JP5014202B2 - Temporary deadline box and installation method - Google Patents

Temporary deadline box and installation method Download PDF

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JP5014202B2
JP5014202B2 JP2008054624A JP2008054624A JP5014202B2 JP 5014202 B2 JP5014202 B2 JP 5014202B2 JP 2008054624 A JP2008054624 A JP 2008054624A JP 2008054624 A JP2008054624 A JP 2008054624A JP 5014202 B2 JP5014202 B2 JP 5014202B2
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water
work box
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temporary closing
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JP2009209599A (en
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克洋 新明
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Penta Ocean Construction Co Ltd
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本願発明は水中に構築した橋脚の補修などを陸上と同じドライな作業空間で行う際に使用する仮締切作業函およびその設置方法に関するものである。   The present invention relates to a temporary closing work box used when repairing a pier constructed underwater or the like in the same dry work space as the land, and an installation method thereof.

近年、河川などの水中に構築された橋脚などの保守、点検、補修および補強などが急務となっている。これらの作業は、図9の(1)および(2)に示すように、橋脚32を囲むようにして仮締切作業函33を設置した後、この仮締切作業函33の内側の水を排出して陸上と同じドライな作業空間34を形成して行っていた。このような作業空間34を形成するための仮締切作業函33と橋脚32との止水は、図9の(3)に示すように、止水チューブ35を仮締切作業函33と橋脚32との間に設置して行っていた。また、その他の仮締切作業函としては、特開2006−249685号公報の発明がある。
特開2006−249685号公報
In recent years, maintenance, inspection, repair and reinforcement of bridge piers constructed in water such as rivers have become urgent. As shown in FIGS. 9 (1) and (2), these operations are performed by installing a temporary closing work box 33 so as to surround the pier 32, and then discharging the water inside the temporary closing work box 33 to land The same dry work space 34 was formed. As shown in FIG. 9 (3), the water stoppage between the temporary closing work box 33 and the pier 32 for forming the work space 34 is performed by connecting the water stop tube 35 to the temporary closing work box 33, the pier 32, and the like. It was set up in between. Further, as another temporary closing work box, there is an invention of JP-A-2006-249585.
Japanese Patent Laid-Open No. 2006-249585

しかし、上記の仮締切作業函は水圧による止水チューブの押付けで止水を行っていたため、常時、水圧の管理が必要となり、しかも水深が深い場合には十分な止水能力が確保できないという問題点があった。   However, since the above-mentioned temporary closing work box has stopped water by pressing the water stop tube with water pressure, it is necessary to always manage the water pressure, and when the water depth is deep, sufficient water stopping ability cannot be secured. There was a point.

本願発明は上記のような間題に鑑みてなされたものであり、その目的は、水圧の管理や十分な止水能力が確保できる仮締切作業函およびその設置方法を提供することである。   This invention is made | formed in view of the above problems, and the objective is to provide the temporary closing work box which can ensure the management of water pressure, and sufficient water stop capability, and its installation method.

