JP2001254338A - Concrete retaining wall - Google Patents

Concrete retaining wall

Info

Publication number
JP2001254338A
JP2001254338A JP2000070377A JP2000070377A JP2001254338A JP 2001254338 A JP2001254338 A JP 2001254338A JP 2000070377 A JP2000070377 A JP 2000070377A JP 2000070377 A JP2000070377 A JP 2000070377A JP 2001254338 A JP2001254338 A JP 2001254338A
Authority
JP
Japan
Prior art keywords
wall
retaining wall
space
concrete retaining
concrete
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
JP2000070377A
Other languages
Japanese (ja)
Other versions
JP3401677B2 (en
Inventor
Takashi Tanahashi
棚橋  尚
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.)
Maruei Concrete Industry Co Ltd
Original Assignee
Maruei Concrete Industry Co Ltd
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 Maruei Concrete Industry Co Ltd filed Critical Maruei Concrete Industry Co Ltd
Priority to JP2000070377A priority Critical patent/JP3401677B2/en
Publication of JP2001254338A publication Critical patent/JP2001254338A/en
Application granted granted Critical
Publication of JP3401677B2 publication Critical patent/JP3401677B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a concrete retaining wall capable of harmonizing with nature by making an optimum habitat space for plants, small animals and other living things in the inner spaces inside stacked blocks. SOLUTION: A coupling wall is provided between a front wall and a rear wall having notched portions at the rear face of the top end portion and the surface of the bottom end, thereby the blocks laid forming a space portion communicating up to down and right to left are connected together so as to form water passing holes in up-down direction by each notch portion, and vegetation soil is filled in the spaces and the concrete retaining wall is constructed.

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】本発明は、護岸などのために
多数の積みブロックを積上げることにより形成してなる
コンクリート擁壁に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete retaining wall formed by stacking a number of building blocks for revetment or the like.

【0002】[0002]

【従来の技術】従来から、海岸や川岸などの土が波や水
流によって浸蝕されて変形し、その変形による不測の事
故が生ずることを防止するために、海岸や川岸の浸蝕さ
れやすい箇所に予め多数の積みブロックを敷設すること
が行われてきた。この積みブロックの内部の空間は、そ
のまま放置されることなく、土砂等を詰めて植物や小動
物などの生物の生息空間とすることにより自然の状態に
近づける努力がなされている。
2. Description of the Related Art Conventionally, in order to prevent the seashore or riverbank from being eroded and deformed by waves or water currents and causing unexpected accidents due to the deformation, the seashore or riverbank must be eroded in advance. It has been practiced to lay a large number of building blocks. Efforts have been made to make the space inside the stacking block close to the natural state by filling it with earth and sand or the like and making it a habitat for living things such as plants and small animals without being left as it is.

【0003】しかしながら、従来の積みブロックにおけ
る内部の空間に装填された土砂等には降水による雨水な
どの水分が適度に供給されないため、前記空間の土砂等
の領域は植物や小動物などの生物が生息するには適切な
環境ではなかった。このため、植物や小動物などの生物
がほとんど生息できない積みブロックは、周囲の自然界
から遊離し、しかも、いかにも人工的な感じを与えてし
まい、自然との調和がはかりにくいものであった。
[0003] However, since the soil and the like loaded in the internal space of the conventional stacking block are not appropriately supplied with water such as rainwater due to precipitation, the area of the soil and the like in the space inhabits living things such as plants and small animals. It was not the right environment to do. For this reason, a pile block in which organisms such as plants and small animals can hardly inhabit is released from the surrounding natural world and gives an artificial feeling, and it is difficult to achieve harmony with nature.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記のよう
な従来の欠点を改善して、護岸用あるいは山の土砂の落
下防止用としての優れた機能を保有するとともに積みブ
ロックの内部の空間を植物や小動物などの生物の最適な
生息領域とすることによって、自然との調和を図ること
ができるコンクリート擁壁の提供を目的とするものであ
る。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned conventional drawbacks and has an excellent function for revetment or for preventing falling of earth and sand from a mountain, and also has a space inside a stacking block. It is an object of the present invention to provide a concrete retaining wall that can achieve harmony with nature by setting the area as an optimal habitat for living things such as plants and small animals.

【0005】[0005]

【課題を解決するための手段】本発明は、かかる目的を
達成するものであって、上端部の裏面および下端の表面
に切欠部を有する前壁と後壁との間に連結壁を備えるこ
とにより、上下左右に連通する空間部を形成した積みブ
ロックを、前記各切欠部により上下方向の通水孔を形成
するように連設して前記空間部に植生土を詰めて形成し
たコンクリート擁壁である。また、前記積みブロックの
対向する前壁と後壁とは同形の長方形状をなしており、
連設した際に互いに密接状態となることが望ましい。
SUMMARY OF THE INVENTION The present invention achieves the above object and has a connecting wall between a front wall and a rear wall having cutouts in the back surface of the upper end and the surface of the lower end. A concrete retaining wall formed by arranging a stack of blocks forming a space communicating vertically and horizontally so as to form a water hole in the vertical direction by the cutouts and filling the space with vegetation soil. It is. The opposing front wall and rear wall of the stacking block have the same rectangular shape,
It is desirable that they be in close contact with each other when they are continuously provided.

