JPH1129920A - Driftwood prevention fence - Google Patents
Driftwood prevention fenceInfo
- Publication number
- JPH1129920A JPH1129920A JP20255397A JP20255397A JPH1129920A JP H1129920 A JPH1129920 A JP H1129920A JP 20255397 A JP20255397 A JP 20255397A JP 20255397 A JP20255397 A JP 20255397A JP H1129920 A JPH1129920 A JP H1129920A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- driftwood
- prevention fence
- pile body
- pile
- 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.)
- Pending
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は,流木の流下を止
めるために河床等に設置する流木防止柵に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a driftwood prevention fence installed on a riverbed or the like in order to stop drifting of driftwood.
【0002】[0002]
【従来の技術】流木防止柵は,渓谷の河床等に設置し
て,流木がさらに下流に流れて被害を発生させることを
防ぐためのものであり,水の流れは妨げずに流木を留め
る。従来,例えば鋼製の流木防止柵としては,図9に示
すように鋼管をA形に組み立てた柵構成片1の下部を,
図8にも示すように,流れを横断して打設されるコンク
リート基礎2に間隔をあけて直接埋め込んだ分離型構
造,あるいは,図示は省略するが,鋼管を格子状に組み
立てた格子状柵体の下部をコンクリート基礎に直接埋め
込んだ一体型構造などが採用されている。柵構成片や柵
体の構造は前記以外にも種々あるが,従来の流木防止柵
はいずれも柵構成片や柵体の下部をコンクリート基礎に
直接埋め込んだ構造である。2. Description of the Related Art Driftwood prevention fences are installed on riverbeds in valleys to prevent driftwood from flowing further downstream and causing damage, and keep the driftwood without blocking the flow of water. Conventionally, for example, as a steel driftwood prevention fence, as shown in FIG.
As shown in FIG. 8, a separated type structure in which the concrete pipe 2 is laid directly across the flow and is directly embedded at an interval, or, although not shown, a grid fence in which steel pipes are assembled in a grid. An integrated structure in which the lower part of the body is directly embedded in a concrete foundation is used. There are various other structures for the fence components and the fence body, but all of the conventional driftwood prevention fences have a structure in which the lower part of the fence components and the fence body are directly embedded in a concrete foundation.
【0003】[0003]
【発明が解決しようとする課題】流木防止柵には必ずし
も流木だけが流れてくるとは限らず,土石流等が押し寄
せてくることもあり,その時には柵構成片1や柵体が破
損する場合がある。破損すると,柵構成片1あるいは柵
体を取り替える必要があるが,下部を直接コンクリート
基礎に埋め込んだ柵構成片1あるいは柵体を取り替える
ことは容易でなく,また費用も高くかかる。本発明は,
上記事情に鑑みてなされたもので,土石流等によって破
損しても取り替えを容易にかつ安価に行うことができる
流木防止柵を提供することを目的とする。However, not only driftwood does not always flow to the driftwood prevention fence, but also debris flows may come in. At that time, the fence component 1 and the fence body may be damaged. is there. If it is damaged, it is necessary to replace the fence component 1 or the fence, but it is not easy to replace the fence component 1 or the fence with the lower part embedded directly in the concrete foundation, and the cost is high. The present invention
An object of the present invention is to provide a driftwood prevention fence that can be easily and inexpensively replaced even if it is damaged by debris flow or the like.
【0004】[0004]
【課題を解決するための手段】上記課題を解決する請求
項1の流木防止柵の発明は,流木防止柵基礎に河川の幅
方向に間隔をあけて設けた複数の筒状穴にそれぞれ杭体
の下部を着脱可能に挿入したことを特徴とする。According to a first aspect of the present invention, there is provided a driftwood prevention fence, comprising: a plurality of cylindrical holes provided on a foundation of a driftwood prevention fence at intervals in a width direction of a river; Characterized in that the lower part of the is inserted detachably.
