JP2002348897A - Cut-off method of working box - Google Patents
Cut-off method of working boxInfo
- Publication number
- JP2002348897A JP2002348897A JP2001153975A JP2001153975A JP2002348897A JP 2002348897 A JP2002348897 A JP 2002348897A JP 2001153975 A JP2001153975 A JP 2001153975A JP 2001153975 A JP2001153975 A JP 2001153975A JP 2002348897 A JP2002348897 A JP 2002348897A
- Authority
- JP
- Japan
- Prior art keywords
- work box
- work
- water
- bottom plate
- stopping
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
- E02D19/04—Restraining of open water by coffer-dams, e.g. made of sheet piles
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は作業函の止水方法に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stopping water in a work box.
【0002】[0002]
【従来の技術】近年、河川などの水中に構築された構造
物の保守、点検、補修、補強などが急務となっている。
これらの作業は、図8の(1)に示すように、作業対象
物20を囲むように作業函21が設置され、この作業函
21の内側における水を排出してドライな作業空間22
を形成していた。このような作業空間22を形成するた
めの止水は、同図の(2)および(3)に示すように、
硬質ゴムなどの止水パッキン23やシールゴム24を底
板25と作業対象物20との間に設置して行っていた。2. Description of the Related Art In recent years, there has been an urgent need for maintenance, inspection, repair, reinforcement, and the like of structures constructed underwater such as rivers.
In these operations, as shown in FIG. 8A, a work box 21 is installed so as to surround the work object 20, and water inside the work box 21 is discharged to dry the work space 22.
Had formed. As shown in (2) and (3) of the figure, the water stop for forming the work space 22 is as follows.
A waterproof packing 23 such as hard rubber and a seal rubber 24 are installed between the bottom plate 25 and the work 20.
【0003】[0003]
【発明が解決しようとする課題】しかし、上記の止水方
法は止水パッキンやシールゴムなどが接する部分の詳細
な測量をおこなった後に、作業対象物に作業函を合わせ
る加工、あるいは作業函に作業対象物を合わせる加工を
行う必要があった。また止水パッキンやシールゴムなど
を作業対象物に密着させるには、強制的な押し付け力が
必要であった。However, in the above-mentioned water stopping method, after a detailed measurement of a portion where a water stop packing or a seal rubber is in contact, a work box is fitted to a work object or work is performed on a work box. It was necessary to perform processing to match the object. In addition, a forced pressing force was required to bring the waterproof packing, seal rubber, etc. into close contact with the work object.
【0004】本発明は上記のような問題に鑑みてなされ
たものであり、その目的は、作業対象物などを事前に測
量することや、止水パッキンを強制的に作業対象物へ押
し付ける機構を必要としない作業函の止水方法を提供す
ることである。SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and has as its object to measure a work object in advance and to provide a mechanism for forcibly pressing a watertight packing against the work object. An object of the present invention is to provide a method of stopping water for a work box which is not required.
【0005】[0005]
【課題を解決するための手段】以上の課題を達成するた
めの手段は、請求項1の発明の作業函の止水方法が、少
なくとも一対の中空ユニットを接合して平面環状に形成
した上部開放型の作業函により水中の作業対象物を囲む
とともに、前記作業函の底板の先端部を水中の作業対象
物に適宜間隙部をもって近づけた後、前記間隙部に水中
不分離性のコンクリートを打設することを特徴とし、ま
た請求項2の発明の作業函の止水方法が、請求項1にお
いて、作業函の底板の先端面が下側に向かって外側に傾
斜した傾斜面、下側に向かって内側に傾斜した傾斜面、
垂直面のうちのいずれかであることを特徴とし、また請
求項3の発明の作業函の止水方法が、請求項1または2
において、底板の先端面に剥離材を設けたことを特徴と
し、また請求項4の発明の作業函の止水方法が、請求項
1〜3のいずれかにおいて、作業対象物の壁面または作
業函の底板の先端面のうちの少なくとも一方に止水材を
設置することを特徴とし、また請求項5の発明の作業函
の止水方法が、請求項1〜4のいずれかにおいて、作業
対象物の壁面にアンカー筋を設けることを特徴とする。Means for achieving the above object are to provide a method for stopping water in a work box according to the first aspect of the present invention, wherein at least a pair of hollow units are joined to form an upper opening having a planar annular shape. While surrounding the work object underwater with the work box of the mold, the tip of the bottom plate of the work box is brought close to the work object underwater with an appropriate gap, and then concrete that is inseparable in water is poured into the gap. The water stopping method for a work box according to claim 2 is characterized in that, in claim 1, the tip surface of the bottom plate of the work box is inclined downward and outward toward the lower side. Inclined surface inclined inward,
The water stopping method of the work box according to the third aspect of the present invention is characterized in that the water stopping method is a vertical surface.
