JP2014025280A - Method for constructing waterproof working space and waterproof working caisson - Google Patents

Method for constructing waterproof working space and waterproof working caisson Download PDF

Info

Publication number
JP2014025280A
JP2014025280A JP2012166907A JP2012166907A JP2014025280A JP 2014025280 A JP2014025280 A JP 2014025280A JP 2012166907 A JP2012166907 A JP 2012166907A JP 2012166907 A JP2012166907 A JP 2012166907A JP 2014025280 A JP2014025280 A JP 2014025280A
Authority
JP
Japan
Prior art keywords
box
water
circumferential direction
pile
water stop
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2012166907A
Other languages
Japanese (ja)
Other versions
JP6133559B2 (en
Inventor
Takashi Hanebuchi
貴士 羽渕
Akiyoshi Miyazawa
明良 宮沢
Takashi Uno
貴司 宇野
Daisuke Kiuchi
大介 木内
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toa Corp
Original Assignee
Toa Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toa Corp filed Critical Toa Corp
Priority to JP2012166907A priority Critical patent/JP6133559B2/en
Publication of JP2014025280A publication Critical patent/JP2014025280A/en
Application granted granted Critical
Publication of JP6133559B2 publication Critical patent/JP6133559B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method for constructing a waterproof working space and a waterproof working caisson capable of securing high sealing performance at a butting portion of a water shutoff material when constructing the waterproof working caisson through the water shutoff material which contacts a periphery of a pile-like body erected in water and configures a ring shape with both circumferential edges thereof butted.SOLUTION: Arc-like water shutoff materials 3A and 3B are installed at positions corresponding to a through-hole 2a on caisson segment bodies 2A and 2B with a predetermined protrusion distance from the caisson segment bodies 2A and 2B in a circumferential direction. The caisson segment bodies 2A and 2B are assembled so that the water shutoff materials 3A and 3B abut on a peripheral surface of a pile-like body 13. A caisson body 2 is constructed by abutting respective circumferential edges of the water shutoff materials 3A and 3B so as to surround a periphery of the pile-like body 13. The water shutoff materials 3A and 3B are pressed against the peripheral surface of the pile-like body 13 by inflating rubber tubes 4A and 4B which are extended along the peripheral surface of the water shutoff materials 3A and 3B with overlaps in the circumferential direction at butting portions JS of the water shutoff material 3A and 3B.

Description

本発明は、止水作業空間の構築方法および止水作業函に関し、さらに詳しくは、水中に立設する杭状体の外周面に当接するとともに、周方向端部どうしを突き合せて環状を形成する止水材を介して止水作業函を設置する際に、止水材の突き合わせ部での高いシール性能を確保できる止水作業空間の構築方法およびその止水作業函に関するものである。   The present invention relates to a method for constructing a water stop working space and a water stop work box. More specifically, the present invention abuts on the outer peripheral surface of a pile-like body standing in water and forms an annular shape by abutting circumferential end portions. The present invention relates to a method for constructing a water stop working space capable of ensuring high sealing performance at a butt portion of the water stop material when the water stop work box is installed through the water stop material and the water stop work box.

海や河川等の護岸を構成している矢板等の水際の壁状体や水中に立設する杭状体や構造物については、腐食劣化程度の調査や、腐食劣化が進行していれば補修、補強工事を行なう必要がある。従来、このような調査や補修工事を行なう際には、例えば、水際の壁状体の場合では、前面および上面を開口した函体を、函体の前面の前端部に設けたゴム等の弾性の止水材を水際の壁状体に当接させることにより所定位置に設置し、その後、この函体内部の水を外部に排出して函体内部に作業空間を形成するようにしていた。   Investigate the degree of corrosion deterioration and repair if the corrosion deterioration has progressed for the wall-like bodies such as sheet piles that make up seawalls, rivers, etc. It is necessary to perform reinforcement work. Conventionally, when performing such investigation and repair work, for example, in the case of a wall-like body at the waterside, a box with an opening on the front and top surfaces is used as an elastic material such as rubber provided at the front end of the front of the box. The water-stopping material is placed in a predetermined position by contacting the water-like wall-like body, and then the water inside the box is discharged to form a work space inside the box.

この際に、壁状体に対して止水材を圧着させ、壁状体と函体との間のすき間をなくして形成した作業空間に漏水を生じさせないことが重要である。そこで、止水材として管状弾性体を採用し、この管状弾性体の内部に圧縮空気を供給することにより、様々な表面形状の壁状体に対しても、すき間を生じさせることなく、函体を設置できるようにした止水作業函が提案されている(特許文献1参照)。   At this time, it is important not to cause water leakage in the work space formed by pressure-bonding the water-stopping material to the wall-like body to eliminate the gap between the wall-like body and the box. Therefore, a tubular elastic body is adopted as a water-stopping material, and compressed air is supplied to the inside of the tubular elastic body, so that a box-shaped body can be formed without causing a gap even on a wall-shaped body having various surface shapes. Has been proposed (see Patent Document 1).

しかしながら、水中に立設する杭状体の外周を囲んで函体を設置して、この函体内側に作業空間を構築する場合は、杭状体の外周面に当接させる止水材には、通常、周方向に継ぎ目が生じる。即ち、止水材は周方向端部どうしを突き合わせて環状を形成するので、この突き合わせ部において高いシール性能を確保することが難しいという問題があった。   However, when installing a box around the outer periphery of a pile-shaped body standing in water and constructing a work space inside this box, Usually, a seam is generated in the circumferential direction. That is, since the water stop material abuts the end portions in the circumferential direction to form an annular shape, there is a problem that it is difficult to ensure high sealing performance at the abutting portion.

実開平2−93330公報Japanese Utility Model Publication 2-93330

本発明の目的は、水中に立設する杭状体の外周面に当接するとともに、周方向端部どうしを突き合せて環状を形成する止水材を介して止水作業函を設置する際に、止水材の突き合わせ部での高いシール性能を確保できる止水作業空間の構築方法およびその止水作業函を提供することにある。   The purpose of the present invention is to contact the outer peripheral surface of a pile-like body standing upright in the water and to install a water stop work box via a water stop material that forms a ring by abutting the circumferential ends. An object of the present invention is to provide a method for constructing a water stop working space capable of ensuring high sealing performance at a butt portion of a water stop material and a water stop work box thereof.

