JPH0455076Y2 - - Google Patents

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Publication number
JPH0455076Y2
JPH0455076Y2 JP363787U JP363787U JPH0455076Y2 JP H0455076 Y2 JPH0455076 Y2 JP H0455076Y2 JP 363787 U JP363787 U JP 363787U JP 363787 U JP363787 U JP 363787U JP H0455076 Y2 JPH0455076 Y2 JP H0455076Y2
Authority
JP
Japan
Prior art keywords
screen
debris flow
debris
support
river bed
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
Application number
JP363787U
Other languages
Japanese (ja)
Other versions
JPS63112529U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP363787U priority Critical patent/JPH0455076Y2/ja
Publication of JPS63112529U publication Critical patent/JPS63112529U/ja
Application granted granted Critical
Publication of JPH0455076Y2 publication Critical patent/JPH0455076Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、土石流の発生が予想される箇所の
河床に設置して、発生した土石流から粒径の大き
い石を分離停止させ、土石流を減勢あるいは停止
させるための土石流分離装置に関するものであ
る。
[Detailed explanation of the invention] [Industrial application field] This invention is installed on the riverbed in areas where debris flows are expected to occur, and is used to separate and stop large-sized stones from the debris flows that occur, thereby reducing debris flows. This article relates to a debris flow separator for preventing or stopping debris flows.

〔従来技術〕[Prior art]

従来、河床に設置する土石流分離装置として
は、第6図に示すように、支持構造物6に、土石
流方向に直交する方向に延長する多数の支持桁7
を土石流方向に間隔をおいて架設固定し、土石流
方向に延長する多数のスクリーン材8を各支持桁
7にわたつて架設固定した構造のものが知られて
いる。
Conventionally, as shown in FIG. 6, a debris flow separator installed on a river bed has a support structure 6 with a large number of support girders 7 extending in a direction perpendicular to the debris flow direction.
A structure is known in which the screen members 8 are constructed and fixed at intervals in the debris flow direction, and a large number of screen members 8 extending in the debris flow direction are constructed and fixed across each support girder 7.

そしてスクリーン材8の間隔は、土石流中の土
石のうち捕捉して堆積させようとする石の粒径に
より決定され、それよりも小さい粒径の土石と水
とをスクリーン材8の間から落下させて河床勾配
に沿つて下流方向へ流下させる。
The spacing between the screen materials 8 is determined by the particle size of the stones that are to be captured and deposited among the debris in the debris flow, and water and debris with a smaller particle size are allowed to fall from between the screen materials 8. The water is then allowed to flow downstream along the river bed slope.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

前記スクリーン材8として、従来、第7図に示
す古レール8A、第8図に示す山形鋼8B、第9
図に示す正方形断面の角鋼管8C等が一般的に用
いられているが、これらのスクリーン材を使用し
た場合は、以下のような問題が発生する。
Conventionally, as the screen material 8, old rail 8A shown in FIG. 7, angle iron 8B shown in FIG.
A square steel pipe 8C with a square cross section as shown in the figure is generally used, but when these screen materials are used, the following problems occur.

(1) スクリーン材間隔にほぼ等しい粒径の石がス
クリーン材の間にはさまつて抜けない箇所が生
じ、そのためスクリーンが目詰まりを起こして
本来の分離機能を低下させる。
(1) Stones with a particle size approximately equal to the distance between the screen materials are stuck between the screen materials and cannot be removed, resulting in clogging of the screen and deterioration of its original separation function.

(2) 土石流停止後に、スクリーンの機能回復のた
めにスクリーンの上下の土石を排除する必要が
あるが、前記(1)で述べた目詰まりを起こしてい
る石がスクリーン材の間にはさまつて抜けにく
いので、土石の排除を行ないにくい。
(2) After the debris flow has stopped, it is necessary to remove the debris above and below the screen in order to restore the screen's functionality; It is difficult to remove dirt and stones because it is difficult to remove.

〔考案の目的、構成〕[Purpose of the invention, structure]

この考案は前述の問題を有利に解決できる河床
用土石流分離装置を提供することを目的とするも
のであつてこの考案の要旨とするところは、河床
に設置された支持構造物1に多数の支持桁2が架
設され、多数の逆台形断面のスクリーン材3が支
持桁長手方向に間隔をおいて架設固定されている
ことを特徴とする河床用土石流分離装置にある。
The purpose of this invention is to provide a debris flow separator for riverbeds that can advantageously solve the above-mentioned problems. This river bed debris flow separator is characterized in that a girder 2 is constructed and a large number of screen members 3 having an inverted trapezoid cross section are constructed and fixed at intervals in the longitudinal direction of the support girder.

