JP2016079591A - Work caisson and cut-off method for the same - Google Patents

Work caisson and cut-off method for the same Download PDF

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JP2016079591A
JP2016079591A JP2014209311A JP2014209311A JP2016079591A JP 2016079591 A JP2016079591 A JP 2016079591A JP 2014209311 A JP2014209311 A JP 2014209311A JP 2014209311 A JP2014209311 A JP 2014209311A JP 2016079591 A JP2016079591 A JP 2016079591A
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water
packing
inclined surface
work
work box
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JP6400424B2 (en
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三浦 成久
Narihisa Miura
成久 三浦
山下 徹
Toru Yamashita
徹 山下
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Penta Ocean Construction Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To easily cut off a work caisson when forming a work space by enclosing a part of a structure with the work caisson.SOLUTION: A work caisson 30, which surrounds a part of a structure (weir column 2) to form a work space, includes a first inclined surface 32 that is inclined to get closer to the structure when getting closer to the work space at a vertically extended end attached to the structure, and first wedge-shaped cut-off packing 10.SELECTED DRAWING: Figure 8

Description

本発明は、作業函及び作業函の止水方法に関する。   The present invention relates to a work box and a water stop method for the work box.

水中で既設の構造物に対して補修や補強などを実施するための技術の一例として、特許文献1には、構造物の全周を作業函で仮締切することによって、構造物の周囲に乾燥した作業空間を形成することが記載されている。   As an example of a technique for repairing or reinforcing an existing structure in water, Patent Document 1 discloses that the entire periphery of the structure is temporarily cut off with a work box to dry around the structure. Forming a working space.

特開2008−175059号公報JP 2008-175059 A

ところが、構造物の全周を仮締切することができない場合がある。このような構造物の一例として、水門の堰柱の場合について説明する。図1は、水門9の平面図であり、図2は、図1の矢視Iにおける側面図である。水底には、フーチングコンクリート1が設けられており、その上に堰柱2が定められた間隔で形成されている。堰柱2には、隣り合う堰柱2と堰柱2の間に設けられた門扉3を上下方向に滑動させて開閉させる開閉機構4が設けられている。この構造の場合、水門9の供用中は、堰柱2の全周を取り囲む作業函(図1の破線参照)は設置することができない。そこで、図3に示すように、側面に開口部5を有する作業函6を作製し、開口部5に堰柱2が収容されるように台船7で作業函6を移動させ、堰柱2の周囲を部分的に仮締切することが考えられる。この場合、開口部5の端部が堰柱2に接触して堰柱2が損傷することを防ぐために、開口部5の幅を堰柱2の幅よりも広くすることが必要であるが、開口部5の端部と堰柱2との隙間の止水が困難になるという問題がある。
そこで、本発明は、構造物の一部を作業函で取り囲んで作業空間を形成する場合に容易に止水することのできる技術を提供する。
However, there are cases where the entire circumference of the structure cannot be temporarily closed. As an example of such a structure, a case of a sluice weir pillar will be described. FIG. 1 is a plan view of the sluice 9, and FIG. 2 is a side view in the direction of arrow I in FIG. 1. Footing concrete 1 is provided on the bottom of the water, and weir pillars 2 are formed on the bottom at predetermined intervals. The dam pillar 2 is provided with an opening / closing mechanism 4 that slides the gate 3 provided between the dam pillars 2 adjacent to each other and slides in the vertical direction. In the case of this structure, a work box (see the broken line in FIG. 1) surrounding the entire circumference of the weir column 2 cannot be installed while the sluice 9 is in service. Therefore, as shown in FIG. 3, a work box 6 having an opening 5 on the side surface is manufactured, and the work box 6 is moved by the carriage 7 so that the weir column 2 is accommodated in the opening 5. It is conceivable to partially cut the periphery of the area. In this case, in order to prevent the end of the opening 5 from contacting the dam pillar 2 and damaging the dam pillar 2, it is necessary to make the width of the opening 5 wider than the width of the dam pillar 2, There is a problem that it is difficult to stop water in the gap between the end of the opening 5 and the weir column 2.
Therefore, the present invention provides a technique capable of easily stopping water when a work space is formed by surrounding a part of a structure with a work box.

