JP2004068271A - Impervious wall and its setting method - Google Patents

Impervious wall and its setting method Download PDF

Info

Publication number
JP2004068271A
JP2004068271A JP2002224795A JP2002224795A JP2004068271A JP 2004068271 A JP2004068271 A JP 2004068271A JP 2002224795 A JP2002224795 A JP 2002224795A JP 2002224795 A JP2002224795 A JP 2002224795A JP 2004068271 A JP2004068271 A JP 2004068271A
Authority
JP
Japan
Prior art keywords
water
impervious
support
panel
ground
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.)
Withdrawn
Application number
JP2002224795A
Other languages
Japanese (ja)
Inventor
Hiroki Someya
染谷 洋樹
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.)
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Original Assignee
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
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 Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd filed Critical Ishikawajima Kenzai Kogyo Co Ltd
Priority to JP2002224795A priority Critical patent/JP2004068271A/en
Publication of JP2004068271A publication Critical patent/JP2004068271A/en
Withdrawn legal-status Critical Current

Links

Images

Landscapes

  • Barrages (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an impervious wall capable of being constructed by a small number of persons in a short period of time, quickly corresponding to an entire object aiming to have the possibility of a flood when there is a danger of the flood and having no difficulty in a normal life. <P>SOLUTION: An impervious panel holder 1 and a strut positioning pedestal 2 are previously provided to be flush with the ground or downward of the ground, and when imperviousness is required, a detachable strut 3 is mounted to the strut positioning pedestal 2. A detachable impervious panel 4 having first and second sealing members 10b thereon is set on the impervious panel holder 1, and at the same time, supported by the strut 3. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
この発明は、水害による浸水の防止のための遮水壁及びその遮水壁の簡易的な設置方法に関する。
【0002】
【従来の技術】
従来、洪水や台風による家屋や施設の浸水対策には土嚢を積み上げることが行われてきた。これは、浸水の恐れのあるときに、機械または人力により土嚢袋に土を入れ土嚢を作り、浸水してくるであろう個所に人力によって土嚢を積み上げることで、浸水を防ぐものである。
【0003】
【発明が解決しようとする課題】
しかしながら、上記のような従来の方法では以下のような問題が存在する。土嚢は非常に重く、積み上げようとすると多数の人々の力が必要となり、また時間もかかる。このため、浸水の恐れのあるときに、浸水の恐れのある個所の全てに対して早急に土嚢を構築するのは難しく、急を要する浸水の防止に適応できない場合が多い。また、急な事態に備えて予め土嚢を構築する方法は、遮水の必要がないときの生活に支障が生じるため、実現することは難しい。さらに、土嚢は、積み方により水が漏れたり決壊したりするため、その性能は構築した作業員の技量に寄るところが多く、浸水防止としての効果が不安定である。
【0004】
本発明は、上記のような問題点を考慮されたものであり、少人数の施工を可能にするとともに、短時間での施工を可能にして、浸水の恐れのあるときに、浸水の恐れのある対象の全てに対して早急に対応できることを目的とする。また、本発明では、遮水の必要のないときは、通常の生活に支障を生じさせないことを目的とする。さらに、その遮水の効果を組み立てる作業員の技量に左右されず、本発明品の性能に依存するところを多くし、何人が施工しても安定した効果が得られることを目的とする。
【0005】
【課題を解決するための手段】
上記の課題を解決するために本発明においては以下のような手段を採用する。
【0006】
請求項1記載の遮水壁は、地面にライン状に設置された前記遮水パネル受けと、該遮水パネル受けの設置ラインに沿って間隔をあけて設けられた複数の前記支柱建込土台と、該支柱建込土台に建てられる着脱可能な前記支柱と、前記遮水パネル受け上に設置されるとともに前記支柱によって支持される着脱可能な前記遮水パネルを備えてなることを特徴としている。
【0007】
このような構成により、複数の部材を組み立てることにより遮水壁を構築することができ、これによって浸水を防ぐことができる。
【0008】
請求項2記載の遮水壁は、請求項1記載の遮水壁であって、前記遮水パネル受けと前記支柱建込土台は、地面から上方へ突出しないよう、地面と面一にまたは地面より下方に設置されていることを特徴としている。
【0009】
このような構成により、支柱と遮水パネルを撤去したときは、地表面に突出物が無い状態にできる。
【0010】
請求項3記載の遮水壁は、請求項1または2記載の遮水壁であって、前記遮水パネル受けと前記遮水パネルの接合面には、第1のシール部材が設けられていることを特徴としている。
【0011】
このような構成により、遮水パネル受けと遮水パネルの接合部からの漏水を防止して、遮水効果を高めることができるとともに、部材の組立における誤差を解消することができる。
【0012】
請求項4記載の遮水壁は、請求項1〜3のいずれか一項に記載の遮水壁であって、前記支柱と前記遮水パネルとの接合面には、第2のシール部材が設けられていることを特徴としている。
【0013】
このような構成により、前記支柱と前記遮水パネルの接合部からの漏水を防止して、遮水効果を高めることができるとともに、部材の組立における誤差を解消することができる。
【0014】
請求項5記載の遮水壁の設置方法は、予め、遮水パネル受けを地面にライン状に設置するとともに、支柱建込土台を前記遮水パネル受けの設置ラインに沿って間隔をあけて複数取り付けておき、
遮水が必要となるときに、支柱を前記支柱建込土台に取り付けて、遮水パネルを前記遮水パネル受けの上に設置するとともに、前記支柱によって支持し、
常時は、前記支柱を前記支柱建込土台から撤去するとともに、前記遮水パネルを前記遮水パネル受けから撤去することを特徴としている。
【0015】
このような構成により、支柱と遮水パネルは着脱可能なため、遮水の必要がないときは、支柱と遮水パネルを撤去することができ、また遮水の必要があるときは、既製の部材を組み立てる簡単な作業だけにすることができる。
【0016】
【発明の実施の形態】
以下、本発明に係る遮水壁及びその設置方法の実施の形態を、図面に基づいて説明する。尚、本実施の形態は、遮水エリアAを浸水から防ぐものである。
【0017】
図1で示すように、遮水パネル受け1は、遮水エリアAを囲むように地面にライン状に設置されている。図2で示すように、この遮水パネル受け1の上部には遮水パネル4の厚さの幅で遮水パネル受け1の設置方向に沿って真中に溝1aが設けられている。
【0018】
図1で示すように、支柱建込土台2は、遮水パネル受け1の設置方向に沿って、遮水パネル4の略巾寸法に値する距離の間隔をあけて複数設置されている。また、図3(a)で示すように、支柱建込土台2は地面から上方が突出しないように、地面と面一にまたは地面よりも下方に設置されている。図2で示すように、支柱建込土台2は基礎2aとC型チャンネル2bからなり、C型チャンネル2bが、基礎2aの上部に遮水パネル受け1の設置方向に沿って設けられている。また、基礎2aは支柱3を支えられる程度の重量を有する材質のものから成る。
