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JP4256571B2 - Weir member structure of movable weir - Google Patents
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JP4256571B2 - Weir member structure of movable weir - Google Patents

Weir member structure of movable weir Download PDF

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Publication number
JP4256571B2
JP4256571B2 JP2000181654A JP2000181654A JP4256571B2 JP 4256571 B2 JP4256571 B2 JP 4256571B2 JP 2000181654 A JP2000181654 A JP 2000181654A JP 2000181654 A JP2000181654 A JP 2000181654A JP 4256571 B2 JP4256571 B2 JP 4256571B2
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JP
Japan
Prior art keywords
dam
weir
main body
movable
inclined surface
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP2000181654A
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Japanese (ja)
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JP2002004254A (en
Inventor
清治 清水
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Maezawa Industries Inc
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Maezawa Industries Inc
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Filing date
Publication date
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Priority to JP2000181654A priority Critical patent/JP4256571B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、下水処理場などにおいて流量調節等に用いられる可動堰の堰部材構造に関するものである。
【0002】
【従来の技術】
下水処理場などにおいては、下水を各処理系の処理能力に応じて適量分流す必要があり、そのため水路の途上には流量調節用の可動堰が設けられている場合が多い。図6(a)に示すように、一般の可動堰31の概略構成は、水路を構成する基礎に固定される戸当り32と、戸当り32に対して昇降可能に設けられる扉体33とからなる。戸当り32側には大きめの開口部32aが、扉体33側には越流孔33aが形成されており、図6(b)からも判るように、扉体33の上下位置によって、つまり水位W.Lと越流孔33aの下端部33bとの距離Lによって越流量が決まる。
【0003】
また、通常、図6(c)に示すように、戸当り32においては、開口部32aの縁回りに止水板34が、扉体33においては、越流孔33aの縁回りに止水機能を兼ねた堰部材(堰板35)がそれぞれ固着されており、この止水板34と堰板35が互いに密着し合うことにより、水密性が保持されるようになっている。そして、通常、越流孔33aに臨む側の堰板35の先端部には、水路の上流側に対向するようにレイアウトされ、水流方向に対して傾斜する傾斜面36が形成されている。この傾斜面36は、越流孔33aの縁部において水を攪拌させることなくスムーズに下流側に越流させることを目的として形成されるものであり、越流量の精度を高める手段として広く用いられるものである。
【0004】
【発明が解決しようとする課題】
ところで、下水処理場の処理系の形態によっては、水路における水流方向をときとして逆にする場合があり、この場合には、堰板35の傾斜面36も水流方向の変更に合わせて逆向きにレイアウトさせなければならない。しかしながら、この傾斜面36のレイアウト変更に際し、従来においては、扉体33を戸当り32から一旦外し、さらに堰板35を扉体33から取り外すという大がかりな分解作業を要するという問題があった。
【0005】
