JP2017025582A - Backflow prevention device for underground structure - Google Patents

Backflow prevention device for underground structure Download PDF

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JP2017025582A
JP2017025582A JP2015145068A JP2015145068A JP2017025582A JP 2017025582 A JP2017025582 A JP 2017025582A JP 2015145068 A JP2015145068 A JP 2015145068A JP 2015145068 A JP2015145068 A JP 2015145068A JP 2017025582 A JP2017025582 A JP 2017025582A
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flexible elastic
pipe
elastic plate
peripheral surface
backflow prevention
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JP6581415B2 (en
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俊夫 土屋
Toshio Tsuchiya
俊夫 土屋
梅本 修
Osamu Umemoto
修 梅本
能生 黒羽根
Yoshio Kurobane
能生 黒羽根
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Hinode Ltd
Yokohama City
Asahi Inovex Corp
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Yokohama City
Asahi Inovex Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a backflow prevention device for an underground structure, the device that can prevent back blow in the conduit of an underground structure without a restriction of an installation location and without using a flexible elastic member of a complex and special shape as a check valve body.SOLUTION: A flexible elastic board 10 having flexibility and elasticity and having a substantially rectangular shape when expanded is used as a check valve body. This flexible elastic board 10 is disposed so that one side 12 of the downstream side in the flow direction of a conduit 20 of an underground structure may conform in an inner circumferential surface of the lower side of the conduit 20. Also, the flexible elastic board functions as a check valve body by that two sides of 13, 13 along the flow direction of the conduit are fixed to the inner circumferential surface of the conduit 20, and one side 11 of the upstream side in the flow direction of the conduit is fixed to the inner circumferential surface of the upper side of the conduit 20.SELECTED DRAWING: Figure 3

Description

本発明は、地下構造物の管路に設置される地下構造物用の逆流防止装置に関する。   The present invention relates to a backflow prevention device for an underground structure installed in a pipeline of the underground structure.

逆流防止装置が設置される地下構造物の管路として、下水処理水や雨水を河川や海に放流するための管路が挙げられる。このような管路においては、とくに高潮や津波が発生したときなどに河川や海からの逆流を防止するために逆流防止装置が設置され、一般的には逆流防止装置として、管路の末端にフラップ弁が設置されている(例えば特許文献1)。   As a pipeline of an underground structure where a backflow prevention device is installed, a pipeline for discharging sewage treated water or rainwater to a river or the sea can be mentioned. In such pipelines, a backflow prevention device is installed to prevent backflow from rivers and the sea, especially when storm surges and tsunamis occur. Generally, a backflow prevention device is installed at the end of the pipeline. A flap valve is installed (for example, Patent Document 1).

しかし、フラップ弁による逆流防止装置は、機械的な可動機構を必要とすることから耐久性に問題があり、また、管路の末端以外の場所に設置することは難しいことから設置場所に制約があるという問題がある。   However, the backflow prevention device using a flap valve has a problem in durability because it requires a mechanical movable mechanism, and it is difficult to install it at a place other than the end of the pipe line, so the installation place is limited. There is a problem that there is.

これに対して、一般的な管路の逆流防止装置として、逆止弁体を使用したものが知られており、特許文献2,3には、その逆止弁体として可撓性および弾性を有する可撓性弾性部材を使用した逆流防止装置が提案されている。このように逆止弁体として可撓性弾性部材を使用すれば、機械的な可動機構をなくすことができるため耐久性の問題を解消可能であり、また、逆止弁体はマンホールの下流側(流出管)や管路の途中など、管路の末端以外の場所にも設置可能であるから、設置場所の問題も解消可能である。   On the other hand, a device using a check valve body is known as a general pipe backflow prevention device. Patent Documents 2 and 3 disclose flexibility and elasticity as the check valve body. A backflow prevention device using a flexible elastic member is proposed. If a flexible elastic member is used as the check valve body in this way, the mechanical movable mechanism can be eliminated, so that the problem of durability can be solved, and the check valve body is located downstream of the manhole. Since it can be installed in places other than the end of the pipeline, such as in the middle of the (outflow pipe) or the pipeline, the problem of the installation location can also be solved.

しかし、特許文献2,3の逆流防止装置においては、逆止弁体としての機能を発揮させるために可撓性弾性部材の形状が複雑かつ特殊となっており、あらかじめその複雑かつ特殊な形状を有する可撓性弾性部材を準備する必要がある。例えば、特許文献2では、先端に傾斜面を有し、かつ袋状の形状を有する可撓性弾性部材を準備する必要がある。同様に特許文献3においても、複雑かつ特殊な形状の可撓性弾性部材を準備する必要がある。   However, in the backflow prevention devices of Patent Documents 2 and 3, the shape of the flexible elastic member is complicated and special in order to exhibit the function as a check valve body. It is necessary to prepare a flexible elastic member. For example, in Patent Document 2, it is necessary to prepare a flexible elastic member having an inclined surface at the tip and having a bag shape. Similarly, in Patent Document 3, it is necessary to prepare a flexible elastic member having a complicated and special shape.

このように、特許文献2,3の逆流防止装置では、逆止弁体として複雑かつ特殊な形状の可撓性弾性部材を準備する必要があることから、その可撓性弾性部材の準備に時間やコストがかかるという問題がある。   Thus, in the backflow prevention devices of Patent Documents 2 and 3, since it is necessary to prepare a flexible elastic member having a complicated and special shape as a check valve body, it takes time to prepare the flexible elastic member. There is a problem that it is expensive.

特開2006−97779号公報Japanese Patent Laid-Open No. 2006-97779 特表2003−519347号公報JP-T-2003-519347 米国特許第5769125号明細書US Pat. No. 5,769,125

本発明が解決しようとする課題は、設置場所の制約がなく、また、逆止弁体として複雑かつ特殊な形状の可撓性弾性部材を用いることなく、地下構造物の管路における逆流を防止することのできる地下構造物用の逆流防止装置を提供することにある。   The problem to be solved by the present invention is that there is no restriction on the installation location, and the use of a flexible elastic member having a complicated and special shape as a check valve body prevents back flow in the pipe of an underground structure. An object of the present invention is to provide a backflow prevention device for underground structures that can be used.

本発明の一観点によれば、次の地下構造物用の逆流防止装置が提供される。
「地下構造物の管路に設置される地下構造物用の逆流防止装置であって、
可撓性および弾性を有し、かつ展開したときの形状が略矩形状である可撓性弾性板を備え、
前記可撓性弾性板は前記管路内に装着された状態において、前記管路の流れ方向の下流側の1辺が前記管路の下側の内周面に沿うように配置されるとともに、前記管路の流れ方向に沿う2辺が前記管路の内周面に対して固定され、前記管路の流れ方向の上流側の1辺が前記管路の上側の内周面に対して固定される、地下構造物用の逆流防止装置。」
According to one aspect of the present invention, a backflow prevention device for the following underground structure is provided.
"A backflow prevention device for underground structures installed in pipelines of underground structures,
A flexible elastic plate having flexibility and elasticity and having a substantially rectangular shape when deployed;
The flexible elastic plate is arranged so that one side on the downstream side in the flow direction of the pipeline is along the inner peripheral surface of the lower side of the pipeline in a state where the flexible elastic plate is mounted in the pipeline. Two sides along the flow direction of the pipe are fixed to the inner peripheral surface of the pipe, and one side on the upstream side in the flow direction of the pipe is fixed to the upper inner peripheral surface of the pipe Backflow prevention device for underground structures. "

なお、以下の説明では、「管路の流れ方向の上流側」および「管路の流れ方向の下流側」を単に「上流側」および「下流側」という。   In the following description, “upstream side in the flow direction of the pipeline” and “downstream side in the flow direction of the pipeline” are simply referred to as “upstream side” and “downstream side”.

