JP2001348890A - Retaining wall block - Google Patents

Retaining wall block

Info

Publication number
JP2001348890A
JP2001348890A JP2000171172A JP2000171172A JP2001348890A JP 2001348890 A JP2001348890 A JP 2001348890A JP 2000171172 A JP2000171172 A JP 2000171172A JP 2000171172 A JP2000171172 A JP 2000171172A JP 2001348890 A JP2001348890 A JP 2001348890A
Authority
JP
Japan
Prior art keywords
walls
wall
retaining wall
block
partition plate
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
Application number
JP2000171172A
Other languages
Japanese (ja)
Inventor
Masahiko Konno
正彦 今野
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.)
TOO GIKEN KK
Original Assignee
TOO GIKEN 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 TOO GIKEN KK filed Critical TOO GIKEN KK
Priority to JP2000171172A priority Critical patent/JP2001348890A/en
Publication of JP2001348890A publication Critical patent/JP2001348890A/en
Pending legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the earth pressure stability of a retaining wall block filled with crushed stones inside to allow the growth of plants. SOLUTION: A body part 2 of this retaining wall block is so constituted that connecting walls 6 are projected forward from a rear wall 5 and that front walls 7 extend from the tips of the connecting walls so as to be open. A surface plate 3 is stuck to the front walls with an adhesive. The front walls are lower than the rear wall, so that a gap is formed between the vertically adjacent front walls when the blocks are piled. Both faces of each connecting wall is provided with grooves for fitting a partition plate so as to be able to partition a space surrounded by the front and rear walls, in two front and rear spaces. In the case earth pressure is high, the partition plate is fitted between the grooves, and body filling concrete is placed in the rear space, while the front space is filled with stones.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、河川の護岸およ
び道路や宅地造成の土留擁壁などに用いるコンクリート
製の擁壁ブロックに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete retaining wall block used for a bank protection of a river and a retaining wall for road and residential land development.

【0002】[0002]

【従来の技術】河川の護岸をコンクリートブロックで覆
ってしまうと自然の景観が損なわれるので、最近、植栽
ができるようにした空積みブロックが使われるようにな
った。この種のものは、前面にブロックの内部に通じる
孔があいており、内部に栗石や砕石を詰めて動植物が生
育できるようにし、前面の孔から伸びた植物がブロック
表面を覆って自然に近い景観を作り出すようになってい
る。
2. Description of the Related Art Covering a river bank with concrete blocks impairs the natural scenery. Recently, empty blocks capable of planting have been used. This type has a hole on the front that leads to the inside of the block, and it is packed with chestnut stone and crushed stone so that animals and plants can grow, and the plant that extends from the hole on the front covers the block surface and is close to nature It is designed to create a landscape.

【0003】擁壁は、その重量で土圧を支えるので、大
きな重量を確保することが必要である。ブロック内に石
を詰めれば、見掛け上、擁壁の重量は確保できる。しか
し、ブロック内に詰めた石は、ブロック本体と一体性が
ないので脱落し易く、また、詰石は上下左右のブロック
同士を連結する働きもない。このため、ブロック内に詰
石をした擁壁は、胴込コンクリートを打った場合に比
べ、崩れ易いという問題がある。
Since the retaining wall supports the earth pressure by its weight, it is necessary to secure a large weight. If the blocks are filled with stones, the apparent weight of the retaining wall can be secured. However, the stone packed in the block is not integrated with the block main body, so it is easy to fall off, and the stone does not have a function of connecting the upper, lower, left and right blocks. For this reason, there is a problem that the retaining wall with the filling stone in the block is more likely to collapse as compared with the case where the concrete body is hit.

【0004】[0004]

【発明が解決しようとする課題】この発明は、内部に砕
石を詰めて植栽を行うようにした擁壁ブロックの土圧安
定性を向上させることを課題とする。
SUMMARY OF THE INVENTION An object of the present invention is to improve the earth pressure stability of a retaining wall block in which crushed stone is packed and planted.

【0005】[0005]

【課題を解決するための手段】この発明の擁壁ブロック
は、ブロックの両端から内側に引っ込んだ位置にある2
枚の連結壁で前壁と後壁が結合されているH型ブロック
である。そして、両方の連結壁の両面に上下方向の溝を
形成し、対向する溝の間に仕切板を嵌め込んで、前後の
壁で挟まれた空間を前後に分割できるようにする。
SUMMARY OF THE INVENTION A retaining wall block according to the present invention is provided at a position where it is retracted inward from both ends of the block.
This is an H-shaped block in which a front wall and a rear wall are connected by a single connecting wall. Vertical grooves are formed on both surfaces of both connecting walls, and a partition plate is fitted between the opposing grooves so that the space sandwiched between the front and rear walls can be divided into front and rear.

