JP7573791B1 - Waterproofing structure - Google Patents
Waterproofing structure Download PDFInfo
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- JP7573791B1 JP7573791B1 JP2024533921A JP2024533921A JP7573791B1 JP 7573791 B1 JP7573791 B1 JP 7573791B1 JP 2024533921 A JP2024533921 A JP 2024533921A JP 2024533921 A JP2024533921 A JP 2024533921A JP 7573791 B1 JP7573791 B1 JP 7573791B1
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- 238000004078 waterproofing Methods 0.000 title description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 89
- 238000005086 pumping Methods 0.000 claims abstract description 6
- 238000009434 installation Methods 0.000 claims description 36
- 230000002265 prevention Effects 0.000 claims description 17
- 239000002184 metal Substances 0.000 claims description 7
- 238000004891 communication Methods 0.000 claims description 5
- 239000002759 woven fabric Substances 0.000 claims description 5
- 229920000181 Ethylene propylene rubber Polymers 0.000 claims description 3
- 229920001971 elastomer Polymers 0.000 description 28
- 239000000463 material Substances 0.000 description 11
- 238000000034 method Methods 0.000 description 9
- 238000011900 installation process Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 5
- 239000012530 fluid Substances 0.000 description 4
- 239000007788 liquid Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 239000013535 sea water Substances 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000011176 pooling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Barrages (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
堤防(10)に沿って設けた取付部(3)と、取付部の一方側に基端部(2a)が固定され、平板状の折畳み状態から内部にエアーを送り込むことで膨らむ膨張状態に形状変更可能で、膨張状態で堤防の上面よりも上昇した水位の水の流出を防ぐ膨張部材(2)とを含み、膨張部材は、堤防に沿って長い膨張可能な部材よりなり、基端部と、基端部に連続し、膨張状態においてエアーが充填されて湾曲面を有するように膨らむ膨張部材本体(2b)とを備え、折畳み状態において表面が平坦な平板状となり、少なくとも堤防と交差する道路(R)の橋部(B)を含む部分において、取付部は、道路の表面よりも出っ張らず、取付部の上を車両が走行可能に構成する。The device includes an attachment portion (3) provided along the embankment (10), and an expansion member (2) whose base end (2a) is fixed to one side of the attachment portion and which can be changed in shape from a flat folded state to an expanded state in which it inflates by pumping air into it, and which prevents the outflow of water when the water level rises above the top surface of the embankment when in the expanded state, the expansion member being made of a long expandable member that extends along the embankment and having a base end and an expansion member main body (2b) that is continuous with the base end and which is filled with air and inflates to have a curved surface when in the expanded state, and which has a flat surface in the folded state, and at least in a portion including a bridge portion (B) of a road (R) that intersects with the embankment, the attachment portion does not protrude above the surface of the road, allowing vehicles to run on the attachment portion.
Description
本発明は、膨張可能な部材よりなる膨張部材を備えた水防構造及びそれを用いた水防方法に関するものである。 The present invention relates to a waterproof structure equipped with an expansion member made of an expandable material and a waterproof method using the same.
従来、河川、湖の氾濫や海水の陸上浸入に備えて構築された堤防の長手方向に沿い、この堤防の頂面に対をなし堤防の長手方向に沿い所定の間隔を存し列状に埋設された多対の碇着手段と、堤防の長手方向に沿い堤防の頂面に載置され流体の供給により膨張起立し排出により倒伏する可撓性の長袋体と、列状に配設された碇着手段に係留し得る複数の可撓性連結材とを備えた、可撓性長袋体を用いた水防構造は知られている(例えば、特許文献1参照)。Conventionally, a flood control structure using a flexible long bag body has been known, which comprises multiple pairs of anchoring means that are embedded in a row at a specified interval along the length of a levee constructed to protect against the flooding of rivers and lakes and the intrusion of seawater onto land, in pairs on the top surface of the levee along the length of the levee, flexible long bag bodies that are placed on the top surface of the levee along the length of the levee and expand and stand when a fluid is supplied to them and collapse when the fluid is discharged, and a number of flexible connecting members that can be moored to the anchoring means arranged in a row (see, for example, Patent Document 1).
また、特許文献2のように、河川、湖の堤防や住宅地等の防水区域の地面に開閉蓋を有する防水フェンスの収納ボックスを設置し、この収納ボックス内に流体の注入、排出により上下方向に膨張、収縮自在なゴム袋体からなる防水フェンスが収納してあり、この防水フェンスに流体を供給することにより、開閉蓋を開いて防水フェンスを起立伸長させる構成を特徴とする膨張式防水フェンス装置は知られている。Also, as in Patent Document 2, an inflatable waterproof fence device is known in which a waterproof fence storage box with an opening/closing lid is installed on the ground in a waterproof area such as the embankment of a river or lake or in a residential area, and a waterproof fence made of a rubber bag that can be expanded and contracted in the vertical direction by injecting and discharging fluid is stored in this storage box, and by supplying fluid to this waterproof fence, the opening/closing lid opens and the waterproof fence is raised and extended.
しかしながら、従来の防水フェンスは、一般的に河川沿いに設置することを前提としており、河川の橋の架かった道路部分を含めて氾濫を防止することができないので、都市部の小規模河川など、多くの橋が架かっている河川での氾濫防止には使えないという問題がある。同様に、河川の氾濫や急な降雨による下水道の内水氾濫危険時などに対し、建物や敷地などの特に出入り口を含み車両や人が通行する領域の防水には使用できない。However, conventional waterproof fences are generally designed to be installed along rivers, and cannot prevent flooding including road sections over bridges, meaning they cannot be used to prevent flooding in rivers with many bridges, such as small rivers in urban areas. Similarly, they cannot be used to waterproof areas of buildings and premises, particularly areas where vehicles and people pass, including entrances, in the event of a risk of river flooding or inundation of sewer systems due to sudden rainfall.
本発明は、かかる点に鑑みてなされたものであり、その目的とするところは、橋の架かった道路部分や建物又は敷地への出入り口周辺を含めて氾濫を効果的に防ぐことができるようにすることにある。The present invention has been made in consideration of these points, and its purpose is to make it possible to effectively prevent flooding, including in road sections crossed by bridges and around entrances and exits to buildings or sites.
上記の目的を達成するために、この発明では、橋や出入り口に通じる道路又は通路に対して膨張部材とその取付部とを大きな段差なく設けるようにした。 In order to achieve the above objective, the invention provides an expansion member and its mounting part that are arranged without significant steps on the road or passageway leading to the bridge or entrance/exit.
具体的には、第1の発明の水防構造は、
堤防に沿って設けた取付部と、
前記取付部の一方側に基端部が固定され、平板状の折畳み状態から内部にエアーを送り込むことで膨らむ膨張状態に形状変更可能で、前記膨張状態で前記堤防の上面よりも上昇した水位の水の流出を防ぐ膨張部材とを含み、
前記膨張部材は、
前記堤防に沿って長い膨張可能な部材よりなり、
前記基端部と、
前記基端部に連続し、前記膨張状態においてエアーが充填されて湾曲面を有するように膨らむ膨張部材本体とを備え、
前記折畳み状態において表面が平坦な平板状となり、
少なくとも堤防と交差して橋部に至る道路を含む部分において、前記取付部は、前記道路の上面に形成された膨張部材設置用凹部に収容されて前記道路の表面よりも出っ張らず、前記膨張部材設置用凹部に収容された前記取付部及び前記膨張部材の上を車両及び人が通行可能に構成されている。
Specifically, the waterproof structure of the first aspect of the invention comprises:
An attachment section provided along the embankment;
an expansion member having a base end fixed to one side of the mounting portion, capable of changing its shape from a flat folded state to an expanded state by inflating it by pumping air into it, and preventing the outflow of water when the water level rises above the upper surface of the embankment in the expanded state;
The expansion member is
a longitudinal inflatable member extending along said bank;
The base end portion,
an expansion member body that is continuous with the base end portion and is filled with air in the expanded state to expand so as to have a curved surface;
In the folded state, the surface is flat and plate-like,
In at least the portion including the road that intersects with the embankment and leads to the bridge portion, the mounting portion is contained in a recess for installing an expansion member formed on the upper surface of the road and does not protrude above the surface of the road, and is configured to allow vehicles and people to pass over the mounting portion and the expansion member contained in the recess for installing the expansion member.
上記の構成によると、膨張部材設置用凹部に収容された取付部が道路の表面よりも出っ張らないので、橋の手前に設けた場合ででも、車両の走行に差し支えない。膨張部材は、取付部に基端部のみが固定されるので、取付が容易である。また、エアーによって膨張部材が膨張するので、液体に比べて膨張させやすく、平板状の折畳み状態に戻せばよいので、元に戻しやすい。なお、「堤防」とは、一般に、河川、湖の氾濫や海水の侵入を防ぐため、河岸、湖岸、海岸に沿って設けた土石やコンクリート製の構築物を言うが、市街地を流れる小型河川のように、盛土がないような岸の壁部も含む意味である。また、「平坦な板状」とは、完全にフラットな板状だけではなく、滑り止め、排水等のために表面に凹凸が形成された板状を含むという意味である。また、「表面よりも出っ張らず」とは、完全にフラットな状態に限定されず、車や人の通行に支障のあるような出っ張りがないことを意味するものである。 According to the above configuration, the mounting portion accommodated in the recess for installing the expansion member does not protrude from the road surface, so even if it is installed in front of a bridge, it does not interfere with vehicle travel. The expansion member is easy to install because only the base end is fixed to the mounting portion. In addition, since the expansion member is expanded by air, it is easier to expand than liquid, and it is easy to return to its original state because it can be returned to a flat, folded state. Note that the term "embankment" generally refers to a structure made of earth and stone or concrete that is installed along a river bank, lake bank, or coast to prevent flooding of rivers and lakes and intrusion of seawater, but it also includes the wall of a bank that does not have an embankment, such as a small river flowing through an urban area. In addition, "flat plate-like" means not only a completely flat plate-like shape, but also a plate-like shape with unevenness formed on the surface for anti-slip purposes, drainage, etc. In addition, "not protruding from the surface" means that it is not limited to a completely flat state, but does not have any protrusions that would interfere with the passage of cars or people.
第2の発明の水防構造は、
車両や人が出入りする出入り口に至る通路を有する建物又は敷地に沿って設けた取付部と、
前記取付部の一方側に基端部が固定され、平板状の折畳み状態から内部にエアーを送り込むことで膨らむ膨張状態に形状変更可能で、前記膨張状態で上昇した水位の水の流出を防ぐ膨張部材とを含み、
前記膨張部材は、
前記建物又は敷地に沿って長い膨張可能な部材よりなり、
前記基端部と、
前記基端部に連続し、前記膨張状態においてエアーが充填されて湾曲面を有するように膨らむ膨張部材本体とを備え、
前記折畳み状態において表面が平坦な平板状となり、
少なくとも前記出入り口に至る通路を含む部分において、前記取付部は、前記通路の上面に形成された膨張部材設置用凹部に収容されて前記通路の表面よりも出っ張らず、前記膨張部材設置用凹部に収容された前記取付部及び前記膨張部材の上を車両及び人が通行可能に構成されている。
The waterproof structure of the second invention comprises:
A mounting portion provided along a building or site having a passageway leading to an entrance and exit for vehicles and people;
an expansion member having a base end fixed to one side of the mounting portion, capable of changing its shape from a flat folded state to an expanded state by supplying air thereinto, and preventing the outflow of water at a raised water level in the expanded state;
The expansion member is
a length of inflatable member along the building or site;
The base end portion,
an expansion member body that is continuous with the base end portion and is filled with air in the expanded state to expand so as to have a curved surface;
In the folded state, the surface is flat and plate-like,
In at least the portion including the passageway leading to the entrance/exit, the mounting portion is accommodated in a recess for installing an expansion member formed on the upper surface of the passageway and does not protrude above the surface of the passageway, and is configured to allow vehicles and people to pass over the mounting portion and the expansion member accommodated in the recess for installing the expansion member.
上記の構成によると、河川の氾濫や急な降雨による下水道の内水氾濫危険時などに膨張部材を膨張させることで、建物及び敷地が防水される。通常時は、出入り口に至る通路部分において膨張部材が取り付けられた取付部が通路の表面よりも出っ張らないので、取付部及び膨張部材の上を車両及び人が通行可能である。膨張部材は、取付部に基端部のみが固定されるので、取付が容易である。また、エアーによって膨張部材が膨張するので、液体に比べて膨張させやすく、平板状の折畳み状態に戻せばよいので、元に戻しやすい。 According to the above configuration, the building and site are waterproofed by expanding the expansion member when there is a risk of inundation of water in the sewer system due to river flooding or sudden rainfall. Under normal circumstances, the mounting part to which the expansion member is attached in the passageway leading to the entrance does not protrude above the surface of the passageway, allowing vehicles and people to pass over the mounting part and the expansion member. The expansion member is easy to install, as only the base end is fixed to the mounting part. In addition, since the expansion member is expanded by air, it is easier to expand than liquid, and it is easy to return to its original state by simply returning it to its flat, folded state.
第3の発明では、第1又は第2の発明において、
少なくとも堤防と交差して橋部に至る道路を含む部分又は少なくとも出入り口に至る通路を含む部分において、少なくとも折畳み状態の前記膨張部材がカバー部材で覆われており、前記折畳み状態において前記膨張部材を覆う前記カバー部材が前記道路又は前記通路の表面よりも出っ張らず、前記カバー部材の上を車両及び人が通行可能に構成されている。
In a third aspect of the present invention, in the first or second aspect of the present invention,
In at least the portion including the road intersecting the embankment leading to the bridge portion or at least the portion including the passage leading to the entrance/exit, the expansion member at least in the folded state is covered with a cover member, and the cover member covering the expansion member in the folded state does not protrude above the surface of the road or passage, allowing vehicles and people to pass over the cover member.
上記の構成によると、膨張部材がカバー部材で覆われているので、膨張部材の上を直接車両等が通行する場合に比べ、膨張部材が傷みにくく、耐久性が向上する。また、カバー部材が道路や通路の表面から出っ張らないので、車両等の走行に支障を来さない。 According to the above configuration, the expansion member is covered with the cover member, so the expansion member is less likely to be damaged and its durability is improved compared to when vehicles pass directly over the expansion member. In addition, the cover member does not protrude from the surface of the road or passageway, so it does not interfere with the travel of vehicles.
