JP2016118003A - Apparatus and method for prevention of salt damage in bridge - Google Patents

Apparatus and method for prevention of salt damage in bridge Download PDF

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Publication number
JP2016118003A
JP2016118003A JP2014256739A JP2014256739A JP2016118003A JP 2016118003 A JP2016118003 A JP 2016118003A JP 2014256739 A JP2014256739 A JP 2014256739A JP 2014256739 A JP2014256739 A JP 2014256739A JP 2016118003 A JP2016118003 A JP 2016118003A
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water supply
bridge
discharge port
salt damage
water
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健二 小倉
Kenji Ogura
健二 小倉
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Kentech Systems Ltd
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Kentech Systems Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide an apparatus and method for prevention of salt damage in a bridge in which a work load of salt damage measures is reduced.SOLUTION: Many discharge ports 10 are installed apart at regular intervals on lower flanges 4A, 5A at both the inside and the outside of an I-girder 5 and at the inside of an I-girder 4 of a bridge 1 easily causing salt damage. The discharge ports 10 inside the I-girder 4 are serially connected by the group of many water supply pipes 11 of a first system. The discharge port 10 of both the inside and the outside of the I-girder 5 are serially connected by the group of many water supply pipes 12, 13 of second and third systems. The first to third systems are connected in parallel to a first water supply port 20 installed in the place not interfering with the traffic of vehicles on the upper side in the vicinity of one end of the bridge 1 through a water supply pipe 21 for distribution. A pump vehicle with a water tank is connected to the first water supply port 20 to pump high-pressure washing water, and washing water is discharged around the lower flanges 4A, 5A all at once from the discharge port 10 of each system, and thereby the salt is washed.SELECTED DRAWING: Figure 1

Description

本発明は橋梁の塩害防止装置及び橋梁の塩害防止方法に係り、とくに水を使った塩害防止装置及び塩害防止方法に関する。   The present invention relates to a salt damage prevention apparatus for a bridge and a salt damage prevention method for a bridge, and more particularly to a salt damage prevention apparatus and a salt damage prevention method using water.

海に近い道路、鉄道などの橋梁や、積雪地方で凍結防止用の塩化カルシウムが撒布される道路の橋梁では、塩害により鋼材からなる桁、梁、伸縮装置等が錆びたりひび割れたりして強度劣化するのが早い問題がある。塩害に対し従来から定期的に塩害用塗装を施したり、1、2年毎に高圧洗浄機を用いて作業員が真水による高圧洗浄を行ったりしているが、人手や時間を要し、作業負担が大きい問題があった。   In roads close to the sea, railway bridges, and roads where calcium chloride for freezing prevention is distributed in snowy areas, the strength of the steel girders, beams, telescopic devices, etc. is rusted or cracked due to salt damage, resulting in deterioration in strength. There is a problem that is quick to do. Traditionally, salt damage coating has been applied to salt damage, and workers perform high-pressure washing with fresh water every 1 or 2 years, but this requires labor and time. There was a big burden.

特開2014−148613号公報JP 2014-148613 A

本発明は上記した従来技術の問題に鑑みなされたもので、作業負担の少ない塩害対策を可能とする橋梁の塩害防止装置及び橋梁の塩害防止方法を提供することを、その目的とする。   The present invention has been made in view of the above-described problems of the prior art, and an object thereof is to provide a bridge salt damage prevention apparatus and a bridge salt damage prevention method capable of taking measures against salt damage with less work load.

