JPH0156206B2 - - Google Patents

Info

Publication number
JPH0156206B2
JPH0156206B2 JP491685A JP491685A JPH0156206B2 JP H0156206 B2 JPH0156206 B2 JP H0156206B2 JP 491685 A JP491685 A JP 491685A JP 491685 A JP491685 A JP 491685A JP H0156206 B2 JPH0156206 B2 JP H0156206B2
Authority
JP
Japan
Prior art keywords
box
bed
main body
shaped
shaped main
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
JP491685A
Other languages
Japanese (ja)
Other versions
JPS61165409A (en
Inventor
Kunikatsu Nomura
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.)
Kawada Industries Inc
Original Assignee
Kawada Industries Inc
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 Kawada Industries Inc filed Critical Kawada Industries Inc
Priority to JP491685A priority Critical patent/JPS61165409A/en
Publication of JPS61165409A publication Critical patent/JPS61165409A/en
Publication of JPH0156206B2 publication Critical patent/JPH0156206B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、河川の蛇行部分、落差部等の護床
工あるいは河川中の構造物等の根固工として好適
に使用される護床根固ブロツクおよびこれを使用
する護床根固構造に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides a bed protection work suitable for use as a bed protection work for meandering parts of rivers, drop parts, etc., or as foundation protection work for structures in rivers. This invention relates to a solid block and a bed foundation structure using the same.

〔従来技術〕[Prior art]

従来より、山間地等の急流河川においては、蛇
行部分の堤防あるいは河川中に立設した橋脚構造
物等の基礎工が流水ないしは流水中の礫石などに
より洗掘されて河床が低下するのを阻止するた
め、例えば、天然石等の捨石を組合せた捨石根固
工、コンクリートブロツク根固工等が広範に採用
されている。
Traditionally, in fast-flowing rivers in mountainous areas, foundation works such as embankments in meandering sections or bridge pier structures erected in the river have been used to prevent the riverbed from lowering due to being scoured by flowing water or gravel in the flowing water. For this reason, for example, rubble root protection work that combines rubble such as natural stone, concrete block foot protection work, etc. are widely adopted.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

ところで、捨石根固工は、天然石等の捨石を組
合せるための加工コストが高くなるだけでなく近
傍に捨石として使用する天然石がないときは運搬
費用も嵩む等の欠点があり、またコンクリートブ
ロツク根固工は、コストの低減が図れる反面、流
水や流水中の礫石による摩耗、損傷が激しいため
耐久性に乏しい等の欠点があつた。
By the way, rubble stone foundation work has disadvantages such as not only the processing cost for combining rubble stones such as natural stones is high, but also the transportation cost increases if there is no natural stone to be used as rubble nearby. Although solid construction can reduce costs, it has drawbacks such as poor durability due to severe wear and damage caused by running water and gravel in running water.

そこで、例えば、H型鋼をコンクリートで巻い
た型式のもの、あるいはコンクリートの表面にゴ
ムなどの弾性体を張設する型式のもの等が提案さ
れているが、前者のものは河川の流速によつては
摩耗、損傷阻止の度合が若干向上するだけで耐久
性の点では未だ問題があり、後者のものはコンク
リートに弾性体を張設して固定する作業が面倒で
あり、しかも単位コストも上昇する等の問題を有
していた。
Therefore, for example, a type in which H-shaped steel is wrapped in concrete, or a type in which an elastic material such as rubber is stretched over the concrete surface, etc., have been proposed, but the former type depends on the flow velocity of the river. Although the degree of wear and damage prevention is only slightly improved, there is still a problem in terms of durability, and the latter method requires a troublesome work to stretch and fix an elastic body to concrete, and the unit cost also increases. There were problems such as.

〔問題点の解決手段〕[Means for solving problems]

そこで、この発明では、前述の問題点を解決す
るため、例えば、鋼板等の耐摩耗性に優れた素材
とコンクリート等の安価な充填材に着目し、その
内部に補強手段を配設した鋼板製等の箱形本体に
コンクリート等の充填材を充填すると共に箱形本
体と充填材とを一体的に構成することにより耐久
性に富むブロツクを形成し、このように形成した
多数のブロツクを被護床根固部分に整列配置する
ことにより耐久性の向上と共に洗掘を可及的に阻
止するようにしたものである。
Therefore, in this invention, in order to solve the above-mentioned problems, we focused on a material with excellent wear resistance such as a steel plate and an inexpensive filler such as concrete, and made a steel plate with reinforcing means inside. A highly durable block is formed by filling a box-shaped body with a filler such as concrete and integrally configuring the box-shaped body and the filler, and protecting a large number of blocks formed in this way. By aligning and arranging them in the floor footing, durability is improved and scour is prevented as much as possible.