【0006】このように、必要に応じ、ブロック内が仕
切板で前後に分割できるので、分割されたそれぞれの区
画に別種の材料を充填することができる。例えば、前側
の区画には石を詰め、後側に区画には胴込コンクリート
を充填する。こうすれば、前側の区画は詰石の間に空間
があるので、生物が繁殖することができる。他方、後の
区画に打設された胴込めコンクリートは、ブロック本体
と一体に結合するので脱落しにくく、また、胴込めコン
クリートを介して上下左右のブロックが結合されるの
で、擁壁は大きな土圧を受けても崩れにくくなる。胴込
めコンクリートに縦通鉄筋を埋め込めば、擁壁はもっと
強くすることができる
As described above, the inside of the block can be divided back and forth by the partition plate if necessary, so that each divided section can be filled with a different material. For example, the front section is filled with stones, and the rear section is filled with body concrete. In this case, since the front section has a space between the filling stones, the creature can propagate. On the other hand, the concrete poured into the rear section is hard to fall off because it is integrated with the block body, and the upper, lower, left and right blocks are connected via the concrete, so the retaining wall is large. It is less likely to collapse under pressure. Retaining walls can be made stronger by embedding longitudinal reinforcing bars in the concrete

【0007】高さの低い擁壁に使用するブロック、また
は、擁壁の上部に使うブロックには、土圧がそれほど掛
からない。このようなブロックは、胴込めコンクリート
を打つ必要はないので、仕切板は用いずに、内部空間は
すべて石詰する。逆に、高い擁壁の下部のような、土圧
が極端に大きいところに用いる場合は、内部空間をすべ
て胴込めコンクリートで満たすようにしてもよく、この
ときも仕切板は必要ない。
[0007] Earth pressure is not so much applied to a block used for a low retaining wall or a block used for an upper part of the retaining wall. Such blocks do not need to be sunk in concrete, so that no internal partition is used and the entire interior space is packed with stone. Conversely, when used in places where the earth pressure is extremely large, such as the lower part of a high retaining wall, the entire interior space may be filled with stuffed concrete, and a partition plate is not necessary at this time.

【0008】このように、本発明によれば、連結壁に溝
を設けたので、それらの溝に仕切板を嵌め込んで内部空
間を前後に分けることができ、前の区画には石を詰めて
生物が生息できるようにし、後の区画にはコンクリート
を打設して、土圧に対する安定性を増すことができる効
果がある。
As described above, according to the present invention, since the connecting walls are provided with the grooves, the internal space can be divided into front and rear by fitting a partition plate into the grooves, and the front section is filled with stones. In this way, it is possible to increase the stability against earth pressure by placing concrete in the later section.

【0009】前壁は穴を穿設するか、前壁の高さを後壁
より小さくして、上下に隣接するブロックの前壁の間に
隙間ができるようにするとよい(請求項2)。こうすれ
ば、穴または隙間を通って石詰した区画に外気が通い、
中で動植物が生息でき、また、植物がその穴または隙間
から外に伸びて擁壁表面を覆うことができる。
The front wall is preferably provided with a hole or the height of the front wall is made smaller than that of the rear wall so that a gap is formed between the front walls of vertically adjacent blocks. In this way, open air can pass through the holes or gaps to the stowed area,
Animals and plants can inhabit therein, and the plants can extend out of the holes or gaps to cover the retaining wall surface.

【0010】前壁は表面に天然石の板を張り付けるよう
にしてもよい(請求項3)。こうすれば、擁壁に自然の
風合いを持たせることができる。
[0010] The front wall may be provided with a natural stone plate attached to its surface. This allows the retaining wall to have a natural texture.

【0011】[0011]

【発明の実施の形態】擁壁ブロック1はH型ブロックで
あって、図1に示すように、コンクリート一体成形品で
ある本体部2に表板3を取り付けて構成される。ブロッ
クの大きさは例えば、1250mm幅、750mm奥、500高さであ
る。本体部2は、後壁5から2枚の連結壁6が前方に突
き出ており、連結壁の先からそれぞれ前壁7が開くよう
に延びている。前壁は後壁より高さが小さく、ブロック
を積み上げたとき、前壁と前壁の間に隙間23ができる
ようになっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A retaining wall block 1 is an H-shaped block, and as shown in FIG. 1, is constituted by attaching a front plate 3 to a main body 2 which is a concrete molded product. The size of the block is, for example, 1250 mm width, 750 mm depth, and 500 height. The main body 2 has two connecting walls 6 protruding forward from the rear wall 5 and extends from the ends of the connecting walls such that the front walls 7 open. The front wall is smaller in height than the rear wall, and when the blocks are stacked, a gap 23 is formed between the front wall and the front wall.