第4の発明では、第1又は第2の発明において、
前記膨張部材設置用凹部は、前記取付部の周辺は深く、前記膨張部材の周辺は浅く形成されている。
In a fourth aspect of the present invention, in the first or second aspect of the present invention,
The expansion member installation recess is formed so that the periphery of the mounting portion is deep and the periphery of the expansion member is shallow.
上記の構成によると、膨張部材に加わる荷重を膨張部材設置用凹部の底面で支持するように構成できると共に、取付部は出っ張らないように構成できる。 According to the above configuration, the load applied to the expansion member can be supported by the bottom surface of the recess for installing the expansion member, and the mounting portion can be configured so as not to protrude.
第5の発明では、第4の発明において、
前記取付部が前記膨張部材設置用凹部の内部で立体形状の取付部カバーで隙間を埋めるように覆われ、前記取付部カバー及び前記膨張部材の上を車両や人が通行可能に構成されている。
In a fifth aspect, in the fourth aspect,
The mounting portion is covered with a three-dimensional mounting portion cover so as to fill the gap inside the expansion member installation recess, and is configured to allow vehicles and people to pass over the mounting portion cover and the expansion member.
上記の構成によると、取付部が、膨張部材設置用凹部の内部で立体形状の取付部カバーで隙間を埋めるように覆われるので、確実に保護されると共に、凹凸が軽減されて車両等の走行時に邪魔になりにくくなる。 According to the above configuration, the mounting portion is covered by a three-dimensional mounting portion cover that fills the gap inside the recess for installing the expansion member, so that it is reliably protected and unevenness is reduced, making it less likely to get in the way when the vehicle is traveling, etc.
第6の発明では、第1又は第2の発明において、
複数の前記膨張部材が長手方向端部で連結される連結部を有する。
In a sixth aspect of the present invention, in the first or second aspect of the present invention,
A plurality of the expansion members have connecting portions at their longitudinal ends.
上記の構成によると、連結部によって所定長さの膨張部材を互いに連結できるので、堤防や建物又は敷地に沿って長い距離でも膨張部材の設置が可能となる。 According to the above configuration, expansion members of a predetermined length can be connected to each other by the connecting parts, making it possible to install the expansion members over long distances along embankments, buildings or sites.
第7の発明では、第6の発明において、
前記連結部は、複数の金属板よりなり、前記複数の金属板により、複数の前記膨張部材の長手方向端部が挟み込まれており、前記連結部が連結部カバーで覆われて凹凸が軽減されると共に、連結部から水が漏れ出すのを防いでいる。
In a seventh aspect, in the sixth aspect,
The connecting portion is made of multiple metal plates, which sandwich the longitudinal ends of the multiple expansion members, and the connecting portion is covered with a connecting portion cover to reduce unevenness and prevent water from leaking from the connecting portion.
上記の構成によると、連結部を剛性の高い金属板にすることで、堅固に膨張部材が連結されると共に、その周りを連結部カバーで覆うことで凹凸が軽減されるだけでなく、膨張時に水が連結部から漏れ出すのを防ぐことができる。 According to the above configuration, by making the connecting part out of a highly rigid metal plate, the expansion member is firmly connected, and by covering the surrounding area with a connecting part cover, not only is unevenness reduced, but water can be prevented from leaking out of the connecting part during expansion.
第8の発明では、第6の発明において、
前記連結部の内部に長手方向に延びる連通用パイプが設けられ、長手方向に隣接する膨張部材間が連通している。
In an eighth aspect, in the sixth aspect,
A communication pipe extending in the longitudinal direction is provided inside the connecting portion, and communicates between adjacent expansion members in the longitudinal direction.
上記の構成によると、長手方向に隣接する膨張部材同士が連通することで、複数の膨張部材を、1つのブロアで同時に膨張させたり、膨張後に1つの真空ポンプで排気させたりすることができる。 According to the above configuration, adjacent expansion members in the longitudinal direction are connected to each other, so that multiple expansion members can be expanded simultaneously with one blower and evacuated with one vacuum pump after expansion.
第9の発明では、第6の発明において、
前記連結部において、前記膨張部材の長手方向端部がシールされた状態で連結されている。
In a ninth aspect, in the sixth aspect,
At the connection portion, the longitudinal ends of the expansion member are connected in a sealed manner.
上記の構成によると、長手方向に隣接する膨張部材を、断面積を変えない状態で密閉状に連結することも可能となる。 According to the above configuration, it is also possible to connect adjacent expansion members in the longitudinal direction in a sealed manner without changing the cross-sectional area.
第10の発明では、第6の発明において、
前記連結部は、帯状部材で構成され、前記帯状部材が隣接する膨張部材の長手方向端部を跨ぐように覆った状態で接着されることにより、膨張部材が連結されている。
In a tenth aspect, in the sixth aspect,
The connecting portion is composed of a strip-shaped member, and the strip-shaped member is bonded to the adjacent expansion members in a state in which it straddles and covers the longitudinal ends of the expansion members, thereby connecting the expansion members.
上記の構成によると、帯状部材で長手方向に隣接する膨張部材同士を連結することで、連結部において膨張部材の膨張時の断面をほぼ均一に保ったまま連結させることができるため、連結部において水が流れ込まない。 According to the above configuration, by connecting adjacent expansion members in the longitudinal direction with a band-shaped member, the cross-sections of the expansion members when expanded at the connecting portion can be maintained almost uniformly, so that water does not flow into the connecting portion.
第11の発明では、第2の発明において、
前記建物又は敷地の角部においても複数の前記膨張部材が連結されている。
In an eleventh aspect, in the second aspect,
A plurality of the expansion members are also connected at the corners of the building or site.
上記の構成によると、膨張部材を膨張させることで、建物や敷地の角部においても水が流れ込まない。 According to the above configuration, by expanding the expansion member, water does not flow into the corners of a building or site.
第12の発明では、第1又は第2の発明において、
前記膨張部材における、前記折畳み状態において上面となる部分には、滑り止め構造が設けられている。
In a twelfth aspect, in the first or second aspect,
An anti-slip structure is provided on a portion of the expansion member that becomes the upper surface in the folded state.
上記の構成によると、人や車両等が膨張部材を通行するときに滑らず安全に通行できる。 With the above configuration, people, vehicles, etc. can pass through the expansion member safely without slipping.
第13の発明では、第12の発明において、
前記滑り止め構造は、凹凸面となっている。
In a thirteenth aspect, in the twelfth aspect,
The anti-slip structure has an uneven surface.
上記の構成によると、簡易な構成で滑り止め効果が得られる。 The above configuration provides a simple anti-slip effect.
第14の発明では、第13の発明において、
前記凹凸面は、排水溝となっている。
In a fourteenth aspect, in the thirteenth aspect,
The uneven surface serves as a drainage groove.
上記の構成によると、膨張部材の表面に水が溜まらず、走行が容易となる。 With the above configuration, water does not accumulate on the surface of the expansion member, making driving easier.
第15の発明では、第14の発明において、
前記排水溝は、前記膨張部材の全幅を横切っている。
In a fifteenth aspect, in the fourteenth aspect,
The drainage groove traverses the entire width of the expansion member.
上記の構成によると、膨張部材表面の水が膨張部材の外側に排出されやすい。 With the above configuration, water on the surface of the expansion member is easily discharged to the outside of the expansion member.
第16の発明では、第14の発明において、
前記排水溝は、前記膨張部材の縦横方向に交差している。
In a sixteenth aspect, in the fourteenth aspect,
The drainage grooves intersect the lengthwise and widthwise directions of the expansion member.
上記の構成によると、膨張部材表面の水がより効果的に膨張部材の外へ排水される。 With the above configuration, water on the surface of the expansion member is more effectively drained outside the expansion member.
第17の発明では、第14の発明において、
前記排水溝は布目構造となっている。
In a seventeenth aspect, in the fourteenth aspect,
The drainage groove has a woven structure.
上記の構成によると、より高い滑り止め効果が得られる。 The above configuration provides a higher anti-slip effect.
第18の発明では、第3の発明において、
前記カバー部材は、水が通過可能な孔部を備えている。
In an eighteenth aspect, in the third aspect,
The cover member has holes through which water can pass.
上記の構成によると、折畳み時にカバー部材表面に水が溜まらないと共に、膨張時には水圧を逃がしやすく、膨張部材に加わる負荷を軽減できる。 With the above configuration, water does not accumulate on the surface of the cover member when folded, and water pressure is easily released when inflated, reducing the load on the inflatable member.
第19の発明では、第18の発明において、
前記カバー部材は、グレーチング部材よりなる。
In a nineteenth aspect, in the eighteenth aspect,
The cover member is made of a grating member.
上記の構成によると、入手性がよく剛性の高いカバー部材が得られる。 The above configuration results in a cover member that is easy to obtain and has high rigidity.
第20の発明では、第3の発明において、
前記カバー部材は、水側に支点を持ち、
前記膨張部材の膨張時に膨張した前記膨張部材に押され、水と反対側に向かって上方へ立ち上がるように構成されている。
In a twentieth aspect, in the third aspect,
The cover member has a fulcrum on the water side,
When the expansion member expands, the pressure vessel is pushed by the expanded expansion member and rises upward toward the side opposite to the water.
上記の構成によると、カバー部材が膨張部材の膨張を阻害せず、カバー部材を開く動作も必要ない。 According to the above configuration, the cover member does not hinder the expansion of the expansion member, and there is no need to open the cover member.
第21の発明では、第3の発明において、
前記カバー部材は、前記膨張部材の幅方向で二分割されており、
二分割された前記カバー部材がそれぞれ水側とその反対側とに支点を有し、
平常時は二分割された前記カバー部材は平坦であり、
前記膨張部材が膨張した際に観音開きするように構成されている。
In a twenty-first aspect, in the third aspect,
The cover member is divided into two in the width direction of the expansion member,
The cover member is divided into two parts, each of which has a fulcrum on the water side and the opposite side,
The cover member divided into two parts is normally flat,
The expansion member is configured to open like a double door when expanded.
上記の構成によると、カバー部材1枚当たりの質量が抑えられて取り扱いやすく、また膨張部材によって自動的に押し上げられて観音開きする。さらに、膨張時のカバー部材の自由端側の高さが高くなりすぎないため、仮に橋側に人が残されていても、カバー部材の上を人が跨ぐことができる。 With the above configuration, the mass of each cover member is kept low, making it easy to handle, and the expansion member automatically pushes it up to open like a double door. Furthermore, the height of the free end of the cover member does not become too high when it expands, so even if someone is left on the bridge side, they can straddle the cover member.
第22の発明では、第3の発明において、
前記カバー部材は、前記膨張部材の表面に接触し、前記カバー部材に加わる荷重が前記膨張部材で支持されるように構成されている。
In a twenty-second aspect, in the third aspect,
The cover member is configured to contact a surface of the expansion member and to support a load applied to the cover member by the expansion member.
上記の構成によると、カバー部材単体で車両の自重等を支持する必要がなくなってカバー部材を軽量化でき、重いカバー部材に加わる水圧を支持しなければならない場合に比べて膨張時の膨張部材の高さを確保しやすい。 According to the above configuration, the cover member does not need to support the vehicle's own weight alone, making the cover member lighter, and it is easier to ensure the height of the expansion member when inflated compared to when the cover member must support the water pressure acting on a heavy cover member.
第23の発明では、第3の発明において、
前記カバー部材は、取り外し可能に構成されている。
In a twenty-third aspect, in the third aspect,
The cover member is configured to be removable.
上記の構成によると、膨張前にカバー部材を取り外すことで、浸水時に水圧を受けるカバー部材に膨張部材が押されることがない。 According to the above configuration, by removing the cover member before inflation, the expansion member is not pushed by the cover member which is subjected to water pressure when flooded.
第24の発明では、第3の発明において、
前記カバー部材は、前記折畳み状態の膨張部材を覆って前記取付部は覆わず、
前記カバー部材及び前記取付部の上を車両や人が通行可能に構成されている。
In a twenty-fourth aspect, in the third aspect,
The cover member covers the expansion member in the folded state but does not cover the mounting portion,
The cover member and the mounting portion are configured to allow vehicles and people to pass over them.
上記の構成によると、カバー部材のサイズを小さくすることができ、また、取付部を凹凸の少ない剛性の高いものとすれば車両が容易に通行できる。 With the above configuration, the size of the cover member can be reduced, and by making the mounting portion highly rigid with few irregularities, vehicles can pass through easily.
第25の発明では、第1又は第2の発明において、
前記膨張部材は、織布で補強されている。
In a twenty-fifth aspect, in the first or second aspect,
The expansion member is reinforced with a woven fabric.
上記の構成によると、織布で補強されていることで、高圧の空気導入時に形状が維持できて大きな水圧に耐えることができる。 According to the above configuration, the woven fabric reinforcement allows the shape to be maintained when high-pressure air is introduced and allows the material to withstand large water pressure.
第26の発明では、第1又は第2の発明において、
前記膨張部材における気室よりも上側のシート部材の剛性が、前記気室よりも下側のシート部材の剛性よりも大きい。
In a twenty-sixth aspect, in the first or second aspect,
The rigidity of the sheet member above the air chamber in the inflatable member is greater than the rigidity of the sheet member below the air chamber.
上記の構成によると、上側の剛性が大きいことで、通常時に膨張部材が浮き上がって凹凸の発生が防止される。 With the above configuration, the rigidity of the upper side is high, which prevents the expansion member from floating up under normal conditions and causing unevenness.
第27の発明では、第1又は第2の発明において、
前記膨張部材における気室よりも上側のシート部材の厚みが、前記気室よりも下側のシート部材の厚みよりも大きい。
In a twenty-seventh aspect, in the first or second aspect,
The thickness of the sheet member above the air chamber in the inflatable member is greater than the thickness of the sheet member below the air chamber.
上記の構成によると、膨張時に水側となる上側の厚みが厚いため、木材や石が当たっても膨張部材が破れにくい。 According to the above configuration, the upper side that faces the water when expanding is thick, so the expansion member is less likely to break even if it is hit by wood or stones.
第28の発明では、第1又は第2の発明において、
前記膨張部材は、エチレンプロピレンゴムのシートを含む。
In a twenty-eighth aspect, in the first or second aspect,
The inflatable member includes a sheet of ethylene propylene rubber.
上記の構成によると、耐候性、耐熱性が高いので、長期間直射日光を浴びても劣化しない。 The above configuration provides high weather resistance and heat resistance, so it will not deteriorate even if exposed to direct sunlight for a long period of time.