本発明の逆流防止装置では、「可撓性弾性板」が逆止弁体としての機能を果たす。すなわち、この可撓性弾性板の下流側の1辺が管路の下側の内周面に沿うように配置されるとともに、管路の流れ方向に沿う2辺が管路の内周面に対して固定され、上流側の1辺が管路の上側の内周面に対して固定されることで、管路を逆方向に流れる逆流水は、可撓性弾性板の下流側の1辺の上面を乗り越えて逆流しようとするが、管路の流れ方向に沿う2辺と上流側の1辺とを固定することで形成される閉鎖空間で堰き止められる。これにより、地下構造物の管路における逆流を防止することができる。一方、管路を正方向に流れる正流水は、可撓性弾性板の上流側の1辺の下方から流れ込み、下流側の1辺を上方に押し上げるようにして下流側に流れ出す。これにより、管路の正方向の流れは確保される。   In the backflow prevention device of the present invention, the “flexible elastic plate” functions as a check valve body. That is, one side on the downstream side of the flexible elastic plate is arranged along the inner peripheral surface on the lower side of the pipe, and two sides along the flow direction of the pipe are on the inner peripheral surface of the pipe. By fixing one side on the upstream side with respect to the inner peripheral surface on the upper side of the pipe line, the backflow water flowing in the reverse direction in the pipe line is one side on the downstream side of the flexible elastic plate. However, it is blocked by a closed space formed by fixing two sides along the flow direction of the pipeline and one side on the upstream side. Thereby, the backflow in the pipe line of an underground structure can be prevented. On the other hand, the positive flow water flowing in the positive direction flows in from the lower side of the upstream side of the flexible elastic plate, and flows out downstream by pushing up the lower side upward. Thereby, the flow of the positive direction of a pipe line is ensured.

このように「可撓性弾性板」は、本発明の逆流防止装置において逆止弁体としての機能を果たすところ、その形状は、展開したときの形状が略矩形状であって単純である。すなわち、本発明によれば逆止弁体として複雑かつ特殊な形状の可撓性弾性部材を用いることなく、地下構造物の管路における逆流を防止することができる。   As described above, the “flexible elastic plate” functions as a check valve body in the backflow prevention device of the present invention. The shape of the “flexible elastic plate” when deployed is substantially rectangular and is simple. That is, according to the present invention, it is possible to prevent the backflow in the pipe of the underground structure without using a flexible elastic member having a complicated and special shape as the check valve body.

また、本発明において可撓性弾性板は、管路に挿入して固定される挿入体を介して管路内に装着することができる。すなわち、本発明の他の観点によれば、次の地下構造物用の逆流防止装置が提供される。
「地下構造物の管路に設置される地下構造物用の逆流防止装置であって、
可撓性および弾性を有し、かつ展開したときの形状が略矩形状である可撓性弾性板を備え、
前記可撓性弾性板は、前記管路に挿入して固定される挿入体を介して前記管路内に装着された状態において、前記管路の流れ方向の下流側の1辺が前記管路の下側の内周面または前記挿入体の下側の内周面に沿うように配置されるとともに、前記管路の流れ方向に沿う2辺が前記挿入体の内周面に対して固定され、前記管路の流れ方向の上流側の1辺が前記挿入体の上側の内周面に対して固定される、地下構造物用の逆流防止装置。」
Further, in the present invention, the flexible elastic plate can be mounted in the pipe line through an insert inserted and fixed in the pipe line. That is, according to the other viewpoint of this invention, the backflow prevention apparatus for the following underground structures is provided.
"A backflow prevention device for underground structures installed in pipelines of underground structures,
A flexible elastic plate having flexibility and elasticity and having a substantially rectangular shape when deployed;
In the state where the flexible elastic plate is mounted in the pipe via an insert inserted and fixed into the pipe, one side on the downstream side in the flow direction of the pipe is the pipe The two sides along the flow direction of the pipe line are fixed with respect to the inner peripheral surface of the insert body. A backflow prevention device for an underground structure, wherein one side on the upstream side in the flow direction of the pipe is fixed to the inner peripheral surface on the upper side of the insert. "

このように挿入体を使用する場合、可撓性弾性板の管路の流れ方向に沿う2辺は挿入体の内周面に対して固定し、上流側の1辺は挿入体の上側の内周面に対して固定する。そして、下流側の1辺は管路の下側の内周面または挿入体の下側の内周面に沿うように配置する。これにより、可撓性弾性板は、挿入体を使用しない場合と同様に逆止弁体としての機能を果たす。すなわち、管路の流れ方向に沿う2辺が挿入体の内周面に対して固定され、上流側の1辺が挿入体の上側の内周面に対して固定されることで、管路を逆方向に流れる逆流水は、可撓性弾性板の下流側の1辺の上面を乗り越えて逆流しようとするが、管路の流れ方向に沿う2辺と上流側の1辺とを固定することで形成される閉鎖空間で堰き止められる。これにより、地下構造物の管路における逆流を防止することができる。一方、管路を正方向に流れる正流水は、可撓性弾性板の上流側の1辺の下方から流れ込み、下流側の1辺を上方に押し上げるようにして下流側に流れ出す。これにより、管路の正方向の流れは確保される。   When the insert is used in this way, the two sides along the flow direction of the pipe of the flexible elastic plate are fixed with respect to the inner peripheral surface of the insert, and the one side on the upstream side is the inner side of the upper side of the insert. Secure against the circumference. Then, one side on the downstream side is arranged along the lower inner peripheral surface of the pipe line or the lower inner peripheral surface of the insertion body. Thereby, a flexible elastic board fulfill | performs the function as a non-return valve body similarly to the case where an insertion body is not used. That is, two sides along the flow direction of the pipe line are fixed to the inner peripheral surface of the insert body, and one side on the upstream side is fixed to the upper inner peripheral surface of the insert body. Backflow water that flows in the reverse direction tries to flow back over the upper surface of one side on the downstream side of the flexible elastic plate, but the two sides along the flow direction of the pipeline and one side on the upstream side are fixed. It is dammed in a closed space formed by Thereby, the backflow in the pipe line of an underground structure can be prevented. On the other hand, the positive flow water flowing in the positive direction flows in from the lower side of the upstream side of the flexible elastic plate, and flows out downstream by pushing up the lower side upward. Thereby, the flow of the positive direction of a pipe line is ensured.

本発明において挿入体を使用する場合、その挿入体は、管路の中心を通る水平面よりも上側の内周面に沿う形状を有するものとすることができる。このような挿入体の形状は、大口径の管路に適用する場合に好ましい。すなわち、挿入体を管路の内周面全体に沿う形状とする場合に比べ、挿入体を軽量化でき、その運搬および設置を容易に行うことができる。なお、挿入体を管路の中心を通る水平面よりも上側の内周面に沿う形状とした場合、本発明の逆流防止装置は、その挿入体を管路内で確実に固定するために、管路内において挿入体を下方から支持する支持構造体を備えることが好ましい。   When an insert is used in the present invention, the insert may have a shape along the inner peripheral surface above the horizontal plane passing through the center of the conduit. Such a shape of the insert is preferable when applied to a large-diameter pipe. That is, the insert can be reduced in weight and can be easily transported and installed as compared with the case where the insert is shaped along the entire inner peripheral surface of the duct. Note that when the insert is shaped along the inner peripheral surface above the horizontal plane passing through the center of the pipe, the backflow prevention device of the present invention is provided with a pipe in order to securely fix the insert in the pipe. It is preferable to provide a support structure that supports the insert from below in the road.