【0019】
図1で示すように、支柱建込土台2の上部には支柱3が取り付けられている。図2で示すように、この支柱3は円柱部材3aと掛り部材3bからなり、円柱部材3aの側面には、遮水パネル4の厚さの幅で鉛直方向に伸びた溝3cが設けられている。また、円柱部材3aの底面にはシール部材10dが取り付けられており、天端面にはボルト9と対と成る螺旋穴3dが設けられている。円柱部材3aの脚部の側面には掛り部材3bが取り付けられている。この掛り部材3bは、円柱部材3aの側面に設けられた溝3cの方向から円柱部材3aの芯を中心点として両側にそれぞれ90度回転させた方向に取り付けられていて、円柱部材3aと強固に接合されている。円柱部材3aは、水圧に耐えられるだけの強度を有する棒状の材料から成り、シール部材10dは、弾力性のある耐水性に優れた部材からなる。
【0020】
円柱部材3aの頭部には、円柱部材3aの芯を中心点として円柱部材3aの側面に設けられた溝3cの方向から両側にそれぞれ90度回転させた方向に伸縮自在の控え柱5aが取り付けられている。この控え柱5aは支柱3の頭部の側面から地面に向かって斜め45度に設けられており、この控え柱5aの脚部には接地板5bが設けられている。また、控え柱5aには連結クランプ7によって直角に横繋ぎ部材6が取り付けられている。
【0021】
図1で示すように、隣り合う2本の支柱3の間には、遮水パネル受けの設置方向に沿って遮水パネル4が取り付けられている。図3(b)で示すように、この遮水パネル4の下縁には第1のシール部材10aが取り付けられており、図4で示すように、左右両側の縁には第2のシール部材10bが取り付けられており、図2で示すように、上縁にはシール部材10cが取り付けられている。遮水パネル4は、水圧に耐えられるだけの強度を有し耐水性に優れた板状の部材である。また、それぞれのシール部材10a、10b、10cはシール部材10dと同質の部材である。
【0022】
図2で示すとおり、遮水パネル4の上方には押え部材8が取り付けられており、この押え部材8は遮水パネル4を上部と前後面の三方から挟み込む断面コ字状の横長の部材である。また、この押え部材8の両端には支柱3に引っ掛ける延長片があり、その延長片にはボルト9が通る螺旋穴8aが形成されている。
【0023】
次に、上記した遮水パネル受け1と、支柱建込土台2と、支柱3と、遮水パネル4等を用いた遮水壁の設置方法について説明する。
【0024】
予め、図3(a)、図3(b)で示すように、遮水パネル受け1と支柱建込土台2を地面から上方が突出しないように地面と面一にまたは地面よりも下方になるようにして、所定の位置に設置しておく。
【0025】
遮水の必要があるときは、まず支柱3を支柱建込土台2に取り付ける。図5(a)に示すように、掛り部材3bの取付方向がC型チャンネル2bの設置方向と同一になる向きで支柱3の脚部をC型チャンネル2bの中に入れる。次に、図5(b)に示すように、控え柱5が遮水エリアAの方に向くように支柱3を90度回転させて、支柱3をC型チャンネル2bの中の掛り部材3bによって固定する。
【0026】
図3(a)で示すように、この支柱3に設けられた控え柱5aを伸縮させて、接地板5bが地表面に水平に接地するように、その長さを調節して固定する。この控え柱5aの脚部に連結クランプを使い遮水パネル受けの設置方向と平行になるように横繋ぎ部材6を固定する。この1本の横繋ぎ部材6を介して複数の隣り合う控え柱5aを連結する。
【0027】
次いで、図1に示すように、遮水パネル4を隣り合う2本の支柱3の間に鉛直に建てる。図2に示すように、この遮水パネル4を遮水パネル受け1の上部の溝1aにはめ込み、支柱3の側面の溝3cに遮水パネル4をはめ込むことにより、これを支持する。
【0028】
また、遮水パネル受け1に建てられた遮水パネル4の上部に押え部材8をはめ込み、その押え部材8の先端の延長片8aを支柱3の天端面にのせて、隣り合う押え部材8の2つの延長片8aを重ね合わせてボルト9により支柱3と一体で締めて、支柱3と遮水パネル4を固定する。
【0029】
以上のような構成により遮水の必要があるときは、それぞれの部材を組み立てて、遮水壁を遮水エリアAの周りに設置する。これによって、遮水エリアAを浸水から守ることができる。
【0030】
一方、遮水の必要がないときは、支柱3と遮水パネル4と控え柱5aと接地板5bと横繋ぎ材6と連結クランプ7と押え部材8とボルト9を解体して、それぞれは撤去して別の場所に保管する。遮水パネル受け1と支柱建込土台2は地表面と面一あるいは下方に設置されているので、これら以外の部材を撤去することで通常の生活に支障が出ることはない。
【0031】
また、遮水パネル受け1と遮水パネル4、支柱3と支柱建込土台2、支柱3と遮水パネル4、遮水パネル4と押え部材8の接合面にはそれぞれシール部材10a、10b、10c、10dが設けられている。このシール部材により部材を組み立てるときの誤差を解消するとともに、シール部材の弾性により部材同士が密着して止水効果を高めることができる。
【0032】
さらに、遮水パネル4や各所シール部材10a、10b、10c、10dの欠損等により万一漏水した場合を想定して、図1に示すように、遮水壁で囲まれた遮水エリアA内で、要所に釜場11を設ける。この釜場11に向かって勾配を取って集水し、釜場11に集められた水は図示せぬ排水ポンプにより遮水エリアA外に排出する。
【0033】
以上のように本発明に係る実施の形態について説明したが、本発明は上記した実施の形態に限定されるものではなく、その趣旨を逸脱しない範囲内で適宜変更可能である。例えば、上記した実施の形態では、水圧によって支柱3が転倒することを防止するために控え柱5aを設けているが、支柱建込土台2の近くに構造物などの障害物が遮水エリアA内にあり控え柱5aが設置できない場合は、支柱3の根入れ深さを深くして、且つ支柱3の許容応力度を大きくして、控え柱5aと横繋ぎ材6を省く方法でも良い。また、支柱3の取り付け方法についても、支柱3の脚部を螺旋状にして、これと対を成す螺旋穴を支柱建込土台2に設けて、この螺旋穴に支柱3の脚部を取り付けて固定する方法でも良い。
【0034】
【発明の効果】
以上説明したように、本発明に係る遮水壁は、地面にライン状に設置された遮水パネル受けと、遮水パネル受けの設置方向に沿って間隔をあけて設けられた複数の支柱建込基台と、支柱建込土台に建てられる着脱可能な支柱と、遮水パネル受け上に設置されるとともに支柱によって支持される着脱可能な遮水パネルを組み立てることで構築できるので、誰にでも簡単に設置と撤去を行うことができる。よって、遮水が必要となるときは、少人数による短時間での浸水対策が可能であり、必要がないときは支柱や遮水パネルは撤去され、また遮水パネルと支柱建込土台は地面から上方へ突出しないように地面と面一にまたは地面より下方に設置されているので、通常の生活で支障になることはない。
【0035】
また、遮水パネル受けと遮水パネルの接合面に第1のシール部材を設けているので、遮水パネル受けと遮水パネルの接合面からの漏水を防止することができるとともに、部材同士の組立における誤差を解消することができる。これによって、止水効果を高めることができるので、作業者の技量に関係なく安定した効果が得られる。
【図面の簡単な説明】
【図1】本発明の遮水壁の実施の形態の構成を説明する配置図である。
【図2】本発明の遮水壁の実施の形態の各部材を説明する分解斜視図である。
【図3】(a)は本発明の遮水壁の実施の形態の支柱と支柱建込基台を説明する断面図、(b)は本発明の遮水壁の実施の形態の遮水パネルと遮水パネル受けを説明する断面図である。
【図4】本発明の遮水壁の実施の形態の支柱と遮水パネルを説明する平面図である。
【図5】(a)は本発明の遮水壁の実施の形態の支柱建込基台に支柱を差し込む状況を説明する組立図で、(b)は本発明の遮水壁の実施の形態の支柱建込基台に支柱を固定する状況を説明する組立図である。
【符号の説明】
1  遮水パネル受け
1a 遮水パネル受けの上部の溝
2  支柱建込基台
2a 基礎
2b C型チャンネル
3  支柱
3a 円柱部材
3b 掛り部材
3c 円柱部材側面の溝
3d 円柱部材天端面の螺旋穴
4  遮水パネル
5a 控え柱
5b 接地板
6  横繋ぎ部材
7  連結クランプ
8  押え部材
8a 押え部材の両端にある螺旋穴
9  ボルト
10a第1のシール部材
10b第2のシール部材
10cシール部材
10dシール部材
A  遮水エリア
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a water impermeable wall for preventing inundation due to flood damage and a simple installation method of the water impermeable wall.
[0002]
[Prior art]
Traditionally, sandbags have been used to prevent floods and typhoons from flooding houses and facilities. This is to prevent inundation by putting the soil into the sandbag by a machine or manually to create a sandbag when there is a possibility of flooding, and then stacking the sandbag manually at a location where the flood will occur.