本発明は、このような問題を解決するために創作されたものであり、水流方向の変更に際し、簡易な作業で堰部材の傾斜面のレイアウト変更が可能となる可動堰の堰部材構造を提供することを目的としている。
【0006】
【課題を解決するための手段】
本発明は前記課題を解決するため、越流孔と、該越流孔に臨み、水流方向に対して傾斜する傾斜面を越流孔の縁部に沿って形成した堰部材と、を有する扉体を備えた可動堰において、傾斜面が可動堰の表裏のいずれ側にも対向可能となるように、堰部材を、傾斜面を有する内先端部と扉体に固設される本体部とに分割して設け、且つ内先端部を本体部に対して着脱自在に構成した。
【0007】
また、前記堰部材において、内先端部又は本体部のどちらか一方側に越流孔の縁部に沿うように溝を形成し、他方側に当該溝に嵌合する突部を形成する構成とした。
【0008】
【発明の実施の形態】
本発明の実施の形態を図面を参照して説明する。図1は可動堰の正面図、図2は可動堰の縦断側面図、図3は図1におけるA―A断面図、図4(a)〜(c)は堰部材の要部断面図、図5(a)は内先端部を本体部に装着した場合における堰部材の正面図、図5(b)は内先端部を本体部から離脱させた場合における堰部材の正面図、図5(c)、(d)は堰部材を右部、左部、下部にそれぞれ分離して形成した例を示す正面図である。
【0009】
図1及び図2において、可動堰1は、基礎Gに固定される戸当り2と、上部に水を越流させる矩形状の越流孔3aが形成され、上方に位置させた開閉機(図示せず)によってロッド4を介し昇降可能に設けられた扉体3とを備えている。戸当り2は、正面視矩形状の基枠部2bを主枠とし、基枠部2bの上部には水を通過させる矩形状の開口部2aが形成されるとともに、両側端には、図3にも示すように、水流方向に沿うように縦枠部2cが突設されている。戸当り2は、基枠部2bの両側端において、アンカーボルト等により基礎Gに締着固定される。
【0010】
図3に示すように、縦枠部2cの前面にはガイド板5が、その板面が基枠部2aの板面と平行となるように複数固設されており(本形態では図1にも示すように、各縦枠部2cに対し3個ずつ、計6個設けている)、扉体3は、その両側端が、このガイド板5,基枠部2b及び縦枠部2cによって囲まれた空間部に位置するようにして戸当り2に嵌入される。各ガイド板5には、前記空間部に臨むようにガイドローラ6が回転自在に取り付けられている。符号5aはガイド板5に固設されるブラケット、符号5bはブラケット5aに固着され、ガイドローラ6を回転自在に支持する軸材を示す。また、戸当り2の基枠部2bの前面において、開口部2aの縁部には止水板7が固着されるとともに、扉体3側においては、この止水板7に対応する左右部及び下部の後面に堰部材8が固着されている。止水板7及び堰部材8は共にステンレス鋼等からなる。以上の構成により、扉体3は、堰部材8の部位が止水板7に密着して水密性を保持しつつ、ガイドローラ6に摺接支持されて、戸当り2に対し昇降する。
【0011】
堰部材8は、図5(a)に示すように、扉体3の越流孔3aよりも小さい矩形状の切欠きを上辺部に形成した板部材である。この切欠きの内縁部には、図3に示すように水流方向に対して傾斜する傾斜面9が形成されていて、堰部材8は、この傾斜面9が越流孔3aに臨み、越流孔3aの左右部及び下部の縁部に沿うように扉体3に固着されるものである。当該傾斜面9は既述した通り、水の越流量の精度を高めるためのものであり、その傾斜角度θは約45゜となっている。
【0012】
さて、本発明は、前記傾斜面9が可動堰1の表裏(前後)のいずれ側にも対向可能となるように、堰部材8を、傾斜面9を有する内先端部10と扉体3に固設される本体部11とに分割して設け、且つ内先端部10を本体部11に対して着脱自在に構成したことを主な特徴とするものである。
【0013】
当該構成として、本形態では、内先端部10又は本体部11のどちらか一方側に越流孔3aの縁部に沿うように断面矩形状の溝12を形成し、他方側に溝12に嵌合する突部13を形成している。図4(a)は本体部11側に溝12を、内先端部10側に突部13を形成した態様を示し、図4(b)は内先端部10側に溝12を、本体部11側に突部13を形成した態様を示す。溝12はそれぞれ内先端部10,本体部11の板肉厚の中央部において形成されるものである。これにより、本体部11に対する内先端部10の着脱は図5(b)に示すように、上方から抜き差しするだけの簡単な作業となり、内先端部10の表裏を逆にして本体部11に差し込むことにより、それぞれ仮想線にて示すように、傾斜面9が可動堰1の表裏のいずれ側にも対向可能となる。
【0014】
なお、堰部材8は、図5(c)、(d)に示すように、右部、左部、下部にそれぞれ分離して形成させても良い。図5(c)は内先端部10と本体部11をともに分離形成した場合、図5(d)は内先端部10のみを分離形成した場合を示す。この堰部材8を分離させる構成は、可動堰の形状が大きく堰部材8の重量が大きい場合には、交換時における作業者の労力負担が軽減されることとなり、有効である。
【0015】