The method according to any one of claims 1 to 3, wherein a release material is provided on a tip end surface of the bottom plate. A water stopping material is installed on at least one of the end surfaces of the bottom plate of the present invention. Characterized in that anchor walls are provided on the wall surface.
【0006】作業函と作業対象物との間隙部が設計値と
異なっていたとしても、問題なく施工することができ
る。また底板の先端面が下側に向かって外側に傾斜した
傾斜面の場合は、作業函を押し下げて水中コンクリート
を打設すると、楔効果により止水性が高くなる。また底
板の先端面が下側に向かって内側に傾斜した傾斜面の場
合は、作業函を押し上げると、前記と同じ楔効果により
止水性が高くなる。また底板の先端面が垂直面の場合
は、作業函を作業対象物に押し付けて水中コンクリート
を打設するので止水性が高くなる。また作業函を作業対
象物に設置した後に、間隙部に水中不分離性のコンクリ
ートを打設するので、確実に止水することができる。ま
た作業函の底板の先端面に設けた剥離材により、作業対
象物からの作業函の撤去が簡単にできる。また止水材に
より止水性が高まる。また作業対象物に設けたアンカー
筋により、水中不分離性のコンクリートの浮き上がりを
防ぐことができる。作業函に止水パッキンを設ける必要
がないため、作業函の再利用のための整備が簡略化でき
る。[0006] Even if the gap between the work box and the work is different from the design value, the work can be performed without any problem. In the case where the bottom surface of the bottom plate is inclined downward and outward, if the work box is pushed down and the underwater concrete is poured, the water stopping performance is increased by the wedge effect. In the case where the tip end surface of the bottom plate is an inclined surface that is inclined inward toward the lower side, when the work box is pushed up, the water stopping performance is increased by the same wedge effect as described above. In addition, when the bottom surface of the bottom plate is a vertical surface, the work box is pressed against the work object and the underwater concrete is poured, so that the water stopping performance is increased. Also, since the concrete box which is inseparable in water is poured into the gap after the work box is installed on the work object, the water can be reliably stopped. Moreover, the work box can be easily removed from the work object by the release material provided on the tip end face of the bottom plate of the work box. In addition, the water stoppage material increases the water stoppage. In addition, the anchor bars provided on the work object can prevent floating of the inseparable concrete underwater. Since there is no need to provide a watertight packing in the work box, maintenance for reuse of the work box can be simplified.
【0007】[0007]
【発明の実施の形態】以下、作業函の止水方法の実施の
形態を図面に基づいて説明する。また、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。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for stopping water in a work box will be described below with reference to the drawings. Further, in each embodiment, the same configuration is denoted by the same reference numeral, and a different configuration is denoted by a different reference numeral.