【0005】請求項2は,請求項1の流木防止柵におい
て,筒状穴および杭体を垂直に設けたことを特徴とす
る。A second aspect of the present invention is the driftwood prevention fence according to the first aspect, wherein the cylindrical hole and the pile body are provided vertically.
【0006】請求項3は,請求項1の流木防止柵におい
て,筒状穴および杭体を河川の流れ方向に対して川上方
向に傾斜して設けたことを特徴とする。According to a third aspect of the present invention, in the driftwood prevention fence of the first aspect, the cylindrical hole and the pile body are provided so as to be inclined in the upstream direction with respect to the flow direction of the river.
【0007】請求項4の流木防止柵の発明は,流木防止
柵基礎に間隔をあけて設けた筒状穴にそれぞれ杭体の下
部を着脱可能に挿入するとともに,前記筒状穴の内面と
杭体の外面との間の隙間に楔部材を打ち込んで前記杭体
を筒状穴に固定したことを特徴とする。According to a fourth aspect of the present invention, there is provided a driftwood prevention fence, wherein a lower portion of a pile body is detachably inserted into a cylindrical hole provided at an interval in a driftwood prevention fence foundation, and an inner surface of the cylindrical hole and a pile are connected to each other. The pile body is fixed to a cylindrical hole by driving a wedge member into a gap between the body and the outer surface of the body.
【0008】請求項5の流木防止柵の発明は,流木防止
柵基礎に間隔をあけて設けた筒状穴にそれぞれ杭体の下
部を着脱可能に挿入するとともに,前記筒状穴の内面お
よび杭体の外面にそれぞれ形成した互いに斜面で接触す
る楔部間の楔作用により,前記杭体を筒状穴に固定した
ことを特徴とする。According to a fifth aspect of the present invention, there is provided a driftwood preventing fence, wherein a lower portion of a pile body is detachably inserted into a cylindrical hole provided at an interval on a driftwood preventing fence foundation, and an inner surface of the cylindrical hole and a pile are provided. The pile body is fixed to the cylindrical hole by a wedge action between wedge portions formed on the outer surface of the body and contacting each other at an inclined surface.
【0009】請求項6は,請求項1〜5の流木防止柵に
おいて,筒状穴を流木防止柵基礎に鋼管を埋め込んで形
成するとともに,前記杭体として前記鋼管の内径より小
径の鋼管を用いたことを特徴とする。According to a sixth aspect of the present invention, there is provided the driftwood prevention fence according to any one of the first to fifth aspects, wherein the tubular hole is formed by embedding a steel pipe in the driftwood prevention fence foundation, and a steel pipe having a diameter smaller than the inner diameter of the steel pipe is used as the pile body. It is characterized by having been.
【0010】請求項7は,請求項6の流木防止柵におい
て,筒状穴を形成する鋼管および杭体用の鋼管としてい
ずれも角鋼管を用いるとともに,筒状穴の角鋼管の内面
に面の広いプレート状楔部を形成し,前記杭体である角
鋼管の外面にテーパリブ状楔部を形成したことを特徴と
する。According to a seventh aspect of the present invention, in the driftwood prevention fence according to the sixth aspect, the steel pipe forming the cylindrical hole and the steel pipe for the pile body each use a square steel pipe, and the inner surface of the square steel pipe in the cylindrical hole has a surface. A wide plate-shaped wedge portion is formed, and a tapered rib-shaped wedge portion is formed on an outer surface of the square steel pipe as the pile body.
【0011】請求項8は,請求項1〜7の流木防止柵に
おいて,杭体の上端に吊り上げ用のフック掛け部を取り
付けたことを特徴とする。According to an eighth aspect of the present invention, in the driftwood prevention fence of the first to seventh aspects, a hook hook for lifting is attached to an upper end of the pile body.