第29の発明では、
前記膨張部材の内面に長手方向に延びる溝部、突起部又は中空部が設けられており、前記溝部、前記突起部又は前記中空部により排気時に前記膨張部材のエアーが、前記膨張部材の外部と連通可能な孔部に誘導されるように構成されている。
In the twenty-ninth invention,
A groove, protrusion or hollow portion extending in the longitudinal direction is provided on the inner surface of the expansion member, and the groove, protrusion or hollow portion is configured to guide the air in the expansion member to a hole portion that can communicate with the outside of the expansion member when exhausted.
上記の構成によると、膨張状態から平板状態に戻るときに膨張部材内部のエアーが溝部、突起部又は中空部を通って膨張部材外部へ排出されやすくなる。 According to the above configuration, when the expansion member returns from the expanded state to a flat state, the air inside the expansion member is easily discharged to the outside of the expansion member through the grooves, protrusions or hollow portions.
第30の発明の水防方法は、
堤防と交差して橋部に至る道路を含む部分において、前記道路の表面よりも所定深さだけ深い膨張部材設置用凹部を凹陥し、前記膨張部材設置用凹部の水側に前記堤防に沿って取付部を取り付け、前記取付部に、表面が平坦な平板状の折畳み状態の膨張可能な部材よりなる膨張部材の基端部を固定する膨張部材設置工程と、
前記膨張部材設置用凹部の周縁に前記道路の表面よりも板状のカバー部材の厚さと同程度深いカバー部材用段部を凹陥し、前記カバー部材用段部に前記カバー部材を開閉可能に固定して前記カバー部材が前記道路の表面よりも出っ張らないようにして少なくとも前記膨張部材を覆うカバー部材設置工程と、
水位が上昇したときに、前記膨張部材の膨張部材本体の内部にエアーを送り込み、前記取付部に基端部が固定された状態で膨らませ、前記堤防の上面よりも上昇した水位の水の流出を防ぐ氾濫防止工程とを含む。
A flood prevention method according to the 30th aspect of the present invention comprises:
an expansion member installation process for recessing an expansion member installation recess that is deeper than the surface of the road by a predetermined depth in a section including a road that intersects with the embankment and leads to a bridge section, attaching an attachment part along the embankment to the water side of the expansion member installation recess, and fixing a base end of an expansion member made of a flat, folded, inflatable member having a flat surface to the attachment part;
a cover member installation process in which a cover member step is recessed on the periphery of the expansion member installation recess to a depth approximately equal to the thickness of the plate-shaped cover member below the surface of the road, and the cover member is fixed to the cover member step in an openable and closable manner so that the cover member does not protrude above the surface of the road and covers at least the expansion member;
and a flood prevention process for, when the water level rises, sending air into the inside of the expansion member body of the expansion member, causing it to inflate with its base end fixed to the mounting portion, thereby preventing the outflow of water whose water level has risen above the top surface of the embankment.
上記の構成によると、少なくとも平板状の折畳み状態の膨張部材の基端部を固定すればよいので、膨張部材の取付が容易である。また、膨張部材にエアーを送り込んで膨張させればよいので、液体を送り込む場合に比べて時間が短く、膨張状態から平板状の折畳み状態に戻しやすい。さらに、少なくとも膨張部材の基端部を固定すればよいので、膨張部材の高さを確保しやすく、水の流出を効果的に防止できる。また、膨張部材がカバー部材に覆われているので、膨張部材の上を直接車両等が通行する場合に比べ、膨張部材が傷みにくく、耐久性が向上する。さらに、カバー部材が道路や通路の表面から出っ張らないので、車両等の走行に支障を来さない。なお、取付部がカバー部材に覆われていない場合には、取付部を凹凸が少ない形状にする等により車両や人が通行できるようにすればよい。カバー部材は、膨張部材を膨張させる前に取り外してもよいし、膨張する膨張部材で押し上げるようにしてもよい。According to the above configuration, since it is only necessary to fix at least the base end of the flat-plate-like folded expansion member, the expansion member can be easily attached. In addition, since it is only necessary to pump air into the expansion member to expand it, it takes less time than when liquid is pumped into it, and it is easy to return it from the expanded state to the flat-plate-like folded state. Furthermore, since it is only necessary to fix at least the base end of the expansion member, it is easy to ensure the height of the expansion member, and water leakage can be effectively prevented. In addition, since the expansion member is covered by the cover member, the expansion member is less likely to be damaged and its durability is improved compared to when vehicles, etc. pass directly over the expansion member. Furthermore, since the cover member does not protrude from the surface of the road or passage, it does not interfere with the travel of vehicles, etc. In addition, if the mounting portion is not covered by the cover member, it is sufficient to make the mounting portion have a shape with few projections and recesses so that vehicles and people can pass through it. The cover member may be removed before the expansion member is inflated, or it may be pushed up by the expanding expansion member.
第31の発明の水防方法は、
車両や人が出入りする出入り口に至る通路を有する建物又は敷地において、前記通路の表面よりも所定深さだけ深い膨張部材設置用凹部を凹陥し、前記膨張部材設置用凹部の水側に前記建物又は敷地に沿って取付部を取り付け、前記取付部に、表面が平坦な平板状の折畳み状態の膨張可能な部材よりなる膨張部材の基端部を固定する膨張部材設置工程と、
前記膨張部材設置用凹部の周縁に前記通路の表面よりも板状のカバー部材の厚さと同程度深いカバー部材用段部を凹陥し、前記カバー部材用段部に前記カバー部材を開閉可能に固定して前記カバー部材が前記通路の表面よりも出っ張らないようにして少なくとも前記膨張部材を覆うカバー部材設置工程と、
水位が上昇したときに、前記膨張部材の膨張部材本体の内部にエアーを送り込み、前記取付部に基端部が固定された状態で膨らませ、前記通路の表面よりも上昇した水位の水の流出を防ぐ氾濫防止工程とを含む。
The flood prevention method of the 31st invention comprises:
an expansion member installation process for recessing an expansion member installation recess that is deeper than the surface of the passage by a predetermined depth in a building or site having a passage leading to an entrance through which vehicles and people enter and exit, attaching an attachment part along the water side of the expansion member installation recess along the building or site, and fixing a base end of an expansion member made of a flat, folded, inflatable member having a flat surface to the attachment part;
a cover member installation process in which a cover member step is recessed on the periphery of the expansion member installation recess to a depth approximately equal to the thickness of a plate-shaped cover member that is deeper than the surface of the passage, and the cover member is fixed to the cover member step in an openable and closable manner so that the cover member does not protrude beyond the surface of the passage and covers at least the expansion member;
and a flood prevention process for, when the water level rises, sending air into the inside of the expansion member body of the expansion member, causing it to inflate with its base end fixed to the mounting portion, thereby preventing the outflow of water whose level has risen above the surface of the passage.
上記の構成によると、河川の氾濫や急な降雨による下水道の内水氾濫危険時などに膨張部材を膨張させることで、建物及び敷地が防水される。通常時は、出入り口に至る通路部分において膨張部材が取り付けられた取付部が通路の表面よりも出っ張らないので、取付部及び膨張部材の上を車両及び人が通行可能である。また、膨張部材がカバー部材に覆われているので、膨張部材の上を直接車両等が通行する場合に比べ、膨張部材が傷みにくく、耐久性が向上する。さらに、カバー部材が道路や通路の表面から出っ張らないので、車両等の走行に支障を来さない。なお、取付部がカバー部材に覆われていない場合には、取付部を凹凸が少ない形状にする等により車両や人が通行できるようにすればよい。カバー部材は、膨張部材を膨張させる前に取り外してもよいし、膨張する膨張部材で押し上げるようにしてもよい。 According to the above configuration, the building and site are waterproofed by expanding the expansion member when there is a risk of inundation of the sewer system due to river flooding or sudden rainfall. Under normal circumstances, the mounting part to which the expansion member is attached in the passageway leading to the entrance does not protrude from the surface of the passageway, so vehicles and people can pass over the mounting part and the expansion member. In addition, since the expansion member is covered by the cover member, the expansion member is less likely to be damaged and its durability is improved compared to when vehicles, etc. pass directly over the expansion member. Furthermore, since the cover member does not protrude from the surface of the road or passageway, it does not interfere with the travel of vehicles, etc. If the mounting part is not covered by the cover member, it is sufficient to make the mounting part have a shape with fewer projections and recesses so that vehicles and people can pass over it. The cover member may be removed before the expansion member is expanded, or it may be pushed up by the expanding expansion member.
第32の発明では、第30又は第31の発明において、
前記膨張部材設置工程において、前記取付部の周辺は深く、前記膨張部材の周辺は浅くなるように前記膨張部材設置用凹部を凹陥し、
前記カバー部材設置工程において、少なくとも前記カバー部材の少なくとも水と反対側の自重が前記膨張部材によって支持されるようにカバー部材を設置する。
In a thirty-second aspect, in the thirtieth or thirty-first aspect,
In the expansion member installation step, the expansion member installation recess is recessed so that the periphery of the mounting portion is deep and the periphery of the expansion member is shallow,
In the cover member installation step, the cover member is installed so that at least the weight of the cover member on the side opposite to the water is supported by the expansion member.
上記の構成によると、簡単な構成によってカバー部材の自重を膨張部材によって支持させることができ、また、カバー部材単体で車両の自重等を支持する必要がなくなってカバー部材を軽量化でき、重いカバー部材に加わる水圧を支持しなければならない場合に比べて膨張時の膨張部材の高さを確保しやすい。 According to the above configuration, the weight of the cover member can be supported by the expansion member with a simple configuration, and since there is no need for the cover member alone to support the weight of the vehicle, etc., the cover member can be made lighter, and it is easier to ensure the height of the expansion member when expanded compared to when it is necessary to support the water pressure acting on a heavy cover member.
以上説明したように、本発明によれば、取付部及び膨張部材が堤防や敷地の表面よりも出っ張らないので、その上の車や人の通行が容易となり、橋の架かった道路部分や敷地又は建物の出入り口に至る通路周辺を含めて氾濫を防ぐことができる。As explained above, according to the present invention, the mounting portion and the expansion member do not protrude above the surface of the embankment or site, making it easier for vehicles and people to pass over them and preventing flooding including in the road section over which the bridge is built and around the passages leading to the site or building entrances.
以下、本発明の各実施形態を図面に基づいて説明する。Each embodiment of the present invention will be described below with reference to the drawings.
(実施形態1)
-水防構造-
図1~図6は本発明の実施形態1の水防構造1を示し、この水防構造1は、河川の堤防10に、この堤防10に沿って延びるように設けた取付部3を備えている。取付部3は、河川に合わせ、直線状に設けてもよいし、折れ曲がって設けたり、湾曲して設けたりしてもよい。
(Embodiment 1)
-Waterproof structure-
1 to 6 show a flood control structure 1 according to a first embodiment of the present invention, which includes an attachment portion 3 provided on a river levee 10 so as to extend along the levee 10. The attachment portion 3 may be provided in a straight line, or may be bent or curved in accordance with the river.
なお、「堤防」とは、一般に、河川、湖の氾濫や海水の侵入を防ぐため、河岸、湖岸、海岸に沿って設けた土石やコンクリート製の構築物を言うが、市街地を流れる小型河川のように、盛土がないような岸の壁部も含む意味である。 The term "levee" generally refers to a structure made of earth, stone, or concrete built along a riverbank, lakeshore, or coast to prevent rivers or lakes from flooding or seawater from entering the area, but it also includes the walls of banks that do not have any raised earth, such as those of small rivers flowing through urban areas.
本実施形態では、少なくとも堤防10に、その上面10aによりも所定深さだけ深い膨張部材設置用凹部12が凹陥されている。そして、図2A及び図3に示すように、この膨張部材設置用凹部12の周縁に堤防10の上面10aから、板状のカバー部材5の厚さと同程度の深さのカバー部材用段部13を凹陥する。カバー部材用段部13は、河川側と、道路R側とで平行になるように形成されている。結果として、膨張部材設置用凹部12の深さは、カバー部材5の厚さと、取付部3の厚さとを合わせた深さよりも若干深いもので、本実施形態では、その底面12aは、ほぼ水平となっている。底面12aの形状は、後述するように、これに限定されない。In this embodiment, at least the embankment 10 is recessed with an expansion member installation recess 12 that is deeper than the upper surface 10a by a predetermined depth. Then, as shown in Figures 2A and 3, a cover member step 13 is recessed from the upper surface 10a of the embankment 10 to the periphery of this expansion member installation recess 12, with a depth equivalent to the thickness of the plate-shaped cover member 5. The cover member step 13 is formed so as to be parallel on the river side and the road R side. As a result, the depth of the expansion member installation recess 12 is slightly deeper than the combined depth of the thickness of the cover member 5 and the thickness of the mounting portion 3, and in this embodiment, the bottom surface 12a is approximately horizontal. The shape of the bottom surface 12a is not limited to this, as will be described later.
図2A及び図3に拡大して示すように、取付部3には、膨張部材2の基端部2aが膨張部材設置用凹部12の底面12aとの間に挟み込まれるようにして固定されている。この膨張部材2は、図1Aに示す平板状の折畳み状態から内部にエアーを送り込むことで膨らむ膨張状態(図3参照)に形状変更可能で、膨張状態で堤防10の上面10aよりも上昇した水位の水Wの流出を防ぐことができるようになっている。取付部3の形状は、これに限定されないが、この取付部3を堤防10の上面10aに凹陥した膨張部材設置用凹部12における河川側にアンカーボルト4によって固定される。取付部3及びアンカーボルト4は錆びにくいステンレス鋼などが望ましい。図示しないが、取付部3は、受け部材と、押さえ部材とを有し、これらに相補形状の凹凸が設けられているもので挟持させてもよい。2A and 3, the base end 2a of the expansion member 2 is fixed to the mounting part 3 so as to be sandwiched between the bottom surface 12a of the expansion member installation recess 12. The expansion member 2 can be changed in shape from the flat folded state shown in FIG. 1A to an expanded state (see FIG. 3) in which air is pumped into the inside, and in the expanded state, the water W at a level higher than the upper surface 10a of the embankment 10 can be prevented from flowing out. The shape of the mounting part 3 is not limited to this, but the mounting part 3 is fixed by an anchor bolt 4 to the river side of the expansion member installation recess 12 recessed into the upper surface 10a of the embankment 10. The mounting part 3 and the anchor bolt 4 are preferably made of stainless steel, which is resistant to rust. Although not shown, the mounting part 3 may be sandwiched by a receiving member and a pressing member, which have complementary irregularities.
本実施形態では、少なくとも堤防10と交差する道路Rの橋部Bに至る部分において、取付部3は、道路Rの表面よりも出っ張らず、取付部3の上を車両が走行可能に構成されている。In this embodiment, at least in the portion of the road R that intersects with the embankment 10 leading to the bridge portion B, the mounting portion 3 does not protrude above the surface of the road R, and is configured so that vehicles can travel on the mounting portion 3.