[0003]
[Problems to be solved by the invention]
However, the conventional method as described above has the following problems. Sandbags are very heavy and trying to stack them requires the power of many people and takes time. For this reason, it is difficult to immediately construct sandbags at all locations where there is a possibility of flooding when there is a possibility of flooding, and in many cases, it is not possible to adapt to the prevention of urgent flooding. Moreover, it is difficult to realize a method of constructing a sandbag in advance in case of an emergency because it hinders life when there is no need for water shielding. Further, since sandbags leak or break depending on how they are stacked, their performance often depends on the skill of the worker who constructed them, and the effect of preventing flooding is unstable.
[0004]
The present invention has been made in consideration of the above-described problems, and enables construction by a small number of people, enables construction in a short time, and when there is a possibility of flooding, there is a possibility of flooding. The purpose is to be able to respond quickly to all of certain objects. Another object of the present invention is to prevent troubles in normal life when there is no need to block water. Further, it is an object of the present invention to increase the dependence of the performance of the product of the present invention on the performance of the product of the present invention without being influenced by the skill of an operator who assembles the water shielding effect, and to obtain a stable effect even if any number of workers construct the product.
[0005]
[Means for Solving the Problems]
In order to solve the above problems, the present invention employs the following means.
[0006]
The water-impervious wall according to claim 1, wherein the water-impervious panel receiver is installed in a line on the ground, and the plurality of support columns are provided at intervals along the installation line of the water-impervious panel receiver. And the detachable strut built on the strut-building base, and the detachable impermeable panel installed on the impermeable panel receiver and supported by the strut. .
[0007]
With such a configuration, a water-impervious wall can be constructed by assembling a plurality of members, thereby preventing inundation.
[0008]
The impermeable wall according to claim 2 is the impermeable wall according to claim 1, wherein the impermeable panel receiver and the support-building base do not protrude upward from the ground or flush with the ground. It is characterized by being installed below.
[0009]
With such a configuration, when the column and the impermeable panel are removed, there can be no protrusion on the ground surface.
[0010]
The impermeable wall according to claim 3 is the impermeable wall according to claim 1 or 2, wherein a first sealing member is provided on a joint surface between the impermeable panel receiver and the impermeable panel. It is characterized by:
[0011]
With such a configuration, it is possible to prevent water leakage from the junction between the water-impervious panel receiver and the water-impervious panel, enhance the water-impervious effect, and eliminate errors in assembling the members.
[0012]
The impermeable wall according to claim 4 is the impermeable wall according to any one of claims 1 to 3, wherein a second sealing member is provided on a joint surface between the support and the impermeable panel. It is characterized by being provided.
[0013]
With such a configuration, it is possible to prevent water leakage from the joint between the support and the water-impervious panel, enhance the water-impervious effect, and eliminate an error in assembling the members.
[0014]
In the method for installing a water-impervious wall according to claim 5, the water-impervious panel receiver is installed in advance in a line on the ground, and a plurality of pillar-supporting foundations are spaced apart along the installation line of the water-impervious panel receiver. Install it,
When water impermeability is required, a support is attached to the support base, and a water-impervious panel is installed on the water-impervious panel receiver and supported by the support,