【0012】[0012]
【発明の実施の形態】以下,本発明の実施の形態を図1
〜図7に示した実施例を参照して説明する。図1は本発
明の一実施例の流木防止柵10の正面図,図2は図1に
おける1つの柵構成片11の拡大図,図3(イ)は図2
の右側面図,図3(ロ)は(イ)の平面図,図4は図3
(イ)における要部の部分切り欠き拡大図である。これ
らの図に示すように,この流木防止柵10は,流れを横
断するように打設されるコンクリート基礎(流木防止柵
基礎)12に,ベースプレート13aを溶接固定した複
数の角鋼管13を間隔をあけてかつその上端部が若干露
出するようにして埋め込んで筒状穴を形成し,これらの
埋め込んだ角鋼管(埋め込み角鋼管)13に杭体として
これより小径の角鋼管(杭体用角鋼管という)15を挿
入し,前記埋め込み角鋼管13の内面に固定した楔部1
6と杭体用角鋼管15の外面に形成した楔部17との間
の楔作用により,杭体用角鋼管15を埋め込み角鋼管1
3に固定している。さらに,この実施例では埋め込み角
鋼管13のコンクリート基礎12から突出した部分でピ
ン18を埋め込み角鋼管13および杭体用角鋼管15に
貫通させて,杭体用角鋼管15の抜け止めを図ってい
る。また,杭体用角鋼管15の上端には,施工時にこの
杭体用角鋼管15を吊り上げるためのフック掛け部15
aを溶接固定している。FIG. 1 is a block diagram showing an embodiment of the present invention.
This will be described with reference to the embodiment shown in FIG. FIG. 1 is a front view of a driftwood prevention fence 10 according to one embodiment of the present invention, FIG. 2 is an enlarged view of one fence component piece 11 in FIG. 1, and FIG.
FIG. 3B is a plan view of FIG. 3A, and FIG.
It is a partial notch enlarged view of the principal part in (a). As shown in these figures, this driftwood prevention fence 10 has a plurality of square steel pipes 13 with a base plate 13a welded and fixed to a concrete foundation (driftwood prevention fence foundation) 12 which is cast to cross the flow. The hollow steel pipe (embedded square steel pipe) 13 is pierced so as to be slightly exposed at its upper end to form a cylindrical hole. 15), and the wedge portion 1 fixed to the inner surface of the embedded square steel pipe 13
The square steel pipe 15 for the pile body is embedded by the wedge action between the steel pipe 6 and the wedge part 17 formed on the outer surface of the square steel pipe 15 for the pile body.
It is fixed to 3. Further, in this embodiment, a pin 18 is penetrated through the embedded square steel pipe 13 and the pile steel pipe 15 for the pile at the portion of the embedded square steel pipe 13 protruding from the concrete foundation 12 to prevent the square steel pipe 15 for the pile from coming off. I have. A hook hook 15 for lifting the square steel pipe 15 for piles at the time of construction is provided at the upper end of the square steel pipe 15 for piles.
a is fixed by welding.
【0013】前記楔部16,17の詳細を説明すると,
図4におけるA−A断面である図5,および図4の要部
を幅は拡大し高さは短縮して図示した図6に示すよう
に,埋め込み角鋼管13の内面の楔部16は,埋め込み
角鋼管13の一辺の幅に近い幅を持つ楔プレート16a
を3箇所のテーパリブ16bを介して溶接固定した構造
であり,杭体用角鋼管15の外面の楔部17は,2箇所
にテーパリブを溶接固定して形成したものである。前記
楔部16,17を設ける面は,角鋼管13,15の上流
側あるいは下流側あるいは流れと直角な方向のいずれで
もよい。また,楔部16,17を角鋼管13,15の1
つの面のみでなく,直交する2つの面等の複数の面に設
けてもよい。なお,角鋼管13,15に設ける楔部1
6,17は,実施例の構造に限らず,互いの斜面で接触
して楔作用を果たす形状を持てばよい。The details of the wedge portions 16 and 17 will be described.