本発明において、可撓性弾性板の管路の流れ方向に沿う2辺間の長さは、管路の内周面の周方向長さの略半分であることが好ましい。このような長さの関係とすることで、可撓性弾性板の管路の流れ方向に沿う2辺は、それぞれ管路の中心を通る水平面の近傍レベルで管路の内周面または挿入体の内周面に対して固定されることになる。そうすると、これら2辺と、上流側の1辺と、下流側の1辺との、管路内での位置バランスが良好となり、可撓性弾性板が逆止弁体としての機能を安定して発揮できる。   In the present invention, it is preferable that the length between two sides along the flow direction of the conduit of the flexible elastic plate is approximately half of the circumferential length of the inner peripheral surface of the conduit. By having such a length relationship, the two sides along the flow direction of the pipe of the flexible elastic plate are respectively the inner peripheral surface of the pipe or the insert at a level near the horizontal plane passing through the center of the pipe. It will be fixed with respect to the inner peripheral surface. Then, the position balance in the pipe line between these two sides, the upstream side and the downstream side becomes good, and the flexible elastic plate stably functions as a check valve body. Can demonstrate.

さらに本発明の逆流防止装置は、可撓性弾性板の上流側を下方から支持可能な支持部材を備えることが好ましい。前述のとおり、逆流の際に逆流水は、可撓性弾性板の管路の流れ方向に沿う2辺と上流側の1辺とを固定することで形成される閉鎖空間で堰き止められる。この閉鎖空間は、可撓性弾性板の上流側の上面側に形成されるから、逆流水は可撓性弾性板の上流側の上面側に流れ込むことになる。したがって、可撓性弾性板の上流側を下方から支持可能な支持部材を備えることで、とくに多量の逆流水が流れ込んだ場合に、その逆流水による水圧により可撓性弾性板が下方に変形することを抑制できる。可撓性弾性板が逆流水による水圧により過度に変形すると、漏水や可撓性弾性板の破断等の問題を生じることがあるので、可撓性弾性板の変形を抑制することで可撓性弾性板による逆流防止効果を確実に維持することができる。   Furthermore, the backflow prevention device of the present invention preferably includes a support member that can support the upstream side of the flexible elastic plate from below. As described above, the backflow water is dammed in the closed space formed by fixing the two sides along the flow direction of the pipe line of the flexible elastic plate and the one side on the upstream side during the backflow. Since this closed space is formed on the upper surface side on the upstream side of the flexible elastic plate, the backflow water flows into the upper surface side on the upstream side of the flexible elastic plate. Accordingly, by providing a support member that can support the upstream side of the flexible elastic plate from below, the flexible elastic plate is deformed downward by the water pressure of the reverse flow water, particularly when a large amount of the reverse flow water flows. This can be suppressed. If the flexible elastic plate is excessively deformed by the water pressure due to the backflow water, problems such as water leakage and breakage of the flexible elastic plate may occur. The backflow prevention effect by the elastic plate can be reliably maintained.

本発明の逆流防止装置によれば、「展開したときの形状が略矩形状である可撓性弾性板」が逆止弁体としての機能を果たすから、従来のように逆止弁体として複雑かつ特殊な形状の可撓性弾性部材を用いることなく、地下構造物の管路における逆流を防止することができる。すなわち、本発明によれば、従来のように可撓性弾性部材の準備に時間やコストがかかるという問題を生じることなく、簡単な構成部材により地下構造物用の逆流防止装置を構成でき、設置場所の制約がなく、汎用性の高い地下構造物用の逆流防止装置を提供できる。   According to the backflow prevention device of the present invention, the “flexible elastic plate having a substantially rectangular shape when unfolded” functions as a check valve body. And the backflow in the pipe line of an underground structure can be prevented, without using the flexible elastic member of a special shape. That is, according to the present invention, it is possible to configure a backflow prevention device for an underground structure with a simple component without causing a problem that it takes time and cost to prepare a flexible elastic member as in the prior art. There is no restriction on the location, and a highly versatile backflow prevention device for underground structures can be provided.

本発明の第1実施例による逆流防止装置を管路に設置した状態を示し、(a)は断面図、(b)は上流側から見た図、(c)は下流側から見た図である。The state which installed the backflow prevention apparatus by 1st Example of this invention in the pipe line is shown, (a) is sectional drawing, (b) is the figure seen from the upstream, (c) is the figure seen from the downstream. is there. 図1の逆流防止装置に使用した可撓性弾性板を展開した状態で示す図である。It is a figure shown in the state which unfolded the flexible elastic board used for the backflow prevention apparatus of FIG. 図1の逆流防止装置における可撓性弾性板を下流側から見たときの形態を概念的に示す図である。It is a figure which shows notionally a form when the flexible elastic board in the backflow prevention apparatus of FIG. 1 is seen from the downstream. 本発明の第2実施例による逆流防止装置の設置状態を示す概略的な断面図である。It is a schematic sectional drawing which shows the installation state of the backflow prevention apparatus by 2nd Example of this invention. 図4の逆流防止装置を単独で示す断面図ある。It is sectional drawing which shows the backflow prevention apparatus of FIG. 4 independently. 本発明の第3実施例による逆流防止装置を地下構造物の管路に設置した状態を示し、(a)は断面図、(b)は上流側から見た図、(c)は下流側から見た図である。The state which installed the backflow prevention apparatus by 3rd Example of this invention in the pipe line of an underground structure is shown, (a) is sectional drawing, (b) is the figure seen from the upstream, (c) is from the downstream. FIG. 図6の逆流防止装置における可撓性弾性板を下流側から見たときの形態を概念的に示す図である。It is a figure which shows notionally a form when the flexible elastic board in the backflow prevention apparatus of FIG. 6 is seen from the downstream.

以下、図面に示す実施例に基づき、本発明の実施の形態を説明する。   Hereinafter, embodiments of the present invention will be described based on examples shown in the drawings.

(第1実施例)
図1は、本発明の第1実施例による逆流防止装置を管路に設置した状態を示し、(a)は断面図、(b)は上流側から見た図、(c)は下流側から見た図である。図2は、この逆流防止装置に使用した可撓性弾性板を展開した状態で示す図、図3は、この逆流防止装置における可撓性弾性板を下流側から見たときの形態を概念的に示す図である。
(First embodiment)
FIG. 1 shows a state in which a backflow prevention device according to a first embodiment of the present invention is installed in a pipeline, (a) is a sectional view, (b) is a view seen from the upstream side, and (c) is a view from the downstream side. FIG. FIG. 2 is a diagram showing a state in which the flexible elastic plate used in the backflow prevention device is developed, and FIG. 3 is a conceptual view of the flexible elastic plate in the backflow prevention device when viewed from the downstream side. FIG.

本発明の逆流防止装置は、可撓性および弾性を有し、かつ展開したときの形状が略矩形状である可撓性弾性板10(図2参照)を備え、これを逆止弁体として地下構造物用の管路に装着することを特徴とするものであり、本実施例では、可撓性弾性板10を管路20に直接装着し固定している。   The backflow prevention device of the present invention includes a flexible elastic plate 10 (see FIG. 2) that is flexible and elastic and that is substantially rectangular when deployed, and this is used as a check valve body. In this embodiment, the flexible elastic plate 10 is directly attached and fixed to the pipe line 20 and fixed to the pipe line for the underground structure.