Usually, the support is removed from the support-building base, and the impermeable panel is removed from the impermeable panel receiver.
[0015]
With such a configuration, the strut and the impermeable panel can be detached, so that the strut and the impermeable panel can be removed when there is no need for impervious water. Only simple work of assembling the members can be performed.
[0016]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the impermeable wall and the method for installing the impermeable wall according to the present invention will be described with reference to the drawings. In the present embodiment, the water shielding area A is prevented from being flooded.
[0017]
As shown in FIG. 1, the impermeable panel receiver 1 is installed in a line on the ground so as to surround the impermeable area A. As shown in FIG. 2, a groove 1 a is provided at an upper portion of the water-impervious panel receiver 1 along the installation direction of the water-impervious panel receiver 1 in a width of the thickness of the water-impervious panel 4.
[0018]
As shown in FIG. 1, a plurality of pillar-supporting bases 2 are installed along the installation direction of the water-impervious panel receiver 1 with a distance corresponding to a substantially width dimension of the water-impervious panel 4. In addition, as shown in FIG. 3A, the pillar-supporting base 2 is installed flush with the ground or below the ground so that the upper part does not protrude from the ground. As shown in FIG. 2, the support base 2 includes a foundation 2a and a C-shaped channel 2b. The C-shaped channel 2b is provided on the upper part of the foundation 2a along the installation direction of the impermeable panel receiver 1. The base 2a is made of a material having a weight enough to support the column 3.
[0019]
As shown in FIG. 1, a column 3 is attached to an upper portion of the column-building base 2. As shown in FIG. 2, the column 3 includes a columnar member 3a and a hook member 3b. On the side surface of the columnar member 3a, a groove 3c extending in the vertical direction with the width of the thickness of the water-blocking panel 4 is provided. I have. A seal member 10d is attached to the bottom surface of the cylindrical member 3a, and a spiral hole 3d that is paired with the bolt 9 is provided on the top end surface. A hanging member 3b is attached to the side surface of the leg of the columnar member 3a. The hanging member 3b is attached to the cylindrical member 3a in a direction rotated by 90 degrees on both sides around the center of the cylindrical member 3a from the direction of the groove 3c provided on the side surface of the cylindrical member 3a, and is firmly attached to the cylindrical member 3a. Are joined. The cylindrical member 3a is made of a rod-shaped material having strength enough to withstand water pressure, and the seal member 10d is made of a member having elasticity and excellent water resistance.
[0020]
At the head of the columnar member 3a, there is attached an extension column 5a which can be extended and contracted in directions rotated by 90 degrees to both sides from the direction of the groove 3c provided on the side surface of the columnar member 3a with the center of the columnar member 3a as a center point. Have been. The stay 5a is provided at an angle of 45 degrees from the side of the head of the support 3 toward the ground, and a ground plate 5b is provided on the leg of the stay 5a. A horizontal connecting member 6 is attached to the stay 5a at a right angle by a connecting clamp 7.
[0021]
As shown in FIG. 1, a water impermeable panel 4 is attached between two adjacent columns 3 along the installation direction of the water impermeable panel receiver. As shown in FIG. 3 (b), a first seal member 10a is attached to the lower edge of the water-impervious panel 4, and as shown in FIG. 10b, and a seal member 10c is attached to the upper edge as shown in FIG. The water-blocking panel 4 is a plate-shaped member having strength enough to withstand water pressure and having excellent water resistance. Each of the seal members 10a, 10b, and 10c is a member of the same quality as the seal member 10d.
[0022]