As shown in FIG. 6, which is a sectional view taken along the line AA in FIG. 4 and in which the main portions of FIGS. 5 and 4 are enlarged in width and shortened in height, the wedge portion 16 on the inner surface of the embedded square steel pipe 13 is Wedge plate 16a having a width close to the width of one side of embedded square steel pipe 13
Are welded and fixed via three tapered ribs 16b, and the wedge portion 17 on the outer surface of the square steel pipe 15 for piles is formed by welding and fixing taper ribs at two locations. The surface on which the wedge portions 16 and 17 are provided may be in any of the upstream and downstream sides of the square steel pipes 13 and 15 or a direction perpendicular to the flow. Also, the wedge portions 16 and 17 are connected to the square steel pipes 13 and 15
Not only one surface but also a plurality of surfaces such as two orthogonal surfaces may be provided. In addition, the wedge part 1 provided in the square steel pipes 13 and 15
Each of the members 6, 17 is not limited to the structure of the embodiment, and may have a shape in which they are in contact with each other on a slope and perform a wedge action.
【0014】上記の流木防止柵10を構築する場合,ベ
ースプレート13aおよび内面の楔部16を溶接固定し
た埋め込み角鋼管13をコンクリート基礎12に間隔を
あけて埋め込む。コンクリート硬化後,杭体用角鋼管1
5の上端のフック掛け部15aに作業機の吊り上げ用の
フックを掛けて,杭体用角鋼管15を吊り上げ,向きを
正しく合わせて埋め込み角鋼管13内に挿入すると,杭
体用角鋼管15側の楔部16と埋め込み角鋼管13の内
面の楔部17との間の楔作用により,杭体用角鋼管15
が埋め込み角鋼管13内にガタつかないように固定され
る。次いで,ピン18を角鋼管13,15に貫通させる
と,杭体用角鋼管15の抜け止めが図られて,この柵構
成片11についての設置が完了する。他の埋め込み角鋼
管13についても,同様にして杭体用角鋼管13を挿入
すると,流木防止柵10の施工が完了する。When constructing the driftwood preventing fence 10 described above, the embedded square steel pipe 13 to which the base plate 13a and the wedge portion 16 on the inner surface are welded and fixed is embedded in the concrete foundation 12 at intervals. After hardening concrete, square steel pipe for pile 1
When the hook for lifting the work machine is hooked on the hook hooking portion 15a at the upper end of 5 and the square steel pipe 15 for the pile body is lifted up and inserted into the embedded square steel pipe 13 in the correct orientation, the square steel pipe 15 for the pile body The wedge action between the wedge part 16 of the pile and the wedge part 17 on the inner surface of the embedded square steel pipe 13 causes the square steel pipe 15
Is fixed in the embedded square steel pipe 13 so as not to rattle. Next, when the pin 18 is penetrated through the square steel pipes 13 and 15, the square steel pipe 15 for pile body is prevented from coming off, and the installation of the fence constituent piece 11 is completed. When the square steel pipe 13 for piles is similarly inserted into the other embedded square steel pipes 13, the construction of the driftwood preventing fence 10 is completed.
【0015】上記のように間隔をあけて杭体用角鋼管1
5が並ぶこの流木防止柵10では,その間隔が種々の実
験等により適切に定めた距離に設定されているので,流
れてくる流木をほぼ確実に捕捉することができ,流木が
下流に流れて被害を発生させることを防止できる。As described above, the square steel pipe 1 for a pile
In the driftwood prevention fence 10 in which the 5 are lined, the interval is set to a distance appropriately determined by various experiments and the like, so that the driftwood that flows can be almost certainly captured, and the driftwood flows downstream. Damage can be prevented from occurring.
【0016】この流木防止柵10に土石流が押し寄せる
等して,杭体用角鋼管15が破損した場合,ピン18を
抜き,杭体用角鋼管15を埋め込み角鋼管13から引き
抜き,新しい杭体用角鋼管15を埋め込み角鋼管13内
に挿入する。この場合,コンクリート基礎12に埋め込
んでいる埋め込み角鋼管13が破損することはほとんど
ないので,取り替え可能な杭体用角鋼管15のみの交換
だけで済み,取り替え作業が簡単であるとともに,費用
が安く済む。When the debris flow rushes against the driftwood prevention fence 10 and the like, the pile steel pipe 15 for the pile body is broken, the pin 18 is pulled out, the square steel pipe 15 for the pile body is pulled out from the embedded square steel pipe 13, and the pile steel pipe 15 is removed. The square steel pipe 15 is inserted into the embedded square steel pipe 13. In this case, since the embedded square steel pipe 13 embedded in the concrete foundation 12 is hardly damaged, it is sufficient to replace only the replaceable square steel pipe 15 for piles, and the replacement work is simple and the cost is low. I'm done.