本実施例において可撓性弾性板10は硬度が65程度のゴム板からなり、展開したときの形状は、図2に実線で示すように、上流側の1辺11、下流側の1辺12、及び管路の流れ方向に沿う2辺13,13の4辺で画定される矩形状(長方形状)である。そして、上流側の1辺11及び下流側の1辺12の長さ、すなわち管路の流れ方向に沿う2辺13,13間の長さは、管路20の内周面の周方向長さの略半分である。   In this embodiment, the flexible elastic plate 10 is made of a rubber plate having a hardness of about 65, and the unfolded shape is one side 11 on the upstream side and one side 12 on the downstream side as shown by a solid line in FIG. And a rectangular shape (rectangular shape) defined by four sides of two sides 13 and 13 along the flow direction of the pipe. The length of one side 11 on the upstream side and one side 12 on the downstream side, that is, the length between the two sides 13 and 13 along the flow direction of the pipe line is the circumferential length of the inner peripheral surface of the pipe line 20. It is almost half of.

可撓性弾性板10の管路の流れ方向に沿う2辺13,13は、管路20の内周面に対して、その長手方向(管路の流れ方向)に沿って固定されている。本実施例では、可撓性弾性板10の管路の流れ方向に沿う2辺13,13と略同一の長さを有する直線状の押えバー21,21を用いてボルト接合により固定している。このとき、管路の流れ方向に沿う2辺13,13間の長さは、前述のとおり管路20の内周面の周方向長さの略半分であるから、管路の流れ方向に沿う2辺13,13は、管路20の中心を通る水平面の近傍レベルで管路20の内周面に対して固定されることになる。またこのとき、可撓性弾性板10の下流側の1辺12は、管路20の下側の内周面に沿うように配置される。一方、可撓性弾性板10の上流側の1辺11は、管路20の上側の内周面に対して固定される。本実施例では、上流側の1辺11と略同一の長さを有する半円弧状の押えバー22を用いてボルト接合により固定している。   The two sides 13 and 13 along the flow direction of the duct of the flexible elastic plate 10 are fixed to the inner peripheral surface of the duct 20 along the longitudinal direction (flow direction of the duct). In this embodiment, fixing is performed by bolting using linear presser bars 21 and 21 having substantially the same length as the two sides 13 and 13 along the flow direction of the conduit of the flexible elastic plate 10. . At this time, the length between the two sides 13, 13 along the flow direction of the pipe line is substantially half of the circumferential length of the inner peripheral surface of the pipe line 20 as described above, so it follows the flow direction of the pipe line. The two sides 13 and 13 are fixed to the inner peripheral surface of the pipe line 20 at a level near the horizontal plane passing through the center of the pipe line 20. At this time, one side 12 on the downstream side of the flexible elastic plate 10 is arranged along the inner peripheral surface on the lower side of the pipe line 20. On the other hand, one side 11 on the upstream side of the flexible elastic plate 10 is fixed to the inner peripheral surface on the upper side of the duct 20. In this embodiment, the presser bar 22 having a semicircular arc shape having substantially the same length as the one side 11 on the upstream side is used to fix it by bolt joining.

このような可撓性弾性板10の管路20に対する固定は、次の手順で行うことができる。まず、可撓性弾性板10を、その下流側の1辺12が管路20の下側の内周面に沿うようにして、管路20内に挿入する。その後、可撓性弾性板10の管路の流れ方向に沿う2辺13,13を管路20の内周面に対して、直線状の押えバー21,21を用いてボルト接合により固定する。この状態では、可撓性弾性板10の上流側の1辺11および下流側の1辺12は、いずれも管路20の下側の内周面に沿った状態にあるが、この状態から上流側の1辺11を上方に持ち上げ、その上流側の1辺11を管路20の上側の内周面に対して、半円弧状の押えバー22を用いてボルト接合により固定する。このとき、可撓性弾性板10の上流側の1辺11は、図1(b)に表しているように、直線状の押えバー21,21による管路の流れ方向に沿う2辺13,13の固定位置と交差する箇所で折り返された状態となる。   The flexible elastic plate 10 can be fixed to the pipe line 20 by the following procedure. First, the flexible elastic plate 10 is inserted into the pipe line 20 so that one side 12 on the downstream side is along the lower inner peripheral surface of the pipe line 20. Thereafter, the two sides 13 and 13 along the flow direction of the pipe line of the flexible elastic plate 10 are fixed to the inner peripheral surface of the pipe line 20 by bolting using linear presser bars 21 and 21. In this state, one side 11 on the upstream side and one side 12 on the downstream side of the flexible elastic plate 10 are both in a state along the inner peripheral surface on the lower side of the pipe line 20. The one side 11 on the side is lifted upward, and the one side 11 on the upstream side is fixed to the inner peripheral surface on the upper side of the pipe line 20 by a bolt connection using a semi-arc-shaped presser bar 22. At this time, the one side 11 on the upstream side of the flexible elastic plate 10 has two sides 13 along the flow direction of the pipe line by the linear presser bars 21 and 21, as shown in FIG. It will be in the state where it turned up in the place which cross | intersects the 13 fixed position.

なお、可撓性弾性板10の上流側の1辺11を前述の要領で折り返して管路20の上側の内周面に固定すると、その上流側の1辺の両端部分は、半円弧状の押えバー22から少しはみ出した形態となる。そして、そのはみ出した両端部分は、見栄えを良くするために固定後に切り取られることがある。そうすると、可撓性弾性板10を展開したときの形状は、図2において斜線部が切り取られた破線の形状となり、正確には矩形状ではなくなる。しかし、このように可撓性弾性板10の一部が切り取られて正確な矩形状でなくなったとしても、本発明の効果が損なわれることはない。そこで、本発明では、図2の実線で示すような正確な矩形状、図2の斜線部が切り取られた矩形状に近い形状、その他実質的に矩形状と言える形状を総称して「略矩形状」と定義し、可撓性弾性板を展開したときの形状が略矩形状であることを要件としている。   If the one side 11 on the upstream side of the flexible elastic plate 10 is folded back as described above and fixed to the inner peripheral surface on the upper side of the conduit 20, both end portions of the one side on the upstream side have a semicircular arc shape. The presser bar 22 protrudes slightly. And the both ends which protruded may be cut off after fixing in order to improve appearance. Then, the shape when the flexible elastic plate 10 is developed becomes a broken line shape with a hatched portion cut out in FIG. 2, and is not exactly a rectangular shape. However, even if a part of the flexible elastic plate 10 is cut out and becomes an exact rectangular shape, the effect of the present invention is not impaired. Therefore, in the present invention, an accurate rectangular shape as shown by a solid line in FIG. 2, a shape close to a rectangular shape in which the hatched portion in FIG. It is defined as “shape”, and it is required that the shape when the flexible elastic plate is developed is substantially rectangular.

図3には、このようにして管路20に固定された可撓性弾性板10を下流側から見たときの形態を概念的に示している。同図に表しているように、可撓性弾性板10の下流側の1辺12が管路20の下側の内周面に沿うように配置されるとともに、管路の流れ方向に沿う2辺13,13が管路20の内周面に対して固定され、上流側の1辺11が管路20の上側の内周面に対して固定されている。これにより、可撓性弾性板10は逆止弁体としての機能を発揮する。   FIG. 3 conceptually shows a form of the flexible elastic plate 10 fixed to the duct 20 as seen from the downstream side. As shown in the figure, one side 12 on the downstream side of the flexible elastic plate 10 is disposed along the inner peripheral surface of the lower side of the pipe line 20, and 2 along the flow direction of the pipe line. The sides 13 and 13 are fixed to the inner peripheral surface of the pipe line 20, and the one side 11 on the upstream side is fixed to the upper inner peripheral surface of the pipe line 20. Thereby, the flexible elastic board 10 exhibits the function as a non-return valve body.

