JP6340211B2 - Canal covering structure and covering method for canal - Google Patents

Canal covering structure and covering method for canal Download PDF

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JP6340211B2
JP6340211B2 JP2014041762A JP2014041762A JP6340211B2 JP 6340211 B2 JP6340211 B2 JP 6340211B2 JP 2014041762 A JP2014041762 A JP 2014041762A JP 2014041762 A JP2014041762 A JP 2014041762A JP 6340211 B2 JP6340211 B2 JP 6340211B2
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irrigation channel
covering material
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corrugated plate
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JP2015166539A (en
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修 南
修 南
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株式会社 南組
株式会社 南組
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本発明は、水田、畑に設置する農業用水路、その他の用水路が大雨により崩壊し、或いは堆積物によって円滑な流水が妨げられる事態や、用水路から地中に漏水して隣接地を湿潤化する事態を防止し、また用水路の耐久性を高めるようにした用水路被覆構造体及び用水路の被覆工法に関する。 The present invention relates to a situation where a paddy field, an agricultural waterway installed in a field, or other waterways collapses due to heavy rain, or a smooth flow of water is hindered by sediments, or a situation where water is leaked from the waterway into the ground and the adjacent land is moistened. In addition, the present invention relates to a irrigation channel covering structure and a irrigation channel coating method that can improve the durability of the irrigation channel.

例えば、農業用水路は、地盤に略凵状の溝を掘削形成し、該溝の底面と両側面をコンクリートで覆ってコンクリート製被覆体に構成しているのが一般的であるが、コンクリート製用水路は重量があるために軟弱地盤には向かないという問題がある。そこで、軟弱地盤の地域では、コンクリートより軽量のコルゲート鋼板(波型鋼板)で溝の底面と側面を覆い、連接するコルゲート鋼板同士は防水用ゴムパッキンを挟んでボルト・ナットで連結して敷設するコルゲート鋼板製被覆体に構成にしてある。   For example, an agricultural waterway is generally formed by excavating and forming a substantially bowl-shaped groove on the ground, and covering the bottom and both sides of the groove with concrete to form a concrete covering. Has a problem that it is not suitable for soft ground due to its weight. Therefore, in soft ground areas, the bottom and sides of the groove are covered with corrugated steel sheets (corrugated steel sheets) that are lighter than concrete, and the corrugated steel sheets connected to each other are laid with bolts and nuts sandwiched between waterproof rubber packings. A corrugated steel sheet covering is used.

しかし、大雨や積雪時の圧力により、また発錆による劣化によってコルゲート鋼板やゴムパッキンが次第に変形して連結部位から地中に漏水して隣接地の湿潤化を招くという問題、端部側が捲れて強度性が損なわれると共に土砂の流出を招くという問題がある。また、図7に示すように、コルゲート鋼板31の表面31Aに連結用のボルト・ナット32が約30mm突出しており、これに草、ごみが纏わり付いて次第に大きな塊になり、これに枯れ枝等の大きなごみが掛って水の流れを妨げるだけでなく、用水路からの溢流を招くという問題があり、数年毎にゴミの除去作業が必要とされる。また、景観を損なうという問題もある。 However, the corrugated steel plate and rubber packing are gradually deformed due to pressure during heavy rain and snowfall, and deterioration due to rusting, causing water to leak from the connection site into the ground, resulting in wetting of the adjacent land, and the end side is drowned There is a problem that the strength is impaired and the outflow of earth and sand is caused. Further, as shown in FIG. 7, a bolt / nut 32 for connection protrudes from the surface 31A of the corrugated steel plate 31 by about 30 mm, and grass and dust are gathered together to gradually become a large lump. There is a problem that not only does the large amount of dust impede the flow of water, but also causes overflow from the irrigation channel, and it is necessary to remove dust every several years. There is also the problem of damaging the landscape.

そこで、補修箇所にゴムシートを被せる、樹脂塗装を施すといった補修方法を行い、或いは、凹凸の変形が激しい地盤では埋設管を配設するといった補修方法も行われている。 In view of this, a repairing method such as covering the repaired part with a rubber sheet or applying a resin coating is performed, or a repairing method is provided such that a buried pipe is disposed on the ground where the irregularities are severely deformed.

見出せず。Not found.

