JP4108894B2 - Steel frame with driftwood stopper - Google Patents

Steel frame with driftwood stopper Download PDF

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Publication number
JP4108894B2
JP4108894B2 JP2000005777A JP2000005777A JP4108894B2 JP 4108894 B2 JP4108894 B2 JP 4108894B2 JP 2000005777 A JP2000005777 A JP 2000005777A JP 2000005777 A JP2000005777 A JP 2000005777A JP 4108894 B2 JP4108894 B2 JP 4108894B2
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Japan
Prior art keywords
steel
driftwood
stopper
frame
water passage
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Expired - Lifetime
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JP2000005777A
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Japanese (ja)
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JP2001193038A (en
Inventor
俊彦 美野輪
精次 若松
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JFE Metal Products and Engineering Inc
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JFE Metal Products and Engineering Inc
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Priority to JP2000005777A priority Critical patent/JP4108894B2/en
Publication of JP2001193038A publication Critical patent/JP2001193038A/en
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Description

【0001】
【発明の属する技術分野】
この発明は、鋼製組枠、特に、水通し部に流木を捕捉するための流木止めが設けられた鋼製組枠に関するものである。
【0002】
【従来の技術】
不透過型鋼製砂防ダムの1つに鋼製組枠がある。図9に示すように、鋼製組枠は、玉石、割石等の中込材2を充填した鋼製枠1を縦横に連設したものから構成されている。
【0003】
このような鋼製組枠は、部材強度が大きいので、木材やコンクリートに比べて大型化しやすく、透水性に富み、しかも、組立、中詰め作業は、大型機械を要せず、人力中心で行なうことが可能であるといった利点を有している。
【0004】
上述したような利点を有する鋼製組枠は、地滑り地や地盤変動のある地域、湧水の多い個所、災害の応急工事、あるいは、大型施工機械が進入できない個所等の構築に適している。
【0005】
鋼製組枠の上部には、水通し部3が形成されていて、ここから洪水時の水が下流側に通るようになっている。
【0006】
しかしながら、上述した従来鋼製組枠は、次のような問題点を有していた。即ち、上述したように、従来鋼製組枠においては、洪水時の水は水通し部3から下流に流れるが、そのとき多量の流木も一緒に流れてしまい、多大な被害を与えていた。
【0007】
そこで、従来は、鋼製組枠の下流に副ダムを別に構築し、この副ダムで流木を捕捉していた。
【0008】
【発明が解決しようとする課題】
しかしながら、鋼製組枠とは別に副ダムを構築する必要があるので、その分、構築費用が増加すると共に、ダム工事全体の工期が延びるといった問題があった。しかも、場合によっては、構築条件上、どうしても副ダムを構築できないことがあった。
【0009】
従って、この発明の目的は、鋼製組枠と一体的に流木止めを設けることによって、従来のように副ダムを構築する必要がなく、従って、上述した副ダムを構築することによってもたらされる種々の問題を全て解決することができる鋼製組枠を提供することにある。
【0010】
【課題を解決するための手段】
請求項1記載の発明は、玉石、割石等の中込材を充填した鋼製枠を縦横に連設することによって構成され、上部に水通し部が形成された鋼製組枠において、前記水通し部に流木止めを設け、前記流木止めは、前記水通し部の底部を構成する前記鋼製枠の縦方向の骨組みを上方に延長することによって、前記鋼製枠と一体的に構成されることに特徴を有するものである。
【0011】
請求項2記載の発明は、請求項1記載の発明において、延長した前記縦方向の骨組みは、補強材によって補強されていることに特徴を有するものである。
【0012】
請求項3記載の発明は、請求項1または2に記載の発明において、前記流木止めの上流側には、緩衝材が取り付けられていることに特徴を有するものである。
【0013】
請求項4記載の発明は、請求項1から3の何れか1つに記載の発明において、前記流木止め高さは、前記水通し部の高さより低いことに特徴を有するものである。
【0017】
【発明の実施の形態】
次に、この発明の鋼製組枠の一実施態様を、図面を参照しながら説明する。
【0018】
図1は、この発明の鋼製組枠の一実施態様を示す概略斜視図、図2は、図1のA方向視図、図3は、この発明の鋼製組枠の更に別の実施態様を示す概略斜視図、図4は、この発明の鋼製組枠の別の実施態様を示す部分側面図、図5は、この発明の鋼製組枠の更に別の実施態様を示す部分側面図、図6は、この発明の鋼製組枠の更に別の実施態様を示す概略斜視図である。
【0019】
図1から図6に示すように、この発明の鋼製組枠は、玉石、割石等の中込材1を充填した鋼製枠2を縦横に連設することによって構成され、上部に水通し部3が形成された鋼製組枠において、水通し部3に流木止め4を設けたものである。
【0020】
図1および図2に示すように、流木止め4は、水通し部3の底部を構成する鋼製枠2Aの下流側および上流側の縦方向の骨組み5A、5Bを上方に延長し、延長した下流側および上流側の縦方向の骨組み5A、5Bに、水平梁材6および筋交い7からなる補強材8を固定したものからなっている。なお、骨組み5A、5Bに十分な強度がある場合には、補強材8は設けなくても良く、逆に、水平梁材6および筋交い7では強度が不足する場合には、更に、別の補強材を設けることも可能である。
【0021】
なお、流木止め4の高さは、水通し部3の高さより低くする(図1中lで示す)。これは、以下の理由による。
【0022】
流木止め4の高さが水通し部3の高さと同じであると、流木によって水通し部3が閉塞された場合、ダムを乗り越えて流れる流水の通り道が一定しない。このように流水の通り道が一定しないと、流水の落下エネルギーによって生じる洗掘個所が定まらず、副ダムの構築等の流水による洗掘対策を講じる必要がある。しかし、流木止め4の高さを水通し部3の高さより低くしておけば、流木によって水通し部3が完全に閉塞されることがなくなり、流水は、水通し部3の上部から流れる。このように流水の通り道が一定するので、流水落下部分を補強する等、洗掘対策が簡単で済む。
【0023】
図3に示すように、上流側の骨組み5Bに水通し部3を横断する水平材10を取り付けても良い。この場合、水平材10によって流木止め4が補強されるので、補強材8を軽微にできる。
【0024】
図4に示すように、流木止め4の上流側の骨組み5Bの上流側に鋼管等からなる緩衝材9を取り付ければ、流木止め効果以外に、流木止め4に流木が衝突することによる流木止め4の損傷を軽減することができる。
【0025】
図5に示すように、流木止め4は、水通し部3の底部を構成する鋼製枠2Aの下流側および上流側の縦方向の骨組み5A、5Bを上方に若干延長し、延長した下流側および上流側の縦方向の骨組み5A、5Bに鋼管等のコ字形状流木止め部材11を着脱自在に嵌め込むことによって構成しても良い。流木止め部材11内にコンクリートを充填すれば、流木止め4の補強を更に図ることができる。なお、流木止め部材11を着脱自在に骨組み5A、5Bに取り付けることによって、損傷した流木止め部材11の交換が容易に行なえる。
【0026】