すなわち、管路20を逆方向に流れる逆流水は、図1(a)に破線矢印で示すように可撓性弾性板10の下流側の1辺12の上面を乗り越えて逆流しようとするが、管路の流れ方向に沿う2辺13,13と上流側の1辺11とを固定することで形成される閉鎖空間で堰き止められる。これにより、管路20における逆流を防止することができる。なお、逆流水は、可撓性弾性板10の下流側の1辺12の下面から上流側に多少逆流(漏水)することもあるが、その漏水の量は地下構造物の管路においては問題とならない程度の少量である。また、逆流水が閉鎖空間で堰き止められると、その逆流水による水圧により可撓性弾性板10には下方向の力が作用するので、可撓性弾性板の下流側の1辺12の下面側に大きな隙間が生じることもない。   That is, the backflow water flowing in the reverse direction through the pipe line 20 tries to flow back over the upper surface of the one side 12 on the downstream side of the flexible elastic plate 10 as shown by the broken line arrow in FIG. It is dammed in a closed space formed by fixing the two sides 13, 13 along the flow direction of the pipeline and the one side 11 on the upstream side. Thereby, the backflow in the pipe line 20 can be prevented. The backflow water may flow back (leakage) somewhat from the lower surface of one side 12 on the downstream side of the flexible elastic plate 10 to the upstream side. However, the amount of the water leakage is a problem in the pipes of the underground structure. It is a small amount not to become. Further, when the backflow water is dammed up in the closed space, a downward force acts on the flexible elastic plate 10 due to the water pressure of the backflow water, so that the lower surface of one side 12 on the downstream side of the flexible elastic plate There is no large gap on the side.

一方、管路20を正方向に流れる正流水は、図1(a)に実線矢印で示すように可撓性弾性板10の上流側の1辺11の下方から流れ込み、下流側の1辺12を上方に押し上げるようにして下流側に流れ出す。これにより、管路20の正方向の流れは確保される。   On the other hand, the positive water flowing in the forward direction in the pipe 20 flows from below the one side 11 on the upstream side of the flexible elastic plate 10 as shown by the solid line arrow in FIG. Is pushed upward and flows downstream. Thereby, the flow of the positive direction of the pipe line 20 is ensured.

(第2実施例)
図4は、本発明の第2実施例による逆流防止装置の設置状態を示す概略的な断面図、図5は、この逆流防止装置を単独で示す断面図ある。
(Second embodiment)
FIG. 4 is a schematic cross-sectional view showing an installation state of the backflow prevention device according to the second embodiment of the present invention, and FIG. 5 is a cross-sectional view showing the backflow prevention device alone.

本実施例の逆流防止装置は、図4に示すように、地下構造物の管路としてのマンホール40の流出管41に設置され、とくに内径が200〜300mm程度の小口径の流出管41に好適に設置される。   As shown in FIG. 4, the backflow prevention device of the present embodiment is installed in an outflow pipe 41 of a manhole 40 as a conduit for an underground structure, and is particularly suitable for an outflow pipe 41 having a small diameter of about 200 to 300 mm. Installed.

本実施例の逆流防止装置も第1実施例と同様に、その基本構成として可撓性および弾性を有し、かつ展開したときの形状が略矩形状である可撓性弾性板10を逆止弁体として備えるところ、第1実施例では可撓性弾性板10を管路に直接装着するようにしたのに対し、本実施例では可撓性弾性板10を管路(流出管41)に挿入体30を介して装着するようにしている。本実施例のように内径が200〜300mm程度の小口径の流出管41には、可撓性弾性板10を現地施工で直接装着することは難しいからである。   Similarly to the first embodiment, the backflow prevention device of the present embodiment has flexibility and elasticity as its basic structure, and the flexible elastic plate 10 having a substantially rectangular shape when unfolded is non-returned. In the first embodiment, the flexible elastic plate 10 is directly attached to the conduit, whereas in the present embodiment, the flexible elastic plate 10 is connected to the conduit (outflow pipe 41). It is adapted to be mounted via the insert 30. This is because it is difficult to directly attach the flexible elastic plate 10 to the outflow pipe 41 having a small diameter having an inner diameter of about 200 to 300 mm as in the present embodiment.

挿入体30は、流出管41の内周面形状に倣うように円筒状をなし、その上流側の端部には、本実施例による逆流防止装置をマンホール40の流出管41に設置するに際し、マンホール40の内壁に固定するためのフランジ31が一体的に設けられている。   The insertion body 30 has a cylindrical shape so as to follow the shape of the inner peripheral surface of the outflow pipe 41, and at the upstream end thereof, when the backflow prevention device according to this embodiment is installed in the outflow pipe 41 of the manhole 40, A flange 31 for fixing to the inner wall of the manhole 40 is integrally provided.

可撓性弾性板10は、第1実施例(図2参照)と同様に、これを展開したときの形状は、上流側の1辺11、下流側の1辺12、及び管路の流れ方向に沿う2辺13,13の4辺で画定される略矩形状であり、管路の流れ方向に沿う2辺13,13間の長さは、挿入体30の内周面の周方向長さの略半分である。なお、挿入体30の内径は、流出管41の内径とほぼ等しいので、可撓性弾性板10の管路の流れ方向に沿う2辺13,13間の長さは、当該流出管41の内周面の周方向長さの略半分でもある。   As in the first embodiment (see FIG. 2), the flexible elastic plate 10 is unfolded in the form of one side 11 on the upstream side, one side 12 on the downstream side, and the flow direction of the pipeline. The length between the two sides 13 and 13 along the flow direction of the pipe line is the circumferential length of the inner peripheral surface of the insert 30. It is almost half of. Since the inner diameter of the insertion body 30 is substantially equal to the inner diameter of the outflow pipe 41, the length between the two sides 13, 13 along the flow direction of the conduit of the flexible elastic plate 10 is the inner length of the outflow pipe 41. It is also approximately half the circumferential length of the peripheral surface.

図5に示すように、本実施例において可撓性弾性板10の管路の流れ方向に沿う2辺13,13は、挿入体30の内周面に対して、その長手方向(管路の流れ方向)に沿って固定されている。具体的には第1実施例と同様に、可撓性弾性板10の管路の流れ方向に沿う2辺13,13と略同一の長さを有する直線状の押えバー21,21を用いてボルト接合により固定している。このとき、管路の流れ方向に沿う2辺13,13間の長さは、前述のとおり挿入体30の内周面の周方向長さの略半分であるから、管路の流れ方向に沿う2辺13,13は、挿入体30(流出管41)の中心を通る水平面の近傍レベルで挿入体30の内周面に対して固定されることになる。またこのとき、可撓性弾性板10の下流側の1辺12は、挿入体30の下側の内周面に沿うように配置される。一方、可撓性弾性板10の上流側の1辺11は、挿入体30の上側の内周面に対して固定される。具体的には第1実施例と同様に、上流側の1辺11と略同一の長さを有する半円弧状の押えバー22を用いてボルト接合により固定している。   As shown in FIG. 5, in this embodiment, the two sides 13, 13 along the flow direction of the duct of the flexible elastic plate 10 are in the longitudinal direction (the duct of the duct) with respect to the inner peripheral surface of the insert 30. It is fixed along the flow direction. Specifically, as in the first embodiment, linear presser bars 21 and 21 having substantially the same length as the two sides 13 and 13 along the flow direction of the duct of the flexible elastic plate 10 are used. It is fixed by bolting. At this time, since the length between the two sides 13, 13 along the flow direction of the pipe line is substantially half of the circumferential length of the inner peripheral surface of the insert 30 as described above, it follows the flow direction of the pipe line. The two sides 13 and 13 are fixed to the inner peripheral surface of the insert 30 at a level near the horizontal plane passing through the center of the insert 30 (outflow pipe 41). At this time, one side 12 on the downstream side of the flexible elastic plate 10 is arranged along the inner peripheral surface on the lower side of the insert 30. On the other hand, one side 11 on the upstream side of the flexible elastic plate 10 is fixed to the inner peripheral surface on the upper side of the insert 30. Specifically, as in the first embodiment, a semi-arc-shaped presser bar 22 having substantially the same length as the one side 11 on the upstream side is fixed by bolt joining.