【0012】前後の壁の間の空間を仕切板17で2つに
分けられるよう、連結壁6の各々の両面に、仕切板の縁
が嵌合する上下方向の溝9を設ける。
In order to divide the space between the front and rear walls into two by the partition plate 17, a vertical groove 9 in which the edge of the partition plate is fitted is provided on both surfaces of the connecting wall 6.

【0013】連結壁6の上面には凸部10を設け、下面
にはほぼ同形の凹部11を設ける。また、連結壁6に
は、溝9の前後に穴12を穿設する。
A projection 10 is provided on the upper surface of the connecting wall 6, and a recess 11 having substantially the same shape is provided on the lower surface. Holes 12 are formed in the connecting wall 6 before and after the groove 9.

【0014】表板3は、擁壁に自然の風合いを出すため
に、天然石(例えば、みかげ石)を用いる。天然石の代
わりに、コンクリート製の擬石または擬木を用いてもよ
い。表石3は前壁7に接着剤を用いて固定する。接着剤
の代わりに、ボルトを用いて表板を固定してもよい。こ
の場合は、前壁にナットを埋め込んでおいて、表板を貫
いてボルトの先をこのナットに螺合緊締する。表板3の
中央には穴13をあけておく。
The top plate 3 is made of natural stone (eg, granite) in order to give the retaining wall a natural texture. Instead of natural stone, a pseudo stone or pseudo wood made of concrete may be used. The face stone 3 is fixed to the front wall 7 using an adhesive. Instead of the adhesive, the top plate may be fixed using bolts. In this case, a nut is embedded in the front wall, and the tip of a bolt is screwed and tightened to the nut through the front plate. A hole 13 is made in the center of the front plate 3.

【0015】なお、擁壁にコンクリート面があらわれて
もよい場合は、図1に鎖線で示すように、左右の前壁7
を連結した形でブロックを一体成形し、表板3は用いな
い。
When a concrete surface may appear on the retaining wall, as shown by a chain line in FIG.
And the block is integrally formed, and the front plate 3 is not used.

【0016】使用するときは、図2〜図4に示すよう
に、基礎コンクリート15の上にブロック1を互い違い
に積み上げて行く。ブロック1の裏側には裏込め石16
を詰め込む。組積みに当たっては、下のブロックの凸部
10に上のブロックの凹部11を噛み合せるようにす
る。また、各ブロック内、および、隣のブロック同士の
間には、溝9に嵌め込むようにして仕切板(木製合板)
17を取り付ける。この仕切板で、ブロックの前後の壁
5、7で囲まれた空間を2つに分け、図3に示すよう
に、後側の区画には胴込めコンクリート20を打設し、
前側の区画には詰石(砕石または栗石)21をぎっしり
と充填する。仕切板17はそのまま嵌め殺しにする。な
お、擁壁の上部では、土圧が小さいので、仕切板17は
設けず、ブロック内の空間はすべて石詰にする。最後に
天端コンクリート22を打って完成である。
When used, the blocks 1 are alternately stacked on the foundation concrete 15 as shown in FIGS. Behind the block 1 is a backfill stone 16
Stuff. In stacking, the concave portion 11 of the upper block is engaged with the convex portion 10 of the lower block. Also, in each block and between adjacent blocks, a partition plate (wooden plywood) is fitted so as to be fitted in the groove 9.
17 is attached. With this partition plate, the space surrounded by the front and rear walls 5 and 7 of the block is divided into two, and as shown in FIG.
The front section is filled with a filling stone (crushed stone or chestnut stone) 21 tightly. The partition plate 17 is fitted and killed as it is. In addition, since the earth pressure is small above the retaining wall, the partition plate 17 is not provided, and the entire space in the block is packed with stones. Finally, the top concrete 22 is struck to complete.

【0017】このようにして作られた擁壁は、胴込めコ
ンクリートが充填されているので強度が高い。また、月
日が経つと、詰石21の間に動植物が棲み付き、前壁の
隙間23や穴13から植物25が伸び擁壁を覆うように
なる。
[0017] The retaining wall thus produced has a high strength because it is filled with the filling concrete. When the date has passed, animals and plants inhabit between the filling stones 21, and the plants 25 extend from the gaps 23 and the holes 13 in the front wall to cover the retaining wall.

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

【図1】 擁壁ブロックの斜視図である。。FIG. 1 is a perspective view of a retaining wall block. .

【図2】 ブロックを組積みした状体の斜視図である。FIG. 2 is a perspective view of a state in which blocks are stacked.

【図3】 擁壁の縦断面図である。FIG. 3 is a longitudinal sectional view of a retaining wall.