この場合、箱形本体の内部に補強手段としての
スチフナープレート、鉄筋あるいはずれ止め手段
を設ければ、箱形本体と充填材との付着性の向上
と共に強度の増大を図ることができ好適である。
In this case, it is preferable to provide a stiffener plate, a reinforcing bar, or a slip prevention means inside the box-shaped body as a reinforcing means, since this can improve the adhesion between the box-shaped body and the filler and increase the strength. .

〔作用〕[Effect]

この発明に係る護床根固ブロツクおよびこれを
使用した護床根固装置では耐摩耗性素材を使用し
て形成した箱形本体を水流中の礫石等に対抗する
防護面として作用させるものである。
In the bed protection block and the bed protection device using the same according to the present invention, a box-shaped body made of a wear-resistant material acts as a protective surface against gravel, etc. in water flow. .

〔実施例〕〔Example〕

次に、本発明に係る護床根固ブロツクおよびこ
れを使用する護床根固構造の好適な実施例につき
添付図面を参照しながら以下詳細に説明する。
Next, preferred embodiments of the bed protection block and bed protection structure using the same according to the present invention will be described in detail with reference to the accompanying drawings.

第1図乃至第4図において、本発明に係る護床
根固ブロツクAは、設置される被護床根固部分の
地形、流速等を勘案して所定の厚さに設定され
た、例えば、鋼板からなる耐摩耗性素材により略
直方体形状の箱形本体10を形成し、この箱形本
体10内部に補強手段12を配設すると共に充填
材、例えば、コンクリート14を打設充填して一
体的に形成することにより構成されている。
In FIGS. 1 to 4, the bed protection block A according to the present invention is set to a predetermined thickness in consideration of the topography, flow velocity, etc. of the protected bed protection part to be installed, for example. A box-shaped main body 10 having a substantially rectangular parallelepiped shape is formed from a wear-resistant material made of a steel plate, a reinforcing means 12 is provided inside the box-shaped main body 10, and a filler material, for example, concrete 14 is poured and filled to form an integral structure. It is constructed by forming the

箱形本体10は、第2図乃至第4図からも明ら
かなように、一対の平側板10a,10b、各隅
角外側縁部を湾曲状に形成した一対のコ字状側板
10c,10dおよび底側板10eを相互に溶接
することにより頂部が開放された箱体16を形成
し、この箱体16内にコンクリート14を充填し
た後、その内側面に複数のスタツド部材17を配
設した頂側板10fを嵌合してその全周縁部と各
側板10a乃至10dとを溶接により閉塞し、さ
らにこの溶接部分aを適宜の手段により面取りし
て湾曲状に形成することにより構成する(第4図
参照)。この場合、各側板10a乃至10dの内
側面には所定間隔で配設したスチフナープレート
18および縦横にかつ、例えば、3段程度に配設
した鉄筋20からなる補強手段12を予じめ設け
て各側板とコンクリートとの付着性の向上と共に
強度の増強を図るようにする。また、各スチフナ
ープレート18の上端部18aは、頂側板10f
を嵌合した際、この頂部板10fの上面と各側板
10a乃至10dの頂端部との寸法hが溶接でき
る最小の寸法となるように位置設定する(第4図
参照)。
As is clear from FIGS. 2 to 4, the box-shaped main body 10 includes a pair of flat side plates 10a, 10b, a pair of U-shaped side plates 10c, 10d with curved outer edges of each corner, and A box body 16 with an open top is formed by welding the bottom plates 10e to each other, and after filling the box body 16 with concrete 14, a plurality of stud members 17 are arranged on the inner surface of the top plate. 10f, the entire peripheral edge thereof and each of the side plates 10a to 10d are closed by welding, and the welded portion a is chamfered by appropriate means to form a curved shape (see Fig. 4). ). In this case, reinforcing means 12 consisting of stiffener plates 18 arranged at predetermined intervals and reinforcing bars 20 arranged vertically and horizontally in, for example, three stages, are provided in advance on the inner surface of each of the side plates 10a to 10d. The aim is to improve the adhesion between the side panels and the concrete and increase the strength. Further, the upper end portion 18a of each stiffener plate 18 is connected to the top side plate 10f.
When fitted together, the positions are set so that the dimension h between the upper surface of the top plate 10f and the top end of each of the side plates 10a to 10d is the minimum dimension that can be welded (see FIG. 4).