上記目的を達成するため本発明の止水作業空間の構築方法は、上面を開口した有底の函体の底面の貫通孔に、水中に立設する杭状体を貫通させるようにして、この杭状体の外周を囲んで函体を所定位置に設置し、その後、この函体内側の水を外部に排出して函体内側に作業空間を構築する止水作業空間の構築方法であって、
前記函体を周方向に分割した複数の函体分割体により構成し、それぞれの函体分割体の前記貫通孔に相当する位置に、不透水性の軟質の独立気泡体からなる円弧状の止水材を、函体分割体から周方向に所定長さ突出させて取付け、それぞれの函体分割体を組み付けて前記函体を形成して、前記貫通孔に貫通させるようにした杭状体の外周面に前記止水材を当接させるとともに、周方向に隣り合う止水材の周方向端部どうしを突き合わせた状態にして、杭状体の外周を囲むように函体を所定位置に設置し、前記止水材に沿ってその外周面に延設されるとともに、周方向に隣り合う止水材の周方向端部どうしの突き合わせ部で周方向に継ぎ目なく又はオーバーラップして設置されたゴムチューブを膨張させ、膨張させたゴムチューブと前記杭状体との間で前記止水材を圧縮させて、この止水材を杭状体の外周面に押圧させることを特徴とする。
In order to achieve the above object, the construction method of the still water working space according to the present invention is such that a pile-like body standing in water is passed through a through hole in a bottom surface of a bottomed box having an upper surface opened. It is a construction method of a still water working space that surrounds the outer periphery of a pile-shaped body, installs the box in a predetermined position, and then drains the water inside the box to the outside to build the work space inside the box. ,
The box is composed of a plurality of box divisions obtained by dividing the box in the circumferential direction, and arc-shaped stops made of impermeable soft closed cells at positions corresponding to the through holes of each box division. A water material is attached by projecting a predetermined length in the circumferential direction from the box body, and the box bodies are formed by assembling the box bodies and penetrating the through holes. Install the box at a predetermined position so as to surround the outer periphery of the pile-shaped body, with the water-stopping material abutting on the outer peripheral surface and with the circumferential ends of the water-stopping materials adjacent in the circumferential direction abutting each other In addition, the outer circumferential surface is extended along the water-stopping material, and the seam-adjacent end portions of the water-stopping materials adjacent to each other in the circumferential direction are seamlessly or overlapped in the circumferential direction. Expanded rubber tube, expanded rubber tube and the pile-shaped body By compressing the water stopping material between, and this water stopping material, characterized in that to press the outer peripheral surface of the pile-shaped body.

本発明の止水作業函は、底面に貫通孔を有し上面を開口した有底の函体と、この貫通孔に相当する位置に設けられる止水材とを備え、前記貫通孔に水中に立設する杭状体を貫通させるようにして、この杭状体の外周を囲んで所定位置に設置された函体の内側の水を外部に排出して函体内側に作業空間が構築される止水作業函であって、前記函体が周方向に分割された複数の函体分割体により構成され、前記止水材が円弧状の不透水性の軟質の独立気泡体からなり、この止水材が函体分割体から周方向に所定長さ突出して取付けられていて、それぞれの函体分割体を組み付けて前記函体を形成して、杭状体の外周を囲むように函体を所定位置に設置した際に、前記貫通孔に貫通させるようにした杭状体の外周面に前記止水材が当接し、周方向に隣り合う止水材の周方向端部どうしが突き合う構成にするとともに、前記止水材に沿ってその外周面に延設されるとともに、周方向に隣り合う止水材の周方向端部どうしの突き合わせ部で周方向に継ぎ目なく又はオーバーラップして設置されるゴムチューブを設け、膨張させたゴムチューブと前記杭状体との間で前記止水材を圧縮させて、この止水材を杭状体の外周面に押圧させる構成にしたことを特徴とする。   The water stop working box of the present invention includes a bottomed box having a through hole on the bottom surface and an open top surface, and a water stop material provided at a position corresponding to the through hole. A work space is built inside the box by letting the standing pile-shaped body penetrate and draining the water inside the box installed at a predetermined position surrounding the outer periphery of the pile-shaped body. A water stop work box, wherein the box is composed of a plurality of box bodies divided in a circumferential direction, and the water stop material is an arc-shaped impermeable soft closed cell body. The water material is attached so as to protrude from the box body by a predetermined length in the circumferential direction, each box body is assembled to form the box, and the box is enclosed so as to surround the outer periphery of the pile-like body. When installed at a predetermined position, the water-stopping material comes into contact with the outer peripheral surface of the pile-shaped body that is allowed to penetrate the through-hole, and in the circumferential direction. The circumferential ends of the water-stopping materials that meet each other face each other, extend along the outer circumferential surface along the water-stopping material, and between the circumferential ends of the water-stopping materials adjacent in the circumferential direction. Provided with a rubber tube that is installed seamlessly or overlapping in the circumferential direction at the butting portion, and compressing the water stop material between the expanded rubber tube and the pile-like body, The configuration is such that the outer peripheral surface of the pile-shaped body is pressed.

本発明によれば、前記函体を周方向に分割した複数の函体分割体により構成し、それぞれの函体分割体の前記貫通孔に相当する位置に、不透水性の軟質の独立気泡体からなる円弧状の止水材を、函体分割体から周方向に所定長さ突出させて取付けることにより、それぞれの函体分割体を組み付けて、函体を杭状体の外周を囲むように設置する際に、止水材が杭状体の外周面に当接した時の摩擦力によって周方向に引き込まれ難くなっている。また、止水材が周方向に引き込まれても、周方向長さを若干長く設定しているので、周方向に隣り合う止水材の周方向端部どうしを突き合わせた状態にすると、突き合わせ部でのすき間をなくすことができ、止水材の突き合わせ部での高いシール性能を確保することが可能になる。   According to the present invention, the box is constituted by a plurality of box divisions obtained by dividing the box in the circumferential direction, and the impermeable soft closed cells are provided at positions corresponding to the through holes of each box division. The arc-shaped water-stopping material consisting of is attached to each box body by projecting a predetermined length in the circumferential direction so that each box body is assembled, and the box is surrounded by the outer circumference of the pile-shaped body When installing, it is difficult for the water-stopping material to be drawn in the circumferential direction by the frictional force when contacting the outer peripheral surface of the pile-shaped body. In addition, even if the water stop material is pulled in the circumferential direction, the circumferential length is set to be slightly longer, so if the circumferential end portions of the water stop material adjacent to each other in the circumferential direction are brought into contact with each other, It is possible to eliminate the gap in the case, and it is possible to ensure high sealing performance at the butt portion of the water stop material.

さらには、止水材の周方向端部どうしの突き合わせ部で周方向に継ぎ目なく又はオーバーラップして設置されたゴムチューブを膨張させ、膨張させたゴムチューブと前記杭状体との間で前記止水材を圧縮させて、この止水材を杭状体の外周面に押圧させるので、止水材の突き合わせ部での高いシール性能を確保するには益々有利になっている。それ故、漏水を生じさせることなく、杭状体に対して止水作業函を設置することができる。   Furthermore, the rubber tube that is installed in a circumferentially seamless manner or in an overlapping manner at the abutting portion between the circumferential ends of the water-stopping material is expanded, and between the expanded rubber tube and the pile-shaped body, Since the water-stopping material is compressed and this water-stopping material is pressed against the outer peripheral surface of the pile-shaped body, it is more and more advantageous to ensure high sealing performance at the butt portion of the water-stopping material. Therefore, the water stop work box can be installed on the pile-shaped body without causing water leakage.