【0006】[0006]

【発明の実施の形態】以下、図面により本発明のコンク
リート擁壁に係る一実施例について詳述する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a concrete retaining wall according to an embodiment of the present invention.

【0007】図1は、本発明のコンクリート擁壁に使用
されるコンクリート製の積みブロック10の正面図であ
って、この積みブロック10は長方形状で同大の前壁2
0および後壁30とこれら両壁20、30を橋絡する連
結壁40、40とから構成されている。
FIG. 1 is a front view of a concrete building block 10 used for a concrete retaining wall according to the present invention. The building block 10 is a rectangular front wall 2 of the same size.
0 and a rear wall 30 and connecting walls 40, 40 bridging the two walls 20, 30.

【0008】前記前壁20は、コンクリートなどを主材
として形成したコンクリート層21と、自然との調和を
はかるために複数の自然石または自然石風の凝石22、
22を不規則に配設した表面層23とから形成される。
そして、各自然石などの配設間隙の適所には、所望数の
貫通孔24、24が形成され、植栽のほか過剰の雨水の
流出や動植物への適度の酸素の供給を可能にする。ま
た、前記前壁20の上端の裏面と下端の表面の適所には
複数の斜め切欠部25、26が夫々形成されている。こ
のような前壁20は、間隔を空けて位置する複数の連結
壁40、40を介して後壁30と連通しており、しかも
前記連結壁40、40は、下端突部41、41が形成さ
れるように、前・後壁20、30の底辺から突出される
とともに、その上端部42、42が前・後壁20、30
の中途部に位置している。
The front wall 20 includes a concrete layer 21 mainly made of concrete or the like, and a plurality of natural stones or natural stone-like cobbles 22 for harmonizing with nature.
22 is formed from a surface layer 23 having irregularly arranged portions.
In addition, a desired number of through holes 24 are formed at appropriate places in the disposition gap of each natural stone or the like, which enables not only planting but also running out of excess rainwater and supplying an appropriate amount of oxygen to animals and plants. In addition, a plurality of oblique cutouts 25 and 26 are formed at appropriate positions on the rear surface at the upper end and the surface at the lower end of the front wall 20, respectively. The front wall 20 communicates with the rear wall 30 via a plurality of connection walls 40, 40 that are spaced apart from each other, and the connection walls 40, 40 are formed with lower end protrusions 41, 41. So as to project from the bottoms of the front and rear walls 20 and 30, and the upper ends 42 and 42 thereof
It is located on the way.

【0009】図2は、図1に示した積みブロック10の
平面図であって、斜め切欠部25、26を有する前壁2
0と後壁30とが2枚の連結壁40、40で橋絡され、
2つの側部空間部50、50と中央空間部60が形成さ
れている。
FIG. 2 is a plan view of the stacking block 10 shown in FIG. 1 and shows a front wall 2 having oblique cutouts 25 and 26.
0 and the rear wall 30 are bridged by two connecting walls 40, 40,
Two side spaces 50, 50 and a center space 60 are formed.

【0010】図3は、図1に示した積みブロック10の
側面図であって、斜め切欠部25、26を有する前壁2
0と後壁30間に橋絡された連結壁40、40は、前・
後壁20、30間において、前・後壁20、30の下端
から一部突出されるとともに、前・後壁20、30の中
途部に達しており、前記連結壁40、40の上端部4
2、42から上方に形成される上部空間部70は各空間
部(図2の符号50、60を参照。)に連通している。
FIG. 3 is a side view of the stacking block 10 shown in FIG. 1, showing a front wall 2 having oblique cutouts 25 and 26.
The connecting walls 40, 40 bridged between the rear wall 30 and the front wall 30
Between the rear walls 20, 30, part of the front and rear walls 20, 30 protrude from the lower ends thereof, and reach the middle of the front and rear walls 20, 30.
The upper space 70 formed above the second and the second 42 communicates with each space (see reference numerals 50 and 60 in FIG. 2).

【0011】ここで、縦断面図である図4に示したコン
クリート擁壁Wを、上記図1〜図3に示したコンクリー
ト製の積みブロック10を用いて構築する方法について
詳述する。
Here, a method of constructing the concrete retaining wall W shown in FIG. 4 which is a longitudinal sectional view using the concrete building block 10 shown in FIGS. 1 to 3 will be described in detail.

