JPH0480164B2 - - Google Patents

Info

Publication number
JPH0480164B2
JPH0480164B2 JP58214022A JP21402283A JPH0480164B2 JP H0480164 B2 JPH0480164 B2 JP H0480164B2 JP 58214022 A JP58214022 A JP 58214022A JP 21402283 A JP21402283 A JP 21402283A JP H0480164 B2 JPH0480164 B2 JP H0480164B2
Authority
JP
Japan
Prior art keywords
protective material
concrete
debris
embedded
shoulder
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 - Lifetime
Application number
JP58214022A
Other languages
Japanese (ja)
Other versions
JPS60109410A (en
Inventor
Hiroshi Suzuki
Haruo Shimosugi
Micha Miki
Nobuyasu Ikoma
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SABO JISUBERI GIJUTSU SENTAA
SHIBATA KOGYO KK
Original Assignee
SABO JISUBERI GIJUTSU SENTAA
SHIBATA KOGYO KK
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 by SABO JISUBERI GIJUTSU SENTAA, SHIBATA KOGYO KK filed Critical SABO JISUBERI GIJUTSU SENTAA
Priority to JP21402283A priority Critical patent/JPS60109410A/en
Publication of JPS60109410A publication Critical patent/JPS60109410A/en
Publication of JPH0480164B2 publication Critical patent/JPH0480164B2/ja
Granted legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Description

【発明の詳細な説明】 本発明は、砂防ダムの水通し天端に関する。[Detailed description of the invention] The present invention relates to a flooded top of an erosion control dam.

砂防ダムの水通し天端は、流下する土石流や流
下石れきによる摩耗または石れきの直撃を受ける
ことによつて破損してしまう事故が多い。
There are many accidents in which the top of the erosion control dam is damaged due to abrasion caused by falling debris flows and falling debris, or by being directly hit by debris.

そこで、水通し天端に圧縮強度が高くしかも硬
い性質を有するコンクリート材が開発されて現在
主として使用されているが、これとて、土石流や
流下石れきによる摩耗は解決されず、土石の直撃
を受けた場合でも程度の差はあつても天端の損傷
は防げず、極めて耐久性が少ない。
Therefore, a concrete material with high compressive strength and hard properties has been developed for the top of the water passage, and is currently mainly used. However, this does not solve the problem of wear caused by debris flows and falling debris, and does not allow direct impact from debris. Even if it is damaged, it will not prevent the top from being damaged to varying degrees, and its durability will be extremely low.

従つて最近、天端面に鋼板を設置して石れきの
直撃を受けてもコンクリートが損傷しないように
しようとする構造の砂防ダムが考えられた。しか
し、実際に施工してみると、鋼板は石れきが直撃
したときの力の分散する機能に欠けているために
直撃した直下のコンクリートに強い荷重が集中す
ることになりやはりコンクリートの破損が生じて
しまう結果となる。さらに、鋼板は取付けた天端
の上流側のコンクリートが流下石れきにより摩耗
や洗掘を受け、その結果鋼板とコンクリートとの
間に隙間が生じてしまい、その個所から鋼板が下
流側に引き裂れてまくれ上り、最後には流失して
しまうことがわかつた。
Therefore, recently, an erosion control dam was devised in which a steel plate is installed on the top of the dam to prevent the concrete from being damaged even if it is directly hit by debris. However, in actual construction, the steel plate lacks the ability to disperse the force when it is directly hit by stones, so the strong load concentrates on the concrete directly below the direct hit, resulting in damage to the concrete. This results in Furthermore, the concrete upstream of the steel plate attached to it is subject to abrasion and scouring by falling debris, resulting in a gap between the steel plate and the concrete, and the steel plate is torn downstream from that point. I found that it would roll up, and eventually be washed away.

本発明は、上記の欠点を解決することを目的と
し、天端の上流側肩から下流側肩までの全長にわ
たつて段部を形成し、この段部に所定間隔に埋込
みソケツトを埋設し、鉄板を内蔵したゴム板によ
る保護材を段部間に連続密接するように嵌め、上
記埋込みソケツトとアンカーボルトによつてこの
保護材を天端に固着して全一体することにより土
石流や流下石礫による摩耗を防ぐと共に石れきの
直撃を受けても衝撃力を減衰してコンクリートの
破損を防止することができるようにしたことを特
徴とする。
The present invention aims to solve the above-mentioned drawbacks, and includes forming a stepped portion over the entire length from the upstream shoulder to the downstream shoulder of the top end, and embedding sockets at predetermined intervals in this stepped portion. A protective material made of a rubber plate with a built-in iron plate is fitted continuously and closely between the stepped parts, and this protective material is fixed to the top using the embedded socket and anchor bolt to form a complete unit, thereby preventing debris flows and falling stones. It is characterized by being able to prevent damage to the concrete by attenuating the impact force even if it is directly hit by stone debris.