杭状体の外周を囲んで設置した本発明の止水作業函を例示する平面図である。It is a top view which illustrates the water stop work box of this invention installed surrounding the outer periphery of a pile-shaped body. 図1の杭状体に設置する前の止水作業函を平面視で例示する説明図である。It is explanatory drawing which illustrates the water stop work box before installing in the pile-shaped body of FIG. 1 by planar view. 図1のA−A断面図である。It is AA sectional drawing of FIG. 図1の函体の底面周辺を示すB−B断面図である。It is BB sectional drawing which shows the bottom face periphery of the box of FIG. ゴムチューブの配置を平面視で例示する説明図である。It is explanatory drawing which illustrates arrangement | positioning of a rubber tube by planar view. ゴムチューブの変形例を平面視で例示する説明図である。It is explanatory drawing which illustrates the modification of a rubber tube by planar view. 図2の函体分割体を杭状体の外周に設置している工程を拡大して平面視で例示する説明図である。It is explanatory drawing which expands the process which has installed the box body division body of FIG. 2 on the outer periphery of a pile-shaped body, and illustrates it by planar view. 図7の止水材の周方向端部が周方向に引き込まれている状態を拡大して平面視で例示する説明図である。It is explanatory drawing which expands the state where the circumferential direction edge part of the water stop material of FIG. 7 is drawn in the circumferential direction, and illustrates it by planar view. 周方向に隣り合う函体分割体を組付けて函体を形成した状態を拡大して平面視で例示する説明図である。It is explanatory drawing which expands the state which assembled | attached the box division body adjacent to the circumferential direction and formed the box, and illustrated in planar view. 保持具により周方向端部が周方向に圧縮された止水材を備えた函体分割体を、杭状体の外周に設置している工程を拡大して平面視で例示する説明図である。It is explanatory drawing which expands the process which has installed the box body provided with the water stop material with which the circumferential direction edge part was compressed in the circumferential direction with the holder in the outer periphery of a pile-shaped body by planar view. . 中央部と函部とに分離して互いを着脱可能に構成した函体分割体を平面視で例示する説明図である。It is explanatory drawing which illustrates in a planar view the box body divided | segmented into the center part and the box part and comprised so that attachment or detachment was possible. 図11の函部に1つの中央部を装着して形成された函体分割体の一部を拡大して断面視で例示する説明図である。It is explanatory drawing which expands a part of box division body formed by mounting | wearing with the one center part to the box part of FIG. 11, and illustrates it by a cross-sectional view. 止水材の圧縮量を調整する機構を平面視で例示する説明図である。It is explanatory drawing which illustrates the mechanism which adjusts the compression amount of a water stop material by planar view.

以下、本発明の止水作業空間の構築方法および止水作業函を、実施形態に基づいて説明する。   Hereinafter, the construction method and the water stop work box of the water stop work space of the present invention will be described based on the embodiments.

図1〜図4に例示するように、本発明の止水作業函1は、底面に貫通孔2aを有して上面を開口した有底の函体2と、この貫通孔2aに相当する位置に設けられる止水材3A、3Bと、止水材3A、3Bに沿ってその外周面に延設されるゴムチューブ4A、4Bとを備えている。この止水作業函1は、貫通孔2aに水中に立設する杭状体13を貫通させるようにして杭状体13の外周を囲んで所定位置に設置される。   As illustrated in FIG. 1 to FIG. 4, the water stop work box 1 of the present invention includes a bottomed box 2 having a through hole 2 a on the bottom surface and an open top surface, and a position corresponding to the through hole 2 a. Water-stopping materials 3A and 3B provided on the outer periphery and rubber tubes 4A and 4B extending on the outer peripheral surface along the water-stopping materials 3A and 3B. The water stop work box 1 is installed at a predetermined position so as to surround the outer periphery of the pile-like body 13 so as to penetrate the pile-like body 13 standing in water through the through hole 2a.

函体2は周方向に分割された複数の函体分割体2A、2Bにより構成されている。1つの函体2を構成する函体分割体2A、2Bの数は2つに限らず、3つ以上にすることもできる。それぞれの函体分割体2A、2Bの仕様は基本的に同じなので、代表して一方の函体分割体2Aを例にして説明する。   The box 2 is composed of a plurality of box division bodies 2A and 2B divided in the circumferential direction. The number of box division bodies 2A and 2B constituting one box 2 is not limited to two, and may be three or more. Since the specifications of each box body 2A, 2B are basically the same, one box body 2A will be described as an example.

函体分割体2Aは鋼板等で形成されている。平面視で円弧状の函体分割体2Aの内周側位置には、ゴムチューブ4A、4Bが収納されるチューブ収納部5Aが設けられている。チューブ収容部5Aの内周側に止水材3Aが取付けられる。   The box body 2A is formed of a steel plate or the like. A tube storage portion 5A for storing the rubber tubes 4A and 4B is provided at a position on the inner peripheral side of the arcuate box-shaped divided body 2A in plan view. The water stop material 3A is attached to the inner peripheral side of the tube housing portion 5A.

チューブ収納部5Aに収納されたゴムチューブ4A(4B)の内周側は、止水材3A(3B)により閉口された状態となる。収納されたゴムチューブ4A(4B)の外周側、上側および下側は、チューブ収納部5A(5B)の壁面や函体分割体2A(2B)の底面等の剛体で囲まれた状態になる。収納されたゴムチューブ4A(4B)の外周側、上側および下側は、完全に閉口された状態にすることもできるが、完全に閉口されなくてもよい。   The inner peripheral side of the rubber tube 4A (4B) stored in the tube storage portion 5A is closed by the water stop material 3A (3B). The outer peripheral side, upper side, and lower side of the stored rubber tube 4A (4B) are surrounded by a rigid body such as the wall surface of the tube storage portion 5A (5B) and the bottom surface of the box body 2A (2B). The outer peripheral side, the upper side, and the lower side of the stored rubber tube 4A (4B) may be completely closed, but may not be completely closed.

この実施形態では、函体分割体2A、2Bに取付けられて、止水材3A、3Bの突き合わせ部JSのゴムチューブ4A、4Bの外周側となる位置に配置されるカバー体6が備わっている。チューブ収納部5A、5Bに収納されたゴムチューブ4A、4Bが膨張するとカバー体6に当接する。例示したカバー体6の内面にはクッション材6aが取付けられている。このカバー体6は任意に設けることができる。   In this embodiment, there is provided a cover body 6 that is attached to the box divided bodies 2A and 2B and is disposed at a position on the outer peripheral side of the rubber tubes 4A and 4B of the butted portions JS of the water blocking materials 3A and 3B. . When the rubber tubes 4A and 4B stored in the tube storage portions 5A and 5B expand, they come into contact with the cover body 6. A cushion material 6 a is attached to the inner surface of the illustrated cover body 6. This cover body 6 can be provided arbitrarily.

ゴムチューブ4Aには、流体配管8を通じて流体供給装置7が接続される。この実施形態では、ゴムチューブ4Aの周方向両端部に流体配管8が連結されているが、適宜の位置に適宜の数の流体配管8を連結することができる。   A fluid supply device 7 is connected to the rubber tube 4 </ b> A through a fluid pipe 8. In this embodiment, fluid pipes 8 are connected to both ends in the circumferential direction of the rubber tube 4A, but an appropriate number of fluid pipes 8 can be connected to appropriate positions.

それぞれの止水材3A、3Bの仕様は基本的に同じなので、代表して一方の止水材3Aを例にして説明する。平面視で円弧状の止水材3Aは、チューブ収納部5Aの内周側に配置されて函体分割体2Aに取付けられている。止水材3Aは、不透水性の軟質の独立気泡体から形成されている。止水材3Aの厚さは、例えば10mm〜200mm程度である。止水材3Aとして、例えば、樹脂材料、ゴム材料、エラストマー、或いはこれらの複合材料で形成されたスポンジ体が使用される。具体的には、止水材3AとしてEPDM製のスポンジ体が挙げられる。   Since the specifications of the water-stopping materials 3A and 3B are basically the same, one water-stopping material 3A will be described as an example. The arc-shaped water blocking material 3A in plan view is disposed on the inner peripheral side of the tube storage portion 5A and attached to the box body 2A. The water blocking material 3A is formed of a water-impermeable soft closed cell body. The thickness of the water blocking material 3A is, for example, about 10 mm to 200 mm. As the water stop material 3A, for example, a sponge body formed of a resin material, a rubber material, an elastomer, or a composite material thereof is used. Specifically, an EPDM sponge body may be used as the water stop material 3A.