膨張部材2は、堤防10に沿って長いゴム部材よりなる。図2Bに例示するように、このゴム部材は、多層部材よりなり、基端部2aと、湾曲面を有するように膨らむ膨張部材本体2bとを備える。例えば、2層の帆布層31を内面カバーゴム32と外面カバーゴム33とで覆っている。上下の部材は、内面カバーゴム32が接する面において、膨張時に離れやすいように気室となる部分の表面に離型剤が設けられていてもよい。The expansion member 2 is made of a long rubber member that runs along the embankment 10. As shown in FIG. 2B, this rubber member is made of a multi-layered member and has a base end 2a and an expansion member body 2b that expands to have a curved surface. For example, two canvas layers 31 are covered with an inner cover rubber 32 and an outer cover rubber 33. The upper and lower members may have a release agent on the surface of the air chamber where the inner cover rubber 32 comes into contact, so that they can easily separate when expanded.
基端部2aの長さは長くてもよく、取付部3と膨張部材本体2bとの間に板状の膨らまない部分があってもよい。詳しくは図示しないが、例えば、所定位置の基端部2aには、送風機からのエアーを取り入れる取り入れ口2cが設けられている(図6にのみ図示)。この構成は特に限定されないが、この取り入れ口2cは、例えば筒状部材で、膨張部材本体2b(膨張部芯体)の内部と密閉状に連通していればよい。The length of the base end 2a may be long, and there may be a plate-shaped non-inflatable portion between the mounting portion 3 and the expansion member main body 2b. Although not shown in detail, for example, the base end 2a at a predetermined position is provided with an intake port 2c for taking in air from a blower (shown only in FIG. 6). This configuration is not particularly limited, but this intake port 2c may be, for example, a cylindrical member, and may be in communication with the inside of the expansion member main body 2b (expansion section core body) in a sealed manner.
ここで、図2Bに示すように、膨張部材2における気室よりも上側のシート部材(外面カバーゴム33、2層の帆布層31及び内面カバーゴム32)の厚みt1が、気室よりも下側のシート部材(外面カバーゴム33、2層の帆布層31及び内面カバーゴム32)の厚みt2よりも大きくなるように構成してもよい(t1>t2)。そのように構成すれば、膨張時に水側となる上側の厚みt1が厚いため、木材や石が当たっても膨張部材2が破れにくい。2B, the thickness t1 of the sheet members (external cover rubber 33, two canvas layers 31, and inner cover rubber 32) above the air chamber in the expansion member 2 may be configured to be greater than the thickness t2 of the sheet members (external cover rubber 33, two canvas layers 31, and inner cover rubber 32) below the air chamber (t1>t2). With this configuration, the thickness t1 of the upper side that faces the water when inflated is thick, so that the expansion member 2 is less likely to break even if it is hit by wood or stones.
また、膨張部材2における気室よりも上側のシート部材(外面カバーゴム33、2層の帆布層31及び内面カバーゴム32)の剛性が、気室よりも下側のシート部材(外面カバーゴム33、2層の帆布層31及び内面カバーゴム32)の剛性よりも大きくなるように構成してもよい。本実施形態では、上側の外面カバーゴム33の肉厚が厚くなることで上側のシート部材の剛性が高くなっているが、材質を変えて剛性を挙げてもよい。上側の剛性が大きいことで、自重で押さえ込んで通常時に膨張部材が浮き上がって凹凸の発生が防止される。 The rigidity of the sheet members (external cover rubber 33, two canvas layers 31, and internal cover rubber 32) above the air chamber in the expansion member 2 may be configured to be greater than the rigidity of the sheet members (external cover rubber 33, two canvas layers 31, and internal cover rubber 32) below the air chamber. In this embodiment, the rigidity of the upper sheet members is increased by increasing the thickness of the upper external cover rubber 33, but the rigidity may also be increased by changing the material. The greater rigidity of the upper side prevents the expansion member from floating up under normal conditions by being held down by its own weight, thereby preventing the occurrence of unevenness.
膨張部材2は、エチレンプロピレンゴムのシートを含んでいてもよい。そうすれば、耐候性、耐熱性が高いので、長期間直射日光を浴びても劣化しない。The expansion member 2 may include a sheet of ethylene propylene rubber. This provides high weather resistance and heat resistance, so it will not deteriorate even if exposed to direct sunlight for a long period of time.
また膨張部材2は、織布で補強されていてもよい。織布で補強されていることで、高圧の空気導入時に形状が維持できて大きな水圧に耐えることができる。The expansion member 2 may also be reinforced with woven fabric. By being reinforced with woven fabric, it can maintain its shape when high-pressure air is introduced and can withstand large water pressure.
図2A及び図4Aに示すように、膨張部材2は、折畳み状態において、表面が略平坦な板状で膨張部材設置用凹部12に収納されている。本実施形態では、堤防10と交差する道路Rの橋部Bを含む長手方向の連続する領域において、取付部3及び折畳み状態の膨張部材2の全体が平坦なカバー部材5で覆われている。折畳み状態において膨張部材2を覆うカバー部材5が道路Rの表面よりも出っ張らず、カバー部材5の上を車両及び人が通行可能に構成されている。カバー部材5は、平坦なものが望ましいが、多少の凹凸があってもよい。後述する実施形態2のようにカバー部材5は、堤防10と交差する道路Rの橋部Bを含む部分にのみ設けられていてもよい。2A and 4A, in the folded state, the expansion member 2 is stored in the expansion member installation recess 12 in the form of a plate with a substantially flat surface. In this embodiment, the mounting portion 3 and the entire expansion member 2 in the folded state are covered with a flat cover member 5 in a continuous longitudinal area including the bridge portion B of the road R that intersects with the embankment 10. The cover member 5 that covers the expansion member 2 in the folded state does not protrude above the surface of the road R, allowing vehicles and people to pass over the cover member 5. It is preferable that the cover member 5 is flat, but some unevenness may be acceptable. As in the second embodiment described below, the cover member 5 may be provided only in the portion including the bridge portion B of the road R that intersects with the embankment 10.
図1に示すように、カバー部材5は、水が通過可能な孔部を備えている必要がある。折畳み時にカバー部材5の表面に水が溜まらないと共に、膨張時には河川側から流れ込む水の水圧を逃がしやすいようにするためである。As shown in Figure 1, the cover member 5 must have holes through which water can pass. This is to prevent water from pooling on the surface of the cover member 5 when folded, and to make it easier to release the water pressure of water flowing in from the river when inflated.
本実施形態では、カバー部材5は、格子状のグレーチング部材よりなる。グレーチング部材であれば、孔部の割合が多くて水が通過しやすい上、入手性がよく剛性の高いカバー部材5が得られる。In this embodiment, the cover member 5 is made of a lattice-shaped grating member. A grating member has a high proportion of holes, allowing water to pass through easily, and is easy to obtain and provides a highly rigid cover member 5.
図3に示すように、カバー部材5は、取付部3よりも水側に支点(ヒンジ部5a)を持ち、膨張部材2の膨張時に膨張した膨張部材2に押され、陸側に向かって上方へ立ち上がるように構成されている。ヒンジ部5aは、図示しないボルトなどにより、カバー部材用段部13に堅固に固定されている。As shown in Figure 3, the cover member 5 has a fulcrum (hinge portion 5a) on the water side of the mounting portion 3, and is configured to be pushed by the expanded expansion member 2 when the expansion member 2 expands, rising upward toward the land side. The hinge portion 5a is firmly fixed to the cover member step portion 13 by bolts (not shown) or the like.
本実施形態では、カバー部材5が膨張部材2の膨張を阻害せず、また、グレーチング構造なので、滑りにくい。In this embodiment, the cover member 5 does not hinder the expansion of the expansion member 2, and since it has a grating structure, it is not slippery.
また、図4Aに示すように、膨張部材2の内部には、複数の貫通孔を有する中空部としてのパイプ材7が貫通していてもよい。こうすると、パイプ材7を介して膨張部材2内のエアーの排出が容易となる。 As shown in Fig. 4A, the expansion member 2 may have a hollow pipe 7 with multiple through holes penetrating the inside. This makes it easier to exhaust air from the expansion member 2 through the pipe 7.
この中空部は、パイプ材7でなくてもよく、図示しないが、膨張部材2の長手方向に延びる溝部でもよい。要は、溝部、突起部又は中空部により排気時に膨張部材2のエアーが、膨張部材2の外部と連通可能な孔部(図示せず)に誘導されるように構成されていてもよい。突起部は、例えば、紐状部材を格子状に表面に配置させて凹凸を形成するようにしてもよい。これにより、使用後に膨張状態から平板状態に戻すときに、膨張部材2内部のエアーが溝部、突起部又は中空部を通って膨張部材外部へ排出されやすくなる。This hollow portion does not have to be a pipe material 7, and may be a groove portion (not shown) extending in the longitudinal direction of the expansion member 2. In short, the groove portion, protrusion portion, or hollow portion may be configured so that the air in the expansion member 2 is guided to a hole portion (not shown) that can communicate with the outside of the expansion member 2 when exhausting. The protrusion portion may be, for example, a string-shaped member arranged on the surface in a lattice pattern to form projections and recesses. This makes it easier for the air inside the expansion member 2 to be discharged to the outside of the expansion member through the groove portion, protrusion portion, or hollow portion when returning from the expanded state to the flat state after use.
図12に示すように、堤防10に沿って延びる複数の膨張部材2を連結する連結部115が設けられている。膨張部材2を製造したり運搬したりする上で、最大長さには限度があるため、複数の膨張部材2を長手方向に並べて連結する必要がある。As shown in Figure 12, a connecting portion 115 is provided to connect multiple expansion members 2 extending along the embankment 10. Since there is a limit to the maximum length of the expansion members 2 when manufacturing and transporting them, it is necessary to line up and connect multiple expansion members 2 in the longitudinal direction.
このように、連結部115によって所定長さの膨張部材2を互いに連結できるので、堤防10に沿って長い距離でも膨張部材2の設置が可能となる。連結部115は、連通用パイプ2dなどの空気の通り道は確保するようにその形状が定められている。In this way, the connecting parts 115 can connect the expansion members 2 of a predetermined length to each other, making it possible to install the expansion members 2 over long distances along the embankment 10. The shape of the connecting parts 115 is determined so as to ensure the passage of air through the communication pipes 2d, etc.
図12から図14に示すように、例えば、連結部115は、一対の金属製の板状部材よりなり、閉じた状態の膨張部材2の長手方向端部を挟み込んだ状態で、ボルト等で締め付けることにより、膨張した膨張部材2からエアーが漏れ出さないようになっている。このように連結部115を剛性の高い金属板にすることで、堅固に膨張部材2が連結される。12 to 14, for example, the connecting part 115 is made of a pair of metal plate-like members that sandwich the longitudinal ends of the expansion member 2 in the closed state and are fastened with bolts or the like to prevent air from leaking out of the expanded expansion member 2. By making the connecting part 115 out of a highly rigid metal plate in this way, the expansion member 2 is firmly connected.
そして、図14に示すように、連結部115部分が凹むので、その凹んだ部分から水が浸入しないように、帯状の連結部カバー116で覆われている。 As shown in Figure 14, the connecting portion 115 is recessed and is covered with a band-shaped connecting portion cover 116 to prevent water from entering through the recessed portion.
そして、図3及び図5に示すように、膨張部材2は、膨張状態において、取付部3に基端部2aが固定された状態で膨張して河川の水Wの流出を防止可能に構成されている。 As shown in Figures 3 and 5, the expansion member 2 is configured to expand in an expanded state with the base end 2a fixed to the mounting portion 3, thereby preventing the outflow of river water W.
本実施形態の水防構造1は、図6に示すブロアシステム20を有する。このブロアシステム20は、例えば、堤防10の上面10aに設けられ、電動モータにより駆動されるブロア21と、ブロア21からのエアーの供給又は排気を切り換える切換弁22及び切換レバー23と、圧力計24と、電動給気弁25と、これらを制御する制御盤26とを備えている。緊急時には、ブロア21からの供給用ホース27が、膨張部材2の基端部2aの所定場所に設けられた空気取り入れ口2cに接続される。The flood control structure 1 of this embodiment has a blower system 20 as shown in Fig. 6. The blower system 20 is provided, for example, on the upper surface 10a of the embankment 10 and includes a blower 21 driven by an electric motor, a switching valve 22 and a switching lever 23 for switching between supplying and exhausting air from the blower 21, a pressure gauge 24, an electric air supply valve 25, and a control panel 26 for controlling these. In an emergency, a supply hose 27 from the blower 21 is connected to an air intake 2c provided at a predetermined location on the base end 2a of the expansion member 2.
制御盤26が、圧力計24の値を監視して一定の圧力を保つように自動でブロア21を調整するようにしてもよい。The control panel 26 may monitor the value of the pressure gauge 24 and automatically adjust the blower 21 to maintain a constant pressure.
図示しないが、真空ポンプをさらに設け、氾濫の危険が解除されたときに、膨張部材2の気質内のエアーを強制的に除去するようにしてもよい。大気開放ではなく、真空ポンプで負圧にすることで、気質上下のシートが密着して、フラットな膨張部材2に戻すことができる。このとき、上述した中空部及び溝部により効率的に排気が行われる。Although not shown, a vacuum pump may be further provided to forcibly remove the air from within the membrane of the expansion member 2 when the risk of flooding is eliminated. By creating negative pressure with the vacuum pump rather than opening to the atmosphere, the upper and lower sheets of the membrane can be brought into close contact with each other, returning the expansion member 2 to a flat state. At this time, the hollow portion and groove portion described above allow efficient exhaustion.
制御盤26は、公的な災害危険情報が発令されたのを受信できる受信機28を備えていてもよい。そうすれば、災害危険情報が発令されたときに、自動でブロア21のスイッチを入れ、膨張部材2を膨らませて防水壁をつくることができる。The control panel 26 may be equipped with a receiver 28 capable of receiving official disaster danger information. In this way, when disaster danger information is issued, the blower 21 can be automatically switched on to inflate the expansion member 2 and create a waterproof wall.
制御盤26が、河川等の水位をセンサー及び/又はカメラ29でモニタリングして、任意の水位に達した時点でブロア21のスイッチが自動で入り、膨張部材2を膨らませて防水壁をつくるようにしてもよい。The control panel 26 may monitor the water level of a river or the like using a sensor and/or camera 29, and when a desired water level is reached, the blower 21 may be automatically switched on to inflate the expansion member 2 and create a waterproof wall.