本発明は、構造物の一部を取り囲んで作業空間を形成する作業函において、前記構造物に取り付く上下方向に延びる端部において前記作業空間に近くなるほど前記構造物に近づくように傾斜した第1傾斜面と、楔形の第1止水パッキンとを備えることを特徴とする作業函を提供する。
上記の構成において、前記第1止水パッキンにおいて前記構造物に接する側に発泡ゴムが設けられていてもよい。
上記の構成において、前記第1止水パッキンには、前記作業空間に近くなるほど水底に近づくように傾斜した第2傾斜面が設けられており、前記第2傾斜面に接する上面と水底に接する底面とを有する楔形の第2止水パッキンを備えていてもよい。
上記の構成において、前記第1止水パッキンと前記第2止水パッキンの少なくとも一方は略凹字状の断面形状であってもよい。
上記の構成において、前記構造物に取り付く上下方向に延びる端部において水底に近づくほど前記作業空間から遠ざかるように傾斜した第3傾斜面を有していてもよい。
また、本発明は、上記のいずれの作業函の止水方法であって、前記第1止水パッキンを前記第1傾斜面に沿って前記作業空間に近づく方向に移動させ、前記作業空間からの排水を行って前記第1止水パッキンに水平方向に加わる水圧を作用させて止水を行うことを特徴とする作業函の止水方法を提供する。
According to the present invention, in a work box that surrounds a part of a structure to form a work space, a first inclined portion that approaches the structure as it approaches the work space at an end portion extending in a vertical direction attached to the structure. Provided is a work box comprising an inclined surface and a wedge-shaped first water stop packing.
Said structure WHEREIN: Foam rubber may be provided in the side which touches the said structure in a said 1st water stop packing.
In the above configuration, the first water-stopping packing is provided with a second inclined surface that is inclined so as to approach the bottom of the water as the working space is approached, and an upper surface that contacts the second inclined surface and a bottom surface that contacts the water bottom. And a wedge-shaped second water-stopping packing.
In the above configuration, at least one of the first water stop packing and the second water stop packing may have a substantially concave cross-sectional shape.
Said structure WHEREIN: You may have the 3rd inclined surface inclined so that it might distance from the said work space, so that the water bottom was approached in the edge part extended in the up-down direction attached to the said structure.
In addition, the present invention is any of the above-described water stop methods for a work box, wherein the first water stop packing is moved along the first inclined surface in a direction approaching the work space, There is provided a water stopping method for a work box characterized in that water is discharged by draining water pressure applied to the first water stopping packing in the horizontal direction.

本発明によれば、構造物の一部を作業函で取り囲んで作業空間を形成する場合に容易に止水することができる。   According to the present invention, water can be easily stopped when a work space is formed by surrounding a part of a structure with a work box.

水門の平面図。The top view of a sluice. 図1の矢視Iにおける側面図。The side view in the arrow I of FIG. 側面に開口部5を有する作業函6を示す図。The figure which shows the work box 6 which has the opening part 5 in a side surface. 作業函30による仮締切が完了した状態を示す平面図。The top view which shows the state which the temporary deadline by the work box 30 was completed. 作業函30を示す図。The figure which shows the work box 30. FIG. 第1止水パッキン10を示す図。The figure which shows the 1st water stop packing. 第2止水パッキン20を示す図。The figure which shows the 2nd water stop packing. 第1止水パッキン10が設置される様子を示す図。The figure which shows a mode that the 1st water stop packing 10 is installed. 第2止水パッキン20が設置される様子を示す図。The figure which shows a mode that the 2nd water stop packing 20 is installed. 作業函40の堰柱2に取り付く上下方向に延びる端部を示す図。The figure which shows the edge part extended in the up-down direction attached to the dam pillar 2 of the work box 40. FIG. 第2止水パッキン50を示す図。The figure which shows the 2nd water stop packing 50. FIG. 第2止水パッキン50が設置される様子を示す図。The figure which shows a mode that the 2nd water stop packing 50 is installed.

<第1実施形態>
本発明を実施するための形態の一例について説明する。本実施形態において補修や補強の対象として想定する構造物は、前述した水門9の堰柱2である(図1、図2参照)。
図4は、作業函30による仮締切が完了した状態を示す平面図である。以下の説明では、同図に示した矢印IIの方向を正面とする。図5は、作業函30を示す図であり、(a)が平面図、(b)が正面図、(c)が右側面図、(d)が背面図である。
<First Embodiment>
An example for carrying out the present invention will be described. The structure assumed as a target for repair or reinforcement in the present embodiment is the dam pillar 2 of the sluice 9 described above (see FIGS. 1 and 2).
FIG. 4 is a plan view showing a state where the temporary closing by the work box 30 is completed. In the following description, the direction of arrow II shown in FIG. 5A and 5B are diagrams showing the work box 30, wherein FIG. 5A is a plan view, FIG. 5B is a front view, FIG. 5C is a right side view, and FIG.