止水材3Aの硬度は、例えば、25%圧縮荷重が10kPa〜50kPa程度である。この値は、厚さ12.5mm×縦50mm×横50mmのサンプルをオートグラフにて圧縮速度50mm/minで圧縮した際の測定値である。   As for the hardness of the water stop material 3A, for example, the 25% compression load is about 10 kPa to 50 kPa. This value is a measured value when a sample having a thickness of 12.5 mm, a length of 50 mm, and a width of 50 mm is compressed by an autograph at a compression speed of 50 mm / min.

この止水材3Aは、函体分割体2Aから周方向に所定長さSだけ突出して取付けられている。この所定長さSは、例えば、5mm〜30mm程度、さらに好ましくは10mm〜20mm程度である。この実施形態では、止水材3Aの周方向両端部が函体分割体2Aから周方向に突出した仕様になっている。   The water blocking material 3A is attached so as to protrude from the box body 2A by a predetermined length S in the circumferential direction. The predetermined length S is, for example, about 5 mm to 30 mm, more preferably about 10 mm to 20 mm. In this embodiment, it is the specification which the circumferential direction both ends of 3 A of water-stopping materials protruded from the box division body 2A in the circumferential direction.

尚、止水材3Aの一方の周方向端部を函体分割体2Aから周方向に所定長さSだけ突出させ、他方の周方向端部は函体分割体2Aの周方向端と同じレベルにした仕様にすることもできる。ただし、この場合は、周方向に隣り合って対向する止水材3Bの周方向端部を函体分割体2Bから周方向に所定長さSだけ突出させる。   One end in the circumferential direction of the water blocking material 3A protrudes from the box body 2A by a predetermined length S in the circumferential direction, and the other end in the circumferential direction is the same level as the end in the circumferential direction of the box body 2A. It is possible to make it a specification. However, in this case, the circumferential end of the water blocking material 3B that is adjacent and facing in the circumferential direction is projected from the box body 2B by a predetermined length S in the circumferential direction.

ゴムチューブ4A、4Bは、止水材3A、3Bに沿って止水材3A、3Bの外周面に延設される。そして、図5に例示するように、周方向に隣り合う止水材3A、3Bの周方向端部どうしの突き合わせ部JSで、ゴムチューブ4A、4Bは周方向にオーバーラップして設置される。この実施形態では円弧状の2つのゴムチューブ4A、4Bを用いて、一方のゴムチューブ4Aを他方のゴムチューブ4Bの上方に配置して、互いの周方向端部どうしを周方向にオーバーラップさせている。   The rubber tubes 4A and 4B are extended on the outer peripheral surfaces of the water-stopping materials 3A and 3B along the water-stopping materials 3A and 3B. Then, as illustrated in FIG. 5, the rubber tubes 4A and 4B are installed so as to overlap in the circumferential direction at the butting portion JS between the circumferential ends of the water blocking materials 3A and 3B adjacent in the circumferential direction. In this embodiment, two rubber tubes 4A and 4B having an arc shape are used, and one rubber tube 4A is arranged above the other rubber tube 4B so that the circumferential end portions thereof overlap each other in the circumferential direction. ing.

図6に例示するように、1つのゴムチューブ4を用いることもできる。この場合は、ゴムチューブ4の周方向両端部を上下方向に位置をずらして配置する。この配置により、止水材3A、3Bの周方向端部どうしの一方の突き合わせ部JSでは、ゴムチューブ4の周方向端部どうしが周方向にオーバーラップし、他方の突き合わせ部JSではゴムチューブ4が継ぎ目なく配置される。   As illustrated in FIG. 6, one rubber tube 4 can be used. In this case, both ends in the circumferential direction of the rubber tube 4 are arranged so as to be shifted in the vertical direction. With this arrangement, the circumferential ends of the rubber tubes 4 overlap in the circumferential direction at one of the butted portions JS of the circumferential ends of the water-stopping materials 3A and 3B, and the rubber tube 4 at the other butted portion JS. Are arranged seamlessly.

このように本発明では、周方向に隣り合う止水材3A、3Bの周方向端部どうしの突き合わせ部JSで、ゴムチューブ4(4A、4B)は、周方向に継ぎ目なく又はオーバーラップして設置される。   As described above, in the present invention, the rubber tube 4 (4A, 4B) is seamless or overlapped in the circumferential direction at the butted portion JS between the circumferential ends of the water blocking materials 3A, 3B adjacent in the circumferential direction. Installed.

以下、本発明により止水作業空間を構築する方法を説明する。   Hereinafter, a method for constructing a water stop working space according to the present invention will be described.

図1〜図4に例示するように、作業止水函1の設置対象となる水中に立設する杭状体13の所定位置に、アングル等の下部支保工10bを、例えば溶接により固定する。そして、下部支保工10bの上面に函体分割体2A、2Bを載置させる。次いで、これら函体分割体2A、2Bを、貫通孔2aに杭状体13を貫通させるようにして組み付けることにより函体2を形成する。例えば、ボルトおよびナットを用いて函体分割体2A、2Bどうしを組み付ける。函体分割体2A、2Bの互いの合わせ面にはゴム等からなる一般的なシール材3aを介在させる。   As illustrated in FIG. 1 to FIG. 4, a lower support 10 b such as an angle is fixed to a predetermined position of a pile-like body 13 standing in water that is an installation target of the work waterstop 1 by, for example, welding. Then, the box bodies 2A and 2B are placed on the upper surface of the lower support 10b. Next, the box body 2 is formed by assembling these box body divided bodies 2A and 2B so that the pile-like body 13 is passed through the through hole 2a. For example, the box division bodies 2A and 2B are assembled together using bolts and nuts. A general sealing material 3 a made of rubber or the like is interposed between the mating surfaces of the box division bodies 2 </ b> A and 2 </ b> B.

函体2を形成する際には、貫通孔2aに貫通させるようにした杭状体13の外周面に止水材3A、3Bの内周面を当接させるとともに、周方向に隣り合う止水材3A、3Bの周方向端部どうしを突き合わせた状態にして、杭状体13の外周を囲むように函体2を所定位置に設置する。これにより、上面を開口した有底の函体2の底面の貫通孔2aに、水中に立設する杭状体13が貫通した状態になる。所定位置に設置された函体2は、函体2の上面と上部工との間に上部支保工10aを介在させることにより、函体2に作用する浮力によって上方移動しないように固定される。   When forming the box 2, the inner peripheral surfaces of the water-stopping materials 3A and 3B are brought into contact with the outer peripheral surface of the pile-like body 13 that is penetrated through the through-hole 2a, and the water-stop adjacent to the circumferential direction. The box 2 is installed at a predetermined position so as to surround the outer periphery of the pile-shaped body 13 with the circumferential ends of the materials 3A and 3B being in contact with each other. Thereby, the pile-shaped body 13 standing in water will be in the state penetrated in the through-hole 2a of the bottom face of the bottomed box 2 which opened the upper surface. The box 2 installed at a predetermined position is fixed so as not to move upward by buoyancy acting on the box 2 by interposing the upper support 10a between the upper surface of the box 2 and the upper work.