請求項1記載の発明では、
橋梁の塩害の起き易い場所に設置されて洗浄水を吐出する多数の吐出口部と、
橋梁または橋梁近くに設けられた給水口から各吐出口部まで送水する送水パイプと、
を備えたことを特徴としている。
請求項2記載の発明では、各吐出口部または送水パイプに、橋梁への取り付け用磁石を設けたこと、
を特徴としている。
請求項3記載の発明では、各吐出口部を送水パイプで直列または並列または直並列に接続したこと、
を特徴としている。
請求項4記載の発明では、各吐出口部に吐出圧を調節するバルブを設けたこと、
を特徴としている。
請求項5記載の発明では、各吐出口部の吐出口の角度を調節可能に形成したこと、
を特徴としている。
請求項6記載の発明では、各吐出口部の吐出口を送水パイプより低い位置としたこと、
を特徴としている。
請求項7記載の発明では、
橋梁の塩害の起き易い場所に水を吐出する多数の吐出口部を配設し、
橋梁または橋梁近くに設置した給水口から送水パイプを経由して各吐出口部に洗浄水を送水し、
各吐出口部の吐出口から橋梁の塩害の起き易い場所に洗浄水を吐出させること、
を特徴としている。
In invention of Claim 1,
A number of outlets that are installed in locations where salt damage to bridges is likely to occur and discharge cleaning water;
A water supply pipe for supplying water from a water supply port provided near the bridge to each discharge port,
It is characterized by having.
In the invention of claim 2, each discharge port portion or water supply pipe is provided with a magnet for attachment to a bridge,
It is characterized by.
In the invention according to claim 3, each discharge port portion is connected in series or parallel or series-parallel with a water supply pipe,
It is characterized by.
In the invention according to claim 4, a valve for adjusting the discharge pressure is provided in each discharge port portion,
It is characterized by.
In the invention of claim 5, the angle of the discharge port of each discharge port portion is formed to be adjustable,
It is characterized by.
In the invention of claim 6, the discharge port of each discharge port portion is positioned lower than the water supply pipe,
It is characterized by.
In invention of Claim 7,
A large number of outlets that discharge water to places where salt damage to bridges is likely to occur,
Wash water is sent to each discharge port from the water supply port installed near the bridge or via the water supply pipe,
To discharge cleaning water from the outlet of each outlet to a place where salt damage to the bridge is likely to occur,
It is characterized by.

本発明によれば、橋梁または橋梁近くに設置した給水口より、ポンプ車、給水車とポンプ、高圧洗浄車などを用いて高圧の洗浄水を送水することにより、送水パイプを介して多数の吐出口部から橋梁の塩害の起き易い場所に洗浄水を吐出して塩分を洗い流すことができ、塩害対策の作業負担を著しく軽減することが可能となる。   According to the present invention, by supplying high-pressure cleaning water from a water supply port installed near a bridge or near a bridge using a pump vehicle, a water supply vehicle and a pump, a high-pressure cleaning vehicle, etc., a large number of discharges can be made through water supply pipes. Washing water can be discharged from the exit to a place where salt damage to the bridge is likely to occur, so that the salt content can be washed away.

本発明の第1実施例に係る橋梁の塩害防止装置を備えた橋梁の要部を示す一部省略した斜視図である(実施例1)。BRIEF DESCRIPTION OF THE DRAWINGS It is the perspective view which abbreviate | omitted one part which shows the principal part of the bridge provided with the salt damage prevention apparatus of the bridge which concerns on 1st Example of this invention (Example 1). 図1中の吐出口部の構成を示す一部破断した側面図である。FIG. 2 is a partially broken side view showing a configuration of a discharge port portion in FIG. 1. 図2の吐出口部の構成を示す一部破断した正面図である。FIG. 3 is a partially cutaway front view showing the configuration of the discharge port portion of FIG. 2.

以下、本発明の最良の形態を実施例に基づき説明する。   Hereinafter, the best mode of the present invention will be described based on examples.

