JP2912583B2 - Concrete block - Google Patents

Concrete block

Info

Publication number
JP2912583B2
JP2912583B2 JP13572096A JP13572096A JP2912583B2 JP 2912583 B2 JP2912583 B2 JP 2912583B2 JP 13572096 A JP13572096 A JP 13572096A JP 13572096 A JP13572096 A JP 13572096A JP 2912583 B2 JP2912583 B2 JP 2912583B2
Authority
JP
Japan
Prior art keywords
block
concrete
blocks
pot
head
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
JP13572096A
Other languages
Japanese (ja)
Other versions
JPH09296434A (en
Inventor
重則 粟野
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.)
AWANO KONKURIITO KOGYO KK
Original Assignee
AWANO KONKURIITO 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 AWANO KONKURIITO KOGYO KK filed Critical AWANO KONKURIITO KOGYO KK
Priority to JP13572096A priority Critical patent/JP2912583B2/en
Publication of JPH09296434A publication Critical patent/JPH09296434A/en
Application granted granted Critical
Publication of JP2912583B2 publication Critical patent/JP2912583B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、護岸や擁壁等の多自然
型工法に使用するコンクリ−トブロックの改良に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in a concrete block used for a natural construction method such as a seawall or a retaining wall.

【0002】[0002]

【従来の技術】戦後、河川の護岸を強化し洪水を防ぐた
め両岸をコンクリ−トやブロックで全面を覆う「二面張
り工法」や、川底までもコンクリ−ト張りする「三面張
り工法」が盛んで行われ、又大小の用水路、排水路など
では大型U字溝を埋め込んで三面張りとする工法も盛ん
に行われた。又山道側面の山腹崩壊防止や湖沼等の護岸
工事においてはコンクリ−ト(モルタルも含む)張りや
各種構造のブロック張り、或はコンクリ−ト製擁壁を使
用するなどいろいろの工法で護岸の目的や崩壊防止の効
果を得てきたが、これらの工法は何れも工事場所をいわ
ゆるコンクリ−トで全面的に覆う工法であった。これら
の工法は洪水の防止や護岸効果或は山腹の崩壊防止とい
った効果を奏したことは否定できないものであるが、他
面において河川や山腹の生態系を破壊するという自然破
壊を来たしたことも現実である。
2. Description of the Related Art After the war, the "double-sided construction method", in which both sides are covered with concrete and blocks to strengthen the seawalls of rivers and prevent flooding, and the "three-sided construction method", in which the riverbed is also covered with concrete. In large and small irrigation canals and drainage channels, large U-shaped grooves have been buried to make three sides. In addition, concrete (including mortar) upholstery, block construction of various structures, or use of concrete retaining walls are used in the construction of seawalls for the prevention of hillside collapse and protection of lakes and marshes on the side of mountain roads. However, all of these construction methods are methods of completely covering the construction site with so-called concrete. It is undeniable that these construction methods had the effect of preventing flooding, seawall protection, or prevention of hillside collapse, but on the other side they caused natural destruction that destroyed rivers and hillside ecosystems. Is also reality.

【0003】[0003]

【発明が解決しようとする課題】本発明は上記のような
従来技術(工法)に鑑み大中小河川や用排水路を問わず
その護岸工事において、又山腹その他擁壁工事において
護岸工事や擁壁工事の目的を充分に満たすという効を奏
すると共に従来から存在する自然の生態系を破壊するこ
となく、又従来工法によって自然を破壊した場所の改修
工事にあたり、当該個所に従前の生態系(自然)を取り戻
すことの可能な護岸や擁壁を実現せんとするものであ
り、そのためのコンクリ−トブロックをここに提供する
ものである。
SUMMARY OF THE INVENTION In view of the above-mentioned prior art (construction method), the present invention relates to revetment work for large and medium and small rivers and irrigation drainage works, and revetment work and retaining wall work for hillside and other retaining wall construction. It has the effect of sufficiently satisfying the purpose of the construction, and does not destroy the existing natural ecosystem, and when renovating the place where nature was destroyed by the conventional construction method, the previous ecosystem (natural) In order to realize a revetment or a retaining wall that can regain the concrete, a concrete block for that purpose is provided here.