以上の課題を解決するための仮締切作業函は、一対の組立ユニットが向かい合った状態で接合されて平面環状に形成された仮締切作業函において、前記組立ユニットの底部には嵌合凹部が形成され、該嵌合凹部の前面壁には板状の止水パッキンが設置され、該止水パッキンが折曲部を上側にして下側に折り曲げられ、該折り曲げられた折曲片が底部からの押さえ板で押さえ付けられたことを特徴とする。また折曲片が他の部分よりも肉厚に形成されたことを含む。また組立ユニットの内面下部にはストッパーが突設され、該ストッパーは仮締切作業函が作業対象物との間に適宜間隙部をもつように所定高さに設置するものであることを含む。
また仮締切作業函の設置方法は、一対の組立ユニットが向かい合った状態で接合されて平面環状に形成され、前記組立ユニットの底部には嵌合凹部が形成され、該嵌合凹部の前面壁には板状の止水パッキンが設置され、該止水パッキンが折曲部を上側にして下側に折り曲げられ、該折り曲げられた折曲片を底部からの押さえ板で押さえ付けた仮締切作業函を形成し、該仮締切作業函で水中の作業対象物を囲むとともに、仮締切作業函を沈下させて、嵌合凹部の前面壁と作業対象物との間に適宜間隙部をもつように固定した後、押さえ板を取り外して折曲片の反発力によってその一部を作業対象物の側面に当接させて前記間隙部を塞いだ後、仮締切作業函の内側の水を排水して止水パッキンの下側から水圧を作用させることを特徴とする。また折曲片が他の部分よりも肉厚に形成されたことを含む。また組立ユニットの内面下部にはストッパーが突設され、該ストッパーは仮締切作業函が作業対象物との間に適宜間隙部をもつように所定高さに設置するものであることを含むものである。
A temporary closing work box for solving the above problems is a temporary closing work box in which a pair of assembly units are joined in a state of facing each other and formed into a planar ring shape, and a fitting recess is formed at the bottom of the assembly unit. A plate-like water-proof packing is installed on the front wall of the fitting recess, the water-proof packing is bent downward with the bent portion on the upper side, and the bent piece is bent from the bottom. It is characterized by being pressed down by a pressing plate. It also includes that the bent piece is formed thicker than the other parts. In addition, a stopper is provided on the lower part of the inner surface of the assembly unit, and the stopper includes a temporary closing work box that is installed at a predetermined height so as to have an appropriate gap with the work object.
In addition, the temporary closing box is installed in a state where a pair of assembly units face each other and are formed into a planar ring shape, a fitting recess is formed at the bottom of the assembly unit, and a front wall of the fitting recess is formed. The plate-shaped water-stopping packing is installed, the water-stopping packing is bent downward with the bent part up, and the bent piece is pressed by a pressing plate from the bottom. And surrounding the work object in water with the temporary deadline work box, and lowering the temporary deadline work box and fixing it with an appropriate gap between the front wall of the fitting recess and the work object After that, the holding plate is removed and a part of the bent piece is brought into contact with the side surface of the work object by the repulsive force to close the gap, and then the water inside the temporary closing work box is drained and stopped. Water pressure is applied from the lower side of the water packing. It also includes that the bent piece is formed thicker than the other parts. Further, a stopper protrudes from the inner surface lower portion of the assembly unit, and the stopper includes that the temporary closing work box is installed at a predetermined height so as to have an appropriate gap portion with the work object.

組立ユニットの底部における嵌合凹部の前面壁に設置された板状の止水パッキンにより、水圧管理を必要としない止水を行うことができる。また折曲片が他の部分よりも肉厚に形成されたことにより、折曲片を作業対象物の側面に当接させて間隙部を塞いだときに、該間隙部から折曲片が抜け出るのを防ぐことができる。また組立ユニットの内面下部にストッパーが突設されたことにより、仮締切作業函を、嵌合凹部の前面壁と作業対象物との間に適宜間隙部が形成できるように所定高さに設置することができる。また止水パッキンの折曲片から押さえ板を取り外して、折曲片の反発力によってその一部を作業対象物の側面に当接させて間隙部を塞いだ後、仮締切作業函の内側の水を排水すると、止水パッキンに下側から水圧が作用するので止水能力が向上する。   With the plate-shaped water-stopping packing installed on the front wall of the fitting recess at the bottom of the assembly unit, water-stopping that does not require water pressure management can be performed. Further, since the bent piece is formed thicker than the other parts, the bent piece comes out from the gap when the bent piece is brought into contact with the side surface of the work object to close the gap. Can be prevented. In addition, since the stopper is projected at the lower part of the inner surface of the assembly unit, the temporary closing work box is set at a predetermined height so that a gap can be appropriately formed between the front wall of the fitting recess and the work object. be able to. Also, remove the holding plate from the bent piece of the water-stopping packing, close the gap by bringing a part of the bent piece into contact with the side of the work object by the repulsive force of the bent piece, and When the water is drained, the water stopping capability is improved because water pressure acts on the water stopping packing from below.

以下、本願発明の仮締切作業函およびその設置方法の実施の形態を図面に基づいて詳細に説明する。はじめに仮締切作業函について説明し、その後に仮締切作業函の設置方法について説明するが、各実施の形態において同じ構成は同じ符号を付して説明し、異なった構成にのみ異なった符号を付して説明する。この仮締切作業函は水中に構築された作業対象物、例えば橋脚などを囲むとともに、底部を作業対象物に嵌合して止水した後、内側の水を排水して、陸上と同じ作業空間を形成するものである。   Hereinafter, embodiments of a temporary closing box and its installation method according to the present invention will be described in detail with reference to the drawings. First, the provisional deadline work box will be explained, and then the installation method of the temporary deadline work box will be explained. In each embodiment, the same components are described with the same reference numerals, and only different components are given different reference numerals. To explain. This temporary deadline work box surrounds work objects built underwater, such as piers, and after fitting the bottom part to the work objects and stopping water, draining the inner water, the same work space as on land Is formed.