それぞれの止水材3A、3Bに沿って、止水材3A、3Bの外周面にゴムチューブ4A、4Bを延設する。ゴムチューブ4A、4Bは、止水材3A、3Bの周方向端部どうしの突き合わせ部JSで周方向に継ぎ目なく又はオーバーラップして設置する。   The rubber tubes 4A and 4B are extended on the outer peripheral surfaces of the water-stopping materials 3A and 3B along the respective water-stopping materials 3A and 3B. The rubber tubes 4A and 4B are installed seamlessly or overlapped in the circumferential direction at the butted portion JS between the circumferential end portions of the water blocking materials 3A and 3B.

次いで、このゴムチューブ4A、4Bに、流体配管8を介して流体供給装置7を連結する。この流体供給装置7を作動させることにより、ゴムチューブ4A、4Bの内部に流体(例えば、水、エアなど)を供給して膨張させ、膨張させた状態を維持する。止水材3A、3Bは、膨張させたゴムチューブ4A、4Bと杭状体13との間で圧縮され、これに伴って止水材3A、3Bは杭状体13の外周面に押圧される。   Next, a fluid supply device 7 is connected to the rubber tubes 4 </ b> A and 4 </ b> B via a fluid pipe 8. By operating the fluid supply device 7, a fluid (for example, water, air, etc.) is supplied into the rubber tubes 4A and 4B to be expanded, and the expanded state is maintained. The water-stopping materials 3A and 3B are compressed between the expanded rubber tubes 4A and 4B and the pile-like body 13, and the water-stopping materials 3A and 3B are pressed against the outer peripheral surface of the pile-like body 13 along with this. .

止水材3A、3Bは不透水性の軟質の独立気泡体であるので、杭状体13の表面に凹凸があっても、その凹凸に沿って容易に変形させることができる。そして、膨張するゴムチューブ4A、4Bによって、凹凸に沿って変形した止水材3A、3Bを杭状体13の外周面に押付けるので、すき間なく密着させることができる。そのため、函体2の貫通孔2aと杭状体13との間で漏水を生じさせることなく、杭状体13に対して止水作業函1を安定して固定することができる。   Since the water blocking materials 3A and 3B are impermeable soft closed cells, even if the surface of the pile-like body 13 has irregularities, it can be easily deformed along the irregularities. And since the water stop material 3A, 3B which deform | transformed along the unevenness | corrugation is pressed against the outer peripheral surface of the pile-shaped body 13 by the rubber tube 4A, 4B which expand | swells, it can be made to closely_contact | adhere. Therefore, the water stop work box 1 can be stably fixed to the pile body 13 without causing water leakage between the through hole 2a of the box body 2 and the pile body 13.

杭状体13の所定位置に設置された函体2の内側には水が入っているので、この水をポンプ等を用いて函体2の外部に排出する。これにより、函体2の内側にドライな作業空間が構築される。   Since water is contained inside the box 2 installed at a predetermined position of the pile-like body 13, this water is discharged to the outside of the box 2 using a pump or the like. Thereby, a dry work space is constructed inside the box 2.

ところで、本発明では、円弧状の止水材3A(3B)の周方向端部を、函体分割体2A(2B)から周方向に所定長さSを突出させて取付けている。そのため、図7に例示するように、函体分割体2A、2Bどうしを組み付けて、函体2を杭状体13の外周を囲むように設置する際に、止水材3A(3B)の周方向端部の角部Cが、杭状体13の外周面に当接した際に生じる摩擦力によって周方向に引き込まれ難くなっている。   By the way, in this invention, the circumferential direction edge part of arc-shaped water-stopping material 3A (3B) is attached so that the predetermined length S may protrude from the box division body 2A (2B) in the circumferential direction. Therefore, as illustrated in FIG. 7, when the box bodies 2 </ b> A and 2 </ b> B are assembled to each other and the box 2 is installed so as to surround the outer periphery of the pile-like body 13, the periphery of the water stop material 3 </ b> A (3 </ b> B). The corner C of the direction end portion is difficult to be pulled in the circumferential direction by the frictional force generated when the corner C contacts the outer peripheral surface of the pile-like body 13.

例えば、止水材3A(3B)の周方向端部を、函体分割体2A(2B)から周方向に突出させていない場合は、止水材3A(3B)の周方向端部の角部Cが杭状体13の外周面に当接した際に、外側に逃げる余地がない。そのため、この角部Cは摩擦力によって周方向に引き込まれて圧縮され易くなる。   For example, when the circumferential end of the water blocking material 3A (3B) is not protruded in the circumferential direction from the box body 2A (2B), the corner of the circumferential end of the water blocking material 3A (3B) When C comes into contact with the outer peripheral surface of the pile-like body 13, there is no room for escape to the outside. Therefore, the corner portion C is easily drawn and compressed in the circumferential direction by the frictional force.

角部Cが周方向に引き込まれると、止水材3A、3Bの周方向端部どうしの突き合わせ部JSではすき間が生じ易くなるので、高いシール性能を確保するには不利になる。一方、本発明では、角部Cが杭状体13の外周面に当接した際に、止水材3A(3B)の周方向端部が外側に変形する余地がある。そのため、突き合わせ部JSにすき間が生じ難くなり、高いシール性能を確保することが可能になる。   When the corner portion C is drawn in the circumferential direction, a gap is likely to occur at the abutting portion JS between the circumferential end portions of the water-stopping materials 3A and 3B, which is disadvantageous for ensuring high sealing performance. On the other hand, in this invention, when the corner | angular part C contact | abuts to the outer peripheral surface of the pile-shaped body 13, there exists room for the circumferential direction edge part of the water stop material 3A (3B) to deform | transform outside. Therefore, it becomes difficult for a gap to occur in the abutting portion JS, and high sealing performance can be ensured.

図8に例示するように、角部Cが周方向に引き込まれたとして、止水材3A(3B)の周方向長さを、若干(所定長さSだけ)長く設定しているので、図9に例示するように周方向に隣り合う止水材3A、3Bの周方向端部どうしを突き合わせた状態にすると、突き合わせ部JSではすき間なく密着する。そして、膨張させたゴムチューブ4A(4B)と杭状体13との間で圧縮された止水材3A(3B)は、周方向には伸ばされるので、突き合わせ部JSは水密にシールされ、高いシール性能を確保することができる。   As illustrated in FIG. 8, assuming that the corner portion C is drawn in the circumferential direction, the circumferential length of the water blocking material 3A (3B) is set slightly longer (by a predetermined length S). As illustrated in FIG. 9, when the circumferential end portions of the water blocking materials 3 </ b> A and 3 </ b> B adjacent to each other in the circumferential direction are brought into contact with each other, the butted portions JS are in close contact with each other. And since the water stop material 3A (3B) compressed between the expanded rubber tube 4A (4B) and the pile-like body 13 is extended in the circumferential direction, the butt portion JS is sealed in a watertight manner and is high. Sealing performance can be ensured.

さらに、本発明では、突き合わせ部JSで周方向に継ぎ目なく又はオーバーラップしてゴムチューブ4A(4B)を配置している。そして、このゴムチューブ4A(4B)を膨張させることにより、杭状体13との間で止水材3A(3B)を圧縮させて杭状体13の外周面に押圧させるので、止水材3A、3Bの突き合わせ部JSでの高いシール性能を確保するには益々有利になっている。それ故、突き合わせ部JSで漏水を生じさせることなく、杭状体13に対して止水作業函1を設置することができる。   Further, in the present invention, the rubber tube 4A (4B) is disposed without a seam or overlap in the circumferential direction at the butting portion JS. And by expanding this rubber tube 4A (4B), the water-stopping material 3A (3B) is compressed between the pile-like bodies 13 and pressed against the outer peripheral surface of the pile-like body 13, so that the water-stopping material 3A It is becoming more and more advantageous to ensure high sealing performance at the 3B butt portion JS. Therefore, the water stop work box 1 can be installed on the pile-like body 13 without causing water leakage at the abutting portion JS.