【0004】[0004]

【課題を解決するための手段】本発明は、護岸や山腹崩
壊防止工事の目的で積み上げ施工するコンクリ−トブロ
ックにおいて、該ブロックを、凹状のポット部を有する
ブロック頭部とブロック根及びこの二部分を一体として
連結する胴部とから構成し、且つブロック頭部は施工時
において上下頭部間及び左右ブロック間に空間が構成さ
れ得るよう形成された構成となし、更にブロックの頭部
及びブロック根両側面には排水管配設溝を前方傾斜状に
設けた構成となし、当該構成のコンクリ−トブロック
を、ブロック頭部のポット部に土壌を入れ草の種子を播
き、排水管配設溝に排水管を配してそれぞれのポット部
に雨水及び滲潤水等を潅水可能なるよう護岸工事や擁壁
工事を施工することによって前記の課題を解決した。
SUMMARY OF THE INVENTION The present invention relates to a concrete block to be piled and constructed for the purpose of seawall protection and hillside collapse prevention work, wherein the block is formed by combining a block head having a concave pot portion, a block root, and these two parts. And a body portion that integrally connects the blocks, and the block head is formed so that a space can be formed between the upper and lower heads and between the left and right blocks at the time of construction, and further, the head of the block and the block root are formed. A drain pipe installation groove is provided on both sides in a forward inclined shape. A concrete block of this configuration is placed in a pot at the block head, soil is sown, grass seeds are sown, and a drain pipe installation groove is provided. The above-mentioned problems have been solved by arranging drainage pipes and performing seawall construction and retaining wall construction so that rainwater and infiltration water can be irrigated in each pot portion.

【0005】[0005]

【実施例】図1乃至図3は本発明コンクリ−ブロックの
実施例で、図4は施工実施例の側面説明図である。図面
に示すように、本発明コンクリ−トブロックは、適宜広
さと深さを有する凹状のポット部1を形成してなるブロ
ック頭部2とブロック根3及びこの両者2、3を一体に
連結する胴部4とから構成し、ブロック頭部2には、適
宜の広さと深さでもって凹状にして平面台形状のポット
部1が形成され、該部1の両サイド上面部は前方向にむ
けて適宜の空間形成斜角αをもって傾斜し空間形成斜面
5が形成され、更にポット頭部2の前部8は適宜の厚み
19を有して且つその上面20は後背傾斜に形成してあ
る。又ポット部1はその両側部6がその基部から前方に
向けてその形成巾7を狭くし平面台形状に形成されてい
る(図1、図2)。
1 to 3 show an embodiment of a concrete block according to the present invention, and FIG. 4 is an explanatory side view of an embodiment. As shown in the drawings, the concrete block of the present invention comprises a block head 2 and a block root 3 each having a concave pot portion 1 having an appropriate width and depth, and a body for integrally connecting the two. The block head 2 is formed in the block head 2 with a concave and flat trapezoidal shape having an appropriate width and depth, and the upper surface of both sides of the part 1 is directed forward. The space forming slope 5 is formed by inclining at an appropriate space forming oblique angle α, and the front portion 8 of the pot head 2 has an appropriate thickness 19 and its upper surface 20 is formed to be inclined rearward. Further, the pot portion 1 is formed in a planar trapezoidal shape with its side portions 6 having a narrower forming width 7 toward the front from the base portion (FIGS. 1 and 2).

【0006】次にブロック根3は適宜の厚みを有してそ
の巾と高さはブロック頭部2と同寸法に構成され、胴部
4は適宜の長さと巾でブロック頭部2とブロック根3を
一体として連結しており、その上部は胴部4の高さの3
分の1程度の深さで切り欠き部9が形成されている。又
ブロック頭部2とブロック根3の両側面には排水管装着
溝10が断面半円形状に前傾して形成されている。
The block root 3 has an appropriate thickness and the same width and height as the block head 2, and the body 4 has an appropriate length and width for the block head 2 and the block root. 3 are connected integrally, and the upper part thereof is 3
The notch 9 is formed at a depth of about one-half. A drain pipe mounting groove 10 is formed on both sides of the block head 2 and the block root 3 so as to be inclined forward in a semicircular cross section.