図1乃至図3を参照して本発明の一実施例を説明する。図1は本発明に係る橋梁の塩害防止装置を備えた橋梁の要部を示す一部省略した斜視図、図2は図1中の吐出口部の構成を示す一部破断した側面図、図3は吐出口部の構成を示す一部破断した正面図である。
図1において、1は海に近い道路の橋梁であり、コンクリート床版2の上にアスファルト舗装3が施されている。コンクリート床版2は鋼製のI桁4乃至7を介して図示しない橋台や橋脚上に支持されている。橋梁1のI桁4乃至7の内、外側のI桁4、7の内側及び5、6の内外両側で下部フランジ4A乃至7Aの近辺は雨が当たらず塩害が起き易い部位である。この実施例では、I桁4、7の内側及び5、6の内外両側で下部フランジ4A乃至7Aの少し上の腹板4B乃至7Bに、橋梁1の長手方向(図1の左右方向)に沿って、等間隔離して多数の吐出口部10が設置されている。I桁4の内側の吐出口部10は第1系統の多数の送水パイプ11の群により直列に接続されており、I桁5の内外両側の吐出口部10は各々、第2、第3系統の多数の送水パイプ12、13の群により直列に接続されており、I桁6の内外両側の吐出口部10は各々、第4、第5系統の多数の送水パイプ14、15の群により直列に接続されており、I桁7の内側の吐出口部6は第6系統の多数の送水パイプ16の群により直列に接続されている。送水パイプ11乃至16は例えば銅管により形成されている。
An embodiment of the present invention will be described with reference to FIGS. FIG. 1 is a partially omitted perspective view showing a main part of a bridge provided with a salt damage prevention device for a bridge according to the present invention, FIG. 2 is a partially cutaway side view showing a configuration of a discharge port part in FIG. 3 is a partially broken front view showing the configuration of the discharge port portion.
In FIG. 1, reference numeral 1 denotes a road bridge near the sea, and an asphalt pavement 3 is applied on a concrete slab 2. The concrete slab 2 is supported on an abutment or a pier (not shown) through steel I girders 4 to 7. Of the I girders 4 to 7 of the bridge 1, the inside of the outer I girders 4 and 7 and the inside and outside of the inner and outer sides of the lower flanges 4A to 7A are areas where no rain hits and salt damage easily occurs. In this embodiment, along the longitudinal direction of the bridge 1 (the left-right direction in FIG. 1) on the inner side of the I girders 4 and 7 and on the inner and outer sides of the lower and lower flanges 4A to 7A on the inner and outer sides of the bridges 4B to 7B. Thus, a large number of discharge ports 10 are installed at equal intervals. The discharge port 10 inside the I girder 4 is connected in series by a group of a number of water supply pipes 11 in the first system, and the discharge port 10 on both the inner and outer sides of the I beam 5 is respectively in the second and third systems. Are connected in series by a group of a plurality of water supply pipes 12 and 13, and the discharge port portions 10 on both the inside and outside of the I girder 6 are respectively connected in series by a group of a plurality of water supply pipes 14 and 15 of the fourth and fifth systems. The discharge port 6 inside the I girder 7 is connected in series by a group of a number of water supply pipes 16 of the sixth system. The water supply pipes 11 to 16 are made of, for example, copper pipes.

第1乃至第3系統は橋梁1の一端近くの上側で、車両の通行の邪魔にならない個所に設置された第1の給水口部20と分配用の送水パイプ21を介して並列に接続されており、第4乃至第5系統は橋梁1の他端近くで、車両の通行の邪魔にならない個所に設置された第2の給水口部22と分配用の送水パイプ23を介して並列に接続されている。第1、第2の給水口部20、22はゴミが入らないように給水口が下向きにされている。   The first to third systems are connected in parallel via a first water supply port 20 and a distribution water supply pipe 21 which are installed on the upper side near one end of the bridge 1 at a place where it does not obstruct the passage of the vehicle. The fourth to fifth systems are connected in parallel via the second water supply port 22 and the distribution water supply pipe 23 installed near the other end of the bridge 1 and in a place that does not obstruct the passage of the vehicle. ing. The first and second water supply ports 20 and 22 have water supply ports facing downward so that dust does not enter.