【0008】図1〜図3は第1の実施の形態の作業函の
止水方法を示している。この止水方法に使用する作業函
1は、半円形の中空ユニット2同士がヒンジ3で接合さ
れ、これを中心に開閉できるとともに、底板4が作業対
象物を囲める形状になっている。また底板4の先端面は
下側に向かって外側に傾斜した傾斜面5であり、該傾斜
面5に止水性を高める止水ゴム6が設けられている。ま
た作業函1の浮き沈み操作は中空ユニット2への注排水
によって行われる。FIGS. 1 to 3 show a method for stopping water in a work box according to the first embodiment. The work box 1 used in this water stopping method has semicircular hollow units 2 joined by hinges 3, which can be opened and closed around the hinges 3, and the bottom plate 4 is shaped to surround the work object. Further, the tip end surface of the bottom plate 4 is an inclined surface 5 inclined outward toward the lower side, and a water-stopping rubber 6 is provided on the inclined surface 5 to increase the water-stopping property. The operation of raising and lowering the work box 1 is performed by pouring and draining water into and out of the hollow unit 2.
【0009】このような作業函を中空ユニット2への注
水により沈めるとともに、柱脚7を囲むように設置して
切梁8を架設する。このとき底板4は僅かな間隙部9を
もってフーチング10を囲んでおり、傾斜面5には剥離
シートや剥離剤などの剥離材11と止水ゴム6とが陸上
作業によって設けられている。一方、前記の傾斜面5と
対面するフーチングの壁面12にはアンカー筋13と止
水ゴム6とが、作業函1を沈める前に設置されている。[0009] Such a work box is submerged by pouring water into the hollow unit 2, and is installed so as to surround the column base 7, and a cutting beam 8 is erected. At this time, the bottom plate 4 surrounds the footing 10 with a slight gap 9, and a release material 11 such as a release sheet or a release agent and a waterproof rubber 6 are provided on the inclined surface 5 by land work. On the other hand, an anchor bar 13 and a waterproof rubber 6 are provided on a wall surface 12 of the footing facing the inclined surface 5 before the work box 1 is sunk.
【0010】次に、作業函1を押し下げつつ、下面をプ
レート13で塞いだ間隙部9に水中不分離性のコンクリ
ート15を打設すると、これがアンカー筋14で浮き上
がらないように押さえ付けられるとともに、楔効果によ
って止水性も高められる。このようにコンクリート15
によって底板4をフーチング10に密着させた後、作業
函1の内側における水をポンプで排出してドライな作業
空間16を形成する。次に、このドライな作業空間16
で作業対象物の補修作業を行い、これが完了した後に作
業函1を浮き上がらせる。このとき底板4は傾斜面5の
剥離材11によってコンクリート15から簡単に離れ
る。Next, when the work box 1 is pushed down, underwater inseparable concrete 15 is poured into the gap 9 whose lower surface is closed by the plate 13, and the concrete 15 is pressed by the anchor bar 14 so as not to float. Water stoppage is also enhanced by the wedge effect. Thus concrete 15
After the bottom plate 4 is brought into close contact with the footing 10, water inside the work box 1 is discharged by a pump to form a dry work space 16. Next, this dry work space 16
To repair the work, and after the work is completed, the work box 1 is raised. At this time, the bottom plate 4 is easily separated from the concrete 15 by the release material 11 on the inclined surface 5.
【0011】また図4は、第2の実施の形態の作業函の
止水方法を示したものであり、フーチング10に止水ゴ
ム6のみを設けた以外は、第1の実施の形態と同じ方法
である。このようにアンカー筋14を設けなくても、コ
ンクリート15の浮き上がりを防ぐことができるととも
に、止水ゴム6による止水性も高めることができる。FIG. 4 shows a method of stopping water in a work box according to the second embodiment, which is the same as the first embodiment except that only the waterproof rubber 6 is provided on the footing 10. Is the way. As described above, even if the anchor streak 14 is not provided, the concrete 15 can be prevented from rising, and the waterproofness of the waterproof rubber 6 can be enhanced.
【0012】また図5は、第3の実施の形態の作業函の
止水方法を示し、底板の傾斜面5およびフーチング10
から止水ゴム6を撤去して、フーチング10にのみアン
カー筋14を設けた以外は、第1の実施の形態と同じ方
法である。このアンカー筋14によりコンクリート15
の浮き上がりを防ぐことができる。FIG. 5 shows a method of stopping water in a work box according to a third embodiment, in which an inclined surface 5 of a bottom plate and a footing 10 are provided.
