window-side rotating shaft supported by the opening / closing window opening edge. The box for temporary deadlines according to claim 2 or 3 provided. 前記止水部材は、環状を分割した形状の複数の止水ピースをもって構成し、前記挿通孔の内縁部に前記各止水ピースを孔軸方向でスライド可能に保持する保持部を備えた請求項1〜3又は4に記載の仮締切用函体。   The water stop member includes a plurality of water stop pieces each having an annular shape, and includes a holding portion that holds the water stop pieces slidably in the hole axis direction at an inner edge portion of the insertion hole. The box for temporary deadlines as described in 1-3 or 4. 前記挿通孔は、内縁部に函内側に向けて傾斜したテーパ部を有する形状に形成され、前記止水部材は、外周面部に前記テーパ部内に嵌合するテーパ面部を有する楔形状に形成された請求項1〜4又は5に記載の仮締切用函体。   The insertion hole is formed in a shape having a tapered portion inclined toward the inner side of the box at the inner edge portion, and the water stop member is formed in a wedge shape having a tapered surface portion fitted in the tapered portion on an outer peripheral surface portion. The temporary closing box according to claim 1 or 4. 底部に水中構造物が挿通される挿通孔を有し、前記水中構造物の外周部を囲むように設置される有底筒状の函本体と、前記挿通孔の内縁と前記水中構造物との間に介在される環状の止水部材とを備えてなる予め製造された仮締切用函体を使用し、
前記挿通孔に前記水中構造物を挿通させた状態で前記函本体を水中の所要位置に設置するとともに、前記止水部材により前記挿通孔と前記水中構造物との間を止水した後、前記函本体内の水を排出して水中構造物の周りにドライ空間を形成し、該ドライ空間内で作業を行う仮締切用函体を使用した仮締切工法において、
前記函本体は、端縁部が前記止水部材を介して前記水中構造物に当接するように配置された一又は複数の扉部材からなる開閉可能な開閉扉を備え、
前記ドライ空間における作業が完了した後、前記開閉扉を開き、その状態で前記函本体を前記水中構造物に沿って撤去する仮締切用函体を使用した仮締切工法。
The bottom portion has an insertion hole through which the underwater structure is inserted, and includes a bottomed cylindrical box body installed so as to surround an outer peripheral portion of the underwater structure, an inner edge of the insertion hole, and the underwater structure. Using a pre-manufactured box for temporary closing, which is provided with an annular water stop member interposed therebetween,
The box body is installed at a required position in water in a state where the underwater structure is inserted through the insertion hole, and water is stopped between the insertion hole and the underwater structure by the water stop member. In the temporary closing method using a temporary closing box that drains the water in the box body to form a dry space around the underwater structure and performs the work in the dry space,
The box body is provided with an openable openable / closable door comprising one or a plurality of door members arranged such that an edge portion contacts the underwater structure via the water stop member.
After the work in the dry space is completed, a temporary closing method using a temporary closing box that opens the door and removes the box body along the underwater structure in that state.
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CN104594367A (en) * 2015-01-23 2015-05-06 中国建筑第七工程局有限公司 Combined cofferdam structure and construction method
CN104631338A (en) * 2015-02-16 2015-05-20 中交第二航务工程局有限公司 Steel boxed cofferdam and positioning construction method
JP6234525B1 (en) * 2016-08-26 2017-11-22 第一建設工業株式会社 Water stoppage method for temporary closing structure used for pier repair and reinforcement work
JP2018025039A (en) * 2016-08-10 2018-02-15 第一建設工業株式会社 Installation method for cofferdam structure to be used for bridge pier maintenance/reinforcement work
JP2018145749A (en) * 2017-03-08 2018-09-20 第一建設工業株式会社 Installation method of cofferdam structure for use in bridge pier repair and reinforcement construction
CN108677680A (en) * 2018-07-27 2018-10-19 中国铁建大桥工程局集团有限公司 A kind of steel reinforced concrete assembled steel hanging box structure
KR102123558B1 (en) * 2019-12-16 2020-06-16 이진길 Tank allowing dry work for underwater framework for bridge construction and method of construction using that
CN114277820A (en) * 2021-12-29 2022-04-05 中交路桥建设有限公司 Construction method of jacket box with bottom
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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104594367A (en) * 2015-01-23 2015-05-06 中国建筑第七工程局有限公司 Combined cofferdam structure and construction method
CN104631338A (en) * 2015-02-16 2015-05-20 中交第二航务工程局有限公司 Steel boxed cofferdam and positioning construction method
JP2018025039A (en) * 2016-08-10 2018-02-15 第一建設工業株式会社 Installation method for cofferdam structure to be used for bridge pier maintenance/reinforcement work
JP6234525B1 (en) * 2016-08-26 2017-11-22 第一建設工業株式会社 Water stoppage method for temporary closing structure used for pier repair and reinforcement work
JP2018031238A (en) * 2016-08-26 2018-03-01 第一建設工業株式会社 Cut-off method of cofferdam structure used for bridge pier maintenance and reinforcing work
JP2018145749A (en) * 2017-03-08 2018-09-20 第一建設工業株式会社 Installation method of cofferdam structure for use in bridge pier repair and reinforcement construction
CN108677680A (en) * 2018-07-27 2018-10-19 中国铁建大桥工程局集团有限公司 A kind of steel reinforced concrete assembled steel hanging box structure
KR102123558B1 (en) * 2019-12-16 2020-06-16 이진길 Tank allowing dry work for underwater framework for bridge construction and method of construction using that
CN114277820A (en) * 2021-12-29 2022-04-05 中交路桥建设有限公司 Construction method of jacket box with bottom
CN114319397A (en) * 2021-12-29 2022-04-12 中交路桥华南工程有限公司 Construction system for jacket box with bottom
CN114319397B (en) * 2021-12-29 2024-03-26 中交路桥华南工程有限公司 Construction system for bottom sleeve box
CN114277820B (en) * 2021-12-29 2024-03-26 中交路桥建设有限公司 Construction method of bottom sleeve box

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