作業函30は、堰柱2の一部を取り囲んで作業空間を形成するための構造体である。以下の説明では、作業函30の外側の空間を外部空間という。作業函30は、平面視において、矩形の一辺の中央部を切り欠いた形状となっており、この切り欠かれた部分(以下、開口部31という。)に堰柱2が収容される。作業函30は、堰柱2に取り付く上下方向に延びる端部において作業空間に近くなるほど堰柱2に近づくように傾斜した第1傾斜面32を備える。つまり、第1傾斜面32の作業空間側の端部と堰柱2との距離は、第1傾斜面32の外部空間側の端部と堰柱2との距離よりも小さい。また、第1傾斜面32と堰柱2との接触が避けられるように、開口部31の幅は堰柱2の幅よりも広くなっている。   The work box 30 is a structure for enclosing a part of the dam pillar 2 and forming a work space. In the following description, the space outside the work box 30 is referred to as an external space. The work box 30 has a shape in which a central portion of one side of the rectangle is cut out in a plan view, and the dam pillar 2 is accommodated in the cut-out portion (hereinafter referred to as an opening 31). The work box 30 includes a first inclined surface 32 that is inclined so as to approach the dam pillar 2 as it approaches the work space at an end portion extending in the vertical direction attached to the dam pillar 2. That is, the distance between the end portion on the work space side of the first inclined surface 32 and the weir column 2 is smaller than the distance between the end portion on the outer space side of the first inclined surface 32 and the weir column 2. In addition, the width of the opening 31 is wider than the width of the dam pillar 2 so that contact between the first inclined surface 32 and the dam pillar 2 can be avoided.

作業函30は、中空構造であり、その内部空間の注水・排水を行うための注排水口が設けられている(図示省略)。中空構造の内部空間が排水されると作業函30は水に浮き、内部空間に注水されると作業函30は水中に沈む。第1傾斜面32と堰柱2との隙間は、第1止水パッキン10及び第2止水パッキン20により止水される。   The work box 30 has a hollow structure and is provided with a water inlet / outlet for water injection / drainage in the internal space (not shown). When the internal space of the hollow structure is drained, the work box 30 floats on water, and when the water is poured into the internal space, the work box 30 sinks in water. The gap between the first inclined surface 32 and the weir column 2 is stopped by the first water-stop packing 10 and the second water-stop packing 20.

図6は、第1止水パッキン10を示す図であり、(a)が平面図、(c)が正面図、(b)が左側面図、(d)が右側面図、(e)が背面図、(f)が底面図である。同図は、図4に示す右側の第1止水パッキン10を示す。左側の第1止水パッキン10は、開口部31の中央を対称軸として右側の第1止水パッキン10を左右反転した構成となっている。図6(a)、(f)に示すとおり、第1止水パッキン10は、概ね楔形に形成されている。この楔の角度は、堰柱2と作業函30の第1傾斜面32とのなす角度にほぼ等しい。図6において、第1止水パッキン10の左側面11が堰柱2に接し、右側面16が第1傾斜面32に接する。第1止水パッキン10の堰柱2に接する側(左側面11)には発泡ゴム11aが設けられている。   FIGS. 6A and 6B are views showing the first water-stop packing 10, wherein FIG. 6A is a plan view, FIG. 6C is a front view, FIG. 6B is a left side view, FIG. 6D is a right side view, and FIG. A rear view and (f) are bottom views. The figure shows the first water stop packing 10 on the right side shown in FIG. The left first water-stopping packing 10 has a configuration in which the right side first water-stopping packing 10 is horizontally reversed with the center of the opening 31 as the axis of symmetry. As shown to Fig.6 (a), (f), the 1st water stop packing 10 is formed in the wedge shape substantially. The angle of the wedge is substantially equal to the angle formed between the weir column 2 and the first inclined surface 32 of the work box 30. In FIG. 6, the left side surface 11 of the first water blocking packing 10 is in contact with the dam pillar 2, and the right side surface 16 is in contact with the first inclined surface 32. Foam rubber 11a is provided on the side (left side surface 11) in contact with the weir column 2 of the first water-stop packing 10.

第1止水パッキン10の下端には、作業空間に近くなるほど水底に近づくように傾斜した第2傾斜面12が設けられている。つまり、第2傾斜面12の作業空間側の端部と水底との距離は、第2傾斜面12の外部空間側の端部と水底との距離よりも小さい。図6(a)、(e)、(f)に示すとおり、第1止水パッキン10の背面13には上下方向に延びる凹部14が形成されており、平面視において略凹字状の断面形状となっている。   A second inclined surface 12 is provided at the lower end of the first water-stopping packing 10 so as to be closer to the water bottom as the working space is closer. That is, the distance between the end of the second inclined surface 12 on the working space side and the water bottom is smaller than the distance between the end of the second inclined surface 12 on the outer space side and the water bottom. As shown in FIGS. 6A, 6 </ b> E, and 6 </ b> F, a concave portion 14 extending in the vertical direction is formed on the back surface 13 of the first water blocking packing 10, and has a substantially concave cross-sectional shape in plan view. It has become.