また、第5図は、箱形本体10の側板を、湾曲
状の隅角外側縁部を有する一対のコ字状側板11
a,11bで形成した本発明に係る護床根固ブロ
ツクの別の実施例であるが、この場合は側板相互
の溶接個所を少なくすることができるので製造の
容易化を図ることが可能となる。
FIG. 5 also shows that the side plates of the box-shaped main body 10 are divided into a pair of U-shaped side plates 11 having curved corner outer edges.
This is another embodiment of the bed reinforcement block according to the present invention formed of parts a and 11b, and in this case, the number of welded parts between the side plates can be reduced, making it possible to simplify manufacturing. .

さらに、第6図は、箱形本体10を鋳鋼で形成
した本体21および蓋体22とで形成してこの本
体21と蓋体とを相互に溶接すると共に前記蓋体
22に形成した打設孔24からコンクリートを打
設充填し、さらにこのコンクリートの打設後に打
設孔24を閉塞板26で溶接して閉塞するように
構成した本発明に係る護床根固ブロツクのさらに
別の実施例であるが、この場合は製造の容易化を
図ることができる。
Further, FIG. 6 shows that the box-shaped main body 10 is formed of a main body 21 made of cast steel and a lid 22, and the main body 21 and the lid are welded together, and a driving hole is formed in the lid 22. This is still another embodiment of the bed protection block according to the present invention, in which concrete is cast and filled from 24, and after the concrete is poured, the casting hole 24 is welded and closed with a closing plate 26. However, in this case, manufacturing can be facilitated.

このように構成される本発明に係る護床根固ブ
ロツクは、例えば、第7図に示すように橋脚Bか
ら所定距離離間した下流位置C、すなわち、被護
床根固部分に縦横に整列配置することにより橋脚
の護床根固構造を構成する。なお、この場合、位
置Cは河床部分を若干掘削して、例えば、鋼板等
からなる基盤を設け、この基盤上に各護床根固ブ
ロツクを整列配置することにより構成することも
できる。
The bed protection blocks according to the present invention configured in this way are arranged in rows and columns at a downstream position C, which is a predetermined distance away from the pier B, that is, in the protected bed protection part, as shown in FIG. 7, for example. By doing so, a foundation reinforcement structure for the pier is constructed. In this case, the position C can also be constructed by slightly excavating the river bed, providing a base made of, for example, a steel plate, and arranging the foot protection blocks on this base.

このように構成される護床根固構造は、各護床
根固ブロツクAを形成する箱形本体10が礫石に
よる摩耗に対抗する防護面として作用すると共に
全体として河床の洗掘阻止を図ることができる。
In the bed protection structure constructed in this way, the box-shaped body 10 forming each bed protection block A acts as a protective surface against wear caused by gravel, and prevents scouring of the riverbed as a whole. Can be done.

〔発明の効果〕 先に述べたように、本発明に係る護床根固ブロ
ツクによれば、耐摩耗性に優れた鋼製箱形本体を
使用すると共にこの箱形本体の各隅角外側縁部を
湾曲状に形成したので継ぎ部分、すなわち、溶接
部分から損傷したりする等の不都合を回避でき耐
久性を飛躍的に向上させることができる。また、
型枠としても作用する箱形本体内にコンクリート
を打設充填して密閉するだけなので製造の容易化
を図ることができ、箱形本体の内部に補強手段も
配設したのでコンクリートの打設あるいは落石な
どに対しても充分な強度を保持できる等の利点を
有し、さらには、このような護床根固ブロツクを
使用した護床根固構造によれば、水流乃至は礫石
等による洗掘を可及的に阻止することができる等
種々の利点を有する。
[Effects of the Invention] As mentioned above, according to the bed protection block according to the present invention, a steel box-shaped body with excellent wear resistance is used, and the outer edges of each corner of this box-shaped body are Since the portion is formed in a curved shape, it is possible to avoid problems such as damage to the joint portion, that is, the welded portion, and to dramatically improve durability. Also,
The box-shaped body, which also functions as a formwork, is simply poured and filled with concrete and sealed, making manufacturing easier. Reinforcing means are also provided inside the box-shaped body, making it easy to pour concrete or It has the advantage of being able to maintain sufficient strength against falling rocks, etc., and furthermore, the bed foundation structure using such bed foundation blocks has the advantage of being able to withstand scouring by water flow or gravel, etc. It has various advantages such as being able to prevent as much as possible.