図1〜図3は仮締切作業函1の実施の形態を示したものである。この仮締切作業函1は、平面コ字形の組立ユニット2が向かい合って接合されて、上部が開放された平面矩形の環状体を構成するものである。   1 to 3 show an embodiment of a temporary closing work box 1. The temporary closing work box 1 is configured by forming a planar rectangular annular body having a U-shaped assembly unit 2 facing each other and joined together so that the upper part is opened.

この組立ユニット2は背面部3と、該背面部3の両側に突出した突出部4とからなる平面コ字形の中空ユニット5と下部ユニット6とが上下に接合されて構成されている。これらの各ユニット5、6にはフロートタンク(図示せず)が設置され、このフロートタンクにバラスト水を注排水する注排水口(図示せず)が設けられている。   This assembly unit 2 is constructed by vertically joining a U-shaped hollow unit 5 and a lower unit 6 each having a back surface portion 3 and projecting portions 4 protruding on both sides of the back surface portion 3. Each of these units 5 and 6 is provided with a float tank (not shown), and is provided with an inlet / outlet (not shown) for pouring and draining ballast water into the float tank.

また各ユニット5、6の上下の接合面および突出部4の接合面に止水用のパッキン7が設置され、組立ユニット2が接合ボルト8で接合されて仮締切作業函1を形成した際に、その内部に水を侵入させないようにしている。   In addition, when a waterproof seal 7 is installed on the upper and lower joint surfaces of the units 5 and 6 and the joint surface of the projecting portion 4, and the assembly unit 2 is joined with the joint bolt 8 to form the temporary closing work box 1. , To prevent water from entering the interior.

この組立ユニット2の下部ユニット6に中空の底部9が設けられ、この底部9には橋脚のフーチングに嵌合される平面半円形の嵌合凹部10が形成され、該嵌合凹部10の前面壁11に沿って止水パッキン12が設置されている。なお底部9は中空でなくても良く、また嵌合凹部10は平面半円形に限らず、平面方形または矩形であっても良い。   A hollow bottom portion 9 is provided in the lower unit 6 of the assembly unit 2, and a flat semicircular fitting recess 10 that is fitted to the footing of the pier is formed in the bottom portion 9, and the front wall of the fitting recess 10 is formed. 11 is provided with a water-stop packing 12. The bottom portion 9 may not be hollow, and the fitting recess 10 is not limited to a flat semicircular shape, and may be a flat rectangular shape or a rectangular shape.

この止水パッキン12は、図2の(2)に示すように、軟質材12aを介して硬質ゴム製の板体12bが接続されてなり、一方が前面壁11に取付用アングル(またはボルト)13で固定され、他方の折曲片14が折曲部15を上側に位置させて下側に折り曲げられた半折れ状態になっている。この折曲片14は硬質ゴムの反発力(弾性)によって常時上側(図面においては左方向)に開こうとするため、底部上面から下側に伸びた押さえ板16で押さえ付けられている。この押さえ板16は適宜間隔ごとに設置されたものであり、水平の固定片17が鍔片18にボルト止めされている。したがって、この押さえ板16を全て取り外すと折曲片14が上側に回転するようになっている。   As shown in FIG. 2 (2), the water-stopping packing 12 is formed by connecting a hard rubber plate 12b via a soft material 12a, and one of them is attached to the front wall 11 for mounting angle (or bolt). 13, and the other bent piece 14 is in a half-folded state in which the bent portion 15 is positioned on the upper side and is bent downward. The bent piece 14 is always pressed upward by a repulsive force (elasticity) of the hard rubber (leftward in the drawing), and is therefore pressed by a pressing plate 16 extending downward from the bottom upper surface. The pressing plate 16 is installed at appropriate intervals, and a horizontal fixing piece 17 is bolted to the flange piece 18. Accordingly, when all of the pressing plate 16 is removed, the bent piece 14 is rotated upward.