図2、図3に第1系統の吐出口部10の構成を示す。これらの図において、30は円筒体であり、両側面に略リング状のパッキン31、32が嵌着されている。円筒体30の下部中央に開けられた穴(図示せず)に管体33が下方に突設されており、この管体33の下端部に自在継ぎ手34を介してT形のノズル35が装着されている。ノズル35は5つの吐出口36を有している。円筒体30の内部は、管体33、自在継ぎ手34、ノズル35を介して吐出口36と連通している。円筒体30のパッキン31、32には各々、送水パイプ11の端部が着脱自在に密閉状態で嵌合されている。円筒体30の背面中央には磁石ボックス37が装着されており、この磁石ボックス37に磁石38が取着されている。磁石38は吐出口部6をI桁4の腹板4Bに磁着させて、吐出口部10を送水パイプ11とともにI桁4に支持させるためのものである。   2 and 3 show the configuration of the first system outlet 10. In these drawings, reference numeral 30 denotes a cylindrical body, and substantially ring-shaped packings 31 and 32 are fitted on both side surfaces. A tubular body 33 projects downward from a hole (not shown) formed in the lower center of the cylindrical body 30, and a T-shaped nozzle 35 is attached to the lower end portion of the tubular body 33 via a universal joint 34. Has been. The nozzle 35 has five discharge ports 36. The inside of the cylindrical body 30 communicates with the discharge port 36 through the tube body 33, the universal joint 34, and the nozzle 35. The end portions of the water supply pipe 11 are detachably fitted into the packings 31 and 32 of the cylindrical body 30 in a sealed state. A magnet box 37 is attached to the center of the back surface of the cylindrical body 30, and a magnet 38 is attached to the magnet box 37. The magnet 38 magnetically attaches the discharge port 6 to the abdominal plate 4B of the I digit 4 and supports the discharge port 10 together with the water supply pipe 11 to the I beam 4.

管体33の途中には水圧調節用のバルブ39が装備されており、ハンドル40を回してノズル35からの吐出圧を調節可能になっている。自在継ぎ手34はノズル35の角度調節を可能とするものであり、管体33の内部の穴41の下端部に形成された円錐台状の摺接面42と、この摺接面42に接し、内部に穴43の貫通したボール体44と、管体33の下端部の外面に螺合されるとともに、底面に形成された円錐台状の摺接穴45がボール体44に密閉状態で摺接するナット46からなる。ノズル35は基端部がボール体44の穴43に螺合されており、管体33に対するノズル35の角度を調節可能となっている。吐出口部10のパッキン31、32を除く部材は塩害に強い金属製である。
第2乃至第6系統の吐出口部10も図2、図3とまったく同様に形成されている。なお、各系統の最後に接続される吐出口部10は終端側のパッキンにメクラ蓋(図示せず)を嵌着して閉塞してある。
A water pressure adjusting valve 39 is provided in the middle of the pipe body 33, and the discharge pressure from the nozzle 35 can be adjusted by turning the handle 40. The universal joint 34 is capable of adjusting the angle of the nozzle 35, and is in contact with the frustoconical sliding contact surface 42 formed at the lower end of the hole 41 inside the tube body 33, The ball body 44 through which the hole 43 penetrates and the outer surface of the lower end of the tube body 33 are screwed together, and a frustoconical sliding contact hole 45 formed on the bottom surface is in sliding contact with the ball body 44 in a sealed state. It consists of a nut 46. The base end portion of the nozzle 35 is screwed into the hole 43 of the ball body 44, and the angle of the nozzle 35 with respect to the tube body 33 can be adjusted. The members excluding the packings 31 and 32 of the discharge port 10 are made of metal that is resistant to salt damage.
The second to sixth discharge port portions 10 are also formed in the same manner as in FIGS. The discharge port 10 connected at the end of each system is closed by fitting a seal cover (not shown) to the end packing.