しかし、上述したゴムシートで補修する方法は水圧や流下する固形物によってゴムシートが剥がれるという欠点、樹脂塗装を施す方法は紫外線よる劣化を生じるという欠点があり、耐久性のある確実な補修方法が提案されていないのが現状である。また、埋設管による補修方法はコストが嵩むという欠点があり、しかも補修箇所は年々が増えることからコストが嵩む欠点は補修方法として採用し難いという問題がある。 However, the above-mentioned method of repairing with a rubber sheet has the disadvantage that the rubber sheet is peeled off by water pressure or solids flowing down, and the method of applying resin coating has the disadvantage of causing deterioration due to ultraviolet rays, and there is a durable and reliable repair method. The current situation has not been proposed. In addition, the repair method using the buried pipe has a disadvantage that the cost is high, and the repair point increases year by year, so that the disadvantage that the cost is high is difficult to adopt as a repair method.

本発明は上述した従来技術の諸欠点に鑑みなされたもので、コンクリートより軽量なコルゲート板を使用するので軟弱地盤にも好適であるし、表面はボルト・ナット類の突起物の無い平滑面からなるので雑草等が絡まることもなく水を円滑に流下させることができ、地中への漏水も防止して耐久性にも優れている用水路被覆構造体及び用水路の被覆工法を提供することを目的とする。   The present invention has been made in view of the above-mentioned drawbacks of the prior art, and is suitable for soft ground because it uses a corrugated plate that is lighter than concrete, and the surface is a smooth surface free from projections of bolts and nuts. The purpose of the present invention is to provide a irrigation channel covering structure and a irrigation channel coating method that can smoothly flow down water without weeds and the like, prevent leakage into the ground, and have excellent durability. And

上述した課題を解決するために構成した請求項1に係る本発明の手段は、用水路の底面から両側面にかけて配置され、所定の間隔で長手方向に列設する複数本の支持枠材と、該支持枠材上に敷設され、前記用水路の底面及び側面を覆うコルゲート板と、該コルゲート板の表面を覆うように配設した被覆材と、該被覆材の表面を覆うように配設した耐久性被装材とから構成することにより、流水面を平滑面に形成したことにある。 The means of the present invention according to claim 1 configured to solve the above-mentioned problem is arranged from the bottom surface of the irrigation channel to both side surfaces, and a plurality of support frame members arranged in a longitudinal direction at predetermined intervals, and A corrugated plate laid on a support frame material and covering the bottom and side surfaces of the water channel, a covering material arranged to cover the surface of the corrugated plate, and a durability arranged to cover the surface of the covering material This is because the flowing water surface is formed to be a smooth surface by constituting the material.

そして、前記コルゲート板、被覆材及び耐久性被装材の上端側は、前記用水路の長手方向に沿って略冂字状の傘木で覆う構成にするとよい。   And the upper end side of the said corrugated board, a coating | covering material, and a durable covering material is good to set it as the structure covered with a substantially U-shaped umbrella tree along the longitudinal direction of the said water channel.

また、前記被覆材は、軟質材であるとよい。   The covering material may be a soft material.

また、前記耐久性被装材は、ポリマーセメントモルタルに高炉スラグ及び短繊維を混合したものであるとよい。   The durable covering material may be a mixture of polymer cement mortar and blast furnace slag and short fibers.

請求項1記載の用水路被覆構造体は、連結した複数枚をユニットとし、隣接する該ユニット同士は伸縮吸収体によって連結するとよい。   In the irrigation channel covering structure according to claim 1, a plurality of connected units may be used as a unit, and the adjacent units may be connected by a stretchable absorber.

更に、本願の請求項6に係る本発明を構成する手段は、用水路の底面及び両側面を整備する前処理工程と、該用水路の底面から両側面に沿った略凵字状の支持枠材の複数本を、用水路の長手方向に所定の間隔で列設する支持枠材列設工程と、該支持枠材上にコルゲート板を敷設することにより前記用水路の底面及び両側面を覆うコルゲート板敷設工程と、該コルゲート板の表面に被覆材を配設する被覆材配設工程と、該被覆材の表面に耐久性被装材を被着する被装材被着工程とにより、流水面が平滑面からなる用水路被覆構造体を設置することにある。   Further, the means constituting the present invention according to claim 6 of the present application includes a pretreatment step for maintaining the bottom surface and both side surfaces of the irrigation channel, and a substantially frame-shaped support frame member extending along both side surfaces from the bottom surface of the irrigation channel. A support frame material arranging step of arranging a plurality of the water channels at a predetermined interval in the longitudinal direction of the water channel, and a corrugated plate laying step of covering the bottom surface and both side surfaces of the water channel by laying a corrugated plate on the support frame material And a covering material disposing step for disposing a covering material on the surface of the corrugated plate and a covering material applying step for applying a durable covering material on the surface of the covering material. It is in installing the waterway covering structure which consists of.