図7は、第2止水パッキン20を示す図であり、(a)が平面図、(c)が正面図、(b)が左側面図、(d)が右側面図、(e)が背面図、(f)が底面図である。同図は、図4に示す右側の第2止水パッキン20を示す。左側の第2止水パッキン20は、開口部31の中央を対称軸として右側の第2止水パッキン20を左右反転した構成となっている。図7(a)、(f)に示すとおり、第2止水パッキン20は、平面視において概ね楔形に形成されている。この楔の角度は、堰柱2と作業函30の第1傾斜面32とのなす角度にほぼ等しい。図7において、第2止水パッキン20の左側面21が堰柱2に接し、右側面26が第1傾斜面32に接する。   FIG. 7 is a view showing the second water blocking packing 20, (a) is a plan view, (c) is a front view, (b) is a left side view, (d) is a right side view, and (e) is a side view. A rear view and (f) are bottom views. The figure shows the second water stop packing 20 on the right side shown in FIG. The second water stop packing 20 on the left side has a configuration in which the second water stop packing 20 on the right side is reversed left and right with the center of the opening 31 as the axis of symmetry. As shown in FIGS. 7A and 7F, the second water blocking packing 20 is formed in a substantially wedge shape in plan view. The angle of the wedge is substantially equal to the angle formed between the weir column 2 and the first inclined surface 32 of the work box 30. In FIG. 7, the left side surface 21 of the second water blocking packing 20 is in contact with the weir pillar 2, and the right side surface 26 is in contact with the first inclined surface 32.

図7(b)、(d)に示すとおり、第2止水パッキン20は、側面視においても概ね楔形に形成されている。この楔の角度は、水底と第1止水パッキン10の第2傾斜面12とのなす角度にほぼ等しい。図7において、第2止水パッキン20の底面22が水底に接し、上面27が第2傾斜面12に接する。図7(b)、(c)、(d)、(e)に示すとおり、第2止水パッキン20の背面23には左右方向に延びる凹部24が形成されており、側面視において略凹字状の断面形状となっている。   As shown in FIGS. 7B and 7D, the second water blocking packing 20 is generally formed in a wedge shape in a side view. The angle of the wedge is substantially equal to the angle formed between the bottom of the water and the second inclined surface 12 of the first water blocking packing 10. In FIG. 7, the bottom surface 22 of the second water blocking packing 20 is in contact with the water bottom, and the upper surface 27 is in contact with the second inclined surface 12. As shown in FIGS. 7B, 7 </ b> C, 7 </ b> D, and 7 </ b> E, the back surface 23 of the second water-stopping packing 20 is formed with a recessed portion 24 extending in the left-right direction. It has a cross-sectional shape.

図8は、第1止水パッキン10が設置される様子を示す図であり、(a)は第1止水パッキン10の設置前の状態を示し、(b)は設置後の状態を示す。第1止水パッキン10の正面15には、例えばアイボルトなどの金具(図示省略)が設けられ、この金具にロープの一端がつながれ、水底に固定されたチェーンブロックによって潜水士がロープを引っ張ることによって第1止水パッキン10を第1傾斜面32に沿って作業空間に近づく方向に移動させる。こうして、図8(b)に示すように堰柱2と第1傾斜面32との間に第1止水パッキン10が引き込まれる。   FIG. 8 is a diagram illustrating a state in which the first water blocking packing 10 is installed. FIG. 8A illustrates a state before the first water blocking packing 10 is installed, and FIG. 8B illustrates a state after the installation. The front surface 15 of the first water-stop packing 10 is provided with a metal fitting (not shown) such as an eyebolt, and one end of the rope is connected to this metal fitting, and a diver pulls the rope with a chain block fixed to the water bottom. The first water blocking packing 10 is moved along the first inclined surface 32 in a direction approaching the work space. Thus, as shown in FIG. 8B, the first water blocking packing 10 is drawn between the dam pillar 2 and the first inclined surface 32.