膨張部材2の上面を撮影するカメラ29を設けておき、膨張部材2の上に人がいないのを確認した上で、制御盤26が、ブロア21のスイッチを入れ、膨張部材2を膨らませて防水壁をつくるようにしてもよい。A camera 29 may be provided to photograph the top surface of the expansion member 2, and after confirming that no one is on the expansion member 2, the control panel 26 may switch on the blower 21 to inflate the expansion member 2 and create a waterproof wall.
制御盤26が、ブロア21のスイッチを入れる前に、膨張部材2の近くに設けたブザーやスピーカ30に警報などを発生させるようにしてもよい。The control panel 26 may be configured to generate an alarm or the like on a buzzer or speaker 30 provided near the expansion member 2 before switching on the blower 21.
-水防方法-
次に、本実施形態に係る水防方法について説明する。
-Flood prevention methods-
Next, a flood prevention method according to this embodiment will be described.
まず、膨張部材設置工程において、図1、図2A及び図4Aに示すように、河川の堤防10のフェンス11よりも道路R側に、その上面10aよりも所定深さだけ深い膨張部材設置用凹部12を凹陥する。この膨張部材設置用凹部12の水側に堤防10に沿って取付部3を取り付け、取付部3によって膨張部材2の基端部2aを固定する。具体的には、図2A及び図4Aに示すように、既存又は新規のコンクリート構造物等よりなる堤防10に川辺から所定間隔を開けて膨張部材設置用凹部12を凹陥し、この膨張部材設置用凹部12に折畳み状態の膨張部材2を載置し、その基端部2aの上から取付部3を載置し、アンカーボルト4を締め付ける。なお、図示しないが、膨張部材設置用凹部12の適切な位置に水が溜まらないように、排水孔等を設けるのが望ましい。First, in the expansion member installation process, as shown in Figures 1, 2A, and 4A, an expansion member installation recess 12 is recessed on the road R side of the fence 11 of the river embankment 10, and is deeper than the upper surface 10a by a predetermined depth. The mounting part 3 is attached along the embankment 10 on the water side of this expansion member installation recess 12, and the base end 2a of the expansion member 2 is fixed by the mounting part 3. Specifically, as shown in Figures 2A and 4A, an expansion member installation recess 12 is recessed at a predetermined distance from the riverside in an embankment 10 made of an existing or new concrete structure, etc., and the expansion member 2 in a folded state is placed in this expansion member installation recess 12, the mounting part 3 is placed on top of the base end 2a, and the anchor bolt 4 is tightened. Although not shown, it is desirable to provide a drainage hole or the like in an appropriate position in the expansion member installation recess 12 so that water does not accumulate.
次いで、カバー部材設置工程において、膨張部材設置用凹部12の周縁に堤防10の上面よりも板状のカバー部材5の厚さと同程度深いカバー部材用段部13を凹陥する。なお、カバー部材用段部13は、上記膨張部材設置用凹部12と共に設けるとよい。そして、カバー部材用段部13の河川側にカバー部材5のヒンジ部5aを固定し、カバー部材5が堤防10の上面10aよりも出っ張らないようにして膨張部材2を覆う。カバー部材5のヒンジ部5aと反対側は、道路R側のカバー部材用段部13に載る。この状態で、カバー部材5は、車両等の自重を支えられる剛性を有している。Next, in the cover member installation process, a cover member step 13 is recessed around the periphery of the expansion member installation recess 12, the depth of which is approximately equal to the thickness of the plate-shaped cover member 5, below the top surface of the embankment 10. The cover member step 13 may be provided together with the expansion member installation recess 12. The hinge portion 5a of the cover member 5 is then fixed to the river side of the cover member step 13, and the cover member 5 covers the expansion member 2 so that it does not protrude above the top surface 10a of the embankment 10. The side of the cover member 5 opposite the hinge portion 5a rests on the cover member step 13 on the road R side. In this state, the cover member 5 has the rigidity to support the weight of a vehicle or the like.
こうすれば、図4Aに示す平常時、カバー部材5の上を車両等が通って橋部Bを往来するので、膨張部材2の上を直接車両等が通行する場合に比べ、膨張部材2が傷みにくく、耐久性が向上する。また、カバー部材5が道路Rの表面から出っ張らないので、車両等の走行に支障を来さない。In this way, vehicles and the like pass over the cover member 5 to travel across the bridge section B during normal times as shown in Figure 4A, so the expansion member 2 is less likely to be damaged and its durability is improved compared to when vehicles and the like pass directly over the expansion member 2. In addition, because the cover member 5 does not protrude from the surface of the road R, it does not interfere with the travel of vehicles and the like.
次いで、氾濫防止工程において、河川の水位が上昇したときに、図6に示すように、膨張部材2の内部に取り入れ口2cからエアーを送り込む。具体的には、ブロア21からの供給用ホース27を膨張部材2の空気取り入れ口2cに接続した後、制御盤26を操作してブロア21を起動してエアー(空気)を膨張部材本体2bに送り込む。Next, in the flood prevention process, when the water level of the river rises, air is sent into the interior of the expansion member 2 from the intake 2c, as shown in Figure 6. Specifically, after connecting the supply hose 27 from the blower 21 to the air intake 2c of the expansion member 2, the control panel 26 is operated to start the blower 21 and send air into the expansion member main body 2b.
すると、図3に示すように、膨張部材2の膨張部材本体2bは、取付部3に基端部2aが固定された状態で膨らみ、カバー部材5を押し上げる。カバー部材5は、多数の孔を有するグレーチング部材よりなるので、カバー部材5が重すぎることはなく、また、カバー部材5に河川から流れ込む水によって水圧がかかりすぎることはない。 As a result, as shown in Figure 3, the expansion member body 2b of the expansion member 2 expands with the base end 2a fixed to the mounting part 3, pushing up the cover member 5. Since the cover member 5 is made of a grating member with many holes, the cover member 5 is not too heavy, and the cover member 5 is not subjected to excessive water pressure from water flowing in from the river.
さらに水位が上昇すると、膨張状態にある膨張部材本体2bが、堤防10上面10aよりも上昇した水位の水Wの流出を防ぐ。この状態では、基端部2aがしっかりと固定された状態で膨張部材2が拡がるので、膨張部材2を支えるためだけのフェンスは必要ではなく、強度を高くできるため、高さも確保しやすい。 If the water level rises further, the expansion member body 2b in the expanded state prevents the outflow of water W whose level has risen above the upper surface 10a of the embankment 10. In this state, the expansion member 2 expands with the base end 2a firmly fixed, so a fence solely to support the expansion member 2 is not necessary, and the strength can be increased, making it easier to ensure height.
このように、本実施形態の膨張部材2は、膨張部材2にエアーを送り込んで膨張させればよいので、液体を送り込む場合に比べて時間が短く、再び折り畳む場合でも、膨張部材2の内部にパイプ材7などの中空部や溝部が設けられているので、膨張状態から平板状態に戻しやすい。 In this way, the expansion member 2 of this embodiment can be expanded by pumping air into the expansion member 2, which takes less time than pumping liquid into it, and even when it is folded again, hollow parts and grooves such as pipe material 7 are provided inside the expansion member 2, so it is easy to return it from the expanded state to a flat state.
また、取付部3がカバー部材5の下に隠れ、道路Rの表面よりも出っ張らないように設置されるので、橋の手前に設けた場合ででも、車両の走行に差し支えない。 In addition, the mounting portion 3 is hidden under the cover member 5 and is installed so as not to protrude above the surface of the road R, so that even if it is installed in front of a bridge, it does not interfere with vehicle travel.
したがって、本実施形態に係る水防構造1によると、橋部Bの架かった道路部分を含めて氾濫を効果的に防ぐことができる。 Therefore, the flood control structure 1 of this embodiment can effectively prevent flooding, including the road portion crossed by bridge section B.
-変形例-
図4B及び図5Bは、カバー部材5がヒンジ部5aで開閉可能に取り付けられているのではなく、取り外し可能な場合を示す。
--Modifications--
4B and 5B show a case where the cover member 5 is not attached so as to be openable and closable by the hinge portion 5a but is removable.
本変形例では、浸水時に、膨張部材2を膨張させる前にカバー部材5を持ち上げて取り外す必要があるが、取り外すことにより、浸水時に水圧を受けるカバー部材に膨張部材が押されることがないという利点がある。また、カバー部材をグレーチングなどの水を通す形状にする必要はなくなり、孔のない単純な板状のものでも構成できる。In this modified example, when flooding occurs, it is necessary to lift and remove the cover member 5 before inflating the expansion member 2, but removing it has the advantage that the expansion member will not be pushed by the cover member, which receives water pressure when flooded. In addition, there is no need to make the cover member into a water-permeable shape such as a grating, and it can be made into a simple plate-like member without holes.
例えば、カバー部材を防水壁として利用するという考えもあるが、そうすると、大きな水圧が防水壁にかかるために、重く分厚い防水壁となり、膨張部材に空気を入れても堰高が低くなってしまう。堰高を上げるためには、非常に高い空気圧にする必要があり、膨張部材に過大な力がかかって破損しやすい。破損を防止するためには、高強度で分厚い膨張部材にしなければならず非常に重くコストが高くなるという欠点がある。 For example, one idea is to use the cover material as a waterproof wall, but this would result in a heavy, thick waterproof wall due to the large water pressure that would be applied to it, and even if air was pumped into the expansion member, the dam height would be low. In order to raise the dam height, very high air pressure would be required, which would put excessive force on the expansion member, making it prone to damage. To prevent damage, the expansion member would need to be made strong and thick, which has the disadvantage of being very heavy and costly.
しかも、河川沿いに長距離にわたって防水壁を設けるには、長距離にわたるカバー部材が必要となり現実的でない。複数のカバー部材で防水壁とするには、カバー部材間のシールが困難で防水壁の間から水が漏れて防水しきれないという欠点もある。Moreover, constructing a waterproof wall over a long distance along a river would require covering materials over a long distance, which is not realistic. Creating a waterproof wall using multiple covering materials also has the disadvantage that it is difficult to seal between the covering materials, which allows water to leak through the gaps in the waterproof wall, making it impossible to provide complete waterproofing.
本変形例では、カバー部材5を取り外せるようにして膨張部材2単体で防水壁を形成するようにしているので、上述した欠点は発生しない。なお、いずれの実施形態においても、カバー部材は、ヒンジ部で開閉可能に支持するのではなく、取り外せるように構成してもよい。In this modified example, the cover member 5 is removable and the expansion member 2 alone forms a waterproof wall, so the above-mentioned drawbacks do not occur. In any of the embodiments, the cover member may be removable rather than supported so as to be openable and closable by a hinge portion.
(実施形態2)
図7~図11は本発明の実施形態2の水防構造101を示し、特にカバー部材105,106の構成が異なる点で上記実施形態1と異なる。なお、以下の実施形態では、図1~図6と同じ部分については同じ符号を付してその詳細な説明は省略する。
(Embodiment 2)
7 to 11 show a waterproof structure 101 according to a second embodiment of the present invention, which differs from the first embodiment in particular in the configurations of cover members 105 and 106. In the following embodiment, the same parts as those shown in Figures 1 to 6 are designated by the same reference numerals and detailed descriptions thereof will be omitted.
本実施形態の膨張部材設置用凹部112は、図8A、図8C、図9~図11に示すように、水側(河川側)から反対側に向かって徐々に深さが浅くなるように凹陥されている。In this embodiment, the recess 112 for installing the expansion member is recessed so that its depth gradually becomes shallower from the water side (river side) toward the opposite side, as shown in Figures 8A, 8C, and 9 to 11.
本実施形態では、カバー部材105,106は、橋部Bに通じる道路R部分にのみ設けられ、それ以外はカバー部材105,106が設けられていない。それ以外の部分は、特に車が頻繁に通行しないような場合、カバー部材105,106は必ずしも必要ではない。In this embodiment, the cover members 105, 106 are provided only on the road R portion leading to the bridge portion B, and the cover members 105, 106 are not provided in other portions. The cover members 105, 106 are not necessarily required in other portions, especially in areas where vehicles do not pass frequently.
図10及び図11に示すように、カバー部材105,106が設けられる部分の膨張部材設置用凹部112の河川側には、カバー部材用段部113が凹陥されている。浅くなっている河川と反対側にもカバー部材用段部113が凹陥されているが、膨張部材設置用凹部112がカバー部材用段部113を兼ねてもよい。そして、カバー部材105,106は、膨張部材2の幅方向で二分割されている。二分割されたカバー部材105,106がそれぞれ水側と陸側とに支点(ヒンジ部105a,106a)を有し、カバー部材用段部113でヒンジ部105a,106aが固定されている。 As shown in Figures 10 and 11, a cover member step 113 is recessed on the river side of the expansion member installation recess 112 where the cover members 105, 106 are provided. A cover member step 113 is also recessed on the side opposite the shallow river, but the expansion member installation recess 112 may also serve as the cover member step 113. The cover members 105, 106 are divided into two in the width direction of the expansion member 2. The two divided cover members 105, 106 each have a fulcrum (hinge portions 105a, 106a) on the water side and the land side, and the hinge portions 105a, 106a are fixed by the cover member step 113.
図10に示すように、平常時は二分割されたカバー部材105,106は平坦であり、図11に示すように、膨張部材2が膨張した際に観音開きするように構成されている。As shown in Figure 10, the two divided cover members 105, 106 are flat under normal conditions, and as shown in Figure 11, they are configured to open like a double door when the expansion member 2 is expanded.
図10に示すように、膨張部材設置用凹部112の断面が河川から離れるに向かって徐々に浅くなるように形成されており、カバー部材105,106の下面側は、膨張部材2の表面に接触し、カバー部材105,106に加わる荷重が膨張部材2で支持されるように構成されている。As shown in Figure 10, the cross section of the recess 112 for installing the expansion member is formed so as to gradually become shallower as it moves away from the river, and the undersides of the cover members 105, 106 are configured to contact the surface of the expansion member 2 and the load applied to the cover members 105, 106 is supported by the expansion member 2.
そして本実施形態では、図8Aに示すように、カバー部材105,106のない部分では、取付部3が立体形状の取付部カバーとしてのゴムシートカバー114で隙間を埋めるように密閉されている。こうすれば、取付部3が、立体形状のゴムシートカバー114で隙間なく覆われるので、確実に保護されると共に、車両等の走行時に邪魔になりにくくなる。取付部カバーは、ゴム製でなくても樹脂製等でもよい。 In this embodiment, as shown in Fig. 8A, in the areas where there are no cover members 105, 106, the mounting portion 3 is sealed with a three-dimensional rubber sheet cover 114 as a mounting portion cover, filling any gaps. In this way, the mounting portion 3 is completely covered with the three-dimensional rubber sheet cover 114, so it is reliably protected and is less likely to get in the way when the vehicle is traveling. The mounting portion cover does not have to be made of rubber, but may be made of resin, etc.