そして、前記耐久性被装材は、ポリマーセメントモルタルに高炉スラグ及び短繊維を混合したものであるとよい。 The durable covering material may be a mixture of polymer cement mortar and blast furnace slag and short fibers.

本発明は上述の如く構成したから下記の諸効果を奏する。
(1)用水路被覆構造体は、コルゲート板の表面を被覆材で覆ってボルト・ナット等が表面に突出しない平滑面に形成したから、水は円滑に流下することができるし、ゴミ等が掛着して肥大化し水の流れを妨げることによる溢流問題も解消することができる。
(2)用水路被覆構造体は、コルゲート板の表面を被覆材と耐久性被装材の2層で被覆する構成にしたから、強度性と耐久性に優れているし、地中への漏水を確実に防止して近隣地を湿潤化する問題を解決することができ、かつ補修費やコルゲート板の取り替え費を大幅に節減することができる。
(3)ゴミ除去作業が不要になるから維持管理費を節減できるし、景観が損なわれる問題も解決できる。
(4)被覆材には軟質材を用いたから、コルゲート板の伸縮や歪に追随できるので用水路被覆構造体が大きく損壊することがない。
(5)コルゲート板は用水路に所定の間隔で配置する支持枠材によって底部から両側部を支持する構成にしたから、地震等による地盤の変形や豪雨時の水圧に対する強度性を持有しており、耐久性に優れている。
(6)耐久性被装材は、ポリマーセメントモルタルに高炉スラグ及び繊維を混合したもので、靭性が高いことから豪雨や地震による微細振動に対するひび割れ抵抗性がある。
(7)コルゲート板、被覆材及び耐久性被装材の上端側は、用水路の長手方向に沿って略冂字状の傘木で覆った構成にし、雨水の浸透や凍結による各構成材の剥離現象を防止するようにしたから、耐久性に優れた用水路被覆構造体にできる。
(8)用水路被覆構造体は、複数枚を連結してユニットとし、隣接する該ユニット同士は伸縮緩衝体によって連結し、気温や水温の変化によるコルゲート板の伸縮を吸収する構成にしたから、変形による漏水を解決すると共に耐久性を高めることができる。
Since the present invention is configured as described above, the following effects can be obtained.
(1) Since the water channel covering structure is formed on a smooth surface where the surface of the corrugated plate is covered with a covering material so that bolts, nuts, etc. do not protrude from the surface, water can flow smoothly and dust is hung. Overflow problems caused by wearing and enlarging and hindering the flow of water can also be solved.
(2) Since the channel covering structure has a structure in which the surface of the corrugated plate is covered with two layers of a covering material and a durable covering material, it has excellent strength and durability, and leaks water into the ground. The problem of wetness in the vicinity can be solved without fail, and repair costs and corrugated plate replacement costs can be greatly reduced.
(3) Since no dust removal work is required, maintenance costs can be reduced, and the problem of damaging the landscape can be solved.
(4) Since a soft material is used as the covering material, it can follow the expansion and contraction and distortion of the corrugated plate, so that the irrigation channel covering structure is not greatly damaged.
(5) Since the corrugated plate is configured to support both sides from the bottom with support frame members arranged at predetermined intervals in the water channel, it has strength against ground deformation due to earthquakes and water pressure during heavy rain. Excellent durability.
(6) Durable material is a mixture of polymer cement mortar and blast furnace slag and fibers , and has high toughness, and therefore has resistance to cracking due to fine vibrations caused by heavy rain or earthquake.
(7) The upper end side of the corrugated plate, the covering material, and the durable covering material is covered with a substantially square-shaped umbrella tree along the longitudinal direction of the irrigation channel, and each component is separated by rainwater permeation and freezing. Since the phenomenon is prevented, the irrigation channel covering structure having excellent durability can be obtained.
(8) The water channel covering structure is formed by connecting a plurality of units to form a unit, and the adjacent units are connected by an expansion / contraction buffer to absorb expansion / contraction of the corrugated plate due to changes in temperature and water temperature. It is possible to improve the durability while solving the leakage of water.