図9は、第2止水パッキン20が設置される様子を示す図であり、(a)は第2止水パッキン20の設置前の状態を示し、(b)は設置後の状態を示す。図9(a)に示すように、第1止水パッキン10は、第2傾斜面12と水底との間に第2止水パッキン20を嵌め込むための空間が確保されるように、第2傾斜面12を水底から離した状態で設置される。   FIG. 9 is a diagram illustrating a state in which the second water blocking packing 20 is installed. FIG. 9A illustrates a state before the second water blocking packing 20 is installed, and FIG. 9B illustrates a state after the installation. As shown in FIG. 9 (a), the first water-stop packing 10 has a second seal so that a space for fitting the second water-stop packing 20 is secured between the second inclined surface 12 and the water bottom. It installs in the state which separated the inclined surface 12 from the water bottom.

第2止水パッキン20の正面25には、例えばアイボルトなどの金具(図示省略)が設けられ、この金具にロープの一端がつながれ、水底に固定されたチェーンブロックによって潜水士がロープを引っ張ることによって第2止水パッキン20を水底に沿って作業空間に近づく方向に移動させる。こうして、図9(b)に示すように水底と第2傾斜面12との間に第2止水パッキン20が引き込まれる。   A metal fitting (not shown) such as an eyebolt is provided on the front surface 25 of the second water stop packing 20, and one end of the rope is connected to this metal fitting, and a diver pulls the rope with a chain block fixed to the water bottom. The 2nd water stop packing 20 is moved in the direction which approaches a work space along a water bottom. Thus, as shown in FIG. 9B, the second water blocking packing 20 is drawn between the water bottom and the second inclined surface 12.

第1止水パッキン10及び第2止水パッキン20が設置されたならば、作業空間側の水をポンプで排水する。排水が完了すると、図8(b)、図9(b)の矢印で示すように、第1止水パッキン10の背面13及び第2止水パッキン20の背面23に水圧が作用する。第1止水パッキン10の背面13に水平方向に水圧が作用することにより、堰柱2と第1傾斜面32との隙間に第1止水パッキン10が押し込まれる。また、第1止水パッキン10の背面13には上下方向に延びる凹部14が形成されているから、第1止水パッキン10を堰柱2と第1傾斜面32に押し付ける方向にも水圧が作用する。また、第1止水パッキン10の堰柱2に接する側では、堰柱2の表面の凹凸に応じて発泡ゴム11aが変形するから、堰柱2の表面に不陸がある場合でも第1止水パッキン10が堰柱2に密着する。一方、第2止水パッキン20の背面23においては、水平方向に水圧が作用することにより、水底と第2傾斜面12との間に第2止水パッキン20が押し込まれる。また、凹部24においては、第2止水パッキン20を水底と第2傾斜面12に押し付ける方向に水圧が作用する。このようにして、堰柱2と作業函30との隙間が確実に止水される。   If the 1st water stop packing 10 and the 2nd water stop packing 20 are installed, the water by the side of work space will be drained with a pump. When the drainage is completed, the water pressure acts on the back surface 13 of the first water-stopping packing 10 and the back surface 23 of the second water-stopping packing 20 as shown by the arrows in FIGS. When the water pressure acts on the back surface 13 of the first water blocking packing 10 in the horizontal direction, the first water blocking packing 10 is pushed into the gap between the weir column 2 and the first inclined surface 32. Moreover, since the recessed part 14 extended in an up-down direction is formed in the back surface 13 of the 1st water stop packing 10, water pressure acts also in the direction which presses the 1st water stop packing 10 against the dam pillar 2 and the 1st inclined surface 32. To do. Moreover, since the foamed rubber 11a is deformed according to the irregularities on the surface of the weir column 2 on the side of the first water-stop packing 10 that contacts the weir column 2, even if the surface of the weir column 2 is uneven, the first stop The water packing 10 is in close contact with the weir pillar 2. On the other hand, on the back surface 23 of the second water stop packing 20, the second water stop packing 20 is pushed in between the water bottom and the second inclined surface 12 due to the water pressure acting in the horizontal direction. In the recess 24, water pressure acts in a direction in which the second water blocking packing 20 is pressed against the water bottom and the second inclined surface 12. In this way, the gap between the weir column 2 and the work box 30 is reliably stopped.

なお、第1止水パッキン10の堰柱2に接する側が水底に接するように向きを変えて用いることで、第1止水パッキン10を第2止水パッキン20として流用することが可能である。   In addition, it is possible to divert the 1st water stop packing 10 as the 2nd water stop packing 20 by changing direction so that the side which touches the weir pillar 2 of the 1st water stop packing 10 may contact a water bottom.