The method is the same as that of the first embodiment, except that the waterproof rubber 6 is removed from the base and the anchor bar 14 is provided only on the footing 10. Concrete 15
Can be prevented from rising.
【0013】また図6は、第4の実施の形態の作業函の
止水方法を示し、底板の先端が下側に向かって内側に傾
斜した傾斜面17を有する作業函1を使用したものであ
る。これは作業函1を押し下げながら間隙部9に水中不
分離性のコンクリート15を打設して、楔効果により止
水性を高めようとするものであり、これ以外は前記第1
〜3の実施の形態の作業函の止水方法と同じ方法であ
る。FIG. 6 shows a method for stopping water in a work box according to a fourth embodiment, in which a work box 1 having a slope 17 in which the tip of a bottom plate is inclined inward toward the lower side is used. is there. In this method, underwater concrete 15 is poured into the gap portion 9 while pushing down the work box 1 so as to increase the waterproofness by a wedge effect.
This is the same method as the method for stopping water in the work box of the third to third embodiments.
【0014】また図7は、第5の実施の形態の作業函の
止水方法を示し、底板の先端が垂直面18である作業函
1を使用したものである。これは作業函1を作業対象物
に押し付けながら間隙部9に水中不分離性のコンクリー
ト15を打設して、前記と同じように止水性を高めよう
とするものであり、これ以外は前記第1〜3の実施の形
態の作業函の止水方法と同じ方法である。FIG. 7 shows a method for stopping water in a work box according to a fifth embodiment, in which a work box 1 having a vertical surface 18 at the tip of a bottom plate is used. In this method, underwater inseparable concrete 15 is poured into the gap 9 while the work box 1 is pressed against the work object to increase the water stoppage in the same manner as described above. This is the same method as the water stopping method of the work box of the first to third embodiments.
【0015】[0015]
【発明の効果】作業函と作業対象物との間隙部が設計値
と異なっていたとしても、問題なく施工することができ
る。As described above, even if the gap between the work box and the work object is different from the design value, the work can be performed without any problem.
【0016】底板の先端が下側に向かって外側に傾斜し
た傾斜面であるため、作業函を押し下げて水中コンクリ
ートを打設すると楔効果により止水性を高めることがで
きる。Since the tip of the bottom plate is an inclined surface which is inclined outward toward the lower side, if the work box is pushed down and underwater concrete is poured, the water stopping performance can be increased by the wedge effect.
【0017】底板の先端が下側に向かって内側に傾斜し
た傾斜面であるため、作業函を押し上げて水中コンクリ
ートを打設すると楔効果により止水性を高めることがで
きる。Since the tip of the bottom plate is an inclined surface which is inclined inward toward the lower side, when the work box is pushed up and underwater concrete is poured, the waterproofness can be increased by the wedge effect.
【0018】底板の先端が垂直面であるため、作業函を
作業対象物に押し付けて水中コンクリートを打設すると
止水性を高めることができる。Since the tip of the bottom plate is a vertical surface, the waterproofness can be improved by pressing the work box against the work object and casting the underwater concrete.
【0019】作業函を作業対象物に設置した後に、間隙
部に水中不分離性のコンクリートを打設するので、確実
に止水することができる。After the work box is installed on the work object, concrete that is inseparable in water is poured into the gap, so that the water can be reliably stopped.
【0020】作業函の底板の先端面に設けた剥離材によ
り、作業対象物からの作業函の撤去が簡単にできる。The work box can be easily removed from the work object by the release material provided on the tip end surface of the bottom plate of the work box.
【0021】止水材により止水性を高めることができ
る。The water stopping material can enhance the water stopping performance.
【0022】作業対象物に設けたアンカー筋により、水
中不分離性のコンクリートの浮き上がりを防ぐことがで
きる。The anchor bars provided on the work object can prevent floating of the concrete that is inseparable in water.
【0023】作業函に止水パッキンを設ける必要がない
ため、作業函の再利用のための整備を簡略化することが
できる。Since it is not necessary to provide a watertight packing in the work box, maintenance for reusing the work box can be simplified.