【0007】上記実施例は以上のような構造を有するコ
ンクリ−トブロックであるが当該ブロックを使用して護
岸等の施工をする場合は、例えば図4に示すように、河
川底11の適宜の深さまで基礎工事を行い、この基礎1
2の上から本発明コンクリ−トブロック13の護岸用積
み施工を実施する。この際河川底11から水面に至る
迄、従って水中部分にも本発明コンクリ−トブロックを
使用するとよい。又ブロック積施工と同時にポット部1
には土壌14を入れ昆虫などの好む草の種や蔓草の種を
播種する。種の播種は後日行ってもよいこと勿論であ
る。護岸等の施工の際切り欠き部9にコンクリ−トを投
入して上下左右のブロックを連結固定する。この際横筋
を配設すると強度が強化される。又ブロックの積み施工
は図5のように一種の市松模様のように配置するのが通
例であるが、この施工の際排水管装着溝10に排水管1
5を装着して、その前方排水口を下段ブロック13のポ
ット部1の真上に臨ませる。勿論水の取り入れ口(流入
口)は護岸ブロック(又は擁壁)後部に施工してある割
栗石や砂利部16に臨ませること当然である。
The above embodiment is a concrete block having the above-described structure. However, when the block is used to construct a seawall or the like, for example, as shown in FIG. I did the foundation work, and this foundation 1
From above, the concrete block 13 of the present invention is laid for embankment. At this time, the concrete block according to the present invention is preferably used from the riverbed 11 to the water surface, and therefore also in the underwater part. In addition, pot part 1 at the same time as block construction
The soil 14 is put therein, and seeds of grasses and vines, such as insects, are sown. Of course, seeding may be performed at a later date. When constructing the revetment, concrete is put into the notch 9 to connect and fix the upper, lower, left and right blocks. At this time, arranging the horizontal streaks enhances the strength. In addition, it is customary to arrange the blocks in a checkerboard pattern as shown in FIG. 5.
5 is mounted so that the front drain port faces right above the pot portion 1 of the lower block 13. Of course, the water intake (inlet) should be directed to the split stone or gravel section 16 installed at the rear of the seawall (or retaining wall).

【0008】又本発明のコンクリ−トブロック13をも
って河川の護岸工事や山腹などの擁壁工事を施工した場
合は、ポット側部6の上面が斜角αで前方に傾斜する空
間形成斜面5となっているから積み上げ施工された個々
ブロックの上下間に上下自然形成空間17が構成され、
更に水中においてはポット部1に水生植物が生える場所
が提供され、水棲昆虫や水棲小動物も住みつき増殖す
る。排水管15からは護岸壁背部又は擁壁背部の滲潤水
や雨水等がポット部1内に排水及び潅水される。又ブロ
ック頭部2は前方に向けてその巾が狭く形成されている
から左右ブロック間に左右自然形成空間18が構成され
る。
When the concrete block 13 of the present invention is used for revetment work on rivers or retaining walls such as hillsides, the upper surface of the pot side 6 becomes the space forming slope 5 which slopes forward at an oblique angle α. The vertical natural formation space 17 is formed between the upper and lower portions of the individual blocks that have been stacked and constructed,
Further, in the water, a place where aquatic plants grow is provided in the pot portion 1, and aquatic insects and aquatic small animals also live and multiply. From the drain pipe 15, infiltration water, rain water, and the like on the back of the revetment wall or the back of the retaining wall are drained and irrigated into the pot portion 1. Since the width of the block head 2 is reduced toward the front, a left-right natural formation space 18 is formed between the left and right blocks.

【0009】[0009]