<第2実施形態>
図10は、作業函40の堰柱2に取り付く上下方向に延びる端部を示す図であり、(a)が平面図、(d)が正面図、(c)が左側面図、(b)が背面図、(e)が底面図である。同図は、作業函40の右側の端部を示す。左側の端部は、開口部31の中央を対称軸として右側の端部を左右反転した構成となっている。作業函40は、第1実施形態と同様の第1傾斜面42に加えて、堰柱2に取り付く上下方向に延びる端部において水底に近づくほど作業空間から遠ざかるように傾斜した第3傾斜面43を有する。換言すると、第3傾斜面43は、水底に近づくほど堰柱2に近づくように傾斜している。そのため、堰柱2と第3傾斜面43との隙間は、水底に近づくほど狭くなっている。
Second Embodiment
FIGS. 10A and 10B are views showing an end portion extending in the vertical direction attached to the weir column 2 of the work box 40, wherein FIG. 10A is a plan view, FIG. 10D is a front view, FIG. 10C is a left side view, and FIG. Is a rear view, and (e) is a bottom view. The figure shows the right end of the work box 40. The left end has a configuration in which the right end is horizontally reversed with the center of the opening 31 as the axis of symmetry. In addition to the first inclined surface 42 similar to that of the first embodiment, the work box 40 has a third inclined surface 43 that is inclined so as to move away from the working space as it approaches the water bottom at the end portion extending in the vertical direction attached to the weir column 2. Have In other words, the third inclined surface 43 is inclined so as to approach the dam pillar 2 as it approaches the water bottom. Therefore, the gap between the weir column 2 and the third inclined surface 43 becomes narrower as it approaches the water bottom.

図11は、第2止水パッキン50を示す図であり、(a)が平面図、(c)が正面図、(b)が左側面図、(d)が右側面図、(e)が背面図、(f)が底面図である。同図は、右側の第2止水パッキン50を示す。左側の第2止水パッキン50は、開口部31の中央を対称軸として右側の第2止水パッキン50を左右反転した構成となっている。第2止水パッキン50は、概ね、第1止水パッキン10と同様の断面形状を有する部材を作業空間側に傾けた形状となっている。そのため、第2止水パッキン50は、水底に近づくほど作業空間から遠ざかるように傾斜している。図11において、第2止水パッキン50の左側面51が堰柱2に接し、右側面56が作業函40の第3傾斜面43に接する。第2止水パッキン50の底面52が水底に接し、上面57が第1止水パッキン10の第2傾斜面12に接する。第2止水パッキン50の堰柱2に接する側(左側面51)には発泡ゴム51aが設けられている。   11A and 11B are views showing the second water-stop packing 50, where FIG. 11A is a plan view, FIG. 11C is a front view, FIG. 11B is a left side view, FIG. 11D is a right side view, and FIG. A rear view and (f) are bottom views. The figure shows the second water stop packing 50 on the right side. The left second water-stopping packing 50 has a configuration in which the right side second water-stopping packing 50 is horizontally reversed with the center of the opening 31 as the axis of symmetry. The second water-stopping packing 50 has a shape in which a member having a cross-sectional shape similar to that of the first water-stopping packing 10 is inclined to the working space side. Therefore, the 2nd water stop packing 50 inclines so that it may move away from work space, so that a water bottom is approached. In FIG. 11, the left side surface 51 of the second water blocking packing 50 is in contact with the weir column 2, and the right side surface 56 is in contact with the third inclined surface 43 of the work box 40. The bottom surface 52 of the second water blocking packing 50 is in contact with the water bottom, and the upper surface 57 is in contact with the second inclined surface 12 of the first water blocking packing 10. Foam rubber 51a is provided on the side (left side surface 51) in contact with the weir column 2 of the second water blocking packing 50.

図12は、第2止水パッキン50が設置される様子を示す図であり、(a)は第2止水パッキン50の設置前の状態を示し、(b)は設置後の状態を示す。図9(a)に示すように、第1止水パッキン10は、第2傾斜面12と水底との間に第2止水パッキン50を嵌め込むための空間が確保されるように、第2傾斜面12を水底から離した状態で設置される。   FIG. 12 is a diagram illustrating a state in which the second water blocking packing 50 is installed. FIG. 12A illustrates a state before the second water blocking packing 50 is installed, and FIG. 12B illustrates a state after the installation. As shown in FIG. 9 (a), the first water-stopping packing 10 has a second space so that a space for fitting the second water-stopping packing 50 is secured between the second inclined surface 12 and the water bottom. It installs in the state which separated the inclined surface 12 from the water bottom.

