JPS63277309A - Wave-spending block and wall - Google Patents

Wave-spending block and wall

Info

Publication number
JPS63277309A
JPS63277309A JP10945687A JP10945687A JPS63277309A JP S63277309 A JPS63277309 A JP S63277309A JP 10945687 A JP10945687 A JP 10945687A JP 10945687 A JP10945687 A JP 10945687A JP S63277309 A JPS63277309 A JP S63277309A
Authority
JP
Japan
Prior art keywords
wave
dissipating
blocks
wall
spending
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.)
Granted
Application number
JP10945687A
Other languages
Japanese (ja)
Other versions
JPH0574642B2 (en
Inventor
Shigeru Nagaho
永穂 茂
Akio Tanaka
田中 彬夫
Yoshiro Nagai
永井 義郎
Haruo Shimizu
清水 治生
Ei Nakajima
中島 鋭
Toru Nanba
徹 難波
Shozo Yamaguchi
正三 山口
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP10945687A priority Critical patent/JPS63277309A/en
Publication of JPS63277309A publication Critical patent/JPS63277309A/en
Publication of JPH0574642B2 publication Critical patent/JPH0574642B2/ja
Granted legal-status Critical Current

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Abstract

PURPOSE:To prevent the occurrence of waves splash by providing concrete blocks for both ends of a wave-spending tube having variable flow path cross sections while surrounding the outer faces of the ends. CONSTITUTION:A wave-spending wall 1 is constructed by stacking a number of wave-spending blocks vertically and bilaterally. Concrete blocks 4a and 4b having a rectangular cross section are formed on both ends of the wave- spending tube 3 with the blocks 2. Contracted paths 6a and 6b having a cross section smaller than the openings 5a and 5b of both ends and a retarding section 7 having a cross section larger than the paths 6a and 6b are also provided to the tube 3. The wave-spending wall can thus be constructed simply by only stacking up the blocks 2.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は湾岸等において波浪を吸収する消波壁に関する
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a wave-dissipating wall for absorbing waves in a bay or the like.

従来の技術 従来、テトラボッド(登録商標)として知られている消
波ブロックを複数積み上げることによりり提体を構築し
て消波壁とすることが一般的である。
2. Description of the Related Art Conventionally, it has been common to construct a wave-absorbing wall by stacking a plurality of wave-dissipating blocks known as Tetrabod (registered trademark).

発明が解決しようとする問題点 ところが、このような従来のブロックで構築される消波
壁では、波浪がブロックに衝突することによりエネルギ
が吸収されて消波が行なわれるが、これに伴って波の飛
沫が生じ、この飛沫が陸地にまで達するという問題点が
あった。また、テトラボッドの組み合せに手間がかかり
、消波壁としての提体の横築に時間がかかる問題があっ
た。
Problems to be Solved by the Invention However, in conventional wave-dissipating walls constructed from blocks, when waves collide with the blocks, energy is absorbed and dissipated. There was a problem in that droplets were generated and these droplets reached the land. In addition, there was a problem in that it took time to assemble the tetrabods, and it took time to build the structure horizontally as a wave-dissipating wall.

本発明は上記問題点を解決するもので、波の飛沫の発生
を防止できるとともに、@榮作業を簡単に行なえる消波
ブロックおよび消波壁を提供することを目的とする。
The present invention solves the above-mentioned problems, and aims to provide a wave-dissipating block and a wave-dissipating wall that can prevent the generation of wave splash and facilitate the @sei work.

問題点を解決するための手段 上記問題点を解決するため、本発明の消波ブロツクは、
流路断面積が変化する消波管の両端に外面を囲んでコン
クリートブロックを設けた構成としたものである。また
、本発明の消波壁は、積み重ねて端面で壁面を形成可能
なコンクリートブロックを、浦波管の両端に外面を囲ん
で設けて成る浦波ブロックの複数を、消波管の一端開口
を波浪の伝播してくる方向に向けるとともに、コンクリ
ートブロックどうしを重ね合わせて上下方向およびノ[
右方向に積み重ねた構成としたものである。
Means for Solving the Problems In order to solve the above problems, the wave-dissipating block of the present invention has the following features:
It has a configuration in which concrete blocks are provided surrounding the outer surface at both ends of the wave dissipating tube, where the cross-sectional area of the flow path changes. Furthermore, the wave-dissipating wall of the present invention includes a plurality of Urahami blocks, each of which is formed by stacking concrete blocks that can form a wall surface with their end faces, surrounding the outer surface of the Urahami tube at both ends of the Urahami tube, and forming an opening at one end of the wave-dissipating tube. In addition to facing the direction in which the waves are propagating, stack the concrete blocks on top of each other to align them vertically and horizontally.
The configuration is such that they are stacked to the right.

