JP2886123B2 - Building water barrier - Google Patents
Building water barrierInfo
- Publication number
- JP2886123B2 JP2886123B2 JP30959195A JP30959195A JP2886123B2 JP 2886123 B2 JP2886123 B2 JP 2886123B2 JP 30959195 A JP30959195 A JP 30959195A JP 30959195 A JP30959195 A JP 30959195A JP 2886123 B2 JP2886123 B2 JP 2886123B2
- Authority
- JP
- Japan
- Prior art keywords
- weir plate
- building
- members
- water
- weir
- 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.)
- Expired - Lifetime
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、洪水等が発生した
場合に建物等の内部に水が侵入しないように防護するた
めの建物の遮水装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-blocking device for a building for protecting a building or the like from entering water when a flood or the like occurs.
【０００２】[0002]
【従来の技術】従来、洪水時に水が建物等の内部に侵入
しないようにするためには、通常土のうが使用されてい
る。2. Description of the Related Art Conventionally, a sandbag is usually used to prevent water from entering a building or the like during a flood.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、従来の
土のうでは、設置に手間がかかり、遮水効果も万全では
なかった。However, in the conventional sandbags, installation was troublesome and the water blocking effect was not perfect.
【０００４】本発明は、上記事情に鑑みてなされたもの
で、簡単な操作で、かつ、遮水効果を高くすることがで
きる建物の遮水装置を提供することを目的とする。The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a water-blocking device for a building that can be easily operated and can increase the water-blocking effect.
【０００５】[0005]
【課題を解決するための手段】本願の請求項１記載の建
物の遮水装置は、地面にほぼ鉛直に埋設される複数の筒
状の地下埋設部材と、各地下埋設部材にほぼ同軸状に出
没自在に挿入された支柱部材と、各支柱部材のうち隣接
する支柱部材に互いに対向するように形成されたスリッ
トと、隣接する支柱部材のスリット間に挿入される堰板
と、前記支柱部材の上端に設けられ前記堰板を上方から
押圧する押圧手段とを備える。According to a first aspect of the present invention, there is provided a water shielding apparatus for a building, wherein the plurality of cylindrical underground buried members are buried substantially vertically in the ground, and the underground buried members are substantially coaxial. A column member inserted so as to be able to protrude and retract, a slit formed so as to face an adjacent column member among the column members, a weir plate inserted between slits of the adjacent column members, and Pressing means provided at the upper end for pressing the dam plate from above.
【０００６】本願の請求項２記載の建物の遮水装置は、
請求項１記載の建物の遮水装置において、前記堰板の端
部に前記スリット内に挿入されて、前記スリットと堰板
との水密性を高める堰板側面シール部材が取り付けられ
ていることを特徴とする。According to a second aspect of the present invention, there is provided a water shielding device for a building.
2. The water-blocking device for a building according to claim 1, wherein an end portion of the weir plate is provided with a weir plate side seal member that is inserted into the slit to increase watertightness between the slit and the weir plate. Features.
【０００７】本願の請求項３記載の建物の遮水装置は、
請求項１又は２記載の建物の遮水装置において、前記堰
板が上下方向に複数に分割されて構成され、上下方向に
隣接する堰板の下端及び上端には互いに嵌合する凸部ま
たは凹部が形成されていることを特徴とする。According to a third aspect of the present invention, there is provided a waterproofing device for a building,
3. The water shielding device for a building according to claim 1, wherein the weir plate is divided into a plurality of members in the up-down direction, and the lower end and the upper end of the vertically adjacent weir plate are fitted to each other. Is formed.
【０００８】本願の請求項４記載の建物の遮水装置は、
請求項３記載の建物の遮水装置において、前記凸部又は
凹部に分割された堰板どうしの水密性を高める堰板上下
端シール部材が設けられていることを特徴とする。According to a fourth aspect of the present invention, there is provided a water shielding device for a building.
In a third aspect of the present invention, there is provided a water shielding device for a building, wherein upper and lower end sealing members are provided for improving watertightness of the weir plates divided into the convex portions or the concave portions.
【０００９】[0009]
【発明の実施の形態】以下に、図面を参照して、本発明
の実施の形態の建物の遮水装置について説明する。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a water blocking device for a building according to an embodiment of the present invention.
【００１０】図２に示すように本建物の遮水装置１は、
建物Ｔの周りを閉鎖ループ状に配置されるものである。[0010] As shown in FIG.
It is arranged in a closed loop around the building T.