【図1】 第1の実施の形態の作業函の止水方法を示
し、作業函を作業対象物に設置した平面図である。FIG. 1 is a plan view showing a method for stopping water in a work box according to a first embodiment, in which the work box is installed on a work object.
【図2】第1の実施の形態の作業函の止水方法を示し、
作業函を作業対象物に設置した断面図である。FIG. 2 shows a method of stopping water in a work box according to the first embodiment;
It is sectional drawing which installed the work box on the work object.
【図3】 底板の拡大断面図である。FIG. 3 is an enlarged sectional view of a bottom plate.
【図4】 第2の実施の形態の作業函の止水方法を示す
断面図である。FIG. 4 is a cross-sectional view illustrating a method for stopping water in a work box according to a second embodiment.
【図5】 第3の実施の形態の作業函の止水方法を示す
断面図である。FIG. 5 is a sectional view showing a method for stopping water in a work box according to a third embodiment.
【図6】 第4の実施の形態の作業函の止水方法を示す
断面図である。FIG. 6 is a sectional view showing a method for stopping water in a work box according to a fourth embodiment.
【図7】 第5の実施の形態の作業函の止水方法を示す
断面図である。FIG. 7 is a sectional view showing a method of stopping water in a work box according to a fifth embodiment.
【図8】(1)〜(3)は従来の実施の形態の作業函の
止水方法を示す断面図である。8 (1) to 8 (3) are cross-sectional views showing a method of stopping water in a work box according to a conventional embodiment.
1、21 作業函 2 中空ユニット 3 ヒンジ 4 底板 5、17 傾斜面 6 止水ゴム 7 柱脚 8 切梁 9 間隙部 10 フーチング 11 剥離材 12 壁面 13 プレート 14 アンカー筋 15 コンクリート 16 作業空間 18 垂直面 DESCRIPTION OF SYMBOLS 1, 21 Work box 2 Hollow unit 3 Hinge 4 Bottom plate 5, 17 Inclined surface 6 Waterproof rubber 7 Column base 8 Cut beam 9 Gap part 10 Footing 11 Peeling material 12 Wall 13 Plate 14 Anchor 15 Concrete 16 Work space 18 Vertical plane
Claims (5)
て平面環状に形成した上部開放型の作業函により水中の
作業対象物を囲むとともに、前記作業函の底板の先端部
を水中の作業対象物に適宜間隙部をもって近づけた後、
前記間隙部に水中不分離性のコンクリートを打設するこ
とを特徴とする作業函の止水方法。1. An underwater work object is surrounded by an open-top work box formed by joining at least a pair of hollow units into a planar annular shape, and a tip of a bottom plate of the work box is attached to the underwater work object. After approaching appropriately with a gap,
A method for stopping water in a work box, comprising casting concrete that is inseparable in water in the gap.
外側に傾斜した傾斜面、下側に向かって内側に傾斜した
傾斜面、垂直面のうちのいずれかであることを特徴とす
る請求項1に記載の作業函の止水方法。2. The tip surface of the bottom plate of the work box is any one of a slope inclined downward and outward, a slope inclined inward and downward, and a vertical surface. The method for stopping water in a work box according to claim 1.
徴とする請求項1または2に記載の作業函の止水方法。3. The method for stopping water in a work box according to claim 1, wherein a release material is provided on a tip end surface of the bottom plate.
先端面のうちの少なくとも一方に止水材を設置すること
を特徴とする請求項1〜3のいずれかに記載の作業函の
止水方法。4. The stop of a work box according to claim 1, wherein a water-stopping material is installed on at least one of a wall surface of the work object or a tip end surface of a bottom plate of the work box. Water method.