次に上記した実施例の作用を説明する。
なお、予め、各吐出口部10のノズル35は角度が下フランジ周りに向けて調節済みであり、圧力調節用のバルブ39も適切な吐出圧となるように調節済とする。
塩害の起き易いI桁4、7の内側、I桁5、6の内外両側の下フランジ4A乃至7Aの周りを水洗して塩分を除去したい場合、まず、第1の給水口部20に水タンク付きのポンプ車、または給水車とポンプ、または高圧洗浄車を接続し、高圧洗浄水を圧送する。すると、分配パイプ21と各系統のパイプ11、12、13を介して多数の吐出口部10のノズル35から洗浄水が下フランジ4Aの内側周りと、下フランジ5Aの内外両側の周りに一斉に吐出し、塩分を洗浄する(図2、図3の矢印参照)。
十分な時間洗浄し終えたら、第1の給水口20からポンプ車などを外し、今度は第2の給水口部22に水タンク付きのポンプ車、または給水車とポンプ、または高圧洗浄車を接続し、高圧洗浄水を圧送する。すると、分配パイプ23と各系統のパイプ14、15、16を介して多数の吐出口部10のノズル35から洗浄水が下フランジ7Aの内側周りと、下フランジ6Aの内外両側の周りに一斉に吐出し、塩分を洗浄する。十分な時間洗浄し終えたら、第2の給水口22からポンプ車などを外す。
Next, the operation of the above embodiment will be described.
In addition, the angle of the nozzle 35 of each discharge port portion 10 has been adjusted in advance around the lower flange, and the pressure adjustment valve 39 has been adjusted so as to have an appropriate discharge pressure.
If you want to remove the salt by washing the inside of the I girders 4 and 7 where salt damage is likely to occur, and the lower flanges 4A to 7A on both the inner and outer sides of the I girders 5 and 6 to remove salt, Connect the pump car with a pump or a water supply truck and a pump or a high-pressure washing car, and pump the high-pressure washing water. Then, the washing water from the nozzles 35 of the multiple discharge ports 10 through the distribution pipe 21 and the pipes 11, 12, 13 of each system all around the inside of the lower flange 4 </ b> A and around both the inside and outside of the lower flange 5 </ b> A. Discharge and wash the salt (see arrows in FIGS. 2 and 3).
After washing for a sufficient amount of time, remove the pump vehicle from the first water supply port 20, and this time connect the pump vehicle with a water tank, or the water supply vehicle and pump, or the high-pressure washing vehicle to the second water supply port 22. And pump high-pressure washing water. Then, the washing water from the nozzles 35 of the multiple discharge ports 10 through the distribution pipe 23 and the pipes 14, 15 and 16 of each system all around the inside of the lower flange 7A and around both the inside and outside of the lower flange 6A. Dispense and wash out salt. When the washing is completed for a sufficient time, the pump car or the like is removed from the second water supply port 22.