なお、図8Cに示すように橋部Bに通じる道路上においても、図8Aに示すようにカバー部材を設けず、車両や人が通行できるようにしてもよい。 In addition, even on the road leading to bridge section B as shown in Figure 8C, it is possible to allow vehicles and pedestrians to pass through without providing a cover member as shown in Figure 8A.
-水防方法-
次に、本実施形態に係る水防方法について説明する。
-Flood prevention methods-
Next, a flood prevention method according to this embodiment will be described.
まず、図9に示すように、膨張部材設置工程において、水側から反対側に向かって徐々に深さが浅くなるように膨張部材設置用凹部112を凹陥する。上述したように、少なくとも膨張部材設置用凹部112は、取付部3の周辺は深く、膨張部材2の周辺は浅く形成すればよい。First, as shown in Figure 9, in the expansion member installation process, the expansion member installation recess 112 is recessed so that its depth gradually decreases from the water side to the opposite side. As described above, at least the expansion member installation recess 112 should be formed so that it is deep around the mounting portion 3 and shallow around the expansion member 2.
また、図11に示すように、カバー部材設置工程において、膨張部材設置用凹部112における河川側及び陸側に閉口にカバー部材用段部113を凹陥する。カバー部材105の水と反対側及びカバー部材106の河川側の自重が膨張部材2によって下から支持されるようにカバー部材105,106を設置する。 As shown in Figure 11, in the cover member installation process, cover member step portions 113 are recessed on the river side and land side of the expansion member installation recess 112. Cover members 105, 106 are installed so that the weight of the side of cover member 105 facing away from the water and the weight of cover member 106 facing the river are supported from below by expansion member 2.
河川側のカバー部材105のヒンジ部105aは、河川側のカバー部材用段部113に固定し、道路R側のカバー部材106のヒンジ部106aは、道路R側のカバー部材用段部113に固定する。The hinge portion 105a of the cover member 105 on the river side is fixed to the cover member step portion 113 on the river side, and the hinge portion 106a of the cover member 106 on the road R side is fixed to the cover member step portion 113 on the road R side.
カバー部材105,106で覆われていない領域では、そのままであると取付部3の凹凸が露出してしまうが、図8Aに示すように、この凹凸に合わせたゴムシートカバー114で取付部3を覆う。これにより、見映えがよくなると共に、取付部3周辺に水が溜まらず劣化しにくい。なお、車が通行することが多くない場合、後述する図20A~図21Bに示すように、膨張部材設置用凹部112が形成されず、膨張部材2及び取付部3が堤防10の上面10aよりも多少出っ張っていてもよい。In areas not covered by the cover members 105, 106, the unevenness of the mounting portion 3 would be exposed if left as is, but as shown in Figure 8A, the mounting portion 3 is covered with a rubber sheet cover 114 that matches these unevenness. This improves the appearance and prevents water from accumulating around the mounting portion 3, making it less likely to deteriorate. If there is not much vehicle traffic, the recess 112 for installing the expansion member may not be formed, and the expansion member 2 and mounting portion 3 may protrude slightly from the upper surface 10a of the embankment 10, as shown in Figures 20A to 21B described below.
そして、特に、このカバー部材105,106で覆われていない領域の膨張部材2における、折畳み状態において上面となる部分には、滑り止め構造が設けられているのが望ましい。これにより、人や二輪車等が滑らず安全に通行できる。In particular, it is desirable to provide an anti-slip structure on the portion of the expansion member 2 that is not covered by the cover members 105 and 106 and that becomes the upper surface in the folded state. This allows people, motorcycles, etc. to pass safely without slipping.
滑り止め構造は、例えば、図2B及び図2Cに拡大して示したように、例えば、矩形状の凸部34とそれらを囲む凹部35を含む凹凸面で構成される。これにより、簡易な構成で滑り止め効果が得られる。 The anti-slip structure is, for example, as shown enlarged in Figures 2B and 2C, composed of an uneven surface including rectangular convex portions 34 and concave portions 35 surrounding them. This allows for a simple structure to provide an anti-slip effect.
凹凸面における凹部35は、排水溝となっているのが望ましい。そうすれば、膨張部材2の表面に水が溜まらず、より滑り防止効果が高まって走行が容易となる。It is preferable that the recesses 35 in the uneven surface serve as drainage grooves. This will prevent water from accumulating on the surface of the expansion member 2, improving the anti-slip effect and making driving easier.
排水溝となる凹部35は、膨張部材2の全幅を横切っているのが望ましい。そうすれば、膨張部材2表面の水が膨張部材2の外側に排出されやすい。It is desirable that the recess 35 serving as a drainage groove crosses the entire width of the expansion member 2. This makes it easier for water on the surface of the expansion member 2 to be drained to the outside of the expansion member 2.
排水溝となる凹部35は、膨張部材2の縦横方向に交差していてもよい。そうすれば、膨張部材2表面の水がより効果的に膨張部材2の外へ排水される。The recesses 35 serving as drainage channels may intersect the lengthwise and widthwise directions of the expansion member 2. In this way, water on the surface of the expansion member 2 can be more effectively drained out of the expansion member 2.
図示しないが、排水溝は布目構造となっていてもよい。そうすれば、より高い滑り止め効果が得られる。Although not shown, the drainage groove may have a woven structure, which provides a better anti-slip effect.
そして、上記実施形態1と同様に、氾濫防止工程において、河川の水位が上昇したときに、図6に示すように、膨張部材2の内部に取り入れ口2cからエアーを送り込む。その後の作動は、道路R部分に設けたカバー部材105,106のみが観音開きする以外は上記実施形態1と同様なので、詳細な説明は省略する。なお、図9に示すように、ゴムシートカバー114の河川と反対側は、膨張部材2と共に変形するので、膨張部材2の膨張を阻害しない。 As in the first embodiment, when the water level of the river rises during the flood prevention process, air is sent into the interior of the expansion member 2 from the intake port 2c as shown in Figure 6. The operation thereafter is the same as in the first embodiment except that only the cover members 105, 106 provided on the road R portion open like a double door, so a detailed explanation is omitted. Note that, as shown in Figure 9, the side of the rubber sheet cover 114 opposite the river deforms together with the expansion member 2, so the expansion of the expansion member 2 is not hindered.
このように本実施形態では、簡単な構成によって、カバー部材105,106の自重を膨張部材2によって支持させることができ、また、カバー部材105,106単体で車両の自重等を支持する必要がなくなってカバー部材105,106を軽量化でき、重いカバー部材105,106に加わる水圧を支持しなければならない場合に比べて膨張時の膨張部材2の高さを確保しやすい。In this way, in this embodiment, the weight of the cover members 105, 106 can be supported by the expansion member 2 with a simple configuration, and since there is no need for the cover members 105, 106 alone to support the vehicle's weight, etc., the cover members 105, 106 can be made lighter, and it is easier to ensure the height of the expansion member 2 when expanded compared to when the water pressure acting on the heavy cover members 105, 106 must be supported.
本実施形態では、2分割されたカバー部材105,106の1枚当たりの質量が抑えられ、また、膨張時のカバー部材105,106の自由端側の高さが高くなりすぎない。このため、仮に橋部B側に人が残されていても、カバー部材105,106の上を人が跨ぐことができる。In this embodiment, the mass of each of the two divided cover members 105, 106 is reduced, and the height of the free ends of the cover members 105, 106 when inflated is not too high. Therefore, even if a person is left behind on the bridge B side, the person can straddle the cover members 105, 106.
以上説明したように、本実施形態によれば、取付部3及び膨張部材2が堤防10の上面10aよりも出っ張らないので、その上の走行が容易となり、橋の架かった道路R部分を含めて氾濫を防ぐことができる。As described above, according to this embodiment, the mounting portion 3 and the expansion member 2 do not protrude beyond the upper surface 10a of the embankment 10, making it easier to travel on it and preventing flooding, including the road R portion over which the bridge is built.
したがって、本実施形態によると、橋部Bのある自動車が通過するような領域ではカバー部材105,106で膨張部材2が覆われて車両が通行でき、橋部B以外の領域では、車両が通行しないので、カバー部材105,106を省略でき、その代わりにゴムシートカバー114で取付部3を覆ったので、取付部3が邪魔にならない。Therefore, according to this embodiment, in areas of bridge section B where automobiles pass, the expansion member 2 is covered by the cover members 105, 106, allowing vehicles to pass, whereas in areas other than bridge section B where vehicles do not pass, the cover members 105, 106 can be omitted, and instead the mounting section 3 is covered by the rubber sheet cover 114, so that the mounting section 3 does not get in the way.
-変形例-
膨張部材設置用凹部112は、図8Aに示した傾斜状の断面には限定されず、図8Bに示すように、膨張部材設置用凹部112’が、取付部103’の周辺は深く、膨張部材2の周辺は浅く形成されていればよい。
--Modifications--
The recess 112 for installing the expansion member is not limited to the inclined cross-section shown in Figure 8A, but rather, as shown in Figure 8B, the recess 112' for installing the expansion member may be formed so that it is deep around the mounting portion 103' and shallow around the expansion member 2.
この場合、例えば、取付部103’の形状自体が、膨張部材設置用凹部112’の凹凸を軽減するような形状となっていてもよい。In this case, for example, the shape of the mounting portion 103' itself may be shaped to reduce the unevenness of the recess 112' for installing the expansion member.
本変形例のような場合でも、堤防10の表面10aに対して取付部103’や膨張部材2が出っ張らないので、堤防を通行する人、自転車等の通行の邪魔にならない。Even in this modified example, the mounting portion 103' and the expansion member 2 do not protrude from the surface 10a of the embankment 10, so they do not interfere with the passage of people, bicycles, etc. passing along the embankment.
当然ながら、図8Dに示すように、橋部Bに通じる道路R状でも本変形例のように構成してもよい。 Naturally, as shown in Figure 8D, the present modified example may also be configured for a road R leading to bridge section B.
(実施形態3)
図12~図14は本発明の実施形態3を示し、特に膨張部材2の連結部115について詳細に説明するが、この連結部115は上記実施形態1及び2のいずれにも適用できる。
(Embodiment 3)
12 to 14 show a third embodiment of the present invention, and in particular the connecting portion 115 of the expansion member 2 will be described in detail, however, this connecting portion 115 can be applied to both the first and second embodiments.
すなわち、金具等よりなる連結部115によって長手方向に連接する膨張部材2をそれぞれ閉じた状態で挟み込むように接続する。すると、その部分は図14に示すように、凹んだ形状となり、水が浸入しやすくなる。That is, the expansion members 2 that are connected in the longitudinal direction are connected so as to be sandwiched in a closed state by the connecting parts 115 made of metal fittings or the like. Then, as shown in Figure 14, that part becomes concave, making it easier for water to enter.
このため、本実施形態では、連結部115をゴム製などの帯状の連結部カバー116で覆っている。連結部カバー116は、取付部3と同様の連結部カバー用取付部117で基端側が膨張部材設置用凹部112に取り付けられている。このように構成することで、図13に示すように、押し寄せてくる水が、連結部115及びその周辺から流れ込むのが防止される。For this reason, in this embodiment, the connecting part 115 is covered with a band-shaped connecting part cover 116 made of rubber or the like. The base end side of the connecting part cover 116 is attached to the expansion member installation recess 112 by a connecting part cover attachment part 117 similar to the attachment part 3. By configuring it in this way, as shown in Figure 13, it is possible to prevent incoming water from flowing in through the connecting part 115 and its surroundings.
(実施形態4)
図15~図21Bは、本発明の実施形態4の防水構造201を示し、特に保護対象が建物P及びその敷地Aである点で上記実施形態1及び2と異なる。
(Embodiment 4)
15 to 21B show a waterproof structure 201 according to a fourth embodiment of the present invention, which differs from the first and second embodiments in that the object to be protected is a building P and its site A.
図15に示すように、建物P又は敷地Aには、車両や人が出入りする出入り口Dがあり、そこに通じる通路Gは、車や人が通行する。図16A~図17Bに示すように、本実施形態では、出入り口Dに通じる通路Gではない部分において、取付部3が、敷地A(通路G)の上面に形成された膨張部材設置用凹部212に収容されて敷地Aの表面よりも出っ張らず、膨張部材設置用凹部212に収容された取付部3及び膨張部材202の上を車両や人が通行することもできるようになっている。As shown in Figure 15, a building P or site A has an entrance/exit D through which vehicles and people enter and exit, and a passageway G leading to the entrance/exit D is used by vehicles and people. As shown in Figures 16A to 17B, in this embodiment, in the portion other than the passageway G leading to the entrance/exit D, the mounting part 3 is housed in an expansion member installation recess 212 formed on the upper surface of site A (passageway G) and does not protrude above the surface of site A, allowing vehicles and people to pass over the mounting part 3 and the expansion member 202 housed in the expansion member installation recess 212.
図17A及び図17Bに示すように、本実施形態では少なくとも出入り口Dに通じる通路G部分において、取付部3及び折畳み状態の膨張部材202の全体がカバー部材5で覆われており、折畳み状態において膨張部材2を覆うカバー部材5が敷地A(通路G)の表面よりも出っ張らず、カバー部材5の上を車両及び人が通行可能に構成されている。カバー部材5は、平坦なものが望ましいが、特に車や人の通行量が少ない場合などは、多少の凹凸があってもよい。17A and 17B, in this embodiment, at least in the passage G portion leading to the entrance/exit D, the mounting portion 3 and the entire expansion member 202 in the folded state are covered with the cover member 5, and the cover member 5 covering the expansion member 2 in the folded state does not protrude above the surface of the site A (passage G), allowing vehicles and people to pass over the cover member 5. It is preferable that the cover member 5 is flat, but some unevenness may be acceptable, especially in cases where the volume of vehicle and pedestrian traffic is low.
本実施形態では、通路G以外の部分は、カバー部材5で膨張部材202が覆われていないが、人や車が通行するなどにより必要な部分はカバー部材で覆われるように構成してもよい。In this embodiment, the expansion member 202 is not covered by the cover member 5 in areas other than the passage G, but necessary areas for people or vehicles to pass through, etc. may be configured to be covered by the cover member.