上述したカバー体6を設けると、膨張したゴムチューブ4A(4B)がカバー体6によって反力を得ることができる。そのため、止水材3A、3Bの突き合わせ部JSを、より強く押圧できるので、シール性能の向上に寄与する。   When the cover body 6 described above is provided, the expanded rubber tube 4 </ b> A (4 </ b> B) can obtain a reaction force by the cover body 6. Therefore, the abutting portion JS of the water blocking materials 3A and 3B can be pressed more strongly, which contributes to an improvement in sealing performance.

図10に例示する保持具9を設けることもできる。この保持具9は、函体分割体2A(2B)から周方向に所定長さ突出させた止水材3A(3B)の周方向端部の少なくとも一方を予め周方向に圧縮させた状態で保持する。もちろん、止水材3A(3B)の周方向両端部を予め周方向に圧縮させた状態で保持してもよい。   The holder 9 illustrated in FIG. 10 can also be provided. This holder 9 is held in a state in which at least one of the circumferential end portions of the water blocking material 3A (3B) projected from the box body 2A (2B) in the circumferential direction by a predetermined length is compressed in the circumferential direction in advance. To do. Of course, you may hold | maintain in the state where the circumferential direction both ends of the water stop material 3A (3B) were compressed to the circumferential direction previously.

この実施形態では、保持具9はL字状のアングルからなる本体部9aと、本体部9aを函体分割体2Aに固定する固定部材9bとで構成されている。そして、函体分割体2Bを函体分割体2Aに組み付ける工程で、保持具9により保持した止水材3Aの周方向端部に、周方向に隣り合う止水材3Bの周方向端部が対置された後に、保持具9を函体分割体2Aから取り外す。   In this embodiment, the holder 9 is composed of a main body 9a having an L-shaped angle and a fixing member 9b for fixing the main body 9a to the box body 2A. And in the process of assembling the box body 2B to the box body 2A, the circumferential end of the water stop material 3B adjacent in the circumferential direction is adjacent to the circumferential end of the water stop material 3A held by the holder 9. After being placed, the holder 9 is removed from the box body 2A.

止水材3Aの周方向端部の角部Cが保持具9によって保護されるので、函体分割体2A、2Bどうしを組み付けて、函体2を杭状体13の外周を囲むように設置する際に、角部Cが周方向に引き込まれることがない。そして、函体分割体2Aから保持具9を取外すことにより、止水材3Aの周方向に圧縮されていた周方向端部が復元するので、対置された止水材3Bの周方向端部とすき間なく圧着する。それ故、突き合わせ部JSですき間なくシールするには有利になる。   Since the corner C of the circumferential end of the water stop material 3A is protected by the holder 9, the box division bodies 2A and 2B are assembled to each other, and the box 2 is installed so as to surround the outer periphery of the pile-like body 13. When doing so, the corner C is not pulled in the circumferential direction. And by removing the holder 9 from the box body 2A, the circumferential end portion compressed in the circumferential direction of the water stopping material 3A is restored, so that the circumferential end portion of the facing water stopping material 3B and Crimp without gaps. Therefore, it is advantageous to seal the gap with the butt JS.

函体分割体2A(2B)を、図11、図12に例示するように止水材3が取付けられる複数の中央部11A、11Bと、この中央部11A、11Bを除いた部分である函部12とに分離して互いを着脱可能にすることもできる。そして、1つのサイズの函部12に対して、取付けられる止水材3の内周半径の大きさが異なる複数の中央部11A、11Bを備えた構成にする。図11では、右側の中央部11Aは、左側の中央部11Bよりも取付けられる止水材3の内周半径が大きくなっている。   As shown in FIGS. 11 and 12, the box body 2A (2B) has a plurality of center portions 11A and 11B to which the water stop material 3 is attached, and a box portion that is a portion excluding the center portions 11A and 11B. It can also be made to be detachable from each other. And it is set as the structure provided with several center part 11A, 11B from which the magnitude | size of the inner peripheral radius of the water-stop material 3 attached with respect to the box part 12 of one size differs. In FIG. 11, the inner peripheral radius of the water stop material 3 attached to the right central portion 11 </ b> A is larger than that of the left central portion 11 </ b> B.

この構成の場合、複数の中央部11A、11Bの内から、取付けられる止水材3の内周半径の大きさが、止水作業函1の設置対象となる杭状体13の半径の大きさに最も近い中央部を選択して、選択した中央部を函部12にボルトとナット等の固定手段により取付けて函体分割体を形成する。   In the case of this configuration, the size of the inner peripheral radius of the water-stopping material 3 to be attached is the size of the radius of the pile-like body 13 to be installed in the water-stopping work box 1 from among the plurality of central portions 11A and 11B. The center part closest to the center part is selected, and the selected center part is attached to the box part 12 by fixing means such as bolts and nuts to form a box body divided body.

この構成にすると、杭状体13の外径の大きさ毎に函体分割体2A(2B)を用意する必要がなくなる。即ち、杭状体13の外径が異なる場合であっても、中央部11A、11Bを異ならせるだけで、1つのサイズの函部12をそのまま使用できるメリットがある。   With this configuration, it is not necessary to prepare a box body 2A (2B) for each outer diameter of the pile-like body 13. That is, even if the outer diameters of the pile-like bodies 13 are different, there is an advantage that one size of the box portion 12 can be used as it is only by changing the central portions 11A and 11B.

図13に例示する機構を用いて止水材3A(3B)の圧縮量を調整することもできる。この機構は、函体分割体2A(2B)の内周面に係止部16を設け、2つの係止部16に係止させたワイヤ14を杭状体13に掛け回している。ワイヤ14の中途にはターンバックル等のワイヤ長さ調節手段15が設けられている。   The compression amount of the water stop material 3A (3B) can also be adjusted using the mechanism illustrated in FIG. In this mechanism, a locking portion 16 is provided on the inner peripheral surface of the box body 2A (2B), and the wire 14 locked by the two locking portions 16 is wound around the pile-shaped body 13. A wire length adjusting means 15 such as a turnbuckle is provided in the middle of the wire 14.

そして、ワイヤ長さ調節手段15を操作することで、ワイヤ14の長さが変化するので、これに伴って杭状体13に対する函体分割体2A(2B)の相対位置が変化する。したがって、適宜、ワイヤ長調節手段15を操作することにより、止水材3A(3B)の圧縮量を調整することが可能になる。   And since the length of the wire 14 changes by operating the wire length adjustment means 15, the relative position of the box-shaped division body 2A (2B) with respect to the pile-shaped body 13 changes in connection with this. Therefore, it is possible to adjust the compression amount of the water blocking material 3A (3B) by appropriately operating the wire length adjusting means 15.