【００１１】本建物の遮水装置１は、図１に示すよう
に、地面にほぼ鉛直に埋設される複数の筒状の地下埋設
部材２と、各地下埋設部材２にほぼ同軸状に出没自在に
挿入された支柱部材３と、各支柱部材３のうち隣接する
支柱部材３に互いに対向するように形成されたスリット
４と、隣接する支柱部材３のスリット４間に挿入される
堰板５と、前記支柱部材３の上端に設けられ前記堰板を
上方から押圧する押圧手段６とを備える。As shown in FIG. 1, a water-blocking device 1 of the present building has a plurality of cylindrical underground burying members 2 buried almost vertically in the ground, and is capable of protruding and retracting substantially coaxially with each underground burying member 2. And the slits 4 formed so as to oppose the adjacent pillar members 3 of the respective pillar members 3, and the weir plate 5 inserted between the slits 4 of the adjacent pillar members 3. And pressing means 6 provided at the upper end of the support member 3 and pressing the dam plate from above.
【００１２】前記堰板５は、上下方向に複数に分割され
て構成されている。また、各堰板５の端部には、図３
（ａ）に示すように、前記スリット４内に挿入されて前
記スリット４と堰板５との水密性を高める三角形状の堰
板側面シール部材７が取り付けられている。図３（ｂ）
に示すように、上下方向に隣接する堰板５の下端及び上
端には互いに嵌合する凸部９または凹部８が形成されて
いる。図４に示すように、前記凹部８内に分割された堰
板どうしの水密性を高める堰板上下端シール部材１０が
設けられている。The weir plate 5 is divided into a plurality in the vertical direction. In addition, at the end of each weir plate 5, FIG.
As shown in FIG. 2A, a triangular-shaped side wall sealing member 7 which is inserted into the slit 4 and increases the watertightness between the slit 4 and the weir plate 5 is attached. FIG. 3 (b)
As shown in FIG. 5, a convex portion 9 or a concave portion 8 that fits with each other is formed at the lower end and the upper end of the vertically adjacent weir plate 5. As shown in FIG. 4, the upper and lower end seal members 10 for increasing the watertightness of the divided weir plates in the recess 8 are provided.
【００１３】前記押圧手段は次のように構成される。す
なわち、図５及び図６に示すように、支柱部材３の上端
には、ほぼ中央部に雌ねじ部１１が形成されたナット部
材１２が溶接等により固定されており、このナット部材
１２の雌ネジ部１１には、図１に示すように、ボルト１
３が螺合されるようになっている。また、このボルト１
３とナット部材１２との間には、前記堰板５を上方から
押圧するための押圧アーム１５が介装されている。The pressing means is constituted as follows. That is, as shown in FIGS. 5 and 6, a nut member 12 having a female screw portion 11 formed substantially at the center is fixed to the upper end of the column member 3 by welding or the like. As shown in FIG.
3 is screwed. Also, this bolt 1
A pressing arm 15 for pressing the dam plate 5 from above is interposed between the nut 3 and the nut member 12.
【００１４】なお、第１図の符号１６は、建物の入口に
配置される門である。Reference numeral 16 in FIG. 1 denotes a gate disposed at the entrance of the building.
【００１５】次に、本実施の形態の建物の遮水装置の使
用方法および作用について説明する。Next, a description will be given of a method of using and a function of the waterproofing device for a building according to this embodiment.
【００１６】まず、地下埋設部材２から支柱部材３を引
き出し、支柱部材３のスリット４内に堰板５を順次挿入
する。この際、堰板側面シール部材と支柱部材３の内面
とが密着して水密性が確保される。上下に隣接する堰板
５はこれらに形成した凹部８と凸部９とが嵌合し、か
つ、凸部９と堰板上下端シール部材１０とが密着して水
密性が確保される。First, the support member 3 is pulled out from the underground buried member 2, and the weir plate 5 is sequentially inserted into the slit 4 of the support member 3. At this time, the sealing member on the side surface of the weir plate and the inner surface of the support member 3 are in close contact with each other, so that watertightness is ensured. Concave portions 8 and convex portions 9 formed in the vertically adjacent weir plates 5 are fitted with each other, and the convex portions 9 and the upper and lower end seal members 10 of the weir plates are in close contact with each other to ensure watertightness.
【００１７】次に、前記支柱部材３の上部に押圧アーム
１５を配置し、ボルト１３をナット部材１２の雌ネジ部
１１に螺合する。これにより、押圧アーム１５は下方に
移動し堰板５を下方に押圧する。これにより、凸部９と
堰板上下端シール部材１０とが密着してさらに高い水密
性が確保することができる。Next, a pressing arm 15 is disposed above the column member 3, and the bolt 13 is screwed into the female screw portion 11 of the nut member 12. Thereby, the pressing arm 15 moves downward and presses the dam plate 5 downward. Thereby, the convex part 9 and the upper and lower end seal members 10 of the weir plate are in close contact with each other, and higher watertightness can be secured.