〔実施例〕〔Example〕

次にこの考案を図示の例によつて詳細に説明す
る。
Next, this invention will be explained in detail using illustrated examples.

第1図ないし第4図はこの考案の一実施例を示
すものであつて、上流側から下流側に向かつて下
向きに傾斜する傾斜溝底版4の巾方向の両側に、
垂直溝側版10および上方に向かつて外側に偏位
するように傾斜溝側版11が順次一体に連設さ
れ、前記傾斜溝底版4は土石が自然に滑り移動す
る勾配に設定され、かつ前記傾斜溝底版4の巾方
向の中央部に垂直な中間支持版12が一体に連設
されて、コンクリート造の溝形支持構造物1が構
成され、さらに支持構造物1の下流側端部には、
前記傾斜溝底版4の下流側端部よりも低レベルに
位置する底版13と上部が下流側に倒れる方向に
傾斜している下流側の側版14とを備えているコ
ンクリート造の貯溜池5が一体に連設され、前記
支持構造物1における底版4および垂直溝側版1
0と貯溜池5とは河床地盤16に埋設されてい
る。
Figures 1 to 4 show an embodiment of this invention, in which on both sides in the width direction of the inclined groove bottom plate 4 which slopes downward from the upstream side to the downstream side,
A vertical groove side plate 10 and an inclined groove side plate 11 are successively installed in a continuous manner so as to move upwardly and outwardly, and the inclined groove bottom plate 4 is set at a slope such that soil and stones naturally slide; An intermediate support plate 12 perpendicular to the widthwise center of the inclined groove bottom plate 4 is integrally connected to constitute a concrete groove-shaped support structure 1, and furthermore, at the downstream end of the support structure 1, ,
A concrete-built reservoir 5 is provided with a bottom plate 13 located at a lower level than the downstream end of the inclined groove bottom plate 4 and a downstream side plate 14 whose upper part is inclined in a direction in which it falls down downstream. A bottom plate 4 and a vertical groove side plate 1 of the support structure 1 are integrally arranged in series.
0 and the reservoir 5 are buried in the river bed ground 16.

河巾方向に延長するI形鋼またはH形鋼からな
る多数の支持桁2は、土石流方向に間隔をおいて
配置されて、垂直溝側板10の上端の桁受面と中
間支持版12の上端の桁受面とにわたつて架設さ
れ、各支持桁2は垂直溝側板10および中間支持
版12に対しアンカーボルト(図示を省略した)
により固定され、かつ土石流方向に隣り合う各支
持桁2のウエブにわたつて土石流方向に延長する
複数の連結桁17が配置され、その連結桁17と
支持桁2とは溶接により結合されるか、または連
結金具およびボルト(図示を省略した)により結
合される。
A large number of support girders 2 made of I-beams or H-beams extending in the river width direction are arranged at intervals in the debris flow direction, and are connected to the girder receiving surface at the upper end of the vertical groove side plate 10 and the upper end of the intermediate support plate 12. Each support girder 2 is connected to the vertical groove side plate 10 and the intermediate support plate 12 by anchor bolts (not shown).
A plurality of connecting girders 17 are arranged which are fixed by and extend in the debris flow direction across the webs of the support girders 2 adjacent in the debris flow direction, and the connecting girders 17 and the support girders 2 are connected by welding, or Or they are connected by connecting fittings and bolts (not shown).

上端から下端に向かつて巾が漸次縮小している
逆台形断面の角鋼管からなる多数のスクリーン材
3は、土石流方向に延長するように配置されると
共に河巾方向に一定間隔で配置されて、支持桁2
の上面にわたつて架設され、かつスクリーン材3
は支持桁2に対し溶接等により固定され、前記各
スクリーン材3により河床スクリーンが構成され
ている。
A large number of screen members 3 made of square steel pipes with an inverted trapezoid cross section whose width gradually decreases from the upper end to the lower end are arranged so as to extend in the debris flow direction and are arranged at regular intervals in the river width direction, Support girder 2
The screen material 3 is constructed over the top surface of the
are fixed to the support girder 2 by welding or the like, and each of the screen materials 3 constitutes a river bed screen.