このような可撓性弾性板10の挿入体30に対する固定は、第1実施例で説明した管路20対する固定と同様の手順で行うことができる。ただし、本実施例では、可撓性弾性板10を挿入体30に対して固定するので、本実施例による逆流防止装置は、あらかじめ挿入体30内に可撓性弾性板10を固定したユニットとして構成される。そして、このユニットとしての挿入体30を流出管41に挿入し固定することで、可撓性弾性板10は流出管41の内周面に対して間接的に固定され、当該流出管41において第1実施例と同様に逆止弁体として機能する。   The flexible elastic plate 10 can be fixed to the insert 30 in the same procedure as the fixing to the pipe line 20 described in the first embodiment. However, in this embodiment, since the flexible elastic plate 10 is fixed to the insert 30, the backflow prevention device according to this embodiment is a unit in which the flexible elastic plate 10 is fixed in the insert 30 in advance. Composed. The flexible elastic plate 10 is indirectly fixed to the inner peripheral surface of the outflow pipe 41 by inserting and fixing the insert 30 as the unit into the outflow pipe 41. Similar to the first embodiment, it functions as a check valve body.

(第3実施例)
図6は、本発明の第3実施例による逆流防止装置を地下構造物の管路に設置した状態を示し、(a)は断面図、(b)は上流側から見た図、(c)は下流側から見た図である。本実施例の逆流防止装置は、第2実施例と同様にマンホール40の流出管41に設置されるが、本実施例の逆流防止装置は、内径が1000mm程度の大口径の流出管41に好適に設置される。
(Third embodiment)
6A and 6B show a state in which the backflow prevention device according to the third embodiment of the present invention is installed in the pipe of the underground structure, where FIG. 6A is a cross-sectional view, FIG. 6B is a view seen from the upstream side, and FIG. These are views seen from the downstream side. The backflow prevention device of this embodiment is installed in the outflow pipe 41 of the manhole 40 as in the second embodiment, but the backflow prevention device of this embodiment is suitable for the large diameter outflow pipe 41 having an inner diameter of about 1000 mm. Installed.

本実施例の逆流防止装置も第1実施例および第2実施例と同様に、可撓性および弾性を有し、かつ展開したときの形状が略矩形状である可撓性弾性板10を逆止弁体として備え、この可撓性弾性板10を、挿入体50を介して流出管41に装着している。   Similarly to the first and second embodiments, the backflow prevention device of the present embodiment has flexibility and elasticity, and reverses the flexible elastic plate 10 that has a substantially rectangular shape when deployed. The flexible elastic plate 10 is provided as a stop valve body, and is attached to the outflow pipe 41 via the insertion body 50.

本実施例において挿入体50は、流出管41の中心を通る水平面よりも上側の内周面に沿う半円筒状の形状を有するが、これを一体物として形成すると大型になりマンホール40内に搬入できないから、長手方向(管路の流れ方向)に沿って中央部材50aと両端部材50b,50cの3部材に分割し、現地施工で組み立てるようにしている。このとき、挿入体50の下流側の両端部は流出管41内において、支持構造体70により下方から支持される。本実施例において支持構造体70は、流出管41の下側の内周面に沿って配置される板材を半円弧状に曲げて成形した支持基板71と、その両端に配置されたジャッキボルト72とからなり、この両端のジャッキボルト72はそれぞれ挿入体50の下流側の両端部と連結され、この両端のジャッキボルト72により、挿入体50の下流側の両端部を下方から押し上げるようにして支持する。   In the present embodiment, the insert 50 has a semi-cylindrical shape along the inner peripheral surface above the horizontal plane passing through the center of the outflow pipe 41, but if it is formed as an integral object, it becomes large and is carried into the manhole 40. Since it cannot be performed, it divides | segments into 3 members of the center member 50a and the both end members 50b and 50c along a longitudinal direction (flow direction of a pipe line), and it is made to assemble by field construction. At this time, both ends on the downstream side of the insert 50 are supported from below in the outflow pipe 41 by the support structure 70. In this embodiment, the support structure 70 includes a support substrate 71 formed by bending a plate material disposed along the lower inner peripheral surface of the outflow pipe 41 into a semicircular arc shape, and jack bolts 72 disposed at both ends thereof. The jack bolts 72 at both ends are respectively connected to the downstream end portions of the insert 50, and the jack bolts 72 at both ends support the end portions on the downstream side of the insert 50 from below. To do.

また、挿入体50の上流側の端部には、この挿入体50を流出管41の内周面に沿って固定するために、マンホール40の内壁に固定するためのフランジ60が連結されている。このフランジ60も、中央部材60aと両端部材60b,60cの3部材に分割されており、現地施工で組み立てられる。   Further, a flange 60 for fixing the insert 50 to the inner wall of the manhole 40 is connected to the upstream end of the insert 50 in order to fix the insert 50 along the inner peripheral surface of the outflow pipe 41. . The flange 60 is also divided into three members, that is, a central member 60a and both end members 60b and 60c, and is assembled on site.

可撓性弾性板10は、第1実施例(図2参照)と同様に、これを展開したときの形状は、上流側の1辺11、下流側の1辺12、及び管路の流れ方向に沿う2辺13,13の4辺で画定される略矩形状であり、管路の流れ方向に沿う2辺13,13間の長さは、流出管41の内周面の周方向長さの略半分である。   As in the first embodiment (see FIG. 2), the flexible elastic plate 10 is unfolded in the form of one side 11 on the upstream side, one side 12 on the downstream side, and the flow direction of the pipeline. The length between the two sides 13 and 13 along the flow direction of the pipe is the circumferential length of the inner peripheral surface of the outflow pipe 41. It is almost half of.

本実施例において可撓性弾性板10は、現地施工により挿入体50を介して流出管41に装着され、第1実施例と同様に逆止弁体としての機能を果たす。この現地施工は、概ね以下の手順で行うことができる。   In the present embodiment, the flexible elastic plate 10 is attached to the outflow pipe 41 via the insertion body 50 by field construction, and functions as a check valve body as in the first embodiment. This on-site construction can be generally performed according to the following procedure.

(1)挿入体50の中央部材50aを流出管41内に挿入し、その頂部が流出管41の内周面の頂部と合致するようにジャッキ等を使用して位置決めする。 (1) The central member 50a of the insertion body 50 is inserted into the outflow pipe 41, and positioned using a jack or the like so that the top of the central member 50a matches the top of the inner peripheral surface of the outflow pipe 41.

(2)この位置決めした挿入体50の中央部材50aに、フランジ60の中央部材60aをボルト・ナットで連結する。 (2) The central member 60a of the flange 60 is connected to the center member 50a of the inserted insert 50 with bolts and nuts.

(3)挿入体50の両端部材50b,50cを流出管41内に挿入し、それぞれ中央部材50aにボルト・ナットで連結する。続いて、挿入体50の両端部材50b,50cに、それぞれフランジ60の両端部材60b,60cをボルト・ナットで連結する。 (3) The both end members 50b and 50c of the insert 50 are inserted into the outflow pipe 41 and connected to the central member 50a with bolts and nuts, respectively. Subsequently, both end members 60b, 60c of the flange 60 are connected to both end members 50b, 50c of the insert 50 by bolts and nuts, respectively.