図示しないが、縦方向の骨組み5Aおよび5Bのうちの少なくとも1つを上方に延長し、延長した骨組みに鋼管等からなる流木止め部材を着脱自在に嵌め込んでも良い。
【0027】
図6および図7に示すように、流木止め4は、水通し部3の上流側を横断する水平ロープ12とこの水平ロープ12の中央部と鋼製枠2Aとの間に張られた垂直ロープ13とによって構成しても良い。
【0028】
図8に示すように、水平ロープ12に代えて水平丸鋼14を用いても良く、垂直ロープ13に代えて垂直丸鋼15を用いても良い。また、チェーンを用いても良い。
【0029】
上述した何れの流木止め4によっても、洪水時の流木を確実に捕捉することができる。従って、従来のように、流木止めを目的とした副ダムを別に構築する必要がない。
【0030】
【発明の効果】
以上説明したように、この発明によれば、玉石、割石等の中込材を充填した鋼製枠を縦横に連設することによって構成され、上部に水通し部が形成された鋼製組枠において、前記水通し部に流木止めを設けることによって、従来のように流木止めを目的とした副ダムを構築する必要がなく、従って、副ダムを構築することによるダム工事の工期延長の問題が生じず、しかも、副ダムを構築することができない場所においても鋼製組枠を構築することができるといった有用な効果がもたらされる。
【図面の簡単な説明】
【図1】この発明の鋼製組枠の一実施態様を示す概略斜視図である。
【図2】図1のA方向視図である。
【図3】この発明の鋼製組枠の更に別の実施態様を示す概略斜視図である。
【図4】この発明の鋼製組枠の別の実施態様を示す部分側面図である。
【図5】この発明の鋼製組枠の更に別の実施態様を示す部分側面図である。
【図6】この発明の鋼製組枠の更に別の実施態様を示す概略斜視図である。
【図7】水平ロープと垂直ロープとの交差部分を示す斜視図である。
【図8】水平丸鋼と垂直丸鋼との交差部分を示す斜視図である。
【図9】従来鋼製組枠を示す概略斜視図である。
【符号の説明】
1:鋼製枠
2:中込め材
3:水通し部
4:流木止め
5:縦方向の骨組
5:上部スリーブ管
5A:下流側骨組
5B:上流側骨組
6:水平梁
7:筋交い
8:補強材
9:緩衝材
10:水平材
11:流木止め部材
12:水平ロープ
13:垂直ロープ
14:水平丸鋼材
15:垂直丸鋼材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a steel framework, and more particularly to a steel framework provided with a driftwood stopper for catching driftwood in a water passage portion.
[0002]
[Prior art]
One of the impervious steel sabo dams is a steel framework. As shown in FIG. 9, the steel frame is composed of a steel frame 1 that is continuously provided in the vertical and horizontal directions and filled with an interstitial material 2 such as cobblestone and crushed stone.
[0003]
Such a steel frame has a high member strength, so it is easy to increase in size compared to wood and concrete, has a high water permeability, and does not require a large machine for assembly and filling operations, and is performed mainly by human power. Has the advantage that it is possible.
[0004]
The steel frame having the advantages as described above is suitable for construction of a landslide area, an area with ground fluctuation, a place with a lot of spring water, a disaster emergency work, or a place where a large construction machine cannot enter.
[0005]
A water passage portion 3 is formed in the upper part of the steel frame, from which water during flooding flows downstream.
[0006]
However, the above-described conventional steel framework has the following problems. That is, as described above, in the conventional steel framework, the water at the time of flooding flows downstream from the water passage portion 3, but at that time, a large amount of driftwood also flows together, causing great damage.
[0007]
Therefore, conventionally, a separate dam was constructed downstream of the steel frame, and driftwood was captured by this dam.
[0008]
[Problems to be solved by the invention]
However, since it is necessary to construct a secondary dam separately from the steel framework, there is a problem that the construction cost increases and the construction period of the entire dam construction is extended accordingly. In addition, depending on the circumstances, there were cases where the sub dam could not be constructed due to the construction conditions.
[0009]
Therefore, the object of the present invention is to provide a driftwood stopper integrally with the steel frame so that it is not necessary to construct a secondary dam as in the prior art. An object of the present invention is to provide a steel framework that can solve all the above problems.
[0010]
[Means for Solving the Problems]
The invention according to claim 1 is a steel framework in which a steel frame filled with an interstitial material such as cobblestone, crushed stone or the like is provided continuously in a vertical and horizontal direction, and a water permeable portion is formed in an upper portion thereof. A driftwood stopper is provided on the part, and the driftwood stopper is configured integrally with the steel frame by extending upward in the longitudinal direction of the steel frame constituting the bottom of the water passage part. It has the characteristics.