【0017】なお,このような着脱式の杭状の柵構成片
では,従来のA型の柵構成片1や格子状の柵体等と比べ
て,強度が弱いことが考えられるが,杭体用角鋼管15
を破損させる程の土石流が発生することは少ないので,
その時には取り替えればよいという考え方を採用したも
のであり,流木防止柵としての働きに支障は全くなく,
そして,流木防止柵の構築費用,および破損した時の修
復を含めた維持費用の全体としてコストが安く済むもの
である。The detachable pile-shaped fences may have a lower strength than the conventional A-shaped fences 1 or lattice-shaped fences. Square steel pipe 15
Debris flow is rare enough to damage
At that time, the idea of replacement was adopted, and there was no hindrance to the work as a driftwood prevention fence.
In addition, the overall cost of construction of the driftwood prevention fence and maintenance costs, including repairs in case of damage, can be reduced.
【0018】上述の実施例では,埋め込み角鋼管13お
よび杭体用角鋼管15のそれぞれに楔部16,17を固
定したが,埋め込み角鋼管13および杭体用角鋼管15
に楔部を設けずに,別個の楔部材を用意し,この楔部材
を埋め込み角鋼管13と杭体用角鋼管15との間の隙間
に打ち込んで,杭体用角鋼管15を埋め込み角鋼管13
に固定することも可能である。In the above-described embodiment, the wedge portions 16 and 17 are fixed to the embedded square steel pipe 13 and the pile steel pipe 15, respectively.
A separate wedge member is prepared without providing a wedge portion at the bottom, and this wedge member is driven into the gap between the embedded square steel pipe 13 and the square steel pipe 15 for the pile body, and the square steel pipe 15 for the pile body is embedded into the embedded square steel pipe. 13
It is also possible to fix to.
【0019】また,上述の実施例では,杭体を楔作用に
よって筒状穴内に固定するものとしたが,固定手段は楔
作用を利用したものに限定されない。上述の実施例にお
けるピン18による固定のみとしてもよいし,その他種
々の固定手段を採用できる。Further, in the above embodiment, the pile body is fixed in the cylindrical hole by the wedge action, but the fixing means is not limited to the one utilizing the wedge action. Only the pin 18 in the above-described embodiment may be used for fixing, or various other fixing means may be employed.
【0020】また,上述の実施例では,筒状穴および杭
体を垂直に設けているが,図7に示すように,筒状穴を
形成する角鋼管13’および杭体である角鋼管15’を
河川の流れ方向(矢印方向)に対して川上方向(図7で
右側)に傾斜して設けてもよい。この構成によれば,流
木20が流れてきた時,先に流木防止柵に留められてい
る流木の上に乗るようにして木防止柵に留められるの
で,後の流木が先の流木を下方(水底)に押し下げるこ
とになり,流木が流木防止柵を乗り越えることを防止で
きる。In the above-described embodiment, the cylindrical hole and the pile body are provided vertically. However, as shown in FIG. 7, the square steel pipe 13 'forming the cylindrical hole and the square steel pipe 15 'May be provided to be inclined upward (rightward in FIG. 7) with respect to the flow direction (arrow direction) of the river. According to this configuration, when the driftwood 20 flows, the driftwood is fastened to the driftwood that is first fastened to the driftwood prevention fence, so that the subsequent driftwood is below the previous driftwood ( The driftwood will be pushed down to the bottom, preventing driftwood from climbing over the driftwood prevention fence.
【0021】また,上記の実施例では筒状穴を形成する
鋼管および杭体用の鋼管としていずれも角鋼管を用いた
が,丸鋼管を用いることもできる。In the above embodiment, a square steel pipe is used as the steel pipe forming the cylindrical hole and the steel pipe for the pile body, but a round steel pipe may be used.