以下に本発明の実施例を図面に従つて説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

第3図は天端に保護材を取付けた状態の断面図
である。
FIG. 3 is a cross-sectional view with a protective material attached to the top end.

1は砂防ダムであり、通常のコンクリートで山
形に形成されている。
1 is an erosion control dam, which is made of ordinary concrete and is formed into a mountain shape.

2,3はこの砂防ダム1天端の上流側肩および
下流側肩に全長に亘つて形成した段部であつて、
図示では、上流側肩の段部2の方が下流側肩の段
部3より多少低い位置に形成してあるが必らずし
もこれに限らなくてもよい。この段部2,3の間
には所定間隔に埋込みソケツト4が埋設してあ
る。
2 and 3 are steps formed over the entire length on the upstream shoulder and downstream shoulder of the top of this erosion control dam 1,
In the illustration, the stepped portion 2 on the upstream shoulder is formed at a somewhat lower position than the stepped portion 3 on the downstream shoulder, but this does not necessarily have to be the case. An embedded socket 4 is embedded between the stepped portions 2 and 3 at a predetermined interval.

次に上記段部2,3の間には保護材5を取付け
るが、この保護材5はゴム板6中に鉄板7を埋込
んで一定巾に形成した段部2,3の高さに合つた
厚さを有する合成材であつて、鉄板7の埋設位置
は表面側のゴムの厚さが裏面側のゴムの厚さより
厚くなるような位置としてあり、天端の段部2,
3間を覆う形に成形してある。このようにした保
護材5を上記埋込みソケツト4の位置と合うよう
にあけてある係止穴8を介してボルト9を埋込み
ソケツト3にねじ込むことによつて段部2,3間
に嵌めるようにして密着固定する。
Next, a protective material 5 is attached between the stepped portions 2 and 3, and this protective material 5 is made to match the height of the stepped portions 2 and 3, which are formed to have a constant width by embedding a steel plate 7 in a rubber plate 6. The iron plate 7 is made of a synthetic material with a thickness of about 100 mm, and the iron plate 7 is buried at a position where the thickness of the rubber on the front side is thicker than the thickness of the rubber on the back side.
It is shaped to cover three spaces. The protective material 5 thus constructed is fitted between the stepped portions 2 and 3 by screwing a bolt 9 into the embedded socket 3 through a locking hole 8 that is drilled to match the position of the embedded socket 4. and fix it tightly.

この取付けの際に、図示する如く、下流側肩の
保護材と天端上面の保護材さらに上流側肩の保護
材の各接合部は水流に順ずる方向に接合して土石
流に逆らわないようにしてある。
During this installation, as shown in the figure, the joints of the downstream shoulder protection material, the top protection material, and the upstream shoulder protection material are joined in the direction of the water flow so that they do not go against the flow of debris. There is.

以上説明した本発明によると、砂防ダムの天端
の上流側肩および下流側肩に全長に亘つて段部を
形成し、この段部間に鉄板を内蔵したゴム板によ
る一定巾の保護材を合わせて連続密接させて天端
全面を覆うことにより、土石流や流下石れきによ
る天端の摩耗を防いで砂防ダムの耐久性を向上さ
せると共に、石れきの直撃を受けた場合には保護
材のゴムによる緩衝作用と鉄板による力の分散作
用とによつてコンクリートに対する衝撃力を大き
く減衰させてコンクリートの損傷を防ぐことがで
きる。
According to the present invention described above, steps are formed over the entire length on the upstream and downstream shoulders of the top of the erosion control dam, and a protection material of a certain width is provided between the steps using a rubber plate with a built-in iron plate. At the same time, by covering the entire top of the dam in close contact with each other, it prevents the top from being worn out by debris flows and falling debris, improving the durability of the erosion control dam.In addition, it is possible to prevent the erosion control dam from being worn down by debris flows and falling debris, and to protect the dam from damage if it is directly hit by debris. Due to the cushioning effect of the rubber and the force dispersion effect of the steel plate, the impact force on the concrete can be greatly attenuated and damage to the concrete can be prevented.