作用 上記構成において、消波ブロックは、コンクリートブロ
ックどうしを上下方向および左右方向で所ね合わせて積
み重なるだけで、コンクリートブロックの端面により消
波壁の壁面を形成するとともに、コンクリートブロック
により消波管および消波管の開口を一定間隔に保持して
、消波壁を構成することができる。そして、消波ブロッ
クは波浪を浦波管内において、流路断面積の変化により
減衰させて消波する。また、消波ブロックは消波管の両
端にコンクリートブロックを設けるだけであるために製
造が容易であるとともに、重量的に取扱いが容易なもの
となる。
Function In the above configuration, the wave-dissipating blocks are simply stacked by stacking concrete blocks vertically and horizontally, and the end faces of the concrete blocks form the wall surface of the wave-dissipating wall, and the concrete blocks also form a wave-dissipating pipe and a wave-dissipating block. A wave-dissipating wall can be formed by maintaining the openings of the wave-dissipating tube at regular intervals. The wave-dissipating block attenuates and dissipates the waves within the Urahami tube by changing the cross-sectional area of the flow path. Moreover, since the wave-dissipating block is simply provided with concrete blocks at both ends of the wave-dissipating pipe, it is easy to manufacture and easy to handle in terms of weight.

また、消波壁は、上述したように浦波ブロックを積み重
ねて構築されるので、構築する作業が容易なものとなる
Further, since the wave-dissipating wall is constructed by stacking Uranami blocks as described above, the construction work becomes easy.

実施例 以下、本発明の一実施例を図面に基づいて説明する。第
1図〜第2図において、消波v1は、消波ブロック2の
複数を上下方向および左右方向に積み重ねて構築されて
いる。そして、消波ブロック2は、消波管3の両端の外
周に断面矩形のコンクリートブロック4a、4bを形成
されており、消波管3は鋳鉄管より成り、両端の開口5
′a。
EXAMPLE Hereinafter, an example of the present invention will be described based on the drawings. In FIGS. 1 and 2, the wave-dissipating block v1 is constructed by stacking a plurality of wave-dissipating blocks 2 vertically and horizontally. The wave-dissipating block 2 includes concrete blocks 4a and 4b having a rectangular cross section formed on the outer periphery of both ends of the wave-dissipating pipe 3, and the wave-dissipating pipe 3 is made of a cast iron pipe, with openings 5 at both ends.
'a.

5bより流路断面積を小さく形成された狭路部6a、6
bと、この狭路部6a、6bよりも流路断面積を大ぎく
形成された遊水部7とを有し、全体として流路断面積が
変化する形状に形成されている。そして、浦波ブロック
2は、コンクリートブロック4a、4bどうしを上下方
向および左右方向で重ね合わせて積み重ねられており、
この積み重ねられた消波ブロック2の消波管3の間は、
固定用コンクリート8で埋固められてている。そして、
固定用コンクリリート8で一体化された複数の消波ブロ
ック2は、一端側の開口4aを波浪9の伝播してくる方
向に向けて配置されている。
Narrow passage portions 6a, 6 formed with a smaller cross-sectional area than 5b.
b, and a water retarding portion 7 formed with a passage cross-sectional area larger than that of the narrow passage portions 6a and 6b, and is formed in a shape in which the passage cross-sectional area changes as a whole. The Uranami block 2 is stacked with concrete blocks 4a and 4b stacked one on top of the other in the vertical and horizontal directions.
Between the wave breakers 3 of the stacked wave break blocks 2,
It is filled with fixing concrete 8. and,
A plurality of wave-dissipating blocks 2 integrated with fixing concrete 8 are arranged with openings 4a on one end facing the direction in which waves 9 propagate.

また、固定用コンクリート8の流し込みは、第3図に示
すように、仮枠10を形成し、この仮枠10内に消波ブ
ロック2を積み重ねて配置して行なってもよく、またm
4図に示すように、断面U字状のケイソン枠11内に浦
波ブロック2を配置し、ケイソン枠11を浦波ブロック
2と一体に、固定用コンクリート8で埋固めてもよい。
Further, the fixing concrete 8 may be poured by forming a temporary frame 10 and stacking the wave-dissipating blocks 2 within this temporary frame 10, as shown in FIG.
As shown in FIG. 4, the Uranami block 2 may be arranged within a caisson frame 11 having a U-shaped cross section, and the caisson frame 11 and the Uranami block 2 may be embedded together with fixing concrete 8.