本発明の実施の形態に係る用水路被覆構造体の部分平面図である。It is a partial top view of the waterway covering structure which concerns on embodiment of this invention. 図1中のII−II矢示方向断面図である。It is II-II arrow direction sectional drawing in FIG. 用水路被覆構造体の部分横断面図である。It is a partial cross-sectional view of an irrigation channel covering structure. 図3中のIV−IV矢示方向部分縦断面図である。FIG. 4 is a partial vertical sectional view in the direction of arrows IV-IV in FIG. 3. コルゲート鋼板の連結構造を示す部分拡大端面図である。It is a partial expanded end view which shows the connection structure of a corrugated steel plate. コルゲート鋼板の伸縮吸収体の部分拡大端面図である。It is a partial expanded end view of the expansion-contraction absorber of a corrugated steel plate. 従来技術に係る用水路被覆体の構成説明図である。It is composition explanatory drawing of the canal covering body which concerns on a prior art.

以下、本発明の実施の形態を図面に基づき詳述する。図において、51は地盤、52は後述する用水路被覆構造体1(以下、被覆構造体1という。)を設置する農業用の用水路で、該用水路52は地盤51に底面52Aと、若干傾斜した側面52B、52Bを掘削して上方が若干開いた略凵字状に形成してある。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. In the figure, 51 is the ground, 52 is an agricultural irrigation channel on which an after-mentioned canal covering structure 1 (hereinafter referred to as covering structure 1) is installed. The irrigation channel 52 has a bottom surface 52A and a slightly inclined side surface on the ground 51. 52B and 52B are excavated and formed in a substantially square shape with the upper part slightly opened.

1は前記用水路52を保護するための被覆構造体、2、2、・・は該被覆構造体1を構成する複数本の支持枠材で、該各支持枠材2は角材により下枠材部2Aと、該下枠材部2Aの両端から斜めに起立する側枠材部2B、2Bとから上方が開いた略凵字状に形成してあり、用水路52の底面52A及び両側面52B、52Bに沿って所定の間隔、本実施の形態では900mmの間隔で地盤51に配設してある。 1 is a covering structure for protecting the irrigation channel 52, 2, 2,... Are a plurality of supporting frame members constituting the covering structure 1, and each supporting frame member 2 is a lower frame member portion by a square member. 2A and side frame members 2B and 2B that stand up obliquely from both ends of the lower frame member 2A, and are formed in a generally square shape with the upper part opened, and the bottom surface 52A and both side surfaces 52B and 52B of the water channel 52 are formed. Are arranged on the ground 51 at predetermined intervals along the line, in this embodiment, at intervals of 900 mm.

3は用水路52の底面52Aを覆う底面コルゲート鋼板で、該底面コルゲート鋼板3は前記各支持枠材2の下枠材部2A上に敷設して用水路52の長手方向に列設してある。4、4は用水路52の各側面52Bを覆う側面コルゲート鋼板を示し、該各側面コルゲート鋼板4は各支持枠材2の側枠材部2B上に敷設して用水路52の長手方向に列設してある。そして、底面コルゲート鋼板3は下枠材部2Aに、側面コルゲート鋼板4は側枠材部2Bに夫々嵌合したU字型ボルト本体5Aとナット5Bからなる締着部材5で固定してあり、各コルゲート鋼板3、4は支持枠材2と一体化することで形態の安定性と強度性を有している。 Reference numeral 3 denotes a bottom corrugated steel plate that covers the bottom surface 52 </ b> A of the water channel 52. The bottom corrugated steel plate 3 is laid on the lower frame material part 2 </ b> A of each support frame material 2 and arranged in the longitudinal direction of the water channel 52. Reference numerals 4 and 4 denote side corrugated steel plates covering the side surfaces 52B of the irrigation channel 52. The side corrugated steel plates 4 are laid on the side frame member 2B of each support frame member 2 and arranged in the longitudinal direction of the irrigation channel 52. It is. The bottom corrugated steel plate 3 is fixed to the lower frame material portion 2A, and the side corrugated steel plate 4 is fixed to a fastening member 5 including a U-shaped bolt body 5A and a nut 5B fitted to the side frame material portion 2B, respectively. The corrugated steel plates 3 and 4 are integrated with the support frame member 2 to have stability and strength in form.