ことを特徴とする請求項1〜4のいずれかに記載の作業
函の止水方法。5. The method for stopping water in a work box according to claim 1, wherein an anchor bar is provided on a wall surface of the work object.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001153975A JP4749596B2 (en) | 2001-05-23 | 2001-05-23 | Work box water stop method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001153975A JP4749596B2 (en) | 2001-05-23 | 2001-05-23 | Work box water stop method |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002348897A true JP2002348897A (en) | 2002-12-04 |
JP4749596B2 JP4749596B2 (en) | 2011-08-17 |
Family
ID=18998404
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001153975A Expired - Lifetime JP4749596B2 (en) | 2001-05-23 | 2001-05-23 | Work box water stop method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4749596B2 (en) |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006249771A (en) * | 2005-03-10 | 2006-09-21 | Ohbayashi Corp | Water cut-off structure of temporary closing work and its water cut-off method |
JP2007239244A (en) * | 2006-03-07 | 2007-09-20 | Kenji Takemoto | Temporary structure |
JP2008175059A (en) * | 2008-03-05 | 2008-07-31 | Penta Ocean Construction Co Ltd | Temporary cofferdam work caisson and its installation method |
JP2009019449A (en) * | 2007-07-13 | 2009-01-29 | Hirose & Co Ltd | Water cut-off structure for cofferdam and water cut-off method |
JP2011026802A (en) * | 2009-07-23 | 2011-02-10 | Daiho Constr Co Ltd | Coffering cut-off wall body and coffering method using the same |
JP2013224578A (en) * | 2013-06-04 | 2013-10-31 | Penta Ocean Construction Co Ltd | Reinforcing method of underwater structure and temporary coffering structure |
CN104120729A (en) * | 2014-08-01 | 2014-10-29 | 中国铁建大桥工程局集团有限公司 | Novel internal supporting structure of large steel suspension box and construction process of novel internal supporting structure of large steel suspension box |
JP2016079591A (en) * | 2014-10-10 | 2016-05-16 | 五洋建設株式会社 | Work caisson and cut-off method for the same |
JP2018059297A (en) * | 2016-10-04 | 2018-04-12 | 第一建設工業株式会社 | Water cut-off method for cofferdam structure used in bridge pier repair/reinforcement work |
JP2018145749A (en) * | 2017-03-08 | 2018-09-20 | 第一建設工業株式会社 | Installation method of cofferdam structure for use in bridge pier repair and reinforcement construction |
CN111455837A (en) * | 2020-05-06 | 2020-07-28 | 中国建筑土木建设有限公司 | Thin-wall hollow pier pouring connection structure and construction method thereof |
CN112523235A (en) * | 2020-12-09 | 2021-03-19 | 崔朋 | Water conservancy construction cofferdam device |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63142126A (en) * | 1986-12-05 | 1988-06-14 | Daiichi Kensa Kk | Repairing of steel tubular pile |
JPH09189043A (en) * | 1996-01-11 | 1997-07-22 | Pacific Consultants Kk | Closing caisson and closing construction method |
JPH09302918A (en) * | 1996-05-15 | 1997-11-25 | Hino Kaiyo Kaihatsu Kk | Dry working caisson |
-
2001
- 2001-05-23 JP JP2001153975A patent/JP4749596B2/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63142126A (en) * | 1986-12-05 | 1988-06-14 | Daiichi Kensa Kk | Repairing of steel tubular pile |
JPH09189043A (en) * | 1996-01-11 | 1997-07-22 | Pacific Consultants Kk | Closing caisson and closing construction method |
JPH09302918A (en) * | 1996-05-15 | 1997-11-25 | Hino Kaiyo Kaihatsu Kk | Dry working caisson |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006249771A (en) * | 2005-03-10 | 2006-09-21 | Ohbayashi Corp | Water cut-off structure of temporary closing work and its water cut-off method |
JP4604771B2 (en) * | 2005-03-10 | 2011-01-05 | 株式会社大林組 | Water shutoff structure and water stop method for temporary closing |
JP2007239244A (en) * | 2006-03-07 | 2007-09-20 | Kenji Takemoto | Temporary structure |
JP2009019449A (en) * | 2007-07-13 | 2009-01-29 | Hirose & Co Ltd | Water cut-off structure for cofferdam and water cut-off method |
JP2008175059A (en) * | 2008-03-05 | 2008-07-31 | Penta Ocean Construction Co Ltd | Temporary cofferdam work caisson and its installation method |