【図4】 擁壁の水平断面図である。FIG. 4 is a horizontal sectional view of a retaining wall.

【符号の説明】[Explanation of symbols]

1 擁壁ブロック 3 表板 5 後壁 6 連結壁 7 前壁 9 溝 13 穴 17 仕切板 20 胴込めコンクリート 21 詰石 23 隙間 DESCRIPTION OF SYMBOLS 1 Retaining wall block 3 Front plate 5 Rear wall 6 Connecting wall 7 Front wall 9 Groove 13 Hole 17 Partition plate 20 Packing concrete 21 Filling stone 23 Gap

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 ブロックの両端から内側に引っ込んだ位
置にある2枚の連結壁で前壁と後壁が結合されているH
型ブロックであって、両方の連結壁の両面に上下方向の
溝を形成し、対向する該溝の間に仕切板を嵌め込んで、
前後の壁で挟まれた空間を前後に分割するようにした擁
壁ブロック。
An H in which a front wall and a rear wall are connected by two connecting walls which are inwardly retracted from both ends of a block.
A mold block, forming vertical grooves on both surfaces of both connecting walls, and fitting a partition plate between the opposed grooves,
Retaining wall block that divides the space between the front and rear walls into front and rear.
【請求項2】 該前壁に穴を穿設するか、該前壁の高さ
を後壁より小さくして、上下に隣接するブロックの前壁
の間に隙間ができるようにした請求項1に記載の擁壁ブ
ロック。
2. The front wall is provided with a hole or the height of the front wall is made smaller than that of the rear wall, so that a gap is formed between the front walls of vertically adjacent blocks. Retaining wall block described in.
【請求項3】 該前壁が表面に天然石の表板を張り付け
たものである請求項1または2に記載の擁壁ブロック。
3. The retaining wall block according to claim 1, wherein the front wall has a natural stone top plate adhered to a surface thereof.
JP2000171172A 2000-06-07 2000-06-07 Retaining wall block Pending JP2001348890A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000171172A JP2001348890A (en) 2000-06-07 2000-06-07 Retaining wall block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000171172A JP2001348890A (en) 2000-06-07 2000-06-07 Retaining wall block

Publications (1)

Publication Number Publication Date
JP2001348890A true JP2001348890A (en) 2001-12-21

Family

ID=18673761

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000171172A Pending JP2001348890A (en) 2000-06-07 2000-06-07 Retaining wall block

Country Status (1)

Country Link
JP (1) JP2001348890A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010112156A (en) * 2008-10-11 2010-05-20 Toccon:Kk Retaining wall block for planting
KR101019514B1 (en) 2009-02-17 2011-03-07 (주) 선엔지니어링종합건축사사무소 Fence for landscape made into porous blocks with protruded planting space
JP2011047190A (en) * 2009-08-26 2011-03-10 Hakogata Yoheki Kenkyusho:Kk Retaining-wall block, parts for retaining wall, and retaining wall construction method
KR101089798B1 (en) * 2009-03-26 2011-12-12 합자회사 동서콘크리트 Reveting wall block
KR101196485B1 (en) 2010-10-20 2012-11-01 (주) 에코월드 Plantable block
JP6089351B1 (en) * 2016-10-21 2017-03-08 大幸商事株式会社 Installation method of stone stone panel, stone stone panel set and stone wall
JP2018066254A (en) * 2016-10-21 2018-04-26 大幸商事株式会社 Stone wall, flagstone panel, flagstone panel set and method for installing stone wall

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010112156A (en) * 2008-10-11 2010-05-20 Toccon:Kk Retaining wall block for planting
KR101019514B1 (en) 2009-02-17 2011-03-07 (주) 선엔지니어링종합건축사사무소 Fence for landscape made into porous blocks with protruded planting space
KR101089798B1 (en) * 2009-03-26 2011-12-12 합자회사 동서콘크리트 Reveting wall block
JP2011047190A (en) * 2009-08-26 2011-03-10 Hakogata Yoheki Kenkyusho:Kk Retaining-wall block, parts for retaining wall, and retaining wall construction method
KR101196485B1 (en) 2010-10-20 2012-11-01 (주) 에코월드 Plantable block
JP6089351B1 (en) * 2016-10-21 2017-03-08 大幸商事株式会社 Installation method of stone stone panel, stone stone panel set and stone wall
JP2018066225A (en) * 2016-10-21 2018-04-26 大幸商事株式会社 Flagstone panel, flagstone panel set, and method for installing stone wall
JP2018066254A (en) * 2016-10-21 2018-04-26 大幸商事株式会社 Stone wall, flagstone panel, flagstone panel set and method for installing stone wall

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