また、列設した底面コルゲート鋼板同士3、3は、図5に示すように、一側縁部3Bと他側縁部3Cを重畳して連結ボルト・ナット6で締着して連結することにより一体性と強度性を持たせ、重畳部位の隙間は後述するエフモル等のシール材7で被覆して防水性を持たせてある。
同様にして、側面コルゲート鋼板4、4同士及び底面コルゲート鋼板3と側面コルゲート鋼板4も連結ボルト・ナット6で連結して一体性と強度性を持たせ、シール材7で被覆して防水性を持たせてある。
Further, as shown in FIG. 5, the arranged bottom corrugated steel plates 3, 3 are connected by overlapping one side edge 3 </ b> B and the other side edge 3 </ b> C by fastening with connecting bolts and nuts 6. The gap between the overlapping portions is covered with a sealing material 7 such as efmol, which will be described later, so as to be waterproof.
Similarly, the side corrugated steel plates 4 and 4 and the bottom corrugated steel plate 3 and the side corrugated steel plate 4 are also connected with connecting bolts and nuts 6 so as to have integrity and strength, and are covered with a sealing material 7 for waterproofness. I have it.

8は底面コルゲート鋼板3及び側面コルゲート鋼板4の各表面3A、4Bを覆うように配設した被覆材を示す。該被覆材8はコルゲート鋼板3、4の温度変化による伸縮を吸収可能な材、例えばポリウレタンや合成ゴムのような弾性及び柔軟性を有する軟質材によって厚さ約50mmの板状に形成してあり、締着部材5のU字型ボルト5A・ナット5B及び連結ボルト・ナット6に対応する位置に収容穴8Aが形成してある。そして、被覆材8は底面コルゲート鋼板3の表面3A及び側面コルゲート鋼板4の表面4Bに裏面8Bを接着剤によって接着して固定してある。被覆材8の厚さを約50mmに設定したのは、前記U字型ボルト5A及びナット5B、連結ボルト・ナット6を完全に収容するためである。 Reference numeral 8 denotes a covering material disposed so as to cover the surfaces 3A and 4B of the bottom corrugated steel plate 3 and the side corrugated steel plate 4. The covering material 8 is formed in a plate shape having a thickness of about 50 mm by a material capable of absorbing expansion and contraction due to temperature changes of the corrugated steel plates 3 and 4, for example, a soft material having elasticity and flexibility such as polyurethane and synthetic rubber. A receiving hole 8A is formed at a position corresponding to the U-shaped bolt 5A / nut 5B and the connecting bolt / nut 6 of the fastening member 5. And the coating | covering material 8 adhere | attaches and fixes the back surface 8B on the surface 3A of the bottom face corrugated steel plate 3, and the surface 4B of the side surface corrugated steel plate 4 with the adhesive agent. The reason why the thickness of the covering material 8 is set to about 50 mm is to completely accommodate the U-shaped bolt 5A, the nut 5B, and the connecting bolt / nut 6.

9は前記被覆材8の表面8Cを覆うように形成した耐久性被装材である。該耐久性被装材9は、流下する流木、土砂等の固形物から軟質材である被覆材8を保護するもので、耐凍害性、耐摩耗性、耐衝撃性、靭性を有することで耐久性のある材料、本実施の形態ではポリマーセメントモルタルに高炉スラグと短繊維を混合した材料、商品名エフモル(登録商標)を吹付手段によって被覆材8の表面8Cに厚さ約30mmに形成したものからなる。また、耐久性被装材9は前記収容穴8Aに充填することにより、被覆材8の表面8Cを平坦に形成してある。   Reference numeral 9 denotes a durable covering material formed so as to cover the surface 8 </ b> C of the covering material 8. The durable covering material 9 protects the covering material 8 which is a soft material from solids such as driftwood, earth and sand flowing down, and is durable by having frost damage resistance, abrasion resistance, impact resistance and toughness. Material, in this embodiment, a material in which polymer cement mortar is mixed with blast furnace slag and short fibers, and the product name Fmol (registered trademark) formed on the surface 8C of the covering material 8 to a thickness of about 30 mm by spraying means Consists of. Further, the durable covering material 9 is filled in the accommodation hole 8A, so that the surface 8C of the covering material 8 is formed flat.