JP2011026802A (en) * | 2009-07-23 | 2011-02-10 | Daiho Constr Co Ltd | Coffering cut-off wall body and coffering method using the same |
JP2013224578A (en) * | 2013-06-04 | 2013-10-31 | Penta Ocean Construction Co Ltd | Reinforcing method of underwater structure and temporary coffering structure |
CN104120729A (en) * | 2014-08-01 | 2014-10-29 | 中国铁建大桥工程局集团有限公司 | Novel internal supporting structure of large steel suspension box and construction process of novel internal supporting structure of large steel suspension box |
CN104120729B (en) * | 2014-08-01 | 2015-12-30 | 中国铁建大桥工程局集团有限公司 | A kind of large steel suspension box inner supporting structure and construction technology thereof |
JP2016079591A (en) * | 2014-10-10 | 2016-05-16 | 五洋建設株式会社 | Work caisson and cut-off method for the same |
JP2018059297A (en) * | 2016-10-04 | 2018-04-12 | 第一建設工業株式会社 | Water cut-off method for cofferdam structure used in bridge pier repair/reinforcement work |
JP2018145749A (en) * | 2017-03-08 | 2018-09-20 | 第一建設工業株式会社 | Installation method of cofferdam structure for use in bridge pier repair and reinforcement construction |
CN111455837A (en) * | 2020-05-06 | 2020-07-28 | 中国建筑土木建设有限公司 | Thin-wall hollow pier pouring connection structure and construction method thereof |
CN111455837B (en) * | 2020-05-06 | 2022-03-25 | 中国建筑土木建设有限公司 | Thin-wall hollow pier pouring connection structure and construction method thereof |
CN112523235A (en) * | 2020-12-09 | 2021-03-19 | 崔朋 | Water conservancy construction cofferdam device |
Also Published As
Publication number | Publication date |
---|---|
JP4749596B2 (en) | 2011-08-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2002348897A (en) | Cut-off method of working box | |
JP5022947B2 (en) | Temporary deadline box and installation method | |
JP6400424B2 (en) | Work box and water stop method for work box | |
KR200436652Y1 (en) | Mat with top?base | |
CN110387875A (en) | Connector cutting device and its construction method | |
JP6272602B2 (en) | How to modify underwater structures | |
KR20130082416A (en) | Mold for tetrapod and their tetrapod | |
JP2017082510A (en) | Method for removing circular channel | |
JP2946137B2 (en) | Construction method of temporary deadline | |
JP2002201649A (en) | Work caisson and its installation method | |
KR100854435B1 (en) | Vertical assembly style precast structure | |
KR200162600Y1 (en) | Door structure of casing-pipe for sand pile work in the bottom of the sea | |
JPS6049728B2 (en) | crushed ice oil fence | |
CN209958758U (en) | Aluminum formwork for toilet caisson arc angle construction | |
JPS5931305A (en) | Operation in turbid water | |
KR200204328Y1 (en) | Drainage trap cover | |
CN205741930U (en) | Bridge protecting wall die assembly | |
JPH11336108A (en) | Rubber gasket for sunk case | |
JP3039842U (en) | Structure used to move caisson | |
CN107489272B (en) | A kind of steel wood combination template system and its construction method for clear-water concrete arc branching shape bean column node | |
JPH0351377Y2 (en) | ||
JP2006110871A (en) | Method for molding box culvert with sealant | |
KR200229214Y1 (en) | A sheeting frame for well box | |
JPS60219329A (en) | Method of intercoupling underwater foundation bed plate and foundation pile | |
FR3097000B1 (en) | Method for making a chute for an overflow pond |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20071226 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20091216 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20100916 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20101110 |
|
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: 20110421 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20110518 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 Ref document number: 4749596 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140527 Year of fee payment: 3 |
|
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 |
|
EXPY | Cancellation because of completion of term |