As shown in FIG. 2, a holding member 8 is attached above the water shielding panel 4, and the holding member 8 is a horizontally long member having a U-shaped cross section that sandwiches the water shielding panel 4 from the top and front and rear surfaces. is there. Further, at both ends of the holding member 8, there are extension pieces to be hooked on the columns 3, and the extension pieces are formed with spiral holes 8a through which bolts 9 pass.
[0023]
Next, a method of installing a water-impervious wall using the above-described water-impervious panel receiver 1, the support base 2, the support 3, and the water-impervious panel 4 will be described.
[0024]
In advance, as shown in FIGS. 3A and 3B, the water-impervious panel receiver 1 and the pillar-supporting base 2 are flush with the ground or below the ground so as not to project upward from the ground. In a predetermined position in this way.
[0025]
When it is necessary to impermeate the water, first, the support 3 is attached to the support base 2. As shown in FIG. 5A, the leg of the column 3 is inserted into the C-shaped channel 2b in a direction in which the mounting direction of the hanging member 3b is the same as the installation direction of the C-shaped channel 2b. Next, as shown in FIG. 5 (b), the support 3 is rotated by 90 degrees so that the stay 5 is directed toward the impermeable area A, and the support 3 is moved by the hanging member 3b in the C-shaped channel 2b. Fix it.
[0026]
As shown in FIG. 3 (a), the stay 5a provided on the support 3 is extended and contracted, and the length thereof is adjusted and fixed so that the ground plate 5b is horizontally grounded on the ground surface. The connecting member 6 is fixed to the leg of the stay column 5a using a connecting clamp so as to be parallel to the installation direction of the impermeable panel receiver. A plurality of adjacent stay columns 5a are connected via the one horizontal connecting member 6.
[0027]
Next, as shown in FIG. 1, the impermeable panel 4 is erected vertically between two adjacent columns 3. As shown in FIG. 2, the water-impervious panel 4 is fitted into the groove 1 a on the upper part of the water-impervious panel receiver 1, and the water-impervious panel 4 is fitted into the groove 3 c on the side surface of the column 3 to support it.
[0028]
Further, the holding member 8 is fitted into the upper part of the water-shielding panel 4 built in the water-shielding panel receiver 1, and the extension piece 8 a at the tip of the holding member 8 is placed on the top end surface of the support 3, and the adjacent holding member 8 The two extension pieces 8 a are overlapped and fastened together with the support 3 by the bolt 9, thereby fixing the support 3 and the impermeable panel 4.
[0029]
When the water imperviousness is required by the above configuration, each member is assembled and the impermeable wall is installed around the impermeable area A. Thereby, the water shielding area A can be protected from flooding.
[0030]
On the other hand, when there is no need for water imperviousness, the support column 3, the water impervious panel 4, the stay column 5a, the grounding plate 5b, the horizontal connecting member 6, the connecting clamp 7, the pressing member 8, and the bolt 9 are disassembled and removed. And store it in another location. Since the water-impervious panel receiver 1 and the column-supporting base 2 are installed flush with or below the ground surface, removal of other members does not hinder normal life.
[0031]
Sealing members 10a and 10b are provided on the joint surfaces between the water-impervious panel receiver 1 and the water-impervious panel 4, the support 3 and the support-building base 2, the support 3 and the water-impervious panel 4, the water-impervious panel 4 and the holding member 8, respectively. 10c and 10d are provided. With this seal member, errors in assembling the members can be eliminated, and the elasticity of the seal members allows the members to come into close contact with each other, thereby enhancing the water stopping effect.
[0032]