[0011]
The invention according to claim 2 is characterized in that, in the invention according to claim 1, the extended longitudinal frame is reinforced by a reinforcing material .
[0012]
The invention described in claim 3 is characterized in that, in the invention described in claim 1 or 2, a cushioning material is attached upstream of the driftwood stopper .
[0013]
The invention described in claim 4 is characterized in that, in the invention described in any one of claims 1 to 3, the height of the driftwood stopper is lower than the height of the water passage portion .
[0017]
DETAILED DESCRIPTION OF THE INVENTION
Next, one embodiment of the steel framework of the present invention will be described with reference to the drawings.
[0018]
FIG. 1 is a schematic perspective view showing one embodiment of the steel framework of the present invention, FIG. 2 is a view in the A direction of FIG. 1, and FIG. 3 is still another embodiment of the steel framework of the present invention. FIG. 4 is a partial side view showing another embodiment of the steel framework of the present invention, and FIG. 5 is a partial side view showing still another embodiment of the steel framework of the present invention. FIG. 6 is a schematic perspective view showing still another embodiment of the steel framework of the present invention.
[0019]
As shown in FIGS. 1 to 6, the steel frame of the present invention is configured by connecting a steel frame 2 filled with an interstitial material 1 such as cobblestone and crushed stone vertically and horizontally, with a water passing portion at the top. In the steel framework in which 3 is formed, a driftwood stopper 4 is provided in the water passage portion 3.
[0020]
As shown in FIG. 1 and FIG. 2, the driftwood stopper 4 extends the longitudinal frames 5 </ b> A and 5 </ b> B on the downstream side and the upstream side of the steel frame 2 </ b> A constituting the bottom portion of the water passage portion 3. The reinforcing members 8 composed of the horizontal beam members 6 and the braces 7 are fixed to the longitudinal frames 5A and 5B on the downstream side and the upstream side. If the frames 5A and 5B have sufficient strength, the reinforcing material 8 may not be provided. Conversely, if the strength of the horizontal beam 6 and the brace 7 is insufficient, another reinforcing material is provided. It is also possible to provide a material.
[0021]
In addition, the height of the driftwood stopper 4 is made lower than the height of the water passage portion 3 (indicated by 1 in FIG. 1). This is due to the following reason.
[0022]
If the height of the driftwood stopper 4 is the same as the height of the water passage portion 3, when the water passage portion 3 is blocked by the driftwood, the path of the running water flowing over the dam is not constant. If the path of running water is not constant in this way, the scouring location caused by the falling energy of running water will not be determined, and it will be necessary to take measures against scouring by running water, such as construction of a secondary dam. However, if the height of the driftwood stopper 4 is set lower than the height of the water passage portion 3, the water passage portion 3 is not completely blocked by the driftwood, and the flowing water flows from the upper portion of the water passage portion 3. Since the path of running water is constant in this way, scouring measures such as reinforcing the running water falling part can be simplified.
[0023]
As shown in FIG. 3, a horizontal member 10 that crosses the water passage portion 3 may be attached to the upstream frame 5 </ b> B. In this case, since the driftwood stopper 4 is reinforced by the horizontal member 10, the reinforcing member 8 can be made light.
[0024]