この時、固定用コンクリート8のかわりに砂あるいは砕
石を用いてもよい。尚、消波ブロック2は、浦波管3の
両端だけではなく、中はどにコンクリートブロック4a
、4bと同形状の支持部12を形成してもよい。
At this time, sand or crushed stone may be used instead of the fixing concrete 8. In addition, the wave dissipating block 2 is not only provided at both ends of the Urahami pipe 3, but also contains concrete blocks 4a in the middle.
, 4b may be formed.

以下、上記構成における作用について説明する。Hereinafter, the effects of the above configuration will be explained.

まず、消波壁1の構築にあたっては、消波ブロック2を
、上下方向および左右方向で両端のコンクリートブロッ
ク4a、4bどうしが重ね合わさるように積み重ねるだ
けで、コンクリートブロック4a、4bめ開口側の端面
により消波壁1の壁面が形成されるとともに、コンクリ
ートブロック4a、4bにより消波管3および消波管3
の開口5a、5bが一定間隔に配置される。また、消波
管3の間に固定用コンクリート8を流し込み、一度に複
数の消波ブロック2を一体化するので、消波ブロック2
の固定が筒中である。よりて、消波壁1の横築作業が容
易なものとなる。そして、消波壁1に伝播する波浪9は
、各浦波ブロック2の浦波管3内を通過するうちに、消
波管3の流路断面積が変化することから、波力を圧力損
失および流動圧力の減少として吸収され、減衰されて消
波される。よって、波の飛沫の発生が防止される。
First, in constructing the wave-dissipating wall 1, the wave-dissipating blocks 2 are simply stacked so that the concrete blocks 4a and 4b at both ends are overlapped in the vertical and horizontal directions, and the end surface of the concrete blocks 4a and 4b on the opening side The wall surface of the wave-dissipating wall 1 is formed by the concrete blocks 4a and 4b, and the wave-dissipating pipe 3 and the wave-dissipating pipe 3 are formed by the concrete blocks 4a and 4b.
The openings 5a and 5b are arranged at regular intervals. In addition, since fixing concrete 8 is poured between the wave-dissipating pipes 3 and a plurality of wave-dissipating blocks 2 are integrated at once, the wave-dissipating blocks 2
is fixed in the cylinder. Therefore, the horizontal erection work of the wave-dissipating wall 1 becomes easy. As the waves 9 propagating to the wave-dissipating wall 1 pass through the Urahami tubes 3 of each Urahami block 2, the cross-sectional area of the wave-dissipating tubes 3 changes, causing wave force to be reduced to pressure loss. and is absorbed as a decrease in flow pressure, attenuated and dissipated. Therefore, generation of wave splash is prevented.

また、消波ブロック2を持ち上げようとする波浪9の波
力に対しては、消波管の間を埋固めた固定用コンクリー
ト8が重しとなって作用し、消波壁1の安定が図られる
In addition, the fixing concrete 8 filled between the wave-dissipating tubes acts as a weight against the wave force of waves 9 that try to lift the wave-dissipating block 2, and the stability of the wave-dissipating wall 1 is reduced. It will be planned.

発明の効果 以上述べたごとく、本発明の消波ブロックによれば、コ
ンクリートブロックによって消波管を一定間隔に保持す
るとともに、コンクリートブロックの端面によって消波
壁の壁面を形成できるので、積み重ねるだけのWRip
な作業によって消波壁を構築することが出来る。また、
本発明の消波壁によれば、上述したように浦波ブロック
taみ重ねて構築されるので構築作業が容易なものとな
るとともに、波浪が各消波管内を通過するうちに、流路
断面積の変化により減衰されて消波されるので、波の飛
沫の発生を防止出来る。
Effects of the Invention As described above, according to the wave-dissipating block of the present invention, the wave-dissipating pipes can be held at regular intervals by the concrete blocks, and the wall surface of the wave-dissipating wall can be formed by the end faces of the concrete blocks, so that the wave-dissipating blocks can be stacked together easily. WRip
A wave-dissipating wall can be constructed by doing some work. Also,
According to the wave-dissipating wall of the present invention, since it is constructed by stacking the Uranami blocks ta as described above, the construction work becomes easy, and the flow path breaks while the waves pass through each wave-dissipating pipe. Since the waves are attenuated and dissipated by the change in area, the generation of wave splash can be prevented.