Furthermore, assuming a case in which water is leaked due to the loss of the water-impervious panel 4 and the sealing members 10a, 10b, 10c, and 10d, as shown in FIG. Then, a pot place 11 is provided at a key point. Water is collected by taking a gradient toward the kamaba 11, and the water collected in the kamaba 11 is discharged to the outside of the impermeable area A by a drain pump (not shown).
[0033]
Although the embodiment according to the present invention has been described above, the present invention is not limited to the above-described embodiment, and can be appropriately changed without departing from the gist of the present invention. For example, in the above-described embodiment, the stay pillar 5a is provided to prevent the support pillar 3 from falling down due to water pressure. If it is impossible to install the stays 5a, the depth of the pillars 3 can be deepened and the allowable stress of the pillars 3 can be increased, so that the stays 5a and the horizontal connecting members 6 can be omitted. Regarding the method of attaching the column 3, the leg of the column 3 is formed in a spiral shape, and a pair of spiral holes is provided in the column 2, and the leg of the column 3 is attached to the spiral hole. The fixing method may be used.
[0034]
【The invention's effect】
As described above, the impermeable wall according to the present invention includes the impermeable panel receiver installed in a line on the ground and the plurality of support columns provided at intervals along the installation direction of the impermeable panel receiver. It can be constructed by assembling a base that can be installed, a detachable support built on the support base, and a removable water-impervious panel that is installed on the water-impervious panel receiver and supported by the support. Easy installation and removal. Therefore, when water impermeability is required, it is possible for a small number of people to take measures against flooding in a short period of time, and when not necessary, the props and impermeable panels are removed. Since it is installed flush with or below the ground so that it does not protrude upward, there is no hindrance to normal life.
[0035]
Further, since the first sealing member is provided on the joint surface between the water-impervious panel receiver and the water-impervious panel, it is possible to prevent water leakage from the joint surface between the water-impervious panel receiver and the water-impervious panel, Errors in assembly can be eliminated. As a result, the water stopping effect can be enhanced, so that a stable effect can be obtained regardless of the skill of the worker.
[Brief description of the drawings]
FIG. 1 is a layout diagram illustrating a configuration of an embodiment of a water impermeable wall according to the present invention.
FIG. 2 is an exploded perspective view illustrating each member of the embodiment of the impermeable wall of the present invention.
FIG. 3A is a cross-sectional view illustrating a support and a support-building base of an embodiment of a water-impervious wall according to the present invention, and FIG. 3B is a water-impervious panel according to an embodiment of the present invention. FIG. 3 is a cross-sectional view illustrating a water-impervious panel receiver.
FIG. 4 is a plan view illustrating a support and a water-impervious panel according to an embodiment of the water-impervious wall of the present invention.
FIG. 5 (a) is an assembly view for explaining a situation in which a support is inserted into a support-building base of an embodiment of a water-impervious wall according to the present invention, and (b) is an embodiment of a water-impervious wall according to the present invention. It is an assembly drawing explaining the situation which fixes a support | pillar to a support | pillar building base.
[Explanation of symbols]
DESCRIPTION OF REFERENCE NUMERALS 1 water-shielding panel receiver 1a groove above water-shielding panel receiver 2 support base 2a foundation 2b C-shaped channel 3 support 3a cylindrical member 3b hanging member 3c groove 3d on side surface of cylindrical member 3d spiral hole 4 at top end surface of cylindrical member Water panel 5a Pillar 5b Grounding plate 6 Horizontal connecting member 7 Connecting clamp 8 Holding member 8a Helical holes 9 at both ends of holding member Bolt 10a First seal member 10b Second seal member 10c Seal member 10d Seal member A area