さらに、上流側肩の下方まで保護材で覆つたこ
とにより土石流や流下石れきによつて天端のコン
クリートが摩耗することが無くしかも保護材がま
くれ上つて裂けたりすることも無くなる効果を有
し、保護材の耐久性を向上させると共にひいては
天端の耐久性を向上させることとなる。
Furthermore, by covering the area below the upstream shoulder with the protective material, the concrete at the top is not worn away by debris flows and falling debris, and the protective material is also prevented from rolling up and tearing. This not only improves the durability of the protective material, but also improves the durability of the top.

また、予じめ天端の形状に形成された保護材を
天端の段部間にコンクリート養生後に設置するこ
とにより、コンクリートの養生期間中の収縮作用
による保護材とコンクリート面との間に隙間が生
ずることなくまたゴムの弾性により完全に密着さ
せることができるために保護材に石れきが落下し
て衝撃を受けたときに衝撃力の分散作用が充分に
行なわれてコンクリートの保護が確実となる。
In addition, by installing a protective material pre-formed in the shape of the top end between the steps of the top end after the concrete has cured, it is possible to prevent gaps between the protective material and the concrete surface due to shrinkage of the concrete during the curing period. Also, the elasticity of the rubber allows for complete adhesion, so when stones fall onto the protective material and receive an impact, the impact force is sufficiently dispersed to ensure protection of the concrete. Become.

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

第1図は本発明の一実施例を示す平面図、第2
図は断面図、第3図は要部拡大図である。 2,3……段部、4……埋込みソケツト、5…
…保護材、9……ボルト。
FIG. 1 is a plan view showing one embodiment of the present invention, and FIG.
The figure is a sectional view, and FIG. 3 is an enlarged view of the main part. 2, 3...Stepped portion, 4...Embedded socket, 5...
...protective material, 9...bolts.

Claims (1)

【特許請求の範囲】[Claims] 1 天端の上流側肩から下流側肩までの全長にわ
たつて段部を形成し、この段部に所定間隔に埋込
みソケツトを埋設し、鉄板を内蔵したゴム板によ
る保護材を段部間に連続密接するように嵌め、上
記埋込みソケツトとアンカーボルトによつてこの
保護材を天端に固着して全一体としたことを特徴
とする砂防ダムの水通し天端。
1. A step is formed over the entire length from the upstream shoulder to the downstream shoulder of the top, embedded sockets are embedded in this step at predetermined intervals, and a protective material made of a rubber plate with a built-in iron plate is installed between the steps. A water-permeable top of an erosion control dam, characterized in that the protective material is fitted in a continuous and close manner and is fixed to the top using the embedded socket and anchor bolt to form a whole.
JP21402283A 1983-11-16 1983-11-16 Top end of opening of debris barrier Granted JPS60109410A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21402283A JPS60109410A (en) 1983-11-16 1983-11-16 Top end of opening of debris barrier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21402283A JPS60109410A (en) 1983-11-16 1983-11-16 Top end of opening of debris barrier

Publications (2)

Publication Number Publication Date
JPS60109410A JPS60109410A (en) 1985-06-14
JPH0480164B2 true JPH0480164B2 (en) 1992-12-17

Family

ID=16648975

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21402283A Granted JPS60109410A (en) 1983-11-16 1983-11-16 Top end of opening of debris barrier

Country Status (1)

Country Link
JP (1) JPS60109410A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62171656A (en) * 1986-01-23 1987-07-28 Seiwa Kasei Kk Dried thin film food from fish meat and production thereof
JPH0547774Y2 (en) * 1986-01-30 1993-12-16
JP2009024376A (en) * 2007-07-19 2009-02-05 Takamura Sogyo Kk Impact-resistant permanent form made of rubber
JP5730659B2 (en) * 2010-04-27 2015-06-10 シバタ工業株式会社 Protective structure of sabo structure
JP6808211B2 (en) * 2016-04-25 2021-01-06 シバタ工業株式会社 Construction method of reinforced structure of sabo dam

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58165026U (en) * 1982-04-30 1983-11-02 シバタ工業株式会社 dam protector

Also Published As

Publication number Publication date
JPS60109410A (en) 1985-06-14

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