【0022】さらに,上記の実施例では杭体として鋼管
を用いているが,コンクリート杭を用いることも可能で
ある。この場合もやはり,杭体側および筒状穴のそれぞ
れに楔部を形成した構造,または別個の楔部材を打ち込
む構造のいずれでもよい。さらに,コンクリート基礎1
2側に形成する筒状穴は,実施例のように鋼管で筒状穴
を形成する場合に限らず,他の筒状材料で筒状穴を形成
してもよいし,さらには,コンクリート自体に筒状穴を
形成することもできる。Further, in the above embodiment, a steel pipe is used as a pile, but a concrete pile can be used. Also in this case, either a structure in which a wedge portion is formed on each of the pile body side and the cylindrical hole or a structure in which a separate wedge member is driven may be used. In addition, concrete foundation 1
The cylindrical hole formed on the two sides is not limited to the case where the cylindrical hole is formed by a steel pipe as in the embodiment, but the cylindrical hole may be formed by another cylindrical material. A cylindrical hole may be formed in the hole.
【0023】[0023]
【発明の効果】本発明によれば,流木防止柵基礎に河川
の幅方向に間隔をあけて設けた複数の筒状穴にそれぞれ
杭体の下部を着脱可能に挿入した構造であるから,設置
後に土石流等で破損した場合には,単に杭体を取り替え
るだけで修復することができ,修復作業がきわめて簡単
であるとともに修復費用が安価に済む。According to the present invention, the lower portion of the pile is detachably inserted into a plurality of cylindrical holes provided on the driftwood prevention fence foundation at intervals in the width direction of the river. If the damage is later caused by debris flow, it can be repaired simply by replacing the pile, making the repair work extremely simple and reducing the cost of repair.
【0024】請求項3のように,筒状穴および杭体を河
川の流れ方向に対して川上方向に傾斜して設けると,こ
の流木防止柵に先に流れてきて留まっている流木を後か
ら流れてきた流木が下方に押し下げるので,流木が流木
防止柵を乗り越えることを有効に防止できる。According to the third aspect of the present invention, when the cylindrical hole and the pile body are provided so as to be inclined in the upstream direction with respect to the flow direction of the river, the driftwood that has flowed and stayed at the driftwood prevention fence is removed later. Since the driftwood that has flowed down is pushed down, it can be effectively prevented that the driftwood gets over the driftwood prevention fence.
【0025】請求項4または請求項5のように楔作用を
利用して杭体を筒状穴に固定する構造とすれば,杭体の
固定が簡単に済む。特に請求項5のように,筒状穴およ
び杭体にそれぞれ楔部を形成した場合は,別体の楔部材
を取り扱う必要がなく,作業者は単に杭体を筒状穴に挿
入するだけで済むので,施工が簡単である。According to the fourth or fifth aspect, if the pile is fixed to the cylindrical hole using the wedge action, the pile can be easily fixed. In particular, when wedge portions are formed in the cylindrical hole and the pile body, respectively, it is not necessary to handle a separate wedge member, and the operator simply inserts the pile body into the cylindrical hole. Construction is easy.
【0026】請求項6のように,鋼管を用いた場合は,
筒状穴を形成するための型枠が別途必要としないので,
筒状穴の形成が容易であり,かつ確実な径の筒状穴を得
ることができる。In the case where a steel pipe is used as in claim 6,
Since no separate formwork is needed to form the cylindrical hole,
It is easy to form a cylindrical hole, and a cylindrical hole having a certain diameter can be obtained.
【0027】請求項7によれば,鋼管として角鋼管を用
いるとともに,プレート状楔部とテーパリブ状楔部とに
よる楔部を形成しているので,円滑な楔作用を果たす楔
部が得られる。According to the seventh aspect, since the square steel pipe is used as the steel pipe and the wedge part is formed by the plate-shaped wedge part and the tapered rib-shaped wedge part, a wedge part which performs a smooth wedge action can be obtained.