10は側面コルゲート鋼板4、被覆材8及び耐久性被装材9の上端側を覆うステンレススチール製の傘木を示す。該傘木10は帯状の上面部10Aと、該上面部10Aの一側縁から下方に伸びる表面部10Bと、上面部10Aの他側縁から下方に伸びる裏面部10Cとから側面視で略傾斜冂状に形成した形状からなり、上方から嵌合して傘木10の表面部10Bの下端と耐久性被装材9の部位にシール材7を塗布して隙間から雨水等が浸入するのを防止している。   Reference numeral 10 denotes a stainless steel umbrella that covers the upper side of the side corrugated steel plate 4, the covering material 8 and the durable covering material 9. The umbrella tree 10 is substantially inclined in a side view from a belt-like upper surface portion 10A, a surface portion 10B extending downward from one side edge of the upper surface portion 10A, and a rear surface portion 10C extending downward from the other side edge of the upper surface portion 10A. It has a shape formed in a bowl shape, and is fitted from above to apply the sealing material 7 to the lower end of the surface portion 10B of the umbrella tree 10 and the portion of the durable covering material 9 so that rainwater or the like enters from the gap. It is preventing.

この傘木10は、側面コルゲート鋼板4、被覆材8及び耐久性被装材9の上側縁部を覆うことで、これら構成材の間に雨水が浸入し、また浸入した雨水が凍結膨脹して剥離現象を招いて被覆構造体1を損壊させる事態を防止し、また紫外線で劣化する事態を可及的に防止する。更に、側面コルゲート鋼板4、被覆材8及び耐久性被装材9を一体化することで被覆構造体1の強度性を高めている。これらの機能を発揮するために、傘木10は耐候性と強度性に優れたステンレススチール材で成形してある。 This umbrella tree 10 covers the upper edge of the side corrugated steel plate 4, the covering material 8 and the durable covering material 9, so that rainwater infiltrates between these constituent materials, and the infiltrated rainwater freezes and expands. A situation in which the covering structure 1 is damaged due to a peeling phenomenon is prevented, and a situation in which it is deteriorated by ultraviolet rays is prevented as much as possible. Furthermore, the strength of the covering structure 1 is enhanced by integrating the side corrugated steel plate 4, the covering material 8 and the durable covering material 9. In order to perform these functions, the umbrella 10 is formed of a stainless steel material having excellent weather resistance and strength.

更に、所定枚数の底面コルゲート鋼板3及び側面コルゲート鋼板4は上述の如く連結することでユニットYとし、列設するユニットY、Y同士は伸縮緩衝体11によって連結してある。該伸縮緩衝体11はゴム製の伸縮板12と、該伸縮板12の端部12AをユニットYの端に位置する底面コルゲート鋼板3及び側面コルゲート鋼板4の一側端に重ね、裏面から当て板13を当接して固定ボルト・ナット14で締着することにより連結してある。ユニットY同士をこのように伸縮緩衝体11で連結する構成にしたから、気温や水温の変動による底部コルゲート鋼板3及び側部コルゲート鋼板4の伸縮や捻じれを吸収して水漏れを防止し、また衝撃を吸収するので被覆構造体1の耐久性を高めている。 Further, the predetermined number of bottom corrugated steel plates 3 and side corrugated steel plates 4 are connected as described above to form a unit Y, and the units Y and Y arranged in parallel are connected by an expansion / contraction buffer 11. The stretch buffer 11 is composed of a rubber stretch plate 12 and an end 12A of the stretch plate 12 overlaid on one end of the bottom corrugated steel plate 3 and the side corrugated steel plate 4 located at the end of the unit Y, and a backing plate from the back surface. 13 are brought into contact with each other and fastened with fixing bolts and nuts 14. Since the units Y are connected to each other by the expansion and contraction buffer 11 in this way, the expansion and twisting of the bottom corrugated steel sheet 3 and the side corrugated steel sheet 4 due to fluctuations in air temperature and water temperature are absorbed to prevent water leakage. Moreover, since the impact is absorbed, the durability of the covering structure 1 is enhanced.

本実施の形態は上述の構成からなるもので、次にその設置作業について説明する。被覆構造体1を設置する用水路52は既存、新設を問わないが、既存の用水路52の場合は特に底面52A及び側面52Bの凹凸を均す、草木を除去するといった平坦化のための整備作業を行う(前処理工程)。次に、用水路52の底面52Aから両側面52Bに配置する形状からなる支持枠材2を、所定の間隔で用水路52の長手方向に列設する作業を行う(支持枠材列設工程)。   This embodiment has the above-described configuration, and the installation work will be described next. The irrigation channel 52 where the covering structure 1 is installed may be existing or new, but in the case of the existing irrigation channel 52, maintenance work for flattening such as leveling the unevenness of the bottom surface 52A and the side surface 52B and removing the vegetation are particularly performed. Perform (pretreatment step). Next, the support frame member 2 having a shape arranged on the both side surfaces 52B from the bottom surface 52A of the water channel 52 is arranged in the longitudinal direction of the water channel 52 at a predetermined interval (support frame material arranging step).