As shown in FIG. 4, if a buffer material 9 made of a steel pipe or the like is attached to the upstream side of the framework 5 </ b> B on the upstream side of the driftwood stopper 4, in addition to the driftwood stopper effect, the driftwood stopper 4 due to the driftwood colliding with the driftwood stopper 4. Damage can be reduced.
[0025]
As shown in FIG. 5, the driftwood stopper 4 is formed by slightly extending the longitudinal frameworks 5 </ b> A and 5 </ b> B on the downstream side and the upstream side of the steel frame 2 </ b> A constituting the bottom of the water passage portion 3, and extending the downstream side Alternatively, a U-shaped driftwood stopper member 11 such as a steel pipe may be detachably fitted into the upstream vertical frames 5A and 5B. If the driftwood stopper member 11 is filled with concrete, the driftwood stopper 4 can be further reinforced. It should be noted that the damaged driftwood stopper member 11 can be easily replaced by attaching the driftwood stopper member 11 to the frames 5A and 5B in a detachable manner.
[0026]
Although not shown, at least one of the vertical frames 5A and 5B may be extended upward, and a driftwood stopper member made of a steel pipe or the like may be detachably fitted into the extended frame.
[0027]
As shown in FIGS. 6 and 7, the driftwood stopper 4 includes a horizontal rope 12 crossing the upstream side of the water passage portion 3, and a vertical rope stretched between the central portion of the horizontal rope 12 and the steel frame 2A. 13 may be used.
[0028]
As shown in FIG. 8, a horizontal round steel 14 may be used instead of the horizontal rope 12, and a vertical round steel 15 may be used instead of the vertical rope 13. A chain may be used.
[0029]
Any of the driftwood stoppers 4 described above can reliably capture driftwood during a flood. Therefore, unlike the prior art, there is no need to construct a separate dam for the purpose of stopping driftwood.
[0030]
【The invention's effect】
As described above, according to the present invention, in a steel framework in which a steel frame filled with an interstitial material such as cobblestone, crushed stone and the like is provided continuously in a vertical and horizontal direction, and a water passage portion is formed in the upper part. By providing a driftwood stopper in the water passage part, there is no need to construct a secondary dam for the purpose of driftwood prevention as in the prior art, and therefore, there is a problem of extension of the construction period of the dam due to the construction of the secondary dam. In addition, the steel frame can be constructed even in a place where the secondary dam cannot be constructed.
[Brief description of the drawings]
FIG. 1 is a schematic perspective view showing an embodiment of a steel framework of the present invention.
FIG. 2 is a view in the A direction of FIG.
FIG. 3 is a schematic perspective view showing still another embodiment of the steel framework of the present invention.
FIG. 4 is a partial side view showing another embodiment of the steel framework of the present invention.
FIG. 5 is a partial side view showing still another embodiment of the steel framework of the present invention.
FIG. 6 is a schematic perspective view showing still another embodiment of the steel framework of the present invention.
FIG. 7 is a perspective view showing an intersection of a horizontal rope and a vertical rope.
FIG. 8 is a perspective view showing an intersecting portion between a horizontal round steel bar and a vertical round steel bar.
FIG. 9 is a schematic perspective view showing a conventional steel frame.
[Explanation of symbols]
1: Steel frame 2: Filling material 3: Water drainage part 4: Driftwood stopper 5: Vertical frame 5: Upper sleeve tube 5A: Downstream frame 5B: Upstream frame 6: Horizontal beam 7: Brace 8: Reinforcement Material 9: Buffer material 10: Horizontal material 11: Driftwood stopper member 12: Horizontal rope 13: Vertical rope 14: Horizontal round steel material 15: Vertical round steel material