第2止水パッキン50の正面55には、例えばアイボルトなどの金具(図示省略)が設けられ、この金具にロープの一端がつながれ、水底に固定されたチェーンブロックによって潜水士がロープを引っ張ることによって第2止水パッキン50を水底に沿って作業空間に近づく方向に移動させる。こうして、図12(b)に示すように水底と第2傾斜面12との間に第2止水パッキン50が引き込まれる。   A metal fitting (not shown) such as an eyebolt is provided on the front surface 55 of the second water stop packing 50, and one end of the rope is connected to the metal fitting, and a diver pulls the rope with a chain block fixed to the water bottom. The 2nd water stop packing 50 is moved in the direction which approaches a work space along a water bottom. Thus, as shown in FIG. 12B, the second water blocking packing 50 is drawn between the water bottom and the second inclined surface 12.

第1止水パッキン10及び第2止水パッキン50が設置されたならば、作業空間側の水をポンプで排水する。排水が完了すると、図12(b)の矢印で示すように、第1止水パッキン10の背面13及び第2止水パッキン50の背面53に水圧が作用する。第1止水パッキン10の背面13に水平方向に水圧が作用することにより、堰柱2と第1傾斜面42との隙間に第1止水パッキン10が押し込まれる。また、第1止水パッキン10の背面13には上下方向に延びる凹部14が形成されているから、第1止水パッキン10を堰柱2と第1傾斜面42に押し付ける方向にも水圧が作用する。また、第1止水パッキン10の堰柱2に接する側では、堰柱2の表面の凹凸に応じて発泡ゴム11aが変形するから、堰柱2の表面に不陸がある場合でも第1止水パッキン10が堰柱2に密着する。一方、第2止水パッキン50の背面53は、水底に近づくほど作業空間から遠ざかるように傾斜しているため、背面53に斜め下向きに作用する水圧によって、堰柱2と第3傾斜面43との隙間に第2止水パッキン50が押し込まれるとともに、第2止水パッキン50が水底と第2傾斜面12に押し付けられる。また、第2止水パッキン50の背面53には上下方向に延びる凹部54が形成されているから、第2止水パッキン50を堰柱2と第3傾斜面43に押し付ける方向にも水圧が作用する。このようにして、堰柱2と作業函40との隙間が確実に止水される。   If the 1st water stop packing 10 and the 2nd water stop packing 50 are installed, the water by the side of work space will be drained with a pump. When drainage is completed, water pressure acts on the back surface 13 of the first water-stopping packing 10 and the back surface 53 of the second water-stopping packing 50 as indicated by the arrows in FIG. When the water pressure acts on the back surface 13 of the first water blocking packing 10 in the horizontal direction, the first water blocking packing 10 is pushed into the gap between the weir column 2 and the first inclined surface 42. Moreover, since the recessed part 14 extended in an up-down direction is formed in the back surface 13 of the 1st water stop packing 10, water pressure acts also in the direction which presses the 1st water stop packing 10 against the dam pillar 2 and the 1st inclined surface 42. To do. Moreover, since the foamed rubber 11a is deformed according to the irregularities on the surface of the weir column 2 on the side of the first water-stop packing 10 in contact with the weir column 2, even if the surface of the weir column 2 is uneven, the first stop The water packing 10 is in close contact with the weir pillar 2. On the other hand, since the back surface 53 of the second water-stopping packing 50 is inclined so as to move away from the work space as it approaches the bottom of the water, the weir column 2, the third inclined surface 43, The second water blocking packing 50 is pushed into the gap, and the second water blocking packing 50 is pressed against the water bottom and the second inclined surface 12. Moreover, since the recessed part 54 extended in an up-down direction is formed in the back surface 53 of the 2nd water stop packing 50, water pressure acts also in the direction which presses the 2nd water stop packing 50 against the dam pillar 2 and the 3rd inclined surface 43. To do. In this way, the gap between the weir column 2 and the work box 40 is reliably stopped.

<変形例>
上記の実施形態を以下のように変形してもよい。また、複数の変形例を組み合わせてもよい。
第1止水パッキン10に発泡ゴム11aが設けられていなくてもよい。
第2止水パッキン50に発泡ゴム51aが設けられていなくてもよい。
第1止水パッキン10に凹部14が設けられていなくてもよい。
第2止水パッキン20に凹部24が設けられていなくてもよい。
第2止水パッキン50に凹部54が設けられていなくてもよい。
第1止水パッキン10と第2止水パッキン50が一体に構成されていてもよい。例えば、第1止水パッキン10の第2傾斜面12と第2止水パッキン50の上面57が接着や溶着などにより接続されていてもよい。
<Modification>
The above embodiment may be modified as follows. A plurality of modified examples may be combined.
The first water-stop packing 10 may not be provided with the foam rubber 11a.
The second water-stopping packing 50 may not be provided with the foam rubber 51a.
The first waterstop packing 10 may not be provided with the recess 14.
The recessed part 24 does not need to be provided in the second waterstop packing 20.
The recessed part 54 does not need to be provided in the 2nd water stop packing 50. FIG.
The 1st water stop packing 10 and the 2nd water stop packing 50 may be comprised integrally. For example, the 2nd inclined surface 12 of the 1st water stop packing 10 and the upper surface 57 of the 2nd water stop packing 50 may be connected by adhesion, welding, etc.