また底部上面の鍔片18は折曲部15を覆っており、この鍔片18と前面壁11とで形成した収納部19に止水パッキン12が収納され、その収納が押さえ板16で押さえ付けられている。この止水パッキン12は組立ユニット2ごとに半円形に形成されているため、この組立ユニット2が向かい合わされて接合されると平面円形のリング状になり、延長方向の変形に対応する。なお、嵌合凹部10が平面矩形になると、図2の(3)に示すように、止水パッキン12も矩形になる。また、折曲片15の外側に発泡ゴムを設けることもできる。   Further, the flange 18 on the upper surface of the bottom covers the bent portion 15, and the water-stopping packing 12 is stored in the storage portion 19 formed by the flange 18 and the front wall 11, and the storage is pressed by the pressing plate 16. It has been. Since the water-stop packing 12 is formed in a semicircular shape for each assembly unit 2, when the assembly unit 2 faces and is joined to each other, it forms a planar circular ring shape, which corresponds to deformation in the extension direction. In addition, if the fitting recessed part 10 becomes a plane rectangle, as shown to (3) of FIG. 2, the water stop packing 12 will also become a rectangle. In addition, foamed rubber can be provided outside the bent piece 15.

また止水パッキン12の折曲片14を他よりも肉厚にしたのは、折曲片14を作業対象物の側面に当接させて間隙部を塞いだときに、該間隙部から抜け出るのを防ぐためである。   The reason why the bent piece 14 of the water-stopping packing 12 is thicker than the other is that the bent piece 14 comes out of the gap when the bent piece 14 is brought into contact with the side surface of the work object to close the gap. Is to prevent.

また組立ユニット2の内面における底部9の上側には、内側に延びたストッパー20が組立ユニット2の対向面、すなわち組立ユニット2の内面中央部と、接合部の近くに突設されている。このストッパー20は組立ユニット2が一定以上沈下しないように作業対象物に設置するものであり、嵌合凹部10の前面壁と作業対象物との間に適宜間隙部、すなわち止水パッキン12を嵌合する間隙部が形成できるように、フーチング上面に設置される。なお上記のストッパー20以外の手段でも組立ユニット2を作業対象物に固定することができる。   In addition, on the upper side of the bottom portion 9 on the inner surface of the assembly unit 2, a stopper 20 extending inwardly projects from the opposing surface of the assembly unit 2, that is, the inner surface central portion of the assembly unit 2 and near the joint portion. This stopper 20 is installed on the work object so that the assembly unit 2 does not sink more than a certain amount, and an appropriate gap, that is, a water-stop packing 12 is fitted between the front wall of the fitting recess 10 and the work object. It is installed on the upper surface of the footing so that a gap portion can be formed. The assembly unit 2 can be fixed to the work object by means other than the stopper 20 described above.

次に、上記の仮締切作業函の設置方法を図4〜図8に基づいて説明する。この仮締切作業函1を設置する作業対象物としては水中に構築された橋脚21であり、フーチング22が平面円形のものである。   Next, the installation method of said temporary deadline work box is demonstrated based on FIGS. The work object on which the temporary closing work box 1 is installed is the pier 21 constructed underwater, and the footing 22 is a plane circle.

はじめに、陸上において複数の中空ユニット5と下部ユニット6とを上下で接合した二機の組立ユニット2を組み立て形成する。そして、これらの組立ユニット2を一機ずつ台船23に載せて現場に運搬する。   First, two assembly units 2 in which a plurality of hollow units 5 and a lower unit 6 are joined together on the land are assembled and formed. Then, these assembly units 2 are carried on the carriage 23 one by one and transported to the site.

次に、この組立ユニット2をクレーン24で吊り上げて台船23から水中25に降ろして浮かせた後、凹部側を向かい合わせて橋脚21を挟むようにする。そして、組立ユニットの突出部4同士を突き合わせて接合ボルト8で接合すると、図4に示すような、上部が開放された平面方形(または矩形)の仮締切作業函1が橋脚21を囲むように形成され、その接合部が止水用のパッキン7で止水される。   Next, the assembly unit 2 is lifted by the crane 24, lowered from the carriage 23 into the water 25 and floated, and then the pier 21 is sandwiched with the concave portions facing each other. Then, when the projecting portions 4 of the assembly unit are brought into contact with each other and joined with the joining bolt 8, as shown in FIG. 4, the planar rectangular (or rectangular) temporary closing work box 1 having an open upper portion surrounds the pier 21. The joint is formed and water is stopped by a water-stop packing 7.