また、図4(c)は本発明の変形例であり、内先端部10をねじ止めにより本体部11に締着させる構成を示すものである。当該構成によっても、内先端部10の表裏を逆にして本体部11にねじ止めすることにより、傾斜面9が可動堰1の表裏のいずれ側にも対向可能となる。
【0016】
このように、本発明によれば、水路における水流方向の変更に伴い堰部材の傾斜面の向きを逆にレイアウトする場合、従来のように、扉体を戸当りから外し、さらに堰部材を扉体から取り外すといった大がかりな分解作業を要することもなくなり、極めて簡易な作業で済むこととなる。
【0017】
また、内先端部又は本体部のどちらか一方側に越流孔の縁部に沿うように溝を形成し、他方側に溝に嵌合する突部を形成する構成とすれば、例えば、図4(c)に示した変形例の場合に比して、内先端部10と本体部11との接触面の数を多くとれるため、水密性にも優れることとなる。
【0018】
以上、本発明について好適な実施形態を説明したが、本発明は図面に記載した内容に限られず、各構成要素の形状や取付位置等については、その趣旨を逸脱しない範囲で適宜設計変更が可能である。
【0019】
【発明の効果】
本発明に係る可動堰の堰部材構造によれば以下のような効果を奏する。
(1)傾斜面が可動堰の表裏のいずれ側にも対向可能となるように、堰部材を、傾斜面を有する内先端部と扉体に固設される本体部とに分割して設け、且つ内先端部を本体部に対して着脱自在に構成すれば、水路における水流方向の変更に際し、極めて簡易な作業で堰部材の傾斜面の向きを逆にすることができる。
(2)また、内先端部又は本体部のどちらか一方側に越流孔の縁部に沿うように溝を形成し、他方側に溝に嵌合する突部を形成する構成とすれば、より簡易な作業で堰部材の傾斜面の向きを逆にすることができ、さらに、内先端部と本体部との接触面の数が多くなるため、水密性も向上する。
【図面の簡単な説明】
【図1】可動堰の正面図である。
【図2】可動堰の縦断側面図である。
【図3】図1におけるA―A断面図である。
【図4】(a)〜(c)は堰部材の要部断面図である。
【図5】(a)は内先端部を本体部に装着した場合における堰部材の正面図、(b)は内先端部を本体部から離脱させた場合における堰部材の正面図、(c)、(d)は堰部材を右部、左部、下部にそれぞれ分離して形成した例を示す正面図である。
【図6】(a)は一般的な可動堰の概略構造を示す分解斜視図、(b)は可動堰の使用状態図、(c)は可動堰の横断面図である。
【符号の説明】
G 基礎
1 可動堰
2 戸当り
2a 開口部
3 扉体
3a 越流孔
5 ガイド板
8 堰部材
9 傾斜面
10 内先端部
11 本体部
12 溝
13 突部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a dam member structure of a movable dam used for flow rate adjustment in a sewage treatment plant or the like.
[0002]
[Prior art]
In a sewage treatment plant or the like, it is necessary to flow an appropriate amount of sewage according to the treatment capacity of each treatment system. Therefore, a movable weir for adjusting the flow rate is often provided along the water channel. As shown in FIG. 6 (a), the general configuration of a general movable weir 31 includes a door stop 32 fixed to a foundation constituting a water channel, and a door body 33 provided so as to be movable up and down with respect to the door stop 32. Become. A large opening 32a is formed on the door stop 32 side, and an overflow hole 33a is formed on the door body 33 side. As can be seen from FIG. 6B, depending on the vertical position of the door body 33, that is, the water level. W. The overflow rate is determined by the distance L between L and the lower end portion 33b of the overflow hole 33a.