用水路52内に所定本数の支持枠材2を列設する作業が完了したら、該各支持枠材2上にコルゲート鋼板3、4を敷設する(コルゲート板敷設工程)。即ち、支持枠材2の下枠部材2Aに底部コルゲート鋼板3を列設し、締着部材5で固定する。隣接する底板コルゲート鋼板3同士は縁部を重畳して連結ボルト・ナット6で連結し、シール材7で隙間を閉塞する。
同様にして、支持枠材2の側枠部材2Bに側部コルゲート鋼板4を列設し、締結部材5で固定する。隣接する側部コルゲート鋼板4同士は縁部を重畳して連結ボルト・ナット6で連結し、シール材7で隙間を閉塞する。
When the operation of arranging the predetermined number of support frame members 2 in the water channel 52 is completed, the corrugated steel plates 3 and 4 are laid on the support frame members 2 (corrugated plate laying step). That is, the bottom corrugated steel plate 3 is arranged in a row on the lower frame member 2 </ b> A of the support frame member 2 and fixed by the fastening member 5. Adjacent bottom plate corrugated steel plates 3 are connected by connecting bolts / nuts 6 with overlapping edges, and the sealing material 7 closes the gap.
Similarly, the side corrugated steel plates 4 are arranged in a row on the side frame member 2 </ b> B of the support frame member 2, and are fixed by the fastening members 5. Adjacent side corrugated steel plates 4 are connected with connecting bolts and nuts 6 with overlapping edges, and the gap is closed with a seal material 7.

次に、上記の工程で用水路52内に敷設した底部コルゲート鋼板3及び側部コルゲート鋼板4の表面3A、4Bの全面に被覆材を配設する(被覆材配設工程)。被覆材8は例えばポリウレタン等の軟質材からなる板状体に形成し、厚さ方向にボルト・ナットを収める収容穴8Aが形成してある。そして、被覆材8は裏面8Bに接着剤を塗布して各コルゲート鋼板3、4に押圧して接着する。 Next, the covering material 8 is disposed on the entire surfaces 3A and 4B of the bottom corrugated steel plate 3 and the side corrugated steel plate 4 laid in the water channel 52 in the above-described process (covering material disposing step). The covering material 8 is formed into a plate-like body made of a soft material such as polyurethane, and has an accommodation hole 8A for accommodating a bolt and a nut in the thickness direction. And the coating | covering material 8 apply | coats an adhesive agent to the back surface 8B, presses and adheres to each corrugated steel plate 3 and 4. FIG.

更に、前記被覆材8の表面8Cに耐久性被装材9を全面的に被着する(被装材被着工程)。耐久性被装材9は本実施の形態では、ポリマーセメントモルタルに高炉スラグ微粉末と無機質の長さ12mm程度の繊維を混合して調整した製品、例えばエフモル(登録商標)が耐凍害性、耐化学性を有するので好適である。この耐久性被装材9は吹付手段によって被着し、形成する厚さは約30〜40mmが目安である。同時に、被覆材8の収容穴8Aにもエフモルを充填して耐久性被装材9の表面を平坦にする。 Further, the durable covering material 9 is entirely applied to the surface 8C of the covering material 8 (covering material applying step). In the present embodiment, the durable covering material 9 is a product prepared by mixing polymer cement mortar with fine powder of blast furnace slag and inorganic fibers having a length of about 12 mm , for example, EFmol (registered trademark) is resistant to frost damage, It is suitable because it has chemical properties. The durable covering material 9 is applied by spraying means, and the thickness to be formed is about 30 to 40 mm as a guide. At the same time, the housing hole 8A of the covering material 8 is filled with efmol to flatten the surface of the durable covering material 9.

最後に、ステンレススチール製の傘木10を側部コルゲート鋼板4、被覆材8及び耐久性被装材9の上側縁部に嵌合し、隙間をシール材7で閉塞することにより、用水路52の底面52A及び両側面52Bを覆う被覆構造体1の設置が完了する。 Finally, the stainless steel umbrella tree 10 is fitted to the upper edge of the side corrugated steel plate 4, the covering material 8 and the durable covering material 9, and the gap is closed with the sealing material 7. Installation of the covering structure 1 covering the bottom surface 52A and both side surfaces 52B is completed.