1 止水作業函
2 函体
2A、2B 函体分割体
2a 貫通孔
3、3A、3B 止水材
3a シール材
4、4A、4B ゴムチューブ
5、5A、5B チューブ収納部
6 カバー体
6a クッション材
7 流体供給装置
8 流体配管
9 保持具
9a 本体部
9b 固定部材
10a 上部支保工
10b 下部支保工
11 中央部
12 函部
13 杭状体
14 ワイヤ
15 ワイヤ長調節手段
16 係止部材
DESCRIPTION OF SYMBOLS 1 Water stop work box 2 Box 2A, 2B Box division body 2a Through-hole 3, 3A, 3B Water stop material 3a Seal material 4, 4A, 4B Rubber tube 5, 5A, 5B Tube storage part 6 Cover body 6a Cushion material DESCRIPTION OF SYMBOLS 7 Fluid supply apparatus 8 Fluid piping 9 Holder 9a Main body part 9b Fixing member 10a Upper support work 10b Lower support work 11 Center part 12 Box part 13 Pile body 14 Wire 15 Wire length adjustment means 16 Locking member

Claims (8)

上面を開口した有底の函体の底面の貫通孔に、水中に立設する杭状体を貫通させるようにして、この杭状体の外周を囲んで函体を所定位置に設置し、その後、この函体内側の水を外部に排出して函体内側に作業空間を構築する止水作業空間の構築方法であって、
前記函体を周方向に分割した複数の函体分割体により構成し、それぞれの函体分割体の前記貫通孔に相当する位置に、不透水性の軟質の独立気泡体からなる円弧状の止水材を、函体分割体から周方向に所定長さ突出させて取付け、それぞれの函体分割体を組み付けて前記函体を形成して、前記貫通孔に貫通させるようにした杭状体の外周面に前記止水材を当接させるとともに、周方向に隣り合う止水材の周方向端部どうしを突き合わせた状態にして、杭状体の外周を囲むように函体を所定位置に設置し、前記止水材に沿ってその外周面に延設されるとともに、周方向に隣り合う止水材の周方向端部どうしの突き合わせ部で周方向に継ぎ目なく又はオーバーラップして設置されたゴムチューブを膨張させ、膨張させたゴムチューブと前記杭状体との間で前記止水材を圧縮させて、この止水材を杭状体の外周面に押圧させることを特徴とする止水作業空間の構築方法。
Install the box in a predetermined position surrounding the outer periphery of the pile-shaped body by penetrating the pile-shaped body standing in water through the bottom hole of the bottomed box with the top open. This is a method for constructing a water stop working space in which the water inside the box is discharged to the outside and a work space is built inside the box.
The box is composed of a plurality of box divisions obtained by dividing the box in the circumferential direction, and arc-shaped stops made of impermeable soft closed cells at positions corresponding to the through holes of each box division. A water material is attached by projecting a predetermined length in the circumferential direction from the box body, and the box bodies are formed by assembling the box bodies and penetrating the through holes. Install the box at a predetermined position so as to surround the outer periphery of the pile-shaped body, with the water-stopping material abutting on the outer peripheral surface and with the circumferential ends of the water-stopping materials adjacent in the circumferential direction abutting each other In addition, the outer circumferential surface is extended along the water-stopping material, and the seam-adjacent end portions of the water-stopping materials adjacent to each other in the circumferential direction are seamlessly or overlapped in the circumferential direction. Expanded rubber tube, expanded rubber tube and the pile-shaped body By compressing the water stopping material between, how to build a water shut-off working space for the water stopping material, characterized in that to press the outer peripheral surface of the pile-shaped body.
前記突き合わせ部の前記ゴムチューブの外周側となる位置に、膨張したゴムチューブが当接するカバー体を前記函体分割体に取付ける請求項1に記載の止水作業空間の構築方法。   The construction method of the water stop working space of Claim 1 which attaches the cover body which the expanded rubber tube contact | abuts to the said division | segmentation body in the position which becomes the outer peripheral side of the said rubber tube of the said abutting part. それぞれの止水材の函体分割体から周方向に所定長さ突出させた周方向端部の少なくとも一方を、保持具により予め周方向に圧縮させた状態で保持しておき、周方向に隣り合う函体分割体を組み付けて、前記保持具により保持しておいた止水材の周方向端部に、周方向に隣り合う止水材の周方向端部が対置された後に、前記保持具を取外して予め周方向に圧縮させた部分を開放して、周方向に隣り合う止水材の周方向端部どうしを突き合わせた状態にする請求項1または2に記載の止水作業空間の構築方法。   At least one of the circumferential ends projecting a predetermined length in the circumferential direction from the box body of each water-stopping material is held in a state compressed in the circumferential direction in advance by a holder, and is adjacent to the circumferential direction. After the matching box body is assembled and the circumferential end of the waterstop adjacent to the circumferential direction is opposed to the circumferential end of the waterstop held by the holder, the holder The construction of the water stop working space according to claim 1 or 2, wherein a portion compressed in the circumferential direction is removed and the circumferential end portions of the water stop material adjacent in the circumferential direction are brought into contact with each other. Method. それぞれの函体分割体を、前記止水材が取付けられる中央部と、この中央部を除いた函部とに分離して互いを着脱可能に構成し、1つのサイズの函部に対して、取付けられる前記止水材の内周半径の大きさが異なる複数の中央部を準備しておき、この複数の中央部の内から、取付けられる止水材の内周半径の大きさが前記杭状体の半径の大きさに最も近い中央部を選択して前記函部に取付けて前記函体分割体を形成する請求項1〜3のいずれかに記載の止水作業空間の構築方法。   Each box segment is separated into a central part to which the waterstop material is attached and a box part excluding the central part so as to be detachable from each other. A plurality of central portions having different inner peripheral radius sizes of the water-stopping material to be attached are prepared, and the inner peripheral radius size of the water-stopping material to be attached is the above-mentioned pile shape. The construction method of the water stop working space in any one of Claims 1-3 which select the center part nearest to the magnitude | size of the radius of a body, attach to the said box part, and form the said box body split body. 底面に貫通孔を有し上面を開口した有底の函体と、この貫通孔に相当する位置に設けられる止水材とを備え、前記貫通孔に水中に立設する杭状体を貫通させるようにして、この杭状体の外周を囲んで所定位置に設置された函体の内側の水を外部に排出して函体内側に作業空間が構築される止水作業函であって、
前記函体が周方向に分割された複数の函体分割体により構成され、前記止水材が円弧状の不透水性の軟質の独立気泡体からなり、この止水材が函体分割体から周方向に所定長さ突出して取付けられていて、それぞれの函体分割体を組み付けて前記函体を形成して、杭状体の外周を囲むように函体を所定位置に設置した際に、前記貫通孔に貫通させるようにした杭状体の外周面に前記止水材が当接し、周方向に隣り合う止水材の周方向端部どうしが突き合う構成にするとともに、前記止水材に沿ってその外周面に延設されるとともに、周方向に隣り合う止水材の周方向端部どうしの突き合わせ部で周方向に継ぎ目なく又はオーバーラップして設置されるゴムチューブを設け、膨張させたゴムチューブと前記杭状体との間で前記止水材を圧縮させて、この止水材を杭状体の外周面に押圧させる構成にしたことを特徴とする止水作業函。
A bottomed box having a through hole on the bottom surface and having an open top surface, and a water stop material provided at a position corresponding to the through hole, and penetrating a pile-like body standing in water in the through hole Thus, a water stop work box in which the work space is constructed inside the box by discharging the water inside the box placed at a predetermined position surrounding the outer periphery of the pile-shaped body,
The box is composed of a plurality of box divisions divided in the circumferential direction, and the water stop material is an arc-shaped impermeable soft closed cell body, and the water stop material is formed from the box division body. When the box is installed at a predetermined position so as to surround the outer periphery of the pile-shaped body, the box is formed by assembling the respective box-shaped divided bodies, and is attached by protruding a predetermined length in the circumferential direction. The water-stopping material is in contact with the outer peripheral surface of the pile-shaped body that is allowed to penetrate through the through-hole, and the circumferential ends of the water-stopping materials adjacent in the circumferential direction are in contact with each other. And a rubber tube that is installed seamlessly or overlapping in the circumferential direction at the abutting portion between the circumferential ends of the water-stopping materials adjacent to each other in the circumferential direction. The water stop material is compressed between the rubber tube and the pile-shaped body. , Water shut-off operations a box, characterized in that the arrangement for pressing the water stopping material on the outer peripheral surface of the pile-shaped body.
前記函体分割体に取付けられて、前記突き合わせ部の前記ゴムチューブの外周側となる位置に配置され、膨張したゴムチューブが当接するカバー体を備えた請求項5に記載の止水作業函。   The water stop work box according to claim 5, further comprising a cover body that is attached to the box body and is disposed at a position on the outer peripheral side of the rubber tube of the butting portion and in contact with the expanded rubber tube. それぞれの止水材の函体分割体から周方向に所定長さ突出させた周方向端部の少なくとも一方を予め周方向に圧縮させた状態で保持し、この保持した止水材の周方向端部に、周方向に隣り合う止水材の周方向端部が対置された後に函体分割体から取り外される保持具を設けた請求項5または6に記載の止水作業函。   At least one of the circumferential end portions projected from the box body divided by a predetermined length in the circumferential direction is held in a state compressed in advance in the circumferential direction, and the circumferential end of the retained water stopping material The water stop work box according to claim 5 or 6, wherein a holder is provided on the part, the holder being removed from the box body after the circumferential ends of the water stop material adjacent to each other in the circumferential direction are opposed to each other. それぞれの函体分割体を、前記止水材が取付けられる中央部と、この中央部を除いた函部とに分離して互いを着脱可能な構成にして、1つのサイズの函部に対して、取付けられる前記止水材の内周半径の大きさが異なる複数の中央部を備えた請求項5〜7のいずれかに記載の止水作業函。   Each box body is separated into a central part to which the waterstop material is attached and a box part excluding the central part so that they can be attached to and detached from each other. The water stop work box according to any one of claims 5 to 7, comprising a plurality of central portions having different inner peripheral radii of the water stop material to be attached.
JP2012166907A 2012-07-27 2012-07-27 Construction method of water stop working space and water stop work box Active JP6133559B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012166907A JP6133559B2 (en) 2012-07-27 2012-07-27 Construction method of water stop working space and water stop work box