【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全体構成図、第2図は
浦波ブロックの全体斜視図、第3図は仮枠による消波壁
のJI4築を示す図、第4図はケイソン枠による消波壁
の構築を示す図である。 1・・・消波壁、2・・・消波ブロック、3・・・消波
管、4a、4b・・・コンクリートブロック、5a、5
b・・・開口、6a、6b・・・狭路部、7・・・遊水
部、8・・・固定用コンクリート、9・・・波浪、10
・・・仮枠、11・・・ケイソン枠、12・・・支持部
。 第1図
Fig. 1 is an overall configuration diagram showing one embodiment of the present invention, Fig. 2 is an overall perspective view of the Uranami block, Fig. 3 is a diagram showing JI4 construction of a wave-dissipating wall with a temporary frame, and Fig. 4 is a caisson It is a figure showing construction of a wave-dissipating wall by a frame. 1... Wave-dissipating wall, 2... Wave-dissipating block, 3... Wave-dissipating pipe, 4a, 4b... Concrete block, 5a, 5
b...Opening, 6a, 6b...Narrow path section, 7...Water retarding section, 8...Fixing concrete, 9...Waves, 10
... Temporary frame, 11... Caisson frame, 12... Support part. Figure 1

Claims (1)

【特許請求の範囲】 1、流路断面積が変化する消波管の両端に外面を囲んで
コンクリートブロックを設けたことを特徴とする消波ブ
ロック。 2、積み重ねて端面で壁面を形成可能なコンクリートブ
ロックを、消波管の両端に外面を囲んで設けて成る消波
ブロックの複数を、消波管の一端開口を波浪の伝播して
くる方向に向けるとともに、コンクリートブロックどう
しを重ね合わせて上下方向および左右方向に積み重ねた
ことを特徴とする消波壁。 3、積み重ねられた消波ブロックの消波管の間をコンク
リートで埋固めたことを特徴とする特許請求の範囲第2
項記載の消波壁。
[Scope of Claims] 1. A wave-dissipating block characterized in that concrete blocks are provided surrounding the outer surface at both ends of a wave-dissipating tube whose flow path cross-sectional area changes. 2. Concrete blocks that can be stacked to form a wall surface with their end faces are provided at both ends of the wave-dissipating pipe, surrounding the outer surface.A plurality of wave-dissipating blocks are installed with one end opening of the wave-dissipating pipe facing the direction in which waves propagate. A wave-dissipating wall characterized by stacking concrete blocks vertically and horizontally. 3. Claim 2, characterized in that the spaces between the wave-dissipating pipes of the stacked wave-dissipating blocks are filled with concrete.
Wave-dissipating wall as described in section.
JP10945687A 1987-05-02 1987-05-02 Wave-spending block and wall Granted JPS63277309A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10945687A JPS63277309A (en) 1987-05-02 1987-05-02 Wave-spending block and wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10945687A JPS63277309A (en) 1987-05-02 1987-05-02 Wave-spending block and wall

Publications (2)

Publication Number Publication Date
JPS63277309A true JPS63277309A (en) 1988-11-15
JPH0574642B2 JPH0574642B2 (en) 1993-10-18

Family

ID=14510694

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10945687A Granted JPS63277309A (en) 1987-05-02 1987-05-02 Wave-spending block and wall

Country Status (1)

Country Link
JP (1) JPS63277309A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09165727A (en) * 1995-04-18 1997-06-24 Tadashi Ito Wave-absorbing block with pierced hole, seawater exchanging type breakwater, and seawater genetration type wave-absorbing block embankment

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51130042A (en) * 1975-05-07 1976-11-12 Daiou Kensetsu Kk Wave eliminator
JPS6225607A (en) * 1985-07-24 1987-02-03 Taisei Corp Breakwater

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51130042A (en) * 1975-05-07 1976-11-12 Daiou Kensetsu Kk Wave eliminator
JPS6225607A (en) * 1985-07-24 1987-02-03 Taisei Corp Breakwater

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09165727A (en) * 1995-04-18 1997-06-24 Tadashi Ito Wave-absorbing block with pierced hole, seawater exchanging type breakwater, and seawater genetration type wave-absorbing block embankment

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JPH0574642B2 (en) 1993-10-18

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