図16A及び図16Bに示すように、カバー部材5で覆われていない全周の大部分は、膨張部材202及び取付部3が露出するが、膨張部材設置用凹部212に膨張前の膨張部材202が収容されているのが望ましい。このとき、図16Bに示すように、取付部3が膨張部材202の表面よりも多少出っ張っていてもよい。16A and 16B, the expansion member 202 and the mounting portion 3 are exposed over most of the circumference that is not covered by the cover member 5, but it is preferable that the expansion member 202 before expansion is housed in the expansion member installation recess 212. In this case, as shown in FIG. 16B, the mounting portion 3 may protrude slightly from the surface of the expansion member 202.
さらに、通路G以外の部分では、車が通行することが多くない場合、図20A~図21Bに示すように、膨張部材設置用凹部212が形成されず、膨張部材202及び取付部3が敷地Aの上面よりも出っ張っていてもよい。Furthermore, in areas other than the passageway G where there is not much vehicle traffic, as shown in Figures 20A to 21B, a recess 212 for installing the expansion member may not be formed, and the expansion member 202 and the mounting portion 3 may protrude above the top surface of the site A.
当然ながら、人や自転車の通行が主で重量の重い車が通行することはあまりないような場合では、通路G部分においても、図20A~図21Bに示すような、膨張部材設置用凹部212が形成されない構成も許容され得る。Naturally, in cases where pedestrians and bicycles are the main users and heavy vehicles rarely pass through, a configuration in which no recess 212 for installing an expansion member is formed, as shown in Figures 20A to 21B, may also be acceptable, even in the passage G portion.
この場合、例えば、図20Cに示すように、例えば、取付部材203’で膨張部材202の端部が滑らかになるように覆うことができる。同様に反対側端部も、膨張部材202の膨張時にヒンジ部205’を中心に開くことができるようにした先端固定部材208’で覆ってもよい。In this case, for example, as shown in Fig. 20C, the end of the expansion member 202 can be covered with a mounting member 203' so that it is smooth. Similarly, the opposite end can be covered with a tip fixing member 208' that can open around a hinge portion 205' when the expansion member 202 expands.
また、図20Dに示すように、例えば、取付部材設置用凹部212’’を凹陥させ、その底面に膨張部材202’’の基端部を挟み込んだ状態で、取付部材203’’によって車両等が通行可能なように表面が滑らかになるようにして覆ってもよい。この場合も反対側端部を、膨張部材202の膨張時にヒンジ部205’を中心に開くことができるようにした先端固定部材208’で覆ってもよい。20D, for example, the mounting member installation recess 212'' may be recessed, the base end of the expansion member 202'' may be sandwiched against the bottom surface, and the mounting member 203'' may be used to cover the recess so that the surface is smooth and allows vehicles to pass through. In this case, too, the opposite end may be covered with a tip fixing member 208' that can be opened around the hinge portion 205' when the expansion member 202 is expanded.
なお、図示しないが、建物Pや敷地Aの外周は、ブロック塀などで覆われていることが多いが、その場合には、ブロック塀などで覆われていない部分のみを膨張部材202で覆うようにすればよい。また、広い敷地Aを防水壁で覆いたい場合、敷地Aの高さに違いがあることがある。この場合、浸水が想定される低い敷地Aのみを膨張部材202で覆うようにすればよい。Although not shown, the perimeter of building P and site A is often covered with block walls or the like. In such cases, it is sufficient to cover only the parts that are not covered with block walls or the like with expansion member 202. Also, when it is desired to cover a large site A with a waterproof wall, there may be differences in the height of site A. In this case, it is sufficient to cover only the low parts of site A that are expected to be flooded with expansion member 202.
そして、建物P及びその敷地Aを保護するため、図22及び図23に示すように、膨張部材202がある程度の角度(本実施形態では90°)を有するように曲がった状態で連結されている。 In order to protect the building P and its site A, the expansion member 202 is connected in a bent state at a certain angle (90° in this embodiment) as shown in Figures 22 and 23.
図22に示すように、敷地Aの角部を覆う膨張部材2の連結部115は、例えば、90°に一対の交わる膨張部材202を連結し、その少なくとも上側が連結部カバー116で覆われている。図23にも示すように、連結部カバー116の基端側は、連結部カバー用取付部117によって敷地Aの表面に固定されている。このため、上記実施形態3と同様に膨張部材202の膨張時に連結部カバー116も起き上がって流れ込んでこようとする水をせき止めることができるようになっている。As shown in Figure 22, the connecting portion 115 of the expansion member 2 covering the corner of the site A connects a pair of intersecting expansion members 202 at, for example, 90°, and at least the upper side is covered by a connecting portion cover 116. As also shown in Figure 23, the base end side of the connecting portion cover 116 is fixed to the surface of the site A by a connecting portion cover mounting portion 117. Therefore, as in the above embodiment 3, when the expansion member 202 expands, the connecting portion cover 116 also rises up, making it possible to block water that tries to flow in.
このように本実施形態では、平常時は、少なくとも車両や人が通る通路Gにおいて膨張部材202を取り付ける取付部3が敷地Aの表面よりも出っ張らないので、取付部3及び膨張部材202の上を車両及び人が通行可能である。In this manner, in this embodiment, under normal circumstances, the mounting portion 3 for attaching the expansion member 202 does not protrude above the surface of the site A, at least in the passageway G through which vehicles and people pass, so that vehicles and people can pass over the mounting portion 3 and the expansion member 202.
本実施形態においても、車や人が頻繁に通る通路G部分では、膨張部材202がカバー部材5で覆われているので、膨張部材202の上を直接車両等が通行する場合に比べ、膨張部材202が傷みにくく、耐久性が向上する。また、カバー部材5が敷地Aの表面から出っ張らないので、車両等の走行に支障を来さない。In this embodiment, the expansion member 202 is covered with the cover member 5 in the passage G portion where cars and people frequently pass, so the expansion member 202 is less likely to be damaged and its durability is improved compared to when vehicles and the like pass directly over the expansion member 202. In addition, the cover member 5 does not protrude from the surface of the site A, so it does not interfere with the travel of vehicles and the like.
そして、河川の氾濫や急な降雨による下水道の内水氾濫危険時などに、図18~図19Bに示すように、膨張部材202を膨張させることで、建物P及び敷地Aが防水される。 In the event of a risk of inland water flooding in the sewer system due to river flooding or sudden rainfall, the building P and site A are waterproofed by expanding the expansion member 202, as shown in Figures 18 to 19B.
本実施形態では、図22及び図23に示すように、敷地Aの角部において膨張部材202が適切に連結されているので、膨張部材202を膨張させることで、建物Pや敷地Aの角部においても水が流れ込まない。In this embodiment, as shown in Figures 22 and 23, the expansion member 202 is properly connected at the corners of site A, so that by expanding the expansion member 202, water does not flow into the corners of building P or site A.
このように本実施形態においても、取付部3及び膨張部材202が敷地Aの表面よりも出っ張らないので、その上の車や人の通行が容易となり、出入り口に至る通路Gを含めて氾濫を効果的に防ぐことができる。Thus, even in this embodiment, the mounting portion 3 and the expansion member 202 do not protrude above the surface of the site A, making it easy for vehicles and people to pass over them, and flooding can be effectively prevented, including in the passage G leading to the entrance and exit.
(実施形態5)
図24及び図25は、本発明の実施形態5の防水構造301を示し、特に膨張時の、膨張部材302の断面積が保たれたまま、言い換えれば閉じられずに帯状部材316で互いに連結されている点で上記各実施形態と異なる。
(Embodiment 5)
Figures 24 and 25 show a waterproof structure 301 of embodiment 5 of the present invention, which differs from the above-mentioned embodiments in that, when inflated, the cross-sectional area of the expansion member 302 is maintained, in other words, the expansion member 302 is not closed but is connected to each other by a belt-shaped member 316.
連結部は、帯状部材316で構成され、帯状部材が隣接する膨張部材302の長手方向端部を跨ぐように覆った状態で接着されることにより、膨張部材302が連結されている。The connecting portion is composed of a band-shaped member 316, which is glued so as to straddle and cover the longitudinal ends of adjacent expansion members 302, thereby connecting the expansion members 302.
本実施形態では、上記各実施形態のように連結部115において膨張部材302が閉じられることがないので、図25に示すように、帯状部材316による連結部分において、膨張部材302の断面の変化が抑えられている。なお、図26に示すように、いずれの実施形態においても、膨張部材302の合わせ面に空気が入らずに板状部分が突出していてもよい。In this embodiment, the expansion member 302 is not closed at the connecting portion 115 as in the above-mentioned embodiments, and therefore, as shown in Fig. 25, the change in the cross section of the expansion member 302 is suppressed at the connecting portion by the band-shaped member 316. Note that, as shown in Fig. 26, in any of the embodiments, the mating surface of the expansion member 302 may not have air entering therein and the plate-shaped portion may protrude.
このように本実施形態では、帯状部材316で長手方向に隣接する膨張部材302同士を連結することで、連結部分において膨張部材302の膨張時の断面をほぼ均一に保ったまま連結させることができるため、連結部分において水が流れ込みにくい。In this embodiment, adjacent expansion members 302 in the longitudinal direction are connected to each other by a band-shaped member 316, so that the cross-sections of the expansion members 302 when expanded at the connecting portions can be kept almost uniform, making it difficult for water to flow into the connecting portions.
本実施形態においても、取付部3及び膨張部材302を膨張部材設置用凹部312に収容することで、周囲よりも出っ張らず、車や人の通行が容易となっている。また、上述したように、取付部3は、カバー部材5,105,106やゴムシートカバー114で覆ってもよい。In this embodiment, the mounting portion 3 and the expansion member 302 are housed in the expansion member installation recess 312, so that they do not protrude from the surrounding area, making it easy for vehicles and people to pass through. As described above, the mounting portion 3 may be covered with the cover members 5, 105, 106 or the rubber sheet cover 114.
(その他の実施形態)
本発明は、上記実施形態について、以下のような構成としてもよい。
Other Embodiments
The present invention may be configured as follows with respect to the above embodiment.
上記各実施形態では、カバー部材が膨張部材だけでなく、取付部も覆うようにしているが、取付部は覆わず、膨張部材のみを覆うようにしてもよい。そうすれば、カバー部材のサイズを小さくすることができる。この場合は、取付部を凹凸の少ない剛性の高いものとすれば、カバー部材及び前記取付部の上を車両や人が通行可能となる。In each of the above embodiments, the cover member covers not only the expansion member but also the mounting portion, but it may cover only the expansion member without covering the mounting portion. In this case, the size of the cover member can be reduced. In this case, if the mounting portion is made of a highly rigid material with few irregularities, vehicles and people can pass over the cover member and the mounting portion.
上記各実施形態では、図2A等に示す取付部3を設けた。詳細は図示しないが、アンカーボルトに挿通した受け部材と押さえ部材との間に、棒状のロッドが巻き付けられた膨張部材の基端部が挟み込まれた取付部を設けてもよい。そうすると、棒状のロッドは、ゴム部材よりも変形しにくいため、引張荷重が加わったときに基端部がより抜けにくくなる。In each of the above embodiments, an attachment portion 3 as shown in Fig. 2A etc. is provided. Although not shown in detail, an attachment portion may be provided in which the base end of an expansion member around which a rod is wound is sandwiched between a receiving member inserted into the anchor bolt and a pressing member. In this case, the rod-shaped rod is less likely to deform than a rubber member, so that the base end is less likely to come loose when a tensile load is applied.
上記実施形態1では、河川氾濫を対象としているが、湖や海に面する堤防(岸壁を含む)に水防構造1,101を設置すれば、小規模な津波や、台風による高波、高潮等からの防護にも適用できることはもちろんである。 In the above embodiment 1, the target is river flooding, but if the flood control structure 1, 101 is installed on a levee (including a seawall) facing a lake or the sea, it can of course also be applied to protection against small-scale tsunamis, high waves caused by typhoons, high tides, etc.
上記実施形態では、膨張部材2,202,302は、ゴム部材としたが、折り畳めてある程度剛性があれば、塩ビシート、ターポリン等の膨張可能な部材でもよい。In the above embodiment, the expansion members 2, 202, 302 are rubber members, but as long as they can be folded and have a certain degree of rigidity, they may also be expandable members such as PVC sheets or tarpaulins.
膨張部材2,202,302は、収納時、膨張時共に見映えをよくするために表面に絵柄が設けられていてもよい。The expansion members 2, 202, 302 may have a pattern on their surface to improve their appearance both when stored and when inflated.
なお、以上の実施形態は、本質的に好ましい例示であって、本発明、その適用物や用途の範囲を制限することを意図するものではない。 Note that the above embodiments are essentially preferred examples and are not intended to limit the scope of the present invention, its applications or uses.