【００１８】上記した手順で建物Ｔを取り囲むように、
建物の遮水装置１を配置する。堰板５自体や押圧アーム
１５等は軽量であるので、配置する手間が、土のうを積
み上げる場合に比べて極めて少なくてすむ。また、輸送
費も少なくてすみ、短時間で準備できる。In order to surround the building T in the above procedure,
The waterproofing device 1 of the building is arranged. Since the weir plate 5 itself, the pressing arm 15 and the like are light in weight, the time and effort for disposing them is extremely small as compared with the case where the sandbags are piled up. In addition, transportation costs can be reduced and preparation can be made in a short time.
【００１９】次に、建物の遮水装置１を撤収する場合に
ついて説明する。上記した手順とは逆の手順により、押
圧アーム１５、堰板５を取り去る。そして、支柱部材３
を下降させて支柱部材３を地下埋設部材２の中空部内に
収納する。このように、支柱部材３は地下埋設部材２内
に収納されるので、通常の人に出入りに支障がない。Next, a case where the water shielding device 1 of the building is withdrawn will be described. The pressing arm 15 and the weir plate 5 are removed by a procedure reverse to the above procedure. And the support member 3
Is lowered, and the support member 3 is stored in the hollow portion of the underground buried member 2. As described above, since the column member 3 is housed in the underground buried member 2, there is no obstacle to ordinary people going in and out.
【００２０】[0020]
【発明の効果】以上説明したように、本発明の建物の遮
水構造によれば、地面にほぼ鉛直に埋設される複数の筒
状の地下埋設部材と、各地下埋設部材にほぼ同軸状に出
没自在に挿入された支柱部材と、各支柱部材のうち隣接
する支柱部材に互いに対向するように形成されたスリッ
トと、隣接する支柱部材のスリット間に挿入された堰板
と、前記支柱部材の上端に設けられ前記堰板を上方から
押圧する押圧手段とを備えたので、簡単な操作で、か
つ、遮水効果を高くすることができる。As described above, according to the water-blocking structure of a building of the present invention, a plurality of cylindrical underground buried members buried almost vertically on the ground and substantially coaxial with each underground buried member. A column member inserted so as to be able to protrude and retract, a slit formed to be opposed to an adjacent column member among the column members, a weir plate inserted between the slits of the adjacent column members, Since there is provided a pressing means provided at the upper end and pressing the dam plate from above, the water shielding effect can be enhanced by a simple operation.
【図１】本発明の一実施の形態の建物の遮水装置を示す
正面図である。FIG. 1 is a front view showing a water shielding device for a building according to an embodiment of the present invention.
【図２】本発明の一実施の形態の建物の遮水装置を示す
正面図である。FIG. 2 is a front view showing a water blocking device for a building according to an embodiment of the present invention.
【図３】図１の建物の遮水装置に使用される堰板を示す
図である。FIG. 3 is a view showing a weir plate used for a water barrier device of the building of FIG. 1;
【図４】図１の建物の遮水装置の堰板どうしの接合部分
を示す図である。FIG. 4 is a diagram showing a joint portion between dam plates of the water barrier device of the building of FIG. 1;
【図５】図１の建物の遮水装置の一部分の拡大平面図で
ある。FIG. 5 is an enlarged plan view of a part of the waterproofing device of the building of FIG. 1;
【図６】図１の建物の遮水装置の一部分の拡大平面図で
ある。FIG. 6 is an enlarged plan view of a part of the water barrier device of the building of FIG. 1;
１ 建物の遮水装置 ２ 地下埋設物 ３ 支柱部材 ４ スリット ５ 堰板 ６ 押圧手段 DESCRIPTION OF SYMBOLS 1 Water-blocking device of a building 2 Underground buried object 3 Prop member 4 Slit 5 Weir plate 6 Pressing means
Claims (4)
の地下埋設部材と、各地下埋設部材にほぼ同軸状に出没
自在に挿入された支柱部材と、各支柱部材のうち隣接す
る支柱部材に互いに対向するように形成されたスリット
と、隣接する支柱部材のスリット間に挿入される堰板
と、前記支柱部材の上端に設けられ前記堰板を上方から
押圧する押圧手段とを備えた建物の遮水装置。1. A plurality of cylindrical underground burial members buried substantially vertically in the ground, a column member inserted into each underground buried member so as to be able to protrude and retract substantially coaxially, and a column adjacent to each of the column members A slit formed to oppose each other to the member, a weir plate inserted between the slits of adjacent strut members, and a pressing means provided at an upper end of the strut member and pressing the weir plate from above. Water barrier for buildings.