【図1】本発明の一実施例の流木防止柵の正面図であ
る。FIG. 1 is a front view of a driftwood prevention fence according to an embodiment of the present invention.
【図2】図1における1つの柵構成片の拡大図である。FIG. 2 is an enlarged view of one fence component in FIG. 1;
【図3】(イ)は図2の右側面図,(ロ)は(イ)の平
面図である。3A is a right side view of FIG. 2, and FIG. 3B is a plan view of FIG.
【図4】図3における要部の部分切り欠き拡大図であ
る。FIG. 4 is a partially cutaway enlarged view of a main part in FIG. 3;
【図5】図4におけるA−A拡大断面図である。FIG. 5 is an enlarged sectional view taken along line AA in FIG. 4;
【図6】図4の要部について高さ寸法を短縮して示した
拡大図である。FIG. 6 is an enlarged view showing a main part of FIG. 4 with a reduced height dimension.
【図7】本発明の他の実施例を示すもので,流木防止柵
における1つの柵構成片の断面図である。FIG. 7 is a cross-sectional view of one fence component piece in a driftwood prevention fence according to another embodiment of the present invention.
【図8】従来の流木防止柵の正面図である。FIG. 8 is a front view of a conventional driftwood prevention fence.
【図9】図8におけるC−C拡大断面図である。9 is an enlarged cross-sectional view taken along the line CC in FIG.
10 流木防止柵 11 柵構成片 12 コンクリート基礎 13 埋め込み角鋼管(筒状穴) 15 杭体用角鋼管(杭体) 15a フック掛け部 16 楔部(筒状穴側の楔部) 16a 楔プレート 16b テーパリブ 17 楔部(杭体側の楔部) 18 ピン DESCRIPTION OF SYMBOLS 10 Driftwood prevention fence 11 Fence constituent piece 12 Concrete foundation 13 Embedded square steel pipe (cylindrical hole) 15 Square steel pipe for pile body (pile body) 15a Hook hook part 16 Wedge part (cylindrical hole side wedge part) 16a Wedge plate 16b Tapered rib 17 Wedge part (pile side wedge part) 18 pin
Claims (8)
あけて設けた複数の筒状穴にそれぞれ杭体の下部を着脱
可能に挿入してなる流木防止柵。1. A driftwood prevention fence having a lower part of a pile body removably inserted into a plurality of cylindrical holes provided on a driftwood prevention fence foundation at intervals in the width direction of a river.
る請求項1記載の流木防止柵。2. The driftwood prevention fence according to claim 1, wherein the cylindrical hole and the pile body are provided vertically.
に対して川上方向に傾斜して設けてなる請求項1記載の
流木防止柵。3. The driftwood prevention fence according to claim 1, wherein the cylindrical hole and the pile body are provided so as to be inclined upward in the river with respect to the flow direction of the river.
状穴にそれぞれ杭体の下部を着脱可能に挿入するととも
に,前記筒状穴の内面と杭体の外面との間の隙間に楔部
材を打ち込んで前記杭体を筒状穴に固定したことを特徴
とする流木防止柵。4. A lower portion of a pile body is removably inserted into a cylindrical hole provided at an interval in a driftwood prevention fence foundation, and a gap between an inner surface of the cylindrical hole and an outer surface of the pile body is provided. A driftwood prevention fence, wherein the pile body is fixed to a cylindrical hole by driving a wedge member.
状穴にそれぞれ杭体の下部を着脱可能に挿入するととも
に,前記筒状穴の内面および杭体の外面にそれぞれ形成
した互いに斜面で接触する楔部間の楔作用により,前記
杭体を筒状穴に固定したことを特徴とする流木防止柵。5. A lower portion of a pile body is detachably inserted into a cylindrical hole provided at an interval on a driftwood prevention fence foundation, and slopes formed on an inner surface of the cylindrical hole and an outer surface of the pile body, respectively. A driftwood prevention fence, wherein the pile body is fixed to a cylindrical hole by a wedge action between wedge portions that come into contact with each other.