次に、各組立ユニット2におけるフロートタンクに注排水口からバラスト水を注入して仮締切作業函1を沈下させる。この仮締切作業函1を沈下させると、図5に示すように、各組立ユニット2の内面に突設したストッパー20がフーチング22の上面に設置されて、底部9の嵌合凹部10とフーチング22との間の全周にわたって間隙部26が形成され、ここに止水パッキン12が嵌合されるようになる。この間隙部26の間隔は全周にわたって均等になるように、橋脚21との間に架設した切梁27によって調整される。   Next, ballast water is poured into the float tank in each assembly unit 2 from the drainage port, and the temporary closing work box 1 is lowered. When the temporary closing work box 1 is lowered, as shown in FIG. 5, a stopper 20 projecting from the inner surface of each assembly unit 2 is installed on the upper surface of the footing 22, and the fitting recess 10 and the footing 22 on the bottom portion 9. A gap portion 26 is formed over the entire circumference between which the waterstop packing 12 is fitted. The interval between the gap portions 26 is adjusted by a cut beam 27 installed between the bridge piers 21 so as to be uniform over the entire circumference.

次に、図6に示すように、潜水士によって押さえ板16を取り外すと、止水パッキン12の折曲片14が反発力によって上側に回転して、その一部がフーチング22の側面に当接されて間隙部26が塞がれる。   Next, as shown in FIG. 6, when the pressing plate 16 is removed by a diver, the bent piece 14 of the water-stopping packing 12 rotates upward due to the repulsive force, and a part thereof abuts against the side surface of the footing 22. As a result, the gap 26 is closed.

次に、図7に示すように、台船23上のクレーン24および潜水士によって、仮締切作業函1と橋脚21との間にわたって切梁27を架設するとともに、浮き上がり防止装置28を設置して仮締切作業函1を固定する。   Next, as shown in FIG. 7, a crane 24 and a diver on the carriage 23 construct a cut beam 27 between the temporary closing work box 1 and the pier 21, and install a lift prevention device 28. The temporary deadline work box 1 is fixed.

次に、図8に示すように、仮締切作業函1の内側の水29を排水してドライな作業空間30を形成すると、フーチング22と前面壁11との間隙部26に嵌合された止水パッキン12に下側から水圧が作用して、折曲片14を逆U字形に変形させてフーチング22に押し付けるため間隙部26が塞がれて止水される。また折曲片14を他より肉厚にしたため、間隙部26から抜け出るのを防ぐことができる。   Next, as shown in FIG. 8, when the water 29 inside the temporary closing work box 1 is drained to form a dry work space 30, the stop fitted in the gap 26 between the footing 22 and the front wall 11 is stopped. Water pressure acts on the water packing 12 from the lower side to deform the bent piece 14 into an inverted U shape and press it against the footing 22, so that the gap 26 is closed and the water is stopped. Further, since the bent piece 14 is made thicker than the others, it can be prevented from coming out of the gap portion 26.

(1)は仮締切作業函の断面図、(2)は同正面図である。(1) is a sectional view of a temporary closing work box, and (2) is a front view thereof. (1)は仮締切作業函の要部の断面図、(2)および(3)は止水パッキンの平面図である。(1) is sectional drawing of the principal part of a temporary closing work box, (2) and (3) are top views of a water stop packing. 底部および止水パッキンの断面図である。It is sectional drawing of a bottom part and a water stop packing. (1)は仮締切作業函を橋脚に設置する平面図、(2)は同正面図である。(1) is a plan view of installing a temporary closing work box on a pier, and (2) is a front view of the same. 仮締切作業函を橋脚に設置した要部の断面図である。It is sectional drawing of the principal part which installed the temporary deadline work box in the pier. 止水パッキンを間隙部に嵌合した断面図である。It is sectional drawing which fitted the water stop packing to the gap | interval part. 仮締切作業函を橋脚に固定した平面図である。It is the top view which fixed the temporary closing work box to the bridge pier. (1)は仮締切作業函の内部の水を排水した断面図、(2)は同要部の断面図である。(1) is sectional drawing which drained the water inside a temporary closing work box, (2) is sectional drawing of the principal part. (1)は従来の仮締切作業函の縦方向の断面図、(2)は同横方向の断面図、(3)は止水チューブの断面図である。(1) is a longitudinal sectional view of a conventional temporary closing work box, (2) is a sectional view in the lateral direction, and (3) is a sectional view of a water stop tube.