この実施例によれば、橋梁1の両端の上に設置した第1、第2の給水口部20、22より、ポンプ車や、給水車とポンプ、高圧洗浄車等を用いて高圧の洗浄水を送水することにより、分配パイプ21、23、送水パイプ11乃至16を介して多数の吐出口部10から橋梁1のI桁4乃至7の塩害の起き易い場所に水を吐出して塩分を洗い流すことができ、塩害対策の作業負担を著しく軽減することが可能となる。
また、吐出口部10に磁石38を設けたことにより、吐出口部10と送水パイプ11乃至16をワンタッチで橋梁1の塩害の起き易い場所に設置することができ、施工が簡便で済む。
また、各系統の吐出口部10を直並列に接続したことにより(多数の送水パイプ11乃至16で各系統の吐出口部10を直列に接続し、第1乃至第3系統は送水パイプ21により第1の給水口20に並列接続し、第4乃至第6系統は送水パイプ23により第2の給水口22に並列接続したことにより)、長い橋梁1でI桁が多数あっても容易に施工できる。
また、各吐出口部10に吐出圧を調節するバルブ39を設けたことにより、各吐出口部10の位置での塩害の程度に応じて個別に水洗量を調整できる。
また、各吐出口部10の自在継ぎ手34により、ノズル35の吐出口36の角度を調節可能としたので、各吐出口部10の位置での塩害の起き易い部位に合わせた向きに洗浄水を吐出可能である。
また、各吐出口部10のノズル35の吐出口36を送水パイプ11乃至16より低い位置になるようにし、洗浄後、送水パイプ11乃至16の中に残った洗浄水が自然に吐出口36から排水されるようにしたので、送水系が冬場に凍結するのを防止することができる。
また、第1、第2の給水口部20、22の給水口を下向きとしたので、ゴミが送水系に入り難くなる。
According to this embodiment, the first and second water supply ports 20 and 22 installed on both ends of the bridge 1 are used to supply high-pressure washing water using a pump vehicle, a water supply vehicle and a pump, a high-pressure washing vehicle, or the like. Water is discharged from a large number of outlets 10 through the distribution pipes 21 and 23 and the water supply pipes 11 to 16 to locations where salt damage is likely to occur in the I girders 4 to 7 of the bridge 1 to wash away the salt. It is possible to remarkably reduce the burden of salt damage countermeasures.
Further, by providing the magnet 38 in the discharge port portion 10, the discharge port portion 10 and the water supply pipes 11 to 16 can be installed in a place where salt damage of the bridge 1 is likely to occur with one touch, and the construction is simple.
Further, by connecting the discharge port portions 10 of each system in series and parallel (the discharge port portions 10 of each system are connected in series with a large number of water supply pipes 11 to 16, and the first to third systems are connected by a water supply pipe 21. Even if there are a lot of I-digits in the long bridge 1, it is connected in parallel to the first water supply port 20 and the fourth to sixth systems are connected in parallel to the second water supply port 22 through the water supply pipe 23). it can.
Moreover, by providing the valve 39 for adjusting the discharge pressure at each discharge port portion 10, the amount of water washing can be adjusted individually according to the degree of salt damage at the position of each discharge port portion 10.
In addition, since the angle of the discharge port 36 of the nozzle 35 can be adjusted by the universal joint 34 of each discharge port portion 10, the washing water is directed in the direction according to the site where the salt damage easily occurs at the position of each discharge port portion 10. Can be discharged.
Further, the discharge port 36 of the nozzle 35 of each discharge port portion 10 is positioned lower than the water supply pipes 11 to 16, and the cleaning water remaining in the water supply pipes 11 to 16 after the cleaning naturally flows from the discharge port 36. Since the water is drained, the water supply system can be prevented from freezing in winter.
Moreover, since the water supply port of the 1st, 2nd water supply port parts 20 and 22 was made downward, it becomes difficult for refuse to enter into a water supply system.

なお、上記した実施例では、吐出口部に橋梁への取り付け用の磁石を設けたが、送水パイプに磁石を設けても良い。また、給水口部を橋梁の端の上側に設けるようにしたが、橋梁の途中の上側に設けても良い。また、吐出口部を桁に配設するようにしたが、桁、梁、伸縮装置の内の1または複数を含む橋梁の塩害の置きやすい部位に配設するようにしてもよい。   In the embodiment described above, a magnet for attachment to a bridge is provided at the discharge port, but a magnet may be provided at the water supply pipe. In addition, although the water supply port portion is provided on the upper side of the end of the bridge, it may be provided on the upper halfway of the bridge. In addition, the discharge port portion is arranged in the girder, but it may be arranged in a site where the salt damage of the bridge including one or more of the girder, the beam, and the expansion / contraction device is easily placed.

本発明は、海に近い道路橋、鉄道橋、積雪地方で凍結防止用の塩化カルシウムが撒布される道路橋などの橋梁の桁、梁、伸縮装置等の塩害の起きやすい個所に適用可能である。   INDUSTRIAL APPLICABILITY The present invention is applicable to places where salt damage is likely to occur, such as road bridges near railways, railway bridges, road bridges such as road bridges where calcium chloride for freezing prevention is distributed in snowy areas, etc. .