[0003]
Moreover, normally, as shown in FIG.6 (c), in the door stop 32, the water stop board 34 is around the edge of the opening part 32a, and in the door body 33, the water stop function is around the edge of the overflow hole 33a. A dam member (dam plate 35) serving as both is fixed, and the water stop plate 34 and the dam plate 35 are in close contact with each other, so that the water tightness is maintained. In general, the tip of the dam plate 35 on the side facing the overflow hole 33a is laid out so as to face the upstream side of the water channel, and an inclined surface 36 that is inclined with respect to the water flow direction is formed. The inclined surface 36 is formed for the purpose of smoothly overflowing water downstream without stirring water at the edge of the overflow hole 33a, and is widely used as a means for increasing the accuracy of overflow. Is.
[0004]
[Problems to be solved by the invention]
By the way, depending on the form of the treatment system of the sewage treatment plant, the water flow direction in the water channel is sometimes reversed, and in this case, the inclined surface 36 of the dam plate 35 is also reversed in accordance with the change of the water flow direction. It must be laid out. However, when changing the layout of the inclined surface 36, conventionally, there has been a problem that a large disassembly work is required in which the door body 33 is once removed from the door stop 32 and the dam plate 35 is removed from the door body 33.
[0005]
The present invention was created to solve such a problem, and provides a dam member structure for a movable dam that allows the layout of the inclined surface of the dam member to be changed by a simple operation when changing the direction of water flow. The purpose is to do.
[0006]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, the present invention includes a overflow hole and a weir member that faces the overflow hole and has an inclined surface that is inclined with respect to the water flow direction along the edge of the overflow hole. In the movable dam provided with the body, the dam member is divided into the inner tip portion having the inclined surface and the main body portion fixed to the door body so that the inclined surface can face either side of the movable dam. The inner tip portion is provided so as to be detachable from the main body portion.
[0007]
In the dam member, a groove is formed along the edge of the overflow hole on one side of the inner tip portion or the main body portion, and a protrusion that fits in the groove is formed on the other side. did.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described with reference to the drawings. 1 is a front view of the movable weir, FIG. 2 is a longitudinal side view of the movable weir, FIG. 3 is a cross-sectional view taken along the line AA in FIG. 1, and FIGS. 5 (a) is a front view of the dam member when the inner tip is attached to the main body, FIG. 5 (b) is a front view of the dam member when the inner tip is detached from the main body, and FIG. ), (D) is a front view showing an example in which weir members are formed separately on a right part, a left part, and a lower part.
[0009]
1 and 2, the movable weir 1 includes a door stop 2 fixed to the foundation G and a rectangular overflow hole 3a for allowing water to flow over at an upper portion of the switch (see FIG. 1). And a door body 3 that can be moved up and down via a rod 4. The door stop 2 has a rectangular base frame 2b in front view as a main frame, and a rectangular opening 2a through which water passes is formed at the top of the base frame 2b. As shown also, the vertical frame part 2c is protrudingly provided so that a water flow direction may be followed. The door stop 2 is fastened and fixed to the foundation G by anchor bolts or the like at both side ends of the base frame portion 2b.