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012166907A JP6133559B2 (en) 2012-07-27 2012-07-27 Construction method of water stop working space and water stop work box

Publications (2)

Publication Number Publication Date
JP2014025280A true JP2014025280A (en) 2014-02-06
JP6133559B2 JP6133559B2 (en) 2017-05-24

Family

ID=50199163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012166907A Active JP6133559B2 (en) 2012-07-27 2012-07-27 Construction method of water stop working space and water stop work box

Country Status (1)

Country Link
JP (1) JP6133559B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113882409A (en) * 2021-10-12 2022-01-04 伍永伶 Bridge pier cofferdam device for bridge construction

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109024638A (en) * 2018-08-17 2018-12-18 中铁八局集团有限公司 The hardened stiff plastic argillic horizon excavation construction method of deep water in a kind of steel cofferdam

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0551918A (en) * 1991-08-16 1993-03-02 Central Japan Railway Co Operation caisson
JPH08253949A (en) * 1995-03-15 1996-10-01 Nikko Boshoku Kk Corrosion-proof coating structure of steel material and corrosion-proofing method
JP2002242220A (en) * 2001-02-21 2002-08-28 Penta Ocean Constr Co Ltd Installation method for work caisson and cut-off structure thereof
JP2003049442A (en) * 2001-08-06 2003-02-21 Taisei Corp Flexible joint device for submerged caisson and its repair method
JP2010065399A (en) * 2008-09-08 2010-03-25 Toa Harbor Works Co Ltd Method of constructing water cut-off working space and water cut-off working box
JP2012202082A (en) * 2011-03-24 2012-10-22 Toa Harbor Works Co Ltd Method for constructing cutoff work space and caisson for cutoff work

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0551918A (en) * 1991-08-16 1993-03-02 Central Japan Railway Co Operation caisson
JPH08253949A (en) * 1995-03-15 1996-10-01 Nikko Boshoku Kk Corrosion-proof coating structure of steel material and corrosion-proofing method
JP2002242220A (en) * 2001-02-21 2002-08-28 Penta Ocean Constr Co Ltd Installation method for work caisson and cut-off structure thereof
JP2003049442A (en) * 2001-08-06 2003-02-21 Taisei Corp Flexible joint device for submerged caisson and its repair method
JP2010065399A (en) * 2008-09-08 2010-03-25 Toa Harbor Works Co Ltd Method of constructing water cut-off working space and water cut-off working box
JP2012202082A (en) * 2011-03-24 2012-10-22 Toa Harbor Works Co Ltd Method for constructing cutoff work space and caisson for cutoff work

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113882409A (en) * 2021-10-12 2022-01-04 伍永伶 Bridge pier cofferdam device for bridge construction
CN113882409B (en) * 2021-10-12 2022-09-23 中铁九局集团第五工程有限公司 Bridge pier cofferdam device for bridge construction

Also Published As

Publication number Publication date
JP6133559B2 (en) 2017-05-24

Similar Documents

Publication Publication Date Title
RU2533604C2 (en) Device and method of internal repair of pipelines
JP2012077533A (en) Filling concrete leakage prevention structure
JP6133559B2 (en) Construction method of water stop working space and water stop work box
JP2018071345A (en) Cofferdam structure
JP4976079B2 (en) Pipe inner surface water-stop device and its construction method
JP5383568B2 (en) Grout injection construction method, pier construction method using this construction method, and foundation pile fixing structure applicable to this construction method
JP2008291462A (en) Temporary form member, temporary form assembly using the same, and reconstruction method for sewerage facility
CN103887752A (en) Composite cable trench
JP4954914B2 (en) Temporary closing method for underwater structures and temporary closing structure
CN109881957B (en) Sealing structure between metal plate and impermeable geomembrane
JP6561557B2 (en) Sealing material for floating roof tank
JP2015121280A (en) Valve body removal device and valve body removal method
JP4185800B2 (en) Forming method of water-stopping material in steel jacket method and mounting structure of water-stopping material
WO2020017152A1 (en) Stave and stave installation method
JP2017020191A (en) Earthquake resistant structure in connection part of manhole sidewall and pipe
JP5569811B2 (en) Construction method of water stop working space and water stop work box
CN203787919U (en) Composite cable trench
KR100612955B1 (en) A reinforce sleeve for reparing or connecting water supplying pipes
CN204920973U (en) Shield constructs takes water connection to receive interim sealing device of portal
JP2014196802A (en) Regeneration pipe constituting member,already-installed pipe repairing structure and already-installed pipe repairing method
JP2015038305A (en) Seal member for coupling reinforcement
JP5901480B2 (en) Damaged part sealing band in the tube
CN216952044U (en) Lining expansion water stop rigid waterproof sleeve
JP2023094034A (en) Cover member used for covering structure of rehabilitation pipe, construction method of rehabilitation pipe using cover member, and rehabilitation pipe
JP2017008506A (en) Underground tank reuse method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20150226

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20151106

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20151201

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20160510

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20161115

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170130

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20170206

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20170404

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20170420

R150 Certificate of patent or registration of utility model

Ref document number: 6133559

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250