符号の説明Explanation of symbols

1、33 仮締切作業函
2 組立ユニット
3 背面部
4 突出部
5 中空ユニット
6 下部ユニット
7 パッキン
8 接合ボルト
9 底部
10 嵌合凹部
11 前面壁
12 止水パッキン
12a 軟質材
12b 板体
13 取付用アングル
15 折曲片
16 折曲部
17 固定片
18 鍔片
19 収納部
20 ストッパー
21、32 橋脚
22 フーチング
23 台船
24 クレーン
25 水中
26 間隙部
27 切梁
28 浮き上がり防止装置
29 仮締切作業函の内側の水
30、34 作業空間
35 止水チューブ
DESCRIPTION OF SYMBOLS 1, 33 Temporary cut-off work box 2 Assembly unit 3 Back surface part 4 Protrusion part 5 Hollow unit 6 Lower unit 7 Packing 8 Joint bolt 9 Bottom part 10 Fitting recessed part 11 Front wall 12 Water stop packing 12a Soft material 12b Plate body 13 Mounting angle 15 Bending piece 16 Bending portion 17 Fixed piece 18 Fence piece 19 Storage portion 20 Stopper 21, 32 Bridge pier 22 Footing 23 Base boat 24 Crane 25 Underwater 26 Gap portion 27 Cross beam 28 Lifting prevention device 29 Inside the temporary closing work box Water 30, 34 Work space 35 Water stop tube

Claims (4)

一対の組立ユニットが向かい合った状態で接合されて平面環状に形成された仮締切作業函において、前記組立ユニットの底部には嵌合凹部が形成され、該嵌合凹部の前面壁には板状の止水パッキンが設置され、該止水パッキンが折曲部を上側に位置させて下側に折り曲げられ、該折り曲げられた折曲片が底部からの押さえ板で押さえ付けられたことを特徴とする仮締切作業函。   In the temporary closing work box formed by joining a pair of assembly units facing each other to form a flat ring shape, a fitting recess is formed at the bottom of the assembly unit, and a plate-like wall is formed on the front wall of the fitting recess. A water-stopping packing is installed, the water-stopping packing is bent downward with the bent portion positioned on the upper side, and the bent piece is pressed by a pressing plate from the bottom. Temporary deadline work box. 折曲片が他の部分よりも肉厚に形成されたことを特徴とする請求項lに記載の仮締切作業函。   The temporary closing operation box according to claim 1, wherein the bent piece is formed to be thicker than other portions. 組立ユニットの内面下部にはストッパーが突設され、該ストッパーは仮締切作業函が作業対象物との間に適宜間隙部をもつように所定高さに設置するものであることを特徴とする請求項1または2に記載の仮締切作業函。   A stopper is projected from the lower part of the inner surface of the assembly unit, and the stopper is installed at a predetermined height so that the temporary cutoff work box has an appropriate gap between the work unit and the work object. Item 3. A temporary deadline work box according to item 1 or 2. 請求項1〜3のいずれかの仮締切作業函で水中の作業対象物を囲むとともに、仮締切作業函を沈下させて、嵌合凹部の前面壁と作業対象物との間に適宜間隙部をもつように固定した後、押さえ板を取り外して折曲片の反発力によってその一部を作業対象物の側面に当接させて前記間隙部を塞いだ後、仮締切作業函の内側の水を排水して止水パッキンの下側から水圧を作用させることを特徴とする仮締切作業函の設置方法。   An underwater work object is surrounded by the temporary deadline work box according to any one of claims 1 to 3, and the temporary deadline work box is sunk to appropriately place a gap between the front wall of the fitting recess and the work object. After fixing the holding plate, remove the holding plate and bring the part into contact with the side of the work object by the repulsive force of the bent piece to close the gap, and then drain the water inside the temporary closing work box. A method for installing a temporary closing work box characterized by draining water pressure from below the water-stopping packing.
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