土石流が発生した場合、隣り合うスクリーン材
3の上端間隔よりも大きい粒径の石はスクリーン
の上に堆積し、隣り合うスクリーン材3の上端間
隔よりも小さい粒径の石と土砂と水とは、スクリ
ーンを通過して支持構造物1内に落下したのち、
傾斜溝底版4の上を流下して貯溜池5内に流入
し、水は貯溜池5から溢流して下流側に流動し、
スクリーンを通過した土石は貯溜池5に貯溜され
る。
When a debris flow occurs, stones with a particle size larger than the distance between the tops of adjacent screen materials 3 are deposited on the screen, and stones with a particle size smaller than the distance between the tops of adjacent screen materials 3, earth and sand, and water are deposited on the screen. , after passing through the screen and falling into the support structure 1,
The water flows down on the inclined groove bottom plate 4 and flows into the reservoir 5, and the water overflows from the reservoir 5 and flows downstream,
The soil and stones that have passed through the screen are stored in a reservoir 5.

土石流が停止したのち、スクリーン上の石が機
械力により排出され、かつ貯溜池5内の土石19
も機械力により排出される。
After the debris flow has stopped, the stones on the screen are removed by mechanical force and the debris 19 in the reservoir 5 is removed.
is also discharged by mechanical force.

前記従来の河床用土石流分離装置におけるスク
リーンの下部の底版18は土石が自然に滑り移動
しない程度の緩い勾配であるので、前記底版18
の下流側の土石を排出しても、底版18の上に堆
積している土石がそのまま残り、その底版18上
に堆積している土石を排出する場合、スクリーン
とスクリーン材8との間の空間が狭くて排出機械
を入れることができず、そのため人力により排出
しなければならず、非能率的であつたが、この考
案の前記実施例の場合は、土石流停止後に前記傾
斜溝底版4に堆積した土石を排出する際に、貯溜
池5内の土石を排出すると、傾斜溝底版4上の土
石が貯溜池5内に滑り落ちるので、傾斜溝底版4
の上に堆積している土石を上方が開放されている
貯溜池5内に自動的に導いて機械力により容易に
かつ高能率で排出することができる。
The bottom plate 18 at the bottom of the screen in the conventional river bed debris flow separator has a gentle slope that prevents debris from sliding naturally.
Even if the debris on the downstream side of the screen is discharged, the debris accumulated on the bottom slab 18 remains, and when the debris accumulated on the bottom slab 18 is discharged, the space between the screen and the screen material 8 However, in the case of the above-mentioned embodiment of this invention, the debris deposited in the inclined groove bottom plate 4 is removed after the debris flow has stopped. When discharging the soil and stones in the reservoir 5, the soil and stones on the inclined groove bottom plate 4 slide into the reservoir 5, so the inclined groove bottom plate 4
The soil and stones accumulated thereon can be automatically guided into the reservoir 5 whose upper part is open, and can be easily and efficiently discharged by mechanical force.

第5図はこの考案において使用できるスクリー
ン材の他の例を示すものであつて、帯状鋼板に曲
げ加工が施されて、逆台形下向き開口溝形断面の
スクリーン材3が構成されている。
FIG. 5 shows another example of a screen material that can be used in this invention, in which a strip steel plate is bent to form a screen material 3 having an inverted trapezoidal downward opening groove-shaped cross section.

この考案を実施する場合、スクリーン材3の断
面全体を逆台形にしないで、スクリーン材の上部
を逆台形断面とし、その逆台形断面の下部に平行
な垂直側面を有する等巾部分を連設した断面形状
のスクリーン材を使用してもよい。
When implementing this idea, the entire cross section of the screen material 3 is not made into an inverted trapezoid, but the upper part of the screen material is made into an inverted trapezoidal cross section, and a constant width part having parallel vertical sides is connected to the lower part of the inverted trapezoidal cross section. A cross-sectional screen material may also be used.

〔考案の効果〕[Effect of idea]