Claims (5)

地面にライン状に設置された遮水パネル受けと、該遮水パネル受けの設置ラインに沿って間隔をあけて設けられた複数の支柱建込土台と、該支柱建込土台に建てられる着脱可能な支柱と、前記遮水パネル受け上に設置されるとともに前記支柱によって支持される着脱可能な遮水パネルを備えてなる遮水壁。A seepage control panel receiver installed in a line on the ground, a plurality of support bases provided at intervals along the installation line of the seepage control panel receiver, and a detachable built on the support base And a detachable water-impervious panel installed on the water-impervious panel receiver and supported by the support. 請求項1記載の遮水壁において、
前記遮水パネル受けと前記支柱建込土台は、地面から上方へ突出しないよう、地面と面一にまたは地面より下方に設置されていることを特徴とする遮水壁。
In the impermeable wall according to claim 1,
The water-impervious wall, wherein the water-impervious panel receiver and the support base are installed flush with or below the ground so as not to protrude upward from the ground.
請求項1または2記載の遮水壁において、
前記遮水パネル受けと前記遮水パネルの接合面には、第1のシール部材が設けられていることを特徴とする遮水壁。
The impermeable wall according to claim 1 or 2,
A water-blocking wall, wherein a first seal member is provided on a joint surface between the water-blocking panel receiver and the water-blocking panel.
請求項1〜3のいずれか一項に記載の遮水壁において、
前記支柱と前記遮水パネルとの接合面には、第2のシール部材が設けられていることを特徴とする遮水壁。
The impermeable wall according to any one of claims 1 to 3,
A watertight wall, wherein a second sealing member is provided on a joint surface between the support and the watertight panel.
予め、遮水パネル受けを地面にライン状に設置するとともに、支柱建込土台を前記遮水パネル受けの設置ラインに沿って間隔をあけて複数取り付けておき、
遮水が必要となるときに、支柱を前記支柱建込土台に取り付け、遮水パネルを前記遮水パネル受けの上に設置するとともに前記支柱によって前記遮水パネルを支持し、
常時は、前記支柱を前記支柱建込土台から撤去するとともに、前記遮水パネルを前記遮水パネル受けから撤去することを特徴とする遮水壁の設置方法。
In advance, while installing the impervious panel receiver on the ground in a line shape, a plurality of support columns are installed at intervals along the installation line of the impervious panel receiver,
When water impermeability is required, a support is attached to the support erection foundation, a water impervious panel is installed on the water impervious panel receiver, and the water impervious panel is supported by the support,
A method of installing a water-impervious wall, comprising: always removing the support from the support-building base and removing the water-impervious panel from the water-impervious panel receiver.
JP2002224795A 2002-08-01 2002-08-01 Impervious wall and its setting method Withdrawn JP2004068271A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002224795A JP2004068271A (en) 2002-08-01 2002-08-01 Impervious wall and its setting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002224795A JP2004068271A (en) 2002-08-01 2002-08-01 Impervious wall and its setting method