以上、本発明に係る護床根固ブロツクおよびこ
れを使用する護床根固構造の好適な実施例につき
説明したが、本発明はこの実施例に限定されるも
のではなく、例えば、護床根固ブロツクとしての
箱形本体を形成する耐摩耗性素材として、表面に
ステンレス、セラミツク等を張設した鋼板を使用
したり、充填材として設置場所近傍の天然石、土
砂、あるいはこれらの素材にモルタルを適宜混入
したものを使用したり、箱形本体の平面形状を円
形、楕円形、十字形等種々の形状に設定したり、
さらには底部を開放した箱形本体を設置場所に整
列配置した後これらの箱形本体にコンクリートを
打設充填して河床部分ないしは基盤と直接一体的
に形成することにより護床根固構造を構成した
り、第8図に示すように、橋脚の周囲に多数、例
えば、十字形護床根固ブロツクを整列配置するこ
とにより護床根固構造を構成する等本発明の精神
を逸脱しない範囲内において種々の設計変更をな
し得ることは勿論である。
The preferred embodiments of the bed protection block and the bed protection structure using the same according to the present invention have been described above, but the present invention is not limited to these examples. As the wear-resistant material that forms the box-shaped body as a solid block, we use a steel plate with stainless steel, ceramic, etc. on the surface, and as a filler, we use natural stone, earth and sand near the installation site, or mortar on these materials. You can use mixed materials as appropriate, or set the planar shape of the box-shaped body to various shapes such as circular, oval, and cross shapes.
Furthermore, after arranging box-shaped bodies with open bottoms at the installation location, these box-shaped bodies are poured and filled with concrete to form a direct integral part with the river bed or foundation, thereby constructing a bed protection structure. or, as shown in FIG. 8, within the scope of the present invention, such as constructing a bed protection structure by arranging a large number of cross-shaped bed protection blocks around the pier, etc. Of course, various design changes can be made.

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

第1図は本発明に係る護床根固ブロツクを形成
する箱形本体の分解斜視図、第2図は第1図に示
す箱形本体にコンクリートを充填して護床根固ブ
ロツクを形成した状態の縦断面図、第3図は第2
図に示す護床根固ブロツクの−線断面図、第
4図は第2図に示す護床根固ブロツクの要部断面
説明図、第5図は本発明に係る護床根固ブロツク
の箱形本体の別の実施例の横断面説明図、第6図
は本発明に係る護床根固ブロツクの別の実施例を
示す一部切欠斜視図、第7図および第8図は本発
明に係る護床根固ブロツクを使用して形成した護
床根固構造と河川との関係を示す平面説明図であ
る。 10……箱形本体、12……補強手段、14…
…コンクリート、16……箱体、17……スタツ
ド部材、18……スチフナープレート、20……
鉄筋、21……本体、22……蓋体、24……打
設孔、26……閉塞板。
Fig. 1 is an exploded perspective view of a box-shaped main body forming a bed protection block according to the present invention, and Fig. 2 shows the box-shaped main body shown in Fig. 1 filled with concrete to form a bed protection block. Vertical cross-sectional view of the state, Figure 3 is the second
FIG. 4 is a sectional view of the main part of the bed foundation block shown in FIG. 2, and FIG. 5 is a box of the bed foundation block according to the present invention. FIG. 6 is a partially cutaway perspective view showing another embodiment of the bed foundation block according to the present invention, and FIGS. 7 and 8 are cross-sectional views of another embodiment of the shaped body. FIG. 2 is an explanatory plan view showing the relationship between a river and a bed protection structure formed using such a bed protection block. 10... Box-shaped main body, 12... Reinforcement means, 14...
... Concrete, 16 ... Box body, 17 ... Stud member, 18 ... Stiffener plate, 20 ...
Reinforcing bar, 21... Main body, 22... Lid body, 24... Driving hole, 26... Closure plate.