この考案によれば、河床に設置された支持構造
物1に多数の支持桁2が架設され、多数の逆台形
断面のスクリーン材3が支持桁長手方向に間隔を
おいて架設固定されているので、隣り合うスクリ
ーン材3の側面の間隔は、スクリーン材3の上端
から下端に向かつて漸次拡大し、そのため石がス
クリーン材3の間にはさまつて抜けなくなること
はないので、スクリーンが目詰まりを起こすこと
はなく、スクリーン本来の分離機能を持続させる
ことができ、さらに土石流停止後にスクリーンか
ら石を除去する場合は、単にスクリーン上の石を
排除するだけで、スクリーンから石を容易に除去
して、スクリーンの機能を回復させることができ
る等の効果が得られる。
According to this invention, a large number of support girders 2 are constructed on a support structure 1 installed on a river bed, and a large number of screen materials 3 having an inverted trapezoidal cross section are constructed and fixed at intervals in the longitudinal direction of the support girders. The distance between the side surfaces of adjacent screen materials 3 gradually increases from the upper end to the lower end of the screen materials 3, so that stones do not get caught between the screen materials 3 and cannot be removed, so that the screens do not become clogged. The original separating function of the screen can be maintained, and when stones need to be removed from the screen after the debris flow has stopped, the stones can be easily removed from the screen by simply removing the stones on the screen. , the function of the screen can be restored, and other effects can be obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図ないし第4図はこの考案の一実施例を示
すものであつて、第1図は河床用土石流分離装置
の縦断正面図、第2図はその一部を示す縦断正面
図、第3図は河床用土石流分離装置の平面図、第
4図はその縦断側面図である。第5図はこの考案
において使用できるスクリーン材の他の例を示す
縦断正面図である。第6図は従来の河床用土石流
分離装置を示す縦断正面図、第7図ないし第9図
は従来の河床用土石流分離装置におけるスクリー
ン材の例を示す縦断正面図である。 図において、1は支持構造物、2は支持桁、3
はスクリーン材、4は傾斜溝底版、5は貯溜池、
10は垂直溝側版、11は傾斜溝側板、12は中
間支持版である。
Figures 1 to 4 show one embodiment of this invention, in which Figure 1 is a longitudinal sectional front view of a debris flow separator for riverbeds, Figure 2 is a longitudinal sectional front view showing a part of it, and Figure 3 is a vertical sectional front view showing a part of it. The figure is a plan view of the river bed debris flow separator, and Figure 4 is a vertical side view thereof. FIG. 5 is a longitudinal sectional front view showing another example of the screen material that can be used in this invention. FIG. 6 is a longitudinal sectional front view showing a conventional river bed debris flow separator, and FIGS. 7 to 9 are longitudinal sectional front views showing examples of screen materials in the conventional river bed debris flow separator. In the figure, 1 is a support structure, 2 is a support girder, and 3 is a support structure.
is a screen material, 4 is a sloped groove bottom plate, 5 is a storage pond,
10 is a vertical groove side plate, 11 is an inclined groove side plate, and 12 is an intermediate support plate.

Claims (1)

【実用新案登録請求の範囲】 (1) 河床に設置された支持構造物1に多数の支持
桁2が架設され、多数の逆台形断面のスクリー
ン材3が支持桁長手方向に間隔をおいて架設固
定されていることを特徴とする河床用土石流分
離装置。 (2) 前記支持構造物1は下流側に向かつて低くな
る傾斜溝底版4を有する溝形断面を有し、前記
支持構造物1の下流側端部に貯溜池5が連設さ
れていることを特徴とする実用新案登録請求の
範囲第1項記載の河床用土石流分離装置。
[Claims for Utility Model Registration] (1) A large number of support girders 2 are erected on a support structure 1 installed on a river bed, and a large number of screen materials 3 having an inverted trapezoidal cross section are erected at intervals in the longitudinal direction of the support girders. A river bed debris flow separator characterized by being fixed. (2) The support structure 1 has a groove-shaped cross section with an inclined groove bottom plate 4 that becomes lower toward the downstream side, and a reservoir 5 is connected to the downstream end of the support structure 1. A river bed debris flow separator according to claim 1 of the utility model registration claim, characterized in that:
JP363787U 1987-01-16 1987-01-16 Expired JPH0455076Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP363787U JPH0455076Y2 (en) 1987-01-16 1987-01-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP363787U JPH0455076Y2 (en) 1987-01-16 1987-01-16

Publications (2)

Publication Number Publication Date
JPS63112529U JPS63112529U (en) 1988-07-20
JPH0455076Y2 true JPH0455076Y2 (en) 1992-12-24

Family

ID=30783580

Family Applications (1)

Application Number Title Priority Date Filing Date
JP363787U Expired JPH0455076Y2 (en) 1987-01-16 1987-01-16

Country Status (1)

Country Link
JP (1) JPH0455076Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011032838A (en) 2009-08-06 2011-02-17 Haruko Amiya Erosion control pond

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6289920B2 (en) * 2014-01-24 2018-03-07 日鐵住金建材株式会社 Sabo structure
JP7593226B2 (en) * 2021-05-17 2024-12-03 株式会社大林組 Water intake and sand discharge device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011032838A (en) 2009-08-06 2011-02-17 Haruko Amiya Erosion control pond

Also Published As

Publication number Publication date
JPS63112529U (en) 1988-07-20

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