【発明の効果】以上説明したように本発明のコンクリ−
トブロックは、ブロック頭部にポット部を形成してあ
り、該部に土壌を入れて陸上生息昆虫等の好む草種或は
蔓草の種子などを播種すれば該部に緑が取り戻され、そ
れが蔓性植物であれば護岸壁や擁壁全面に緑が広がり、
ここに昆虫や小動物等の棲息が充分期待され、従来の全
面コンクリ−ト張りという破壊された自然が回復される
という効を奏する。然も、ポット側部6の上面5は空間
形成斜角αをもって空間形成斜面を形成することにより
上下自然形成空間17が生じ、更にポット部の特徴ある
前記構成からして左右ブロック間にも左右自然形成空間
18が構成されるのでポット部に生えた植物は充分な太
陽光を受けることができるという効を奏すると共に通気
性に富むばかりでなく、護岸壁や擁壁は強い風雨を避け
ることのできる構造となるからポット部に生えた植物は
昆虫等の良い棲息場所ともなるという効をも奏する。又
水中部においては水中棲息の昆虫や魚類の繁殖にも効を
奏する。次にポット部に生えた植物への潅水であるが、
本発明のコンクリ−トブロックには各個それぞれに排水
管の排水口がポット部の真上に開口している構造となっ
ているから、地中に滲潤した水、或は地下水の高い土地
等における土中の水は排水管を介してポット部に流れる
のみならず、護岸壁や山腹崩壊防止擁壁等は水平面に対
して急勾配で後背傾斜に構成されるのが実態であり、更
に頭部前部8の上面20は水平面又は後背傾斜面として
形成され、施工によって当該面は後背傾斜となるから護
岸面や擁壁面に降り注ぐ雨水や融雪水はその殆どがポッ
ト部内に流入するという効を奏するのでポットに生えて
いる植物への水分補給は充分に行われ枯死することがな
いという効をも奏する。又冬期草は枯れるが昆虫等は枯
草の中やポット内土の中で風雪を避けて越冬も可能であ
る。次に施工に際しては胴部の両側及び切り欠き部にコ
ンクリ−トを投入して上下左右のコンクリ−トブロック
を連結固定することが可能であるから護岸壁或は擁壁等
を構成するコンクリ−トブロックのすべてが一体として
構成され耐震性に富み、更にこの効果は各ブロック毎に
排水管が配設されるから通排水性の悪い地盤や施工地に
も適しており、図4に示すように、水中部分にも本発明
ブロックを使用施工した場合は水生植物の繁茂ばかりで
なく水棲動物(昆虫・魚類)の生息繁殖をもたらすなど
の効を奏する。以上のように本発明のコンクリ−ト製ブ
ロックは、これを河川や湖沼の護岸に使用し、又山腹等
の擁壁などに使用するときは前記のようにコンクリ−ト
壁面に緑の自然ばかりでなく陸上及び水中に生息する小
動物の生息と繁殖にも効を奏するので自然環境を損なわ
ず、又改修工事によりかつての自然をとりもどすことが
できるという自然回復の大きな効を奏するものである。
As described above, the concrete according to the present invention has the following features.
The pot block is formed with a pot portion on the block head, and when soil is put into the portion and seeded with a preferred grass species such as terrestrial insects or vine seeds, green is regained in the portion, and it is recovered. If it is a vine plant, the green will spread over the entire seawall and retaining wall,
Inhabitants of small insects and small animals are expected here, and the effect of restoring the destroyed nature, which is the conventional full-face concrete covering, is exhibited. Naturally, the upper surface 5 of the pot side portion 6 forms a space forming slope with a space forming oblique angle α to form a vertical natural forming space 17. Since the natural formation space 18 is formed, the plants grown in the pot portion can receive sufficient sunlight and have good ventilation, and the revetment wall and the retaining wall can avoid strong wind and rain. Because of this structure, the plants that grow in the pot also have a good habitat for insects and the like. In the underwater area, it is also effective in breeding insects and fish that live in the water. Next is watering the plants that grew in the pot,
Since the concrete block of the present invention has a structure in which the drain port of each drain pipe is opened directly above the pot portion, the concrete block of the concrete block according to the present invention can be used for water which has infiltrated into the ground or has high groundwater. Water in the soil not only flows to the pot through drainage pipes, but also the revetment walls and hillside collapse prevention retaining walls are steeply inclined to the horizontal plane and dorsally inclined. The upper surface 20 of the front part 8 is formed as a horizontal plane or a rear slope, and since the surface becomes a rear slope due to construction, most of rainwater and snowmelt water falling on the revetment surface and the retaining wall surface flows into the pot portion. Therefore, there is also an effect that the plants growing in the pot are sufficiently rehydrated and do not die. In addition, winter grasses wither, but insects and the like can be overwintered in the grasses and in the soil in the pot, avoiding snow and snow. Next, at the time of construction, it is possible to insert concrete into both sides of the trunk and into the notch to connect and fix the upper, lower, left and right concrete blocks, so that concrete blocks constituting a revetment wall or retaining wall, etc. Are constructed as a single unit and have excellent seismic resistance. Furthermore, this effect is suitable for the ground and construction site where the drainage is poor because the drain pipe is provided for each block, as shown in FIG. When the block of the present invention is used and constructed in the underwater part, it has effects such as not only prosperity of aquatic plants but also inhabitation and propagation of aquatic animals (insects and fishes). As described above, when the concrete block of the present invention is used for revetment of rivers and lakes, and when used for retaining walls such as hillsides, etc., as described above, only natural green is applied to the concrete wall. In addition, it also has an effect on the inhabitation and reproduction of small animals that live on land and in the water, so that the natural environment is not impaired.

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

図面は実施例を示す説明図である。 The drawings are explanatory diagrams showing an embodiment.

【図1】正面図。FIG. 1 is a front view.

【図2】平面図。FIG. 2 is a plan view.

【図3】側面図。FIG. 3 is a side view.

【図4】施工護岸側面図。FIG. 4 is a side view of the construction revetment.

【図5】施工護岸正面説明図で排水口の位置を示すもの
である。
FIG. 5 is a front view of the construction revetment and shows the position of a drainage outlet.