Publications (1)

Publication Number Publication Date
JP2004068271A true JP2004068271A (en) 2004-03-04

Family

ID=32012656

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002224795A Withdrawn JP2004068271A (en) 2002-08-01 2002-08-01 Impervious wall and its setting method

Country Status (1)

Country Link
JP (1) JP2004068271A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010111993A (en) * 2008-10-10 2010-05-20 Hayashi Bussan Hatsumei Kenkyusho:Kk Method for raising bank
JP2010168891A (en) * 2008-12-24 2010-08-05 Kobe Steel Ltd Sediment capture member for erosion control dam
WO2016080905A1 (en) * 2014-11-18 2016-05-26 Parafoil Design & Engineering Pte Ltd A flood barrier
CN114150619A (en) * 2021-11-29 2022-03-08 山东省水利科学研究院 Hydraulic engineering flood prevention device and using method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010111993A (en) * 2008-10-10 2010-05-20 Hayashi Bussan Hatsumei Kenkyusho:Kk Method for raising bank
JP2010168891A (en) * 2008-12-24 2010-08-05 Kobe Steel Ltd Sediment capture member for erosion control dam
WO2016080905A1 (en) * 2014-11-18 2016-05-26 Parafoil Design & Engineering Pte Ltd A flood barrier
CN107208428A (en) * 2014-11-18 2017-09-26 百立富设计与工程私营有限公司 Flood barriers
US10352095B2 (en) 2014-11-18 2019-07-16 Parafoil Design & Engineering Pte Ltd Flood barrier
CN114150619A (en) * 2021-11-29 2022-03-08 山东省水利科学研究院 Hydraulic engineering flood prevention device and using method thereof

Similar Documents

Publication Publication Date Title
US8434967B2 (en) Water shielding barrier
US7364385B1 (en) Protective flood barrier
KR101715144B1 (en) Flood overflow prevention apparatus and construction method of the same
US20080224022A1 (en) Method for Introducing Vertical Built-In Parts Into Structures Erected with a Sliding Formwork, Particularly in Annular Concrete Walls, and Device for Performing the Method
KR101886151B1 (en) Retaining wall structure and construction method thereof
KR101022841B1 (en) Wave pattern steel beam or cutting pattern steel beam having a temporary coffer dam
KR20100008491A (en) Temporary structure for land-side protection wall
KR101328907B1 (en) Wall construction structure in which wale angle is adjustable
KR100566721B1 (en) Prefab type land-side protection wall device
JP2004068271A (en) Impervious wall and its setting method
JP2015055060A (en) Inundation prevention device
KR20190108739A (en) Safety handrail for beam table form
JP2017141601A (en) Waterproof device and waterproof method
KR101127475B1 (en) Device for connecting wales
KR20230046923A (en) A Section Reducing Member and a Fixing Frame for Concrete Structure and a Construction Method thereof
KR102104964B1 (en) Horizontal control device of fence post for safety guardrail
KR20130065941A (en) Arch type system scaffolding and the construction method of the same
ES2253481T3 (en) PROCEDURE AND INSERTION FENCE FOR THE INSTALLATION OF A BOX DOOR OF AN ELEVATOR INSTALLATION.
JP4491390B2 (en) Formwork panel structure for foundation
JPH11182051A (en) Temporary fence
KR20090095459A (en) Temporary building for an excavation site of rerics
WO2019038239A1 (en) Forming method and apparatus
CN218815439U (en) Tunnel step under building site is with combination formula
KR200162028Y1 (en) Tying device for shoring forms
JP4690805B2 (en) Rainwater storage facility

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20051004