1 フーチングコンクリート、2 堰柱、3 門扉、4 開閉機構、5 開口部、6 作業函、7 台船、10 第1止水パッキン、20 第2止水パッキン、30 作業函、40 作業函、50 第2止水パッキン 1 Footing concrete, 2 Weir pillar, 3 Gate door, 4 Opening / closing mechanism, 5 Opening, 6 Work box, 7 Cargo ship, 10 1st water stop packing, 20 2nd water stop packing, 30 Work box, 40 Work box, 50 2nd water seal

Claims (6)

構造物の一部を取り囲んで作業空間を形成する作業函において、
前記構造物に取り付く上下方向に延びる端部において前記作業空間に近くなるほど前記構造物に近づくように傾斜した第1傾斜面と、
楔形の第1止水パッキンと
を備えることを特徴とする作業函。
In a work box that surrounds a part of the structure and forms a work space,
A first inclined surface that is inclined so as to approach the structure closer to the work space at an end portion extending in a vertical direction attached to the structure;
A work box comprising a wedge-shaped first water-stop packing.
前記第1止水パッキンにおいて前記構造物に接する側に発泡ゴムが設けられている
ことを特徴とする請求項1に記載の作業函。
The work box according to claim 1, wherein foam rubber is provided on a side of the first water-stop packing that contacts the structure.
前記第1止水パッキンには、前記作業空間に近くなるほど水底に近づくように傾斜した第2傾斜面が設けられており、
前記第2傾斜面に接する上面と水底に接する底面とを有する楔形の第2止水パッキンを備える
ことを特徴とする請求項1又は2に記載の作業函。
The first water stop packing is provided with a second inclined surface that is inclined so as to approach the bottom of the water as it approaches the working space.
The work box according to claim 1, further comprising a wedge-shaped second water-stopping packing having a top surface in contact with the second inclined surface and a bottom surface in contact with the water bottom.
前記第1止水パッキンと前記第2止水パッキンの少なくとも一方は略凹字状の断面形状である
ことを特徴とする請求項1〜3のいずれか1項に記載の作業函。
The work box according to any one of claims 1 to 3, wherein at least one of the first water stop packing and the second water stop packing has a substantially concave cross-sectional shape.
前記構造物に取り付く上下方向に延びる端部において水底に近づくほど前記作業空間から遠ざかるように傾斜した第3傾斜面を有する
ことを特徴とする請求項1〜4のいずれか1項に記載の作業函。
The work according to any one of claims 1 to 4, further comprising a third inclined surface that is inclined so as to move away from the work space as it approaches the water bottom at an end portion extending in a vertical direction attached to the structure. Box.
請求項1〜5のいずれか1項に記載の作業函の止水方法であって、
前記第1止水パッキンを前記第1傾斜面に沿って前記作業空間に近づく方向に移動させ、
前記作業空間からの排水を行って前記第1止水パッキンに水平方向に加わる水圧を作用させて止水を行う
ことを特徴とする作業函の止水方法。
It is the water stop method of the work box of any one of Claims 1-5,
Moving the first water stop packing along the first inclined surface in a direction approaching the work space;
A water stop method for a work box, wherein drainage from the work space is performed and water pressure is applied to the first water stop packing in a horizontal direction to perform water stop.
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CN109137751A (en) * 2018-10-24 2019-01-04 中交第航务工程局有限公司 Based on pier dry method mounting process in the water for sitting bottom cofferdam water sealing structure
JP2021063433A (en) * 2021-01-22 2021-04-22 大成建設株式会社 Temporary cofferdam, and construction method of closed temporary cofferdam
JP2021063437A (en) * 2021-01-22 2021-04-22 大成建設株式会社 Water cut-off structure of box body constituting temporary cofferdam body and bottom plate, and water cut-off structure of box body constituting temporary cofferdam body and weir column

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JP2021063437A (en) * 2021-01-22 2021-04-22 大成建設株式会社 Water cut-off structure of box body constituting temporary cofferdam body and bottom plate, and water cut-off structure of box body constituting temporary cofferdam body and weir column

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