(4)挿入体50の下流側端部に対応する位置に支持構造体70を配置したうえで、そのジャッキボルト72を挿入体50の下流側の両端部に連結する。そして、ジャッキボルト72により、挿入体50の下流側の両端部を下方から押し上げるようにして支持して位置決めする。 (4) After the support structure 70 is disposed at a position corresponding to the downstream end of the insert 50, the jack bolt 72 is connected to both ends of the insert 50 on the downstream side. The jack bolt 72 supports and positions the downstream end portions of the insert 50 so as to push up from below.

(5)フランジ60の中央部材60aおよび両端部材60b,60cをマンホール40の内壁に対してアンカーボルトで固定する。 (5) The center member 60a and both end members 60b, 60c of the flange 60 are fixed to the inner wall of the manhole 40 with anchor bolts.

(6)可撓性弾性板10を、その下流側の1辺12が流出管41の下側の内周面に沿うようにして、流出管41内に挿入する。 (6) The flexible elastic plate 10 is inserted into the outflow pipe 41 such that one side 12 on the downstream side is along the lower inner peripheral surface of the outflow pipe 41.

(7)可撓性弾性板10の管路の流れ方向に沿う2辺13,13を挿入体50の内周面に対して、直線状の押えバー51,51を用いてボルト接合により固定する。この点は、第1実施例と同様である。 (7) The two sides 13 and 13 along the flow direction of the conduit of the flexible elastic plate 10 are fixed to the inner peripheral surface of the insertion body 50 by bolting using linear presser bars 51 and 51. . This is the same as in the first embodiment.

(8)この状態では、第1実施例と同様に、可撓性弾性板10の上流側の1辺11および下流側の1辺12は、いずれも流出管41の下側の内周面に沿った状態にあるが、この状態から上流側の1辺11を上方に持ち上げ、その上流側の1辺11を挿入体50の内周面(流出管41の上側の内周面に相当)に対して、半円弧状の押えバー52を用いてボルト接合により固定する。このとき、可撓性弾性板10の上流側の1辺は、第1実施例と同様に、直線状の押えバー51,51による管路の流れ方向に沿う2辺13,13の固定位置と交差する箇所で折り返された状態となる。 (8) In this state, as in the first embodiment, the upstream side 11 and the downstream side 12 of the flexible elastic plate 10 are both on the inner peripheral surface of the lower side of the outflow pipe 41. In this state, one side 11 on the upstream side is lifted upward from this state, and the one side 11 on the upstream side is taken as the inner peripheral surface of the insert 50 (corresponding to the inner peripheral surface on the upper side of the outflow pipe 41) On the other hand, the presser bar 52 having a semicircular arc shape is used to fix it by bolt joining. At this time, one side on the upstream side of the flexible elastic plate 10 is fixed to the fixed positions of the two sides 13 and 13 along the flow direction of the pipe line by the linear presser bars 51 and 51 as in the first embodiment. It will be folded at the intersection.

以上の現地施工により、可撓性弾性板10は、第1実施例と同様に図7のような形態となる。すなわち、可撓性弾性板10の下流側の1辺12が流出管41の下側の内周面に沿うように配置されるとともに、管路の流れ方向に沿う2辺13,13が挿入体50の内周面に対して固定され、上流側の1辺11が挿入体50の内周面に対して固定される。これにより、可撓性弾性板10は第1実施例と同様に逆止弁体としての機能を発揮する。   By the above field construction, the flexible elastic plate 10 has a form as shown in FIG. 7 as in the first embodiment. That is, one side 12 on the downstream side of the flexible elastic plate 10 is arranged along the inner peripheral surface on the lower side of the outflow pipe 41, and two sides 13 and 13 along the flow direction of the pipe line are inserted bodies. The first side 11 on the upstream side is fixed to the inner peripheral surface of the insertion body 50. Thereby, the flexible elastic board 10 exhibits the function as a non-return valve body similarly to 1st Example.

ただし、本実施例の場合、流出管41が大口径であるため、閉鎖空間において多量の逆流水が堰き止められ、その逆流水による水圧により可撓性弾性板10が下方に大きく変形するおそれがある。これに対処するため、本実施例では、図6(a)に一点鎖線で示すように、可撓性弾性板10の上流側を下方から支持可能な支持部材80をオプションとして設置可能としている。   However, in the case of the present embodiment, since the outflow pipe 41 has a large diameter, a large amount of backflow water is blocked in the closed space, and the flexible elastic plate 10 may be greatly deformed downward due to water pressure by the backflow water. is there. In order to cope with this, in this embodiment, as shown by a one-dot chain line in FIG. 6A, a support member 80 capable of supporting the upstream side of the flexible elastic plate 10 from below can be installed as an option.

本実施例において支持部材80は棒状の部材からなり、その一端が挿入体50の中央部材50aに軸支されることで回動可能であり、設置状態においては、その他端が流出管41の下側の内周面に突き当たることで位置決めされる。このように支持部材80を設置することで、多量の逆流水が流れ込んだとしても、その逆流水による水圧により可撓性弾性板が下方に変形することを抑制できる。また、支持部材80は、その一端を中心として回動可能であるので、流出管41を正方向に流れる正流水に対しては、その流れに応じて上方に回動できるので、その正流水の流れの妨げになることはない。   In the present embodiment, the support member 80 is a rod-shaped member, and one end of the support member 80 can be pivoted by being pivotally supported by the central member 50a of the insertion body 50. In the installed state, the other end is below the outflow pipe 41. It is positioned by abutting against the inner peripheral surface of the side. By installing the support member 80 in this way, even if a large amount of backflow water flows in, it is possible to suppress the flexible elastic plate from being deformed downward by water pressure due to the backflow water. Further, since the support member 80 is rotatable about one end thereof, the normal flow water flowing in the forward direction through the outflow pipe 41 can be rotated upward in accordance with the flow, so the normal flow water is There is no hindrance to the flow.

なお、本実施例において支持部材80は棒状の部材としたが、その形状は棒状には限定されない。要するに、可撓性弾性板10の上流側を下方から支持可能なものであれば良く、例えば面状の部材で形成することもできる。また、現地施工の手順は前述の手順に限定されるものではなく、フランジ60の中央部材60aおよび両端部材60b,60cをマンホール40の内壁に対してアンカーボルトで固定した後に、挿入体50の中央部材50aを流出管41内に挿入するなど、適宜変更しても良い。   In this embodiment, the support member 80 is a rod-shaped member, but the shape is not limited to a rod-shape. In short, any material that can support the upstream side of the flexible elastic plate 10 from below may be used, and for example, it may be formed of a planar member. Further, the site construction procedure is not limited to the above-described procedure, and the center member 60a of the flange 60 and both end members 60b, 60c are fixed to the inner wall of the manhole 40 with anchor bolts, and then the center of the insert 50 is fixed. You may change suitably, such as inserting the member 50a in the outflow pipe 41. FIG.

また、本実施例において挿入体50およびフランジ60は、それぞれ中央部材および両端部材の3部材に鉛直方向に分割したが、その分割数および分割方向は任意であり、例えば径方向に分割することも可能である。   Further, in the present embodiment, the insert 50 and the flange 60 are each divided into three members, ie, a central member and both end members, in the vertical direction, but the number of divisions and the division direction are arbitrary, and may be divided in the radial direction, for example. Is possible.