[0010]
As shown in FIG. 3, a plurality of guide plates 5 are fixed on the front surface of the vertical frame portion 2c so that the plate surface thereof is parallel to the plate surface of the base frame portion 2a (this embodiment is shown in FIG. 1). As shown, three doors 3 are provided for each of the vertical frame portions 2c, and the door body 3 is surrounded by the guide plate 5, the base frame portion 2b, and the vertical frame portion 2c at both side ends. It is inserted into the door stop 2 so as to be positioned in the space portion. A guide roller 6 is rotatably attached to each guide plate 5 so as to face the space. Reference numeral 5a denotes a bracket fixed to the guide plate 5, and reference numeral 5b denotes a shaft member fixed to the bracket 5a and rotatably supporting the guide roller 6. Further, on the front surface of the base frame portion 2b of the door stop 2, a water stop plate 7 is fixed to the edge portion of the opening 2a, and on the door body 3 side, right and left portions corresponding to the water stop plate 7 and A dam member 8 is fixed to the lower rear surface. Both the water stop plate 7 and the weir member 8 are made of stainless steel or the like. With the above configuration, the door body 3 moves up and down with respect to the door stop 2 while being slidably supported by the guide roller 6 while maintaining the watertightness with the portion of the weir member 8 being in close contact with the water blocking plate 7.
[0011]
As shown in FIG. 5A, the dam member 8 is a plate member in which a rectangular cutout smaller than the overflow hole 3 a of the door body 3 is formed on the upper side portion. As shown in FIG. 3, an inclined surface 9 that is inclined with respect to the water flow direction is formed at the inner edge of the notch. The weir member 8 has an inclined surface 9 facing the overflow hole 3a. It is fixed to the door body 3 along the left and right portions and the lower edge of the hole 3a. As described above, the inclined surface 9 is for increasing the accuracy of water overflow, and the inclination angle θ is about 45 °.
[0012]
Now, in the present invention, the weir member 8 is attached to the inner tip portion 10 having the inclined surface 9 and the door body 3 so that the inclined surface 9 can be opposed to either the front or back (front and back) sides of the movable weir 1. The main feature is that the main body part 11 is provided separately from the main body part 11 and the inner tip part 10 is detachable from the main body part 11.
[0013]
As this configuration, in this embodiment, a groove 12 having a rectangular cross section is formed on one side of the inner tip portion 10 or the main body portion 11 along the edge of the overflow hole 3a, and the groove 12 is fitted on the other side. The projecting portion 13 is formed. 4A shows an embodiment in which a groove 12 is formed on the main body 11 side, and a protrusion 13 is formed on the inner tip 10 side. FIG. 4B shows a groove 12 on the inner tip 10 side, and the main body 11. The aspect which formed the protrusion 13 in the side is shown. The groove 12 is formed at the center of the plate thickness of the inner tip portion 10 and the main body portion 11, respectively. As a result, the attachment / detachment of the inner tip portion 10 with respect to the main body portion 11 is a simple operation of simply inserting and removing from above, as shown in FIG. 5B, and the inner tip portion 10 is inserted into the main body portion 11 with the front and back sides reversed. As a result, as indicated by phantom lines, the inclined surface 9 can face either side of the movable weir 1.
[0014]
In addition, as shown in FIGS. 5C and 5D, the dam member 8 may be formed separately in the right part, the left part, and the lower part. FIG. 5C shows a case where the inner tip portion 10 and the main body portion 11 are separately formed, and FIG. 5D shows a case where only the inner tip portion 10 is formed separately. This configuration of separating the dam members 8 is effective when the shape of the movable dam is large and the weight of the dam members 8 is large, reducing the labor burden on the operator at the time of replacement.
[0015]
FIG. 4C is a modification of the present invention and shows a configuration in which the inner tip 10 is fastened to the main body 11 by screwing. Also with this configuration, the inclined surface 9 can be opposed to either the front or back side of the movable weir 1 by turning the inner tip portion 10 upside down and screwing it to the main body portion 11.
[0016]
Thus, according to the present invention, when the direction of the inclined surface of the weir member is reversed in accordance with the change of the water flow direction in the water channel, the door body is removed from the door stop as in the conventional case, and the weir member is further connected to the door. There is no need for a large-scale disassembly work such as removal from the body, and an extremely simple work is sufficient.