め込んで形成するとともに,前記杭体として前記鋼管の
内径より小径の鋼管を用いたことを特徴とする請求項
1,2,3,4または5記載の流木防止柵。6. The steel pipe according to claim 1, wherein said tubular hole is formed by embedding a steel pipe in a driftwood prevention fence foundation, and a steel pipe having a diameter smaller than the inner diameter of said steel pipe is used as said pile body. , 4 or 5 driftwood prevention fence.
の鋼管としていずれも角鋼管を用いるとともに,筒状穴
の角鋼管の内面に面の広いプレート状楔部を形成し,前
記杭体である角鋼管の外面にテーパリブ状楔部を形成し
たことを特徴とする請求項6記載の流木防止柵。7. A square steel pipe is used as both a steel pipe forming the cylindrical hole and a steel pipe for a pile body, and a wide plate-shaped wedge portion is formed on the inner surface of the square steel pipe of the cylindrical hole. The driftwood prevention fence according to claim 6, wherein a tapered rib-shaped wedge portion is formed on an outer surface of the square steel pipe as a body.
け部を取り付けたことを特徴とする請求項1,2,3,
4,5,6,または7記載の流木防止柵。8. The lifting device according to claim 1, wherein a hook hook for lifting is attached to an upper end of the pile.
The driftwood prevention fence according to 4, 5, 6, or 7.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20255397A JPH1129920A (en) | 1997-07-11 | 1997-07-11 | Driftwood prevention fence |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20255397A JPH1129920A (en) | 1997-07-11 | 1997-07-11 | Driftwood prevention fence |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH1129920A true JPH1129920A (en) | 1999-02-02 |
Family
ID=16459415
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20255397A Pending JPH1129920A (en) | 1997-07-11 | 1997-07-11 | Driftwood prevention fence |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH1129920A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2013042735A1 (en) * | 2011-09-21 | 2013-03-28 | 日鐵住金建材株式会社 | Steel slit dam |
JP2019143298A (en) * | 2018-02-16 | 2019-08-29 | 日鉄建材株式会社 | Drift wood capturing structure |
JP2019157578A (en) * | 2018-03-16 | 2019-09-19 | 株式会社共生 | Transmission type dam and method for constructing the same |
JP2019183539A (en) * | 2018-04-13 | 2019-10-24 | Jfe建材株式会社 | Dam and capturing body |
JP2021147824A (en) * | 2020-03-18 | 2021-09-27 | Jfe建材株式会社 | Protective work and protective work constructing method |
JP2021147823A (en) * | 2020-03-18 | 2021-09-27 | Jfe建材株式会社 | Protective work and protective work constructing method |
JP2022060378A (en) * | 2018-04-13 | 2022-04-14 | Jfe建材株式会社 | Dam and capturing body |
-
1997
- 1997-07-11 JP JP20255397A patent/JPH1129920A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2013042735A1 (en) * | 2011-09-21 | 2013-03-28 | 日鐵住金建材株式会社 | Steel slit dam |
JPWO2013042735A1 (en) * | 2011-09-21 | 2015-03-26 | 日鐵住金建材株式会社 | Steel slit dam |
JP2019143298A (en) * | 2018-02-16 | 2019-08-29 | 日鉄建材株式会社 | Drift wood capturing structure |
JP2019157578A (en) * | 2018-03-16 | 2019-09-19 | 株式会社共生 | Transmission type dam and method for constructing the same |
JP2019183539A (en) * | 2018-04-13 | 2019-10-24 | Jfe建材株式会社 | Dam and capturing body |
JP2022060378A (en) * | 2018-04-13 | 2022-04-14 | Jfe建材株式会社 | Dam and capturing body |
JP2021147824A (en) * | 2020-03-18 | 2021-09-27 | Jfe建材株式会社 | Protective work and protective work constructing method |
JP2021147823A (en) * | 2020-03-18 | 2021-09-27 | Jfe建材株式会社 | Protective work and protective work constructing method |
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