また、以上の実施例では、可撓性弾性板10の下流側の1辺12は、管路(挿入体)の下側の内周面にほぼ密着させて沿うように配置したが、正流水の流路をあらかじめ確保するために、可撓性弾性板10の下流側の1辺12の下端部を少し上方に浮かせるような形で管路(挿入体)の下側の内周面に沿うように配置して、正流水の流路として隙間を設けることもできる。すなわち、本発明においては、このような隙間を設ける場合も、「管路(挿入体)の下側の内周面に沿うように配置する」という概念に含まれる。なお、このように隙間を設けたとしても、逆流水の上流側への漏水の量は、地下構造物の管路においては問題とならない。また、逆流水が前述の閉鎖空間に流れ込むと、その逆流水による水圧により可撓性弾性板には下方向の力が作用するので、逆流の際には、前記の隙間は拡大することはなく、むしろ縮小する方向になるので、逆流防止効果は十分に発揮される。   Further, in the above embodiment, the one side 12 on the downstream side of the flexible elastic plate 10 is arranged so as to be in close contact with the inner peripheral surface on the lower side of the pipe (insert), In order to secure the flow path in advance, the lower end portion of one side 12 on the downstream side of the flexible elastic plate 10 is slightly lifted upward along the inner peripheral surface of the lower side of the pipe line (insert). It can also arrange | position and can provide a clearance gap as a flow path of positive flow water. That is, in the present invention, such a gap is also included in the concept of “arranging along the lower inner peripheral surface of the pipe (insert)”. Even if such a gap is provided in this way, the amount of water leakage to the upstream side of the backflow water does not cause a problem in the pipe line of the underground structure. In addition, when the backflow water flows into the above-mentioned closed space, a downward force acts on the flexible elastic plate due to the water pressure of the backflow water, so that the gap does not expand during backflow. However, since it is in the direction of shrinking, the backflow prevention effect is sufficiently exhibited.

なお、第1実施例では逆流防止装置を管路の途中に設置し、第2実施例および第3実施例では逆流防止装置をマンホールの流出管に設置した態様を例示したが、これに限定されるものではなく、マンホールの流入管や、管路の末端に設置しても良い。   In the first embodiment, the backflow prevention device is installed in the middle of the pipe, and in the second and third embodiments, the backflow prevention device is installed in the outflow pipe of the manhole. However, the present invention is not limited to this. However, it may be installed at the manhole inflow pipe or at the end of the pipe.

10 可撓性弾性板
11 上流側の1辺
12 下流側の1辺
13 管路の流れ方向に沿う2辺
20 管路
21 直線状の押えバー
22 半円弧状の押えバー
30 挿入体
31 フランジ
40 マンホール(地下構造物)
41 流出管(管路)
50 挿入体
50a 中央部材
50b,50c 両端部材
51 直線状の押えバー
52 半円弧状の押えバー
60 フランジ
60a 中央部材
60b,60c 両端部材
70 支持構造体
71 支持基板
72 ジャッキボルト
80 支持部材
DESCRIPTION OF SYMBOLS 10 Flexible elastic board 11 One side of upstream side 12 One side of downstream side 13 Two sides along the flow direction of a pipe line 20 Pipe line 21 Linear presser bar 22 Semi-circular presser bar 30 Insert 31 Flange 40 Manhole (underground structure)
41 Outflow pipe (pipe)
DESCRIPTION OF SYMBOLS 50 Insert 50a Center member 50b, 50c Both-ends member 51 Linear presser bar 52 Semi-circular presser bar 60 Flange 60a Central member 60b, 60c Both-ends member 70 Support structure 71 Support substrate 72 Jack bolt 80 Support member

Claims (5)

地下構造物の管路に設置される地下構造物用の逆流防止装置であって、
可撓性および弾性を有し、かつ展開したときの形状が略矩形状である可撓性弾性板を備え、
前記可撓性弾性板は前記管路内に装着された状態において、前記管路の流れ方向の下流側の1辺が前記管路の下側の内周面に沿うように配置されるとともに、前記管路の流れ方向に沿う2辺が前記管路の内周面に対して固定され、前記管路の流れ方向の上流側の1辺が前記管路の上側の内周面に対して固定される、地下構造物用の逆流防止装置。
A backflow prevention device for an underground structure installed in a pipeline of the underground structure,
A flexible elastic plate having flexibility and elasticity and having a substantially rectangular shape when deployed;
The flexible elastic plate is arranged so that one side on the downstream side in the flow direction of the pipeline is along the inner peripheral surface of the lower side of the pipeline in a state where the flexible elastic plate is mounted in the pipeline. Two sides along the flow direction of the pipe are fixed to the inner peripheral surface of the pipe, and one side on the upstream side in the flow direction of the pipe is fixed to the upper inner peripheral surface of the pipe Backflow prevention device for underground structures.
地下構造物の管路に設置される地下構造物用の逆流防止装置であって、
可撓性および弾性を有し、かつ展開したときの形状が略矩形状である可撓性弾性板を備え、
前記可撓性弾性板は、前記管路に挿入して固定される挿入体を介して前記管路内に装着された状態において、前記管路の流れ方向の下流側の1辺が前記管路の下側の内周面または前記挿入体の下側の内周面に沿うように配置されるとともに、前記管路の流れ方向に沿う2辺が前記挿入体の内周面に対して固定され、前記管路の流れ方向の上流側の1辺が前記挿入体の上側の内周面に対して固定される、地下構造物用の逆流防止装置。
A backflow prevention device for an underground structure installed in a pipeline of the underground structure,
A flexible elastic plate having flexibility and elasticity and having a substantially rectangular shape when deployed;
In the state where the flexible elastic plate is mounted in the pipe via an insert inserted and fixed into the pipe, one side on the downstream side in the flow direction of the pipe is the pipe The two sides along the flow direction of the pipe line are fixed with respect to the inner peripheral surface of the insert body. A backflow prevention device for an underground structure, wherein one side on the upstream side in the flow direction of the pipe is fixed to the inner peripheral surface on the upper side of the insert.
前記挿入体は、前記管路の中心を通る水平面よりも上側の内周面に沿う形状を有し、この挿入体を前記管路内において下方から支持する支持構造体をさらに備える、請求項2に記載の地下構造物用の逆流防止装置。   The said insertion body has a shape which follows the inner peripheral surface above the horizontal surface which passes along the center of the said pipe line, and is further provided with the support structure which supports this insert body from the downward direction in the said pipe line. The backflow prevention device for underground structures as described in 1. 前記可撓性弾性板の前記管路の流れ方向に沿う2辺間の長さが前記管路の内周面の周方向長さの略半分である、請求項1から3のいずれかに記載の地下構造物用の逆流防止装置。   The length between two sides along the flow direction of the said pipe line of the said flexible elastic board is a substantially half of the circumferential direction length of the internal peripheral surface of the said pipe line. Backflow prevention device for underground structures. 前記可撓性弾性板の上流側を下方から支持可能な支持部材をさらに備える、請求項1から4のいずれかに記載の地下構造物用の逆流防止装置。   The backflow prevention device for an underground structure according to any one of claims 1 to 4, further comprising a support member capable of supporting the upstream side of the flexible elastic plate from below.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3025364U (en) * 1995-11-30 1996-06-11 タキロン株式会社 Odor backflow prevention member
US20110132474A1 (en) * 2009-12-09 2011-06-09 Utah State University Back Flow Prevention System
JP2015500958A (en) * 2011-12-01 2015-01-08 ラッソ テクニク アクチェンゲゼルシャフト Backflow prevention device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3025364U (en) * 1995-11-30 1996-06-11 タキロン株式会社 Odor backflow prevention member
US20110132474A1 (en) * 2009-12-09 2011-06-09 Utah State University Back Flow Prevention System
JP2015500958A (en) * 2011-12-01 2015-01-08 ラッソ テクニク アクチェンゲゼルシャフト Backflow prevention device

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