1 水防構造
2 膨張部材
2a 基端部
2b 膨張部材本体
2c 空気取り入れ口
2d 連通用パイプ
3 取付部
4 アンカーボルト
5 カバー部材
5a ヒンジ部
7 パイプ材
10 堤防
10a 上面
11 フェンス
12 膨張部材設置用凹部
12a 底面
13 カバー部材用段部
20 ブロアシステム
21 ブロア
22 切換弁
23 切換レバー
24 圧力計
25 電動給気弁
26 制御盤
27 供給用ホース
31 帆布層
32 内面カバーゴム
33 外面カバーゴム
101 水防構造
103’ 取付部
105,106 カバー部材
105a,106a ヒンジ部
112,112’ 膨張部材設置用凹部
113 カバー部材用段部
114 ゴムシートカバー(取付部カバー)
115 連結部
116 連結部カバー
117 連結部カバー用取付部
201 防水構造
202,202’’ 膨張部材
203’,203’’ 取付部材
205’ ヒンジ部
208’ 先端固定部材
212,212’’ 膨張部材設置用凹部
301 防水構造
302 膨張部材
312 膨張部材設置用凹部
316 帯状部材
A 敷地
B 橋部
D 出入り口
G 通路
R 道路
W 水
1. Water-resistant structure
2 Expansion member
2a Base end
2b Expansion member body
2c Air intake
2d Connecting pipe
3. Mounting section
4 Anchor bolts
5 Cover member
5a Hinge part
7 Pipe material
10 Embankment
10a Top surface
11. Fence
12 Recess for installing expansion member
12a Bottom
13 Cover member step
20 Blower system
21 Blower
22 Switching valve
23 Switching lever
24 Pressure gauge
25 Electric air intake valve
26 Control Panel
27 Supply hose
31 Canvas layer
32 Inner cover rubber
33 Outer cover rubber 101 Waterproof structure 103' Mounting portion 105, 106 Cover member 105a, 106a Hinge portion 112, 112' Recess for installing expansion member 113 Step portion for cover member 114 Rubber sheet cover (mounting portion cover)
115 Connection part 116 Connection part cover 117 Connection part cover mounting part 201 Waterproof structure 202, 202″ Expansion member 203′, 203″ Mounting member 205′ Hinge part 208′ Tip fixing member 212, 212″ Recess for mounting expansion member 301 Waterproof structure 302 Expansion member 312 Recess for mounting expansion member 316 Belt-shaped member
A. Site
B Bridge section
D Entrance/Exit
Aisle G
R Road
W Water
Claims (24)
前記取付部の一方側に基端部が固定され、平板状の折畳み状態から内部にエアーを送り込むことで膨らむ膨張状態に形状変更可能で、前記膨張状態で前記堤防の上面よりも上昇した水位の水に接触して前記水の流出を防ぐ膨張部材とを含み、
前記膨張部材は、
前記堤防に沿って長い膨張可能な部材よりなり、
前記基端部と、
前記基端部に連続し、前記膨張状態においてエアーが充填されて湾曲面を有するように膨らむ膨張部材本体とを備え、
前記折畳み状態において上面が平坦な平板状となり、
少なくとも堤防と交差して橋部に至る道路を含む部分において、前記取付部は、前記道路の上面に形成された膨張部材設置用凹部に収容されて、前記道路又は前記堤防の上面と、前記取付部の上面又は前記取付部の上側に配される取付部カバーの上面と、前記折畳み状態の膨張部材本体の露出部の上面とが略同一の高さであり、前記膨張部材設置用凹部に収容された前記取付部及び前記膨張部材の上を車両及び人が通行可能に構成されている
ことを特徴とする水防構造。 An attachment section provided along the embankment;
an expansion member having a base end fixed to one side of the mounting portion, capable of changing its shape from a flat folded state to an expanded state by pumping air into it, and in the expanded state, contacting water whose level has risen above the top surface of the embankment to prevent the water from flowing out;
The expansion member is
a longitudinal inflatable member extending along said bank;
The base end portion,
an expansion member body that is continuous with the base end portion and is filled with air in the expanded state to expand so as to have a curved surface;
In the folded state, the upper surface is a flat plate-like shape,
A flood control structure characterized in that, in at least a portion including a road that intersects with the embankment and leads to the bridge portion, the mounting portion is accommodated in a recess for installing an expansion member formed on the upper surface of the road, so that the upper surface of the road or the embankment, the upper surface of the mounting portion or the upper surface of the mounting portion cover arranged above the mounting portion, and the upper surface of the exposed portion of the expansion member main body in the folded state are at approximately the same height, and so that vehicles and people can pass over the mounting portion and the expansion member accommodated in the recess for installing the expansion member.
前記取付部の一方側に基端部が固定され、平板状の折畳み状態から内部にエアーを送り込むことで膨らむ膨張状態に形状変更可能で、前記膨張状態で上昇した水位の水に接触して前記水の流出を防ぐ膨張部材とを含み、
前記膨張部材は、
前記建物又は敷地に沿って長い膨張可能な部材よりなり、
前記基端部と、
前記基端部に連続し、前記膨張状態においてエアーが充填されて湾曲面を有するように膨らむ膨張部材本体とを備え、
前記折畳み状態において上面が平坦な平板状となり、
少なくとも前記出入り口に至る通路を含む部分において、前記取付部は、前記通路の上面に形成された膨張部材設置用凹部に収容されて、前記通路の上面と、前記取付部の上面又は前記取付部の上側に配される取付部カバーの上面と、前記折畳み状態の膨張部材本体の露出部の上面とが略同一の高さであり、前記膨張部材設置用凹部に収容された前記取付部及び前記膨張部材の上を車両及び人が通行可能に構成されている
ことを特徴とする水防構造。 A mounting portion provided along a building or site having a passageway leading to an entrance and exit for vehicles and people;
an expansion member having a base end fixed to one side of the mounting portion, capable of changing its shape from a flat folded state to an expanded state by supplying air thereinto, and contacting water at a raised water level in the expanded state to prevent the water from flowing out;
The expansion member is
a length of inflatable member along the building or site;
The base end portion,
an expansion member body that is continuous with the base end portion and is filled with air in the expanded state to expand so as to have a curved surface;
In the folded state, the upper surface is a flat plate-like shape,
A flood prevention structure characterized in that, in at least a portion including the passage leading to the entrance/exit, the mounting portion is accommodated in a recess for installing an expansion member formed on the upper surface of the passage, such that the upper surface of the passage, the upper surface of the mounting portion or the upper surface of a mounting portion cover arranged above the mounting portion, and the upper surface of the exposed portion of the expansion member main body in the folded state are at approximately the same height, and the mounting portion and the expansion member accommodated in the recess for installing an expansion member are configured to allow vehicles and people to pass over them.
ことを特徴とする請求項1又は2に水防構造。 3. The waterproof structure according to claim 1, wherein the recess for installing the expansion member is formed so that the recess is deep around the mounting portion and shallow around the expansion member.
ことを特徴とする請求項3に記載の水防構造。 The water prevention structure described in claim 3, characterized in that the mounting portion is covered by the three- dimensional mounting portion cover inside the expansion member installation recess so as to fill any gaps, and is configured to allow vehicles and people to pass over the mounting portion cover and the expansion member.
ことを特徴とする請求項1又は2に記載の水防構造。 3. The waterproof structure according to claim 1, wherein the plurality of expansion members have connecting portions at their longitudinal ends.
ことを特徴とする請求項5に記載の水防構造。 The water prevention structure described in claim 5, characterized in that the connecting portion is made of a plurality of metal plates, and the longitudinal ends of the plurality of expansion members are sandwiched between the plurality of metal plates, and the connecting portion is covered with a connecting portion cover to reduce unevenness and prevent water from leaking from the connecting portion.
ことを特徴とする請求項5に記載の水防構造。 6. The waterproof structure according to claim 5 , wherein a communication pipe extending in the longitudinal direction is provided inside the connecting portion, so that adjacent expansion members in the longitudinal direction are in communication with each other.
ことを特徴とする請求項5に記載の水防構造。 6. The waterproof structure according to claim 5 , wherein the longitudinal ends of the expansion members are connected in a sealed state at the connecting portions.
ことを特徴とする請求項5に記載の水防構造。 The water prevention structure described in claim 5, characterized in that the connecting portion is composed of a band-shaped member, and the band-shaped member is bonded in a state in which it covers and straddles the longitudinal ends of adjacent expansion members, thereby connecting the expansion members .
ことを特徴とする請求項2に記載の水防構造。 3. The flood control structure according to claim 2, wherein a plurality of the expansion members are connected also at corners of the building or site.
ことを特徴とする請求項1又は2に記載の水防構造。 3. The waterproof structure according to claim 1, wherein an anti-slip structure is provided on a portion of the inflatable member that becomes an upper surface in the folded state.
ことを特徴とする請求項11に記載の水防構造。 The waterproof structure according to claim 11 , characterized in that the anti-slip structure has an uneven surface.
ことを特徴とする請求項12に記載の水防構造。 The flood prevention structure according to claim 12 , characterized in that the uneven surface forms a drainage groove.
ことを特徴とする請求項13に記載の水防構造。 14. A flood control structure as claimed in claim 13 , characterized in that the drainage groove traverses the entire width of the expansion member.
ことを特徴とする請求項13に記載の水防構造。 The flood prevention structure according to claim 13 , characterized in that the drainage grooves intersect the lengthwise and widthwise directions of the expansion member.
ことを特徴とする請求項13に記載の水防構造。 The flood control structure according to claim 13, characterized in that the drainage groove has a woven structure.
ことを特徴とする請求項1又は2に記載の水防構造。 3. The waterproof structure according to claim 1, wherein the expansion member is reinforced with a woven fabric.
ことを特徴とする請求項1又は2に記載の水防構造。 3. The waterproof structure according to claim 1, wherein the rigidity of the sheet member above the air chamber in the inflatable member is greater than the rigidity of the sheet member below the air chamber.
ことを特徴とする請求項1又は2に記載の水防構造。 3. The waterproof structure according to claim 1, wherein a thickness of the sheet member above the air chamber in the inflatable member is greater than a thickness of the sheet member below the air chamber.
ことを特徴とする請求項1又は2に記載の水防構造。 3. The waterproof structure according to claim 1, wherein the inflatable member includes a sheet of ethylene propylene rubber.
ことを特徴とする請求項1又は2に記載の水防構造。 A waterproof structure as described in claim 1 or 2, characterized in that a groove, protrusion or hollow portion extending in the longitudinal direction is provided on the inner surface of the expansion member, and the groove, protrusion or hollow portion is configured to guide the air in the expansion member to a hole portion that can communicate with the outside of the expansion member when exhausted.
前記取付部の一方側に基端部が固定され、平板状の折畳み状態から内部にエアーを送り込むことで膨らむ膨張状態に形状変更可能で、前記膨張状態で前記堤防の上面よりも上昇した水位の水に接触して前記水の流出を防ぐ膨張部材とを含み、
前記膨張部材は、
前記堤防に沿って長い膨張可能な部材よりなり、
前記基端部と、
前記基端部に連続し、前記膨張状態においてエアーが充填されて湾曲面を有するように膨らむ膨張部材本体とを備え、
前記折畳み状態において上面が平坦な平板状となり、
少なくとも堤防と交差して橋部に至る道路を含む部分において、前記道路又は前記堤防の上面と、前記取付部の上面又は前記取付部の上側に配される取付部カバーの上面と、前記折畳み状態の膨張部材本体の露出部の上面とが略同一の高さであり、前記取付部及び前記膨張部材の上を車両及び人が通行可能に構成されている
ことを特徴とする水防構造。 An attachment section provided along the embankment;
an expansion member having a base end fixed to one side of the mounting portion, capable of changing its shape from a flat folded state to an expanded state by pumping air into it, and in the expanded state, contacting water whose level has risen above the upper surface of the embankment to prevent the water from flowing out;
The expansion member is
a longitudinal inflatable member extending along said bank;
The base end portion,
an expansion member body that is continuous with the base end portion and is filled with air in the expanded state to expand so as to have a curved surface;
In the folded state, the upper surface is a flat plate-like shape,
A flood control structure characterized in that, at least in the portion including the road that intersects the embankment and leads to the bridge, the upper surface of the road or the embankment, the upper surface of the mounting part or the upper surface of the mounting part cover arranged above the mounting part, and the upper surface of the exposed part of the expansion member body in the folded state are at approximately the same height, and the structure is configured to allow vehicles and people to pass over the mounting part and the expansion member.
前記取付部の一方側に基端部が固定され、平板状の折畳み状態から内部にエアーを送り込むことで膨らむ膨張状態に形状変更可能で、前記膨張状態で上昇した水位の水に接触して前記水の流出を防ぐ膨張部材とを含み、
前記膨張部材は、
前記建物又は敷地に沿って長い膨張可能な部材よりなり、
前記基端部と、
前記基端部に連続し、前記膨張状態においてエアーが充填されて湾曲面を有するように膨らむ膨張部材本体とを備え、
前記折畳み状態において上面が平坦な平板状となり、
少なくとも前記出入り口に至る通路を含む部分において、前記通路の上面と、前記取付部の上面又は前記取付部の上側に配される取付部カバーの上面と、前記折畳み状態の膨張部材本体の露出部の上面とが略同一の高さであり、前記取付部及び前記膨張部材の上を車両及び人が通行可能に構成されている
ことを特徴とする水防構造。 A mounting portion provided along a building or site having a passageway leading to an entrance and exit for vehicles and people;
an expansion member having a base end fixed to one side of the mounting portion, capable of changing its shape from a flat folded state to an expanded state by supplying air thereinto, and contacting water at a raised water level in the expanded state to prevent the water from flowing out;
The expansion member is
a length of inflatable member along the building or site;
The base end portion,
an expansion member body that is continuous with the base end portion and is filled with air in the expanded state to expand so as to have a curved surface;
In the folded state, the upper surface is a flat plate-like shape,
A flood prevention structure characterized in that, in at least a portion including the passage leading to the entrance/exit, the upper surface of the passage, the upper surface of the mounting part or the upper surface of the mounting part cover arranged above the mounting part, and the upper surface of the exposed part of the expansion member main body in the folded state are at approximately the same height, and the structure is configured to allow vehicles and people to pass over the mounting part and the expansion member.
ことを特徴とする請求項22又は23に記載の水防構造。24. A waterproof structure according to claim 22 or 23.
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JP2001152432A (en) | 1999-11-25 | 2001-06-05 | Hokoku Kogyo Co Ltd | Overturn type waterproof door using rubber hinge |
JP2005105775A (en) | 2003-10-02 | 2005-04-21 | Norimasa Ozaki | Breakwater for tsunami and method of constructing the same |
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JPS5741219Y2 (en) * | 1979-02-06 | 1982-09-10 | ||
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JPS59220512A (en) * | 1983-05-30 | 1984-12-12 | Sumitomo Electric Ind Ltd | Fixing bolt |
JPS605904A (en) * | 1983-06-25 | 1985-01-12 | Nippon Jido Kiko Kk | Temporary cut-off device by tubular film structure |
JPS6421111A (en) * | 1987-07-15 | 1989-01-24 | Bridgestone Corp | Anti-flood structure using flexible long bag |
JP2000204527A (en) * | 1999-01-18 | 2000-07-25 | Kazushiro Hayashi | Structure having impervious wall body |
JP3718694B2 (en) * | 1999-04-23 | 2005-11-24 | 芦森工業株式会社 | Impermeable wall structure and impermeable wall construction method |
JP2003064643A (en) * | 2001-08-28 | 2003-03-05 | Yokohama Rubber Co Ltd:The | Clamp part structure of rubber weir |
JP3823273B2 (en) * | 2004-11-17 | 2006-09-20 | エン・テク株式会社 | Float body sheet |
JP6260932B2 (en) * | 2013-12-24 | 2018-01-17 | 株式会社大林組 | Tube for preventing flooding and its bundling structure |
US10697143B2 (en) * | 2016-12-22 | 2020-06-30 | HTE Engineering LLC | Inflatable dam and method thereof |
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JP2001152432A (en) | 1999-11-25 | 2001-06-05 | Hokoku Kogyo Co Ltd | Overturn type waterproof door using rubber hinge |
JP2005105775A (en) | 2003-10-02 | 2005-04-21 | Norimasa Ozaki | Breakwater for tsunami and method of constructing the same |
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