Claims (4)

玉石、割石等の中込材を充填した鋼製枠を縦横に連設することによって構成され、上部に水通し部が形成された鋼製組枠において、
前記水通し部に流木止めを設け、前記流木止めは、前記水通し部の底部を構成する前記鋼製枠の縦方向の骨組みを上方に延長することによって、前記鋼製枠と一体的に構成されることを特徴とする流木止め付き鋼製組枠。
In steel frameworks that are constructed by connecting steel frames filled with intercalation materials such as cobblestones, crushed stones, etc., vertically and horizontally, with water passages formed at the top,
A driftwood stopper is provided in the water passage portion, and the driftwood stopper is configured integrally with the steel frame by extending upward in a vertical frame of the steel frame constituting the bottom portion of the water passage portion. driftwood stop with steel assembly frame, characterized in that it is.
延長した前記縦方向の骨組みは、補強材によって補強されていることを特徴とする、請求項1記載の鋼製組枠。The steel framework according to claim 1, wherein the extended longitudinal frame is reinforced by a reinforcing material . 前記流木止めの上流側には、緩衝材が取り付けられていることを特徴とする、請求項1または2に記載の鋼製組枠。The steel framework according to claim 1 or 2, wherein a cushioning material is attached upstream of the driftwood stopper . 前記流木止め高さは、前記水通し部の高さより低いことを特徴とする、請求項1から3のうちの何れか1つに記載の鋼製組枠。The steel frame according to any one of claims 1 to 3, wherein the driftwood stopper height is lower than a height of the water passage portion .
JP2000005777A 2000-01-06 2000-01-06 Steel frame with driftwood stopper Expired - Lifetime JP4108894B2 (en)

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Publications (2)

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JP2001193038A JP2001193038A (en) 2001-07-17
JP4108894B2 true JP4108894B2 (en) 2008-06-25

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KR101350945B1 (en) * 2011-11-30 2014-01-15 충북대학교 산학협력단 micro gabion debris barrier

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KR101097055B1 (en) 2011-06-22 2011-12-22 (주)일산금속 Debris barrier and plastering between rafters constructed by the cast iron panel and method of debris barrier
KR101131814B1 (en) 2011-08-23 2012-03-30 정문순 Rhombic dam using light weight steel and rock
JP7466858B2 (en) 2020-03-31 2024-04-15 一般財団法人砂防・地すべり技術センター Erosion control dam

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KR101350945B1 (en) * 2011-11-30 2014-01-15 충북대학교 산학협력단 micro gabion debris barrier

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