【図6】施工時における単一列の平面説明図で左右自然
形成空間を示すものである。
FIG. 6 is an explanatory plan view of a single row at the time of construction, showing a left-right natural formation space.

【符号の説明】[Explanation of symbols]

1 ポット部 2 ブロック頭部 3 ブロック根 4 胴部 5 空間形成斜面 6 ポット側部 7 ポット部前部巾 8 頭部前部 9 切り欠き部 10 排水管装着溝 11 河川底 12 護岸基礎 13 (本発明)コンクリ−トブロック 14 土壌 15 排水管 16 割栗石や砂利部 17 上下自然形成空間 18 左右自然形成空間 19 ポット前面部の厚み 20 頭部前部8の上面 21 打設コンクリ−ト 22 緑化草等 α 空間形成斜角 DESCRIPTION OF SYMBOLS 1 Pot part 2 Block head 3 Block root 4 Body 5 Space formation slope 6 Pot side part 7 Pot part front width 8 Head front part 9 Notch part 10 Drainage pipe mounting groove 11 River bottom 12 Revetment foundation 13 (Book Invention) Concrete block 14 Soil 15 Drainage pipe 16 Split rock and gravel part 17 Vertical natural formation space 18 Left and right natural formation space 19 Thickness of pot front part 20 Top surface of front part of head 21 Casting concrete 22 Greening grass etc. α space formation oblique angle

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリ−トブロックにおいて、該ブロ
ックをブロック頭部及びブロック根並びに胴部より構成
し、ブロック頭部とブロック根は胴部によって一体とし
て連結構成し、ブロック頭部には凹状のポット部を形成
すると共にその両側上面部は、該ブロックの積み上げ工
事をした際に上下のブロック頭部間に適宜の空間が生ず
るような切り欠きを形成し、ブロック根及びブロック頭
部の両側面に断面半円形状の排水管配設溝を適宜の前方
傾斜角をもって形成したことを特徴とするコンクリ−ト
ブロック。
In a concrete block, said block is composed of a block head, a block root and a trunk, the block head and the block root are integrally connected by a trunk, and a concave pot is formed on the block head. In addition to forming a notch, the upper surface on both sides of the block is formed with a notch such that an appropriate space is created between the upper and lower block heads when the blocks are piled up, and both sides of the block root and the block head are formed. A concrete block in which a drain pipe groove having a semicircular cross section is formed with an appropriate forward inclination angle.
【請求項2】 前記ポット部の両サイド上面部を、前方
に向け適宜の空間形成斜角をもって傾斜せしめ空間形成
斜面となし、該ブロックの積上げ施工により上下ブロッ
ク間に上下自然形成空間が形成されるように構成したこ
とを特徴とする前記請求項1に記載のコンクリ−トブロ
ック。
2. The upper surface of both sides of the pot portion is inclined forward at an appropriate space forming angle to form a space forming slope, and a vertical natural forming space is formed between the upper and lower blocks by stacking the blocks. 2. The concrete block according to claim 1, wherein the concrete block is configured as follows.
【請求項3】 前記ブロック頭部の前部上面は平面又は
後背傾斜面として形成し且つポット部両側部はその基部
から前方に向けてその形成巾を狭くなし、積施工した際
隣接する左右ブロック間に、左右自然形成空間が生ずる
よう構成したことを特徴とする前記請求項1又は2に記
載のコンクリ−トブロック。
3. The front upper surface of the block head is formed as a flat surface or an inclined back surface, and both side portions of the pot portion are narrowed toward the front from a base portion thereof, and the left and right blocks which are adjacent to each other when laminating and mounting are formed. 3. The concrete block according to claim 1, wherein a left and right natural forming space is formed between the blocks.
JP13572096A 1996-05-07 1996-05-07 Concrete block Expired - Lifetime JP2912583B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13572096A JP2912583B2 (en) 1996-05-07 1996-05-07 Concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13572096A JP2912583B2 (en) 1996-05-07 1996-05-07 Concrete block

Publications (2)

Publication Number Publication Date
JPH09296434A JPH09296434A (en) 1997-11-18
JP2912583B2 true JP2912583B2 (en) 1999-06-28

Family

ID=15158312

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13572096A Expired - Lifetime JP2912583B2 (en) 1996-05-07 1996-05-07 Concrete block

Country Status (1)

Country Link
JP (1) JP2912583B2 (en)

Also Published As

Publication number Publication date
JPH09296434A (en) 1997-11-18

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