このようにして設置した用水路被覆構造体1は耐久性と水の流動性に優れているし、雑物が水路を塞がないので維持管理費を低減できる。   The irrigation channel covering structure 1 installed in this way is excellent in durability and fluidity of water, and the maintenance cost can be reduced because the foreign matter does not block the channel.

1 用水路被覆構造体
2 支持枠材
3 底面コルゲート鋼板
4 側面コルゲート鋼板
8 被覆材
9 耐久性被装材
10 傘木
51 地盤
52 用水路
52A 底面
52B 側面
DESCRIPTION OF SYMBOLS 1 Waterway covering structure 2 Support frame material 3 Bottom corrugated steel plate 4 Side corrugated steel plate 8 Covering material 9 Durable covering material 10 Umbrella 51 Ground 52 Water channel 52A Bottom surface 52B Side surface

Claims (7)

用水路の底面から両側面にかけて配置され、所定の間隔で長手方向に列設する複数本の支持枠材と、該支持枠材上に敷設され、前記用水路の底面及び側面を覆うコルゲート板と、該コルゲート板の表面を覆うように配設した被覆材と、該被覆材の表面を覆うように配設した耐久性被装材とから構成することにより、流水面を平滑面に形成してなる用水路被覆構造体。 A plurality of support frame members arranged from the bottom surface of the irrigation channel to both side surfaces and arranged in the longitudinal direction at predetermined intervals; a corrugated plate laid on the support frame material and covering the bottom surface and side surfaces of the irrigation channel; An irrigation channel in which a water surface is formed into a smooth surface by comprising a covering material disposed so as to cover the surface of the corrugated plate and a durable covering material disposed so as to cover the surface of the covering material. Covering structure. 前記コルゲート板、被覆材及び耐久性被装材の上端側は、前記用水路の長手方向に沿って略冂字状の傘木で覆ってあることを特徴とする請求項1記載の用水路被覆構造体。   2. The irrigation channel covering structure according to claim 1, wherein the upper end side of the corrugated plate, the covering material, and the durable covering material is covered with a substantially U-shaped umbrella tree along the longitudinal direction of the irrigation channel. . 前記被覆材は、軟質材からなることを特徴とする請求項1記載の用水路被覆構造体。   The canal covering structure according to claim 1, wherein the covering material is made of a soft material. 前記耐久性被装材は、ポリマーセメントモルタルに高炉スラグ及び繊維を混合したものであることを特徴とする請求項1記載の用水路被覆構造体。 2. The waterway covering structure according to claim 1, wherein the durable covering material is a mixture of polymer cement mortar and blast furnace slag and fibers . 請求項1記載の用水路被覆構造体は、連結した複数枚をユニットとし、隣接する該ユニット同士は伸縮吸収体によって連結してあることを特徴とする用水路被覆構造体。     The irrigation channel covering structure according to claim 1, wherein a plurality of connected units are used as a unit, and the adjacent units are connected by an elastic absorber. 用水路の底面及び両側面を整備する前処理工程と、該用水路の底面から両側面に沿った略凵字状の支持枠材の複数本を、用水路の長手方向に所定の間隔で列設する支持枠材列設工程と、該支持枠材上にコルゲート板を敷設することにより前記用水路の底面及び両側面を覆うコルゲート板敷設工程と、該コルゲート板の表面に被覆材を配設する被覆材配設工程と、該被覆材の表面に耐久性被装材を被着する被装材被着工程とにより、流水面が平滑面からなる用水路被覆構造体を設置するようにした用水路の被覆工法。   A pretreatment process for maintaining the bottom surface and both side surfaces of the irrigation channel, and a support in which a plurality of substantially frame-shaped support frame members along the both side surfaces from the bottom surface of the irrigation channel are arranged at predetermined intervals in the longitudinal direction of the irrigation channel A frame material arranging step, a corrugated plate laying step for covering the bottom surface and both side surfaces of the water channel by laying a corrugated plate on the support frame material, and a covering material arrangement for arranging a covering material on the surface of the corrugated plate An irrigation channel coating method in which an irrigation channel covering structure having a smooth water surface is installed by an installation step and an attachment material deposition step of depositing a durable substrate on the surface of the coating material. 前記耐久性被装材は、ポリマーセメントモルタルに高炉スラグ及び繊維を混合したものであることを特徴とする請求項6記載の用水路の被覆工法。 The irrigation canal coating method according to claim 6, wherein the durable covering material is a mixture of polymer cement mortar and blast furnace slag and fibers .
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