Claims (1)

【特許請求の範囲】 1 内部に補強手段を配設した耐摩耗性箱形本体
に充填材を充填すると共に前記箱形本体と充填材
とを一時的に構成することを特徴とする護床根固
ブロツク。 2 補強手段は、箱形本体の内側壁に沿つて所定
間隔で配設したスチフナープレートである特許請
求の範囲第1項記載の護床根固ブロツク。 3 補強手段は、箱形本体の内側壁に縦横に配設
した鉄筋である特許請求の範囲第1項記載の護床
根固ブロツク。 4 箱形本体の隅角外側縁部を湾曲状に形成する
ことを特徴とする特許請求の範囲第1項乃至第3
項のいずれかに記載の護床根固ブロツク。 5 内部に補強手段を配設した耐摩耗性箱形本体
に充填材を充填すると共にこの箱形本体と充填材
とを一体的に形成してなる多数のブロツク体を河
川の被護床根固部分に整列配置して構成すること
を特徴とする護床根固構造。 6 補強手段は、箱形本体の内側壁に沿つて所定
間隔で配設したスチフナープレートである特許請
求の範囲第5項記載の護床根固構造。 7 補強手段は、箱形本体の内側壁に縦横に配設
した鉄筋である特許請求の範囲第5項記載の護床
根固構造。 8 箱形本体の隅角外側縁部を湾曲状に形成する
ことを特徴とする特許請求の範囲第5項乃至第7
項のいずれかに記載の護床根固構造。 9 多数のブロツク体は被護床根固部分に配設し
た基盤上に整列配置することからなる特許請求の
範囲第5項乃至第8項のいずれかに記載の護床根
固構造。
[Scope of Claims] 1. A bed protection root characterized by filling a wear-resistant box-shaped body with a reinforcing means therein with a filler and temporarily forming the box-shaped body and the filler. Solid block. 2. The bed footing block according to claim 1, wherein the reinforcing means are stiffener plates arranged at predetermined intervals along the inner wall of the box-shaped main body. 3. The bed footing block according to claim 1, wherein the reinforcing means are reinforcing bars arranged vertically and horizontally on the inner wall of the box-shaped main body. 4. Claims 1 to 3, characterized in that the outer edge of the corner of the box-shaped main body is formed into a curved shape.
A bed protection block as described in any of the paragraphs. 5 A wear-resistant box-shaped body with reinforcing means inside is filled with a filler, and a large number of block bodies made by integrally forming this box-shaped body and the filler are used to secure the foundations of protected riverbeds. A bed protection structure characterized by being arranged and arranged in sections. 6. The bed protection structure according to claim 5, wherein the reinforcing means are stiffener plates arranged at predetermined intervals along the inner wall of the box-shaped main body. 7. The bed reinforcement structure according to claim 5, wherein the reinforcing means are reinforcing bars arranged vertically and horizontally on the inner wall of the box-shaped main body. 8. Claims 5 to 7, characterized in that the outer edge of the corner of the box-shaped main body is formed into a curved shape.
The bed foundation structure described in any of the paragraphs. 9. The bed reinforcement structure according to any one of claims 5 to 8, wherein a large number of block bodies are arranged in alignment on a base provided in the protected bed foundation part.
JP491685A 1985-01-17 1985-01-17 Foot protection block for bed and foot protection structure therefor Granted JPS61165409A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP491685A JPS61165409A (en) 1985-01-17 1985-01-17 Foot protection block for bed and foot protection structure therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP491685A JPS61165409A (en) 1985-01-17 1985-01-17 Foot protection block for bed and foot protection structure therefor

Publications (2)

Publication Number Publication Date
JPS61165409A JPS61165409A (en) 1986-07-26
JPH0156206B2 true JPH0156206B2 (en) 1989-11-29

Family

ID=11596949

Family Applications (1)

Application Number Title Priority Date Filing Date
JP491685A Granted JPS61165409A (en) 1985-01-17 1985-01-17 Foot protection block for bed and foot protection structure therefor

Country Status (1)

Country Link
JP (1) JPS61165409A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002294652A (en) * 2001-04-03 2002-10-09 Nippon Steel Metal Prod Co Ltd Construction method of riverbed protection structure and riverbed protection structure

Also Published As

Publication number Publication date
JPS61165409A (en) 1986-07-26

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