[0017]
Further, if a groove is formed on one side of the inner tip portion or the main body portion along the edge of the overflow hole, and a protrusion that fits into the groove is formed on the other side, for example, FIG. Compared to the modification shown in 4 (c), the number of contact surfaces between the inner tip 10 and the main body 11 can be increased, so that the watertightness is also excellent.
[0018]
The preferred embodiments of the present invention have been described above. However, the present invention is not limited to the contents described in the drawings, and the shape and mounting position of each component can be appropriately changed without departing from the spirit of the present invention. It is.
[0019]
【The invention's effect】
The dam member structure of the movable dam according to the present invention has the following effects.
(1) The dam member is divided into an inner tip portion having an inclined surface and a main body portion fixed to the door body so that the inclined surface can face either side of the movable dam. If the inner tip is configured to be detachable from the main body, the direction of the inclined surface of the weir member can be reversed by a very simple operation when changing the direction of water flow in the water channel.
(2) Moreover, if it is set as the structure which forms a groove | channel so that the edge part of an overflow hole may be formed in any one side of an inner front-end | tip part or a main-body part, and the other side will fit in a groove | channel, The direction of the inclined surface of the weir member can be reversed by a simpler operation, and the number of contact surfaces between the inner tip portion and the main body portion is increased, so that the water tightness is improved.
[Brief description of the drawings]
FIG. 1 is a front view of a movable weir.
FIG. 2 is a vertical side view of a movable weir.
FIG. 3 is a cross-sectional view taken along the line AA in FIG.
4A to 4C are cross-sectional views of main parts of a dam member.
5A is a front view of a dam member when the inner tip is attached to the main body, FIG. 5B is a front view of the dam member when the inner tip is detached from the main body, and FIG. (D) is a front view which shows the example which formed the dam member separately in the right part, the left part, and the lower part, respectively.
6A is an exploded perspective view showing a schematic structure of a general movable weir, FIG. 6B is a use state diagram of the movable weir, and FIG. 6C is a cross-sectional view of the movable weir.
[Explanation of symbols]
G foundation 1 movable weir 2 door contact 2a opening 3 door 3a overflow hole 5 guide plate 8 weir member 9 inclined surface 10 inner tip 11 main body 12 groove 13 protrusion

Claims (2)

越流孔と、該越流孔に臨み、水流方向に対して傾斜する傾斜面を越流孔の縁部に沿って形成した堰部材と、を有する扉体を備えた可動堰において、
傾斜面が可動堰の表裏のいずれ側にも対向可能となるように、堰部材を、傾斜面を有する内先端部と扉体に固設される本体部とに分割して設け、且つ内先端部を本体部に対して着脱自在に構成したことを特徴とする可動堰の堰部材構造。
In the movable weir provided with a door body having an overflow hole and a weir member facing the overflow hole and forming an inclined surface that is inclined with respect to the water flow direction along the edge of the overflow hole,
The dam member is divided into an inner tip portion having an inclined surface and a main body portion fixed to the door body so that the inclined surface can face either side of the movable dam. A dam member structure for a movable dam, wherein the portion is configured to be detachable from the main body.
前記堰部材において、内先端部又は本体部のどちらか一方側に越流孔の縁部に沿うように溝を形成し、他方側に当該溝に嵌合する突部を形成する構成としたことを特徴とする請求項1に記載の可動堰の堰部材構造。In the dam member, a groove is formed on one side of the inner tip portion or the main body portion along the edge of the overflow hole, and a protrusion that fits in the groove is formed on the other side. The dam member structure of the movable dam according to claim 1.
JP2000181654A 2000-06-16 2000-06-16 Weir member structure of movable weir Expired - Fee Related JP4256571B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011127387A (en) * 2009-12-21 2011-06-30 Taisei Corp Sliding type tide wall

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012136871A (en) * 2010-12-27 2012-07-19 Maezawa Ind Inc Sluice gate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011127387A (en) * 2009-12-21 2011-06-30 Taisei Corp Sliding type tide wall

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