1 橋梁
4乃至7 I桁
4A乃至7A 下部フランジ
10 吐出口部
11乃至16 送水パイプ
20 第1の給水口部
21、23 分配パイプ
22 第2の給水口部
30 円筒体
31、32 パッキン
33 管体
34 自在継ぎ手
35 ノズル
36 吐出口
38 磁石
39 バルブ
40 ハンドル
DESCRIPTION OF SYMBOLS 1 Bridge 4 thru | or 7 I girder 4A thru | or 7A Lower flange 10 Discharge port part 11 thru | or 16 Water supply pipe 20 1st water supply port part 21, 23 Distribution pipe 22 2nd water supply port part 30 Cylindrical body 31, 32 Packing 33 Tube 34 Universal joint 35 Nozzle 36 Discharge port 38 Magnet 39 Valve 40 Handle

Claims (7)

橋梁の塩害の起き易い場所に設置されて洗浄水を吐出する多数の吐出口部と、
橋梁または橋梁近くに設けられた給水口から各吐出口部まで送水する送水パイプと、
を備えたことを特徴とする橋梁の塩害防止装置。
A number of outlets that are installed in locations where salt damage to bridges is likely to occur and discharge cleaning water;
A water supply pipe for supplying water from a water supply port provided near the bridge to each discharge port,
A salt damage prevention device for a bridge, characterized by comprising:
各吐出口部または送水パイプに、橋梁への取り付け用磁石を設けたこと、
を特徴とする請求項1記載の橋梁の塩害防止装置。
Each discharge port or water pipe has a magnet for mounting on the bridge,
The apparatus for preventing salt damage of a bridge according to claim 1.
各吐出口部を送水パイプで直列または並列または直並列に接続したこと、
を特徴とする請求項1記載の橋梁の塩害防止装置。
Each discharge port was connected in series, parallel, or series-parallel with a water pipe,
The apparatus for preventing salt damage of a bridge according to claim 1.
各吐出口部に吐出圧を調節するバルブを設けたこと、
を特徴とする請求項1記載の橋梁の塩害防止装置。
Provide a valve to adjust the discharge pressure at each discharge port,
The apparatus for preventing salt damage of a bridge according to claim 1.
各吐出口部の吐出口の角度を調節可能に形成したこと、
を特徴とする請求項1記載の橋梁の塩害防止装置。
Formed so that the angle of the discharge port of each discharge port part can be adjusted,
The apparatus for preventing salt damage of a bridge according to claim 1.
各吐出口部の吐出口を送水パイプより低い位置としたこと、
を特徴とする請求項1記載の橋梁の塩害防止装置。
The discharge port of each discharge port part was positioned lower than the water supply pipe,
The apparatus for preventing salt damage of a bridge according to claim 1.
橋梁の塩害の起き易い場所に水を吐出する多数の吐出口部を配設し、
橋梁または橋梁近くに設置した給水口から送水パイプを経由して各吐出口部に洗浄水を送水し、
各吐出口部の吐出口から橋梁の塩害の起き易い場所に洗浄水を吐出させること、
を特徴とする橋梁の塩害防止方法。
A large number of outlets that discharge water to places where salt damage to bridges is likely to occur,
Wash water is sent to each discharge port from the water supply port installed near the bridge or via the water supply pipe,
To discharge cleaning water from the outlet of each outlet to a place where salt damage to the bridge is likely to occur,
A method for preventing salt damage of bridges.
JP2014256739A 2014-12-18 2014-12-18 Apparatus and method for prevention of salt damage in bridge Pending JP2016118003A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111827131A (en) * 2020-06-29 2020-10-27 中铁广州工程局集团有限公司 Construction method for accurately positioning steel box girder arranged on module frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111827131A (en) * 2020-06-29 2020-10-27 中铁广州工程局集团有限公司 Construction method for accurately positioning steel box girder arranged on module frame

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