されて、前記スリットと堰板との水密性を高める堰板側
面シール部材が取り付けられていることを特徴とする請
求項１記載の建物の遮水装置。2. A weir plate side seal member inserted into the slit at an end of the weir plate to increase water tightness between the slit and the weir plate. Waterproofing equipment in a building.
構成され、上下方向に隣接する堰板の下端及び上端には
互いに嵌合する凸部または凹部が形成されていることを
特徴とする請求項１又は２記載の建物の遮水装置。3. The weir plate is divided into a plurality of members in a vertical direction, and a lower end and an upper end of a vertically adjacent dam plate are formed with a convex portion or a concave portion to be fitted to each other. The waterproofing device for a building according to claim 1 or 2, wherein
しの水密性を高める堰板上下端シール部材が設けられて
いることを特徴とする請求項３記載の建物の遮水装置。4. The water-blocking device for a building according to claim 3, further comprising a sealing member at the upper and lower ends of the weir plate that enhances watertightness between the weir plates divided into the convex portions or the concave portions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30959195A JP2886123B2 (en) | 1995-11-28 | 1995-11-28 | Building water barrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30959195A JP2886123B2 (en) | 1995-11-28 | 1995-11-28 | Building water barrier |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09144379A JPH09144379A (en) | 1997-06-03 |
| JP2886123B2 true JP2886123B2 (en) | 1999-04-26 |
Family
ID=17994882
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP30959195A Expired - Lifetime JP2886123B2 (en) | 1995-11-28 | 1995-11-28 | Building water barrier |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2886123B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7478314B1 (en) | 2023-03-29 | 2024-05-02 | バンドー化学株式会社 | Flood prevention system and flood prevention method |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2389869A (en) * | 2002-06-17 | 2003-12-24 | Attilio Sorbera | Flood barrier system and method |
| JP2008133602A (en) * | 2006-11-27 | 2008-06-12 | Shimizu Corp | Elevating type wave protecting structure |
| GB2472245A (en) * | 2009-07-30 | 2011-02-02 | Roger Richardson | Flood defence barrier system kit for a domestic dwelling |
| JP2015014184A (en) * | 2013-06-07 | 2015-01-22 | 昌彦 木許 | Storage device |
| JP2021055383A (en) * | 2019-09-30 | 2021-04-08 | 田中鉄筋工業株式会社 | Overflow prevention structure |
-
1995
- 1995-11-28 JP JP30959195A patent/JP2886123B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7478314B1 (en) | 2023-03-29 | 2024-05-02 | バンドー化学株式会社 | Flood prevention system and flood prevention method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09144379A (en) | 1997-06-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP2625341B1 (en) | A floodgate | |
| JP5322241B2 (en) | Building water barrier | |
| KR102489960B1 (en) | Extendable Flexible Flood Barrier | |
| JP2886123B2 (en) | Building water barrier | |
| JP2007113279A (en) | Erectile waterproofing plate device | |
| JPH07173956A (en) | Tide prevention device | |
| KR102424715B1 (en) | The earth retaining structure for pipe construction for worker safety | |
| KR102397608B1 (en) | Material cross connecting device in which the supporting force is improved | |
| JPH1018314A (en) | Ground liquefaction prevention method for directly below structure | |
| JP2958632B2 (en) | Construction method and temporary gate of water stop wall for river construction | |
| JP3174909B2 (en) | Construction method of underwater tunnel and structure of extrusion yard | |
| JP3295180B2 (en) | Construction method of underground continuous wall | |
| JP2958541B2 (en) | Structure of artificial island revetment | |
| CN215925785U (en) | Pedestrian passageway swing gate | |
| JP2004084220A (en) | Roof-unit installing method for assembly structure | |
| JP2004092361A (en) | Inundation preventing device unified with shutter door | |
| FR2716219A1 (en) | Floating breakwater for protecting entrance to port | |
| JP2631428B2 (en) | How to build a building with a basement | |
| NL1011641C2 (en) | Dam for rain or surface water, has web material for dam wall clamped between click fit fastener and fixing profiles | |
| JP3098210B2 (en) | Flexible impermeable joint for gutter pipe | |
| JP3344779B2 (en) | Waterproof structure of handrails | |
| JP2556130Y2 (en) | Construction structure of backfill drainage material | |
| JP2535489Y2 (en) | Connection structure between flexible tube and structure | |
| KR101388231B1 (en) | Temporary installation for land-side protection wall | |
| JP2004092270A (en) | Waterproof device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19990112 |