【0012】予め、海岸や河岸の所望領域を斜面Aとな
し、その底部A1近傍に基礎材Bを介した基礎コンクリ
ート(必要により、鉄筋を植設して置いてもよい。)C
を構築しておき、前記斜面Aに沿って裏込め材Dを敷設
する。
A desired area on the shore or riverbank is defined as a slope A in advance, and foundation concrete C (if necessary, a reinforcing bar may be planted and placed) near a bottom A1 through a foundation material B.
And a backfill material D is laid along the slope A.

【0013】次に、基礎コンクリートCに第1段ブロッ
ク列10Aを構築することとなるが、この際、前壁20
が表になるように注意しながら、多数の積みブロック1
0を基礎コンクリートC上に横方向に載置した後、各積
みブロック10、10の各空間部(図2,図3の符号5
0、60、70参照。)に間詰コンクリートC1を投入
して固化させるものである。このようにして基礎コンク
リートCへ第1段ブロック列10Aを構築した後に、第
1段ブロック列10Aの形成要素である各積みブロック
10、10に新たな積みブロック10、10を順次に載
置して行くが、この載置時には連結壁40、40の下端
突部41、41が積みブロック10、10の上端部内に
嵌合されるため、載置される積みブロック10、10が
確実に位置決めされる。そして、各積みブロック10、
10の側部空間部(図2の符号50、50を参照。)と
中央空間部(図2の符号60を参照。)に間詰土である
礫Eを埋め込み、更に該礫E上から各積みブロック1
0、10の上部空間部(図3の符号70を参照。)に流
用土である土Fを埋め込んで引き均しすることにより、
第2段ブロック列10Bを構築する。この第2段ブロッ
ク列10Bの構築後は、該第2段ブロック列10Bの構
築手順を採用しながら、第3段以後のブロック列10
C、10D、10Eを構築して行き、最上段のブロック
列10Eの構築後には、該ブロック列10Eにおける各
積みブロック10、10の上部を被覆するようにスラブ
(例えば、植生ブロック用スラブ。)Gを結合し、更
に、天端コンクリート、土砂等Hを敷設して擁壁の構築
を終了する。
Next, the first-stage block row 10A is to be constructed on the foundation concrete C.
While paying attention to the front, many stacking blocks 1
0 is placed on the foundation concrete C in the horizontal direction, and then each space portion of each of the building blocks 10 and 10 (reference numeral 5 in FIGS. 2 and 3)
See 0,60,70. The solidified concrete C1 is added to the solidified concrete (1). After the first-stage block row 10A is constructed on the foundation concrete C in this manner, new pile blocks 10 and 10 are sequentially placed on the pile blocks 10 and 10 which are the forming elements of the first-stage block row 10A. However, the lower end projections 41, 41 of the connecting walls 40, 40 are fitted into the upper ends of the stacking blocks 10, 10, so that the stacked blocks 10, 10 to be mounted are securely positioned. You. And each stacking block 10,
Gravel E as filling material is buried in the side space portion 10 (see reference numerals 50 and 50 in FIG. 2) and the central space portion (see reference numeral 60 in FIG. 2). Stacking block 1
By embedding soil F, which is diversion soil, in the upper space portions of 0 and 10 (see reference numeral 70 in FIG. 3) and leveling,
The second-stage block row 10B is constructed. After the construction of the second-stage block row 10B, the third and subsequent block rows 10B are constructed while adopting the construction procedure of the second-stage block row 10B.
C, 10D, and 10E are constructed, and after the uppermost block row 10E is constructed, a slab (for example, a slab for a vegetation block) is formed so as to cover an upper portion of each of the stacked blocks 10 and 10 in the block row 10E. G is connected, and furthermore, H such as top concrete, earth and sand is laid, and the construction of the retaining wall is completed.

【0014】このようなコンクリート擁壁は、各積みブ
ロック10、10の前壁20、20に有する斜め切欠部
25、26によって形成された多くの斜め通水孔27、
27を備えており、該斜め通水孔27、27を介して植
栽する。例えば、降雨時に、雨水が各積みブロック1
0、10の表面を伝って流れ下るか直に斜め通水孔2
7、27に導かれ、各積みブロック10、10の空間部
の土等に取り込まれて、植物や小動物等の生物の生息に
必要な水分が確保される。また、連結壁40、40の上
端部42、42が前・後壁20、30の中途部に位置し
ているため、内部へ植生土を充填した際の転圧が容易で
あり、隣接する前壁同士、後壁同士が接触するように敷
設されるため、コンクリート擁壁としての機能を充分に
奏することができるとともに、植生土を長期間にわたっ
て保持することが可能であり、この際に使用する植生土
は、植物や小動物が育成されるものであれば、いかなる
ものでもよく、客土、砕石などの各種の土砂類のほか、
植生土のう、やし繊維等も適宜組み合わせて使用するこ
とができる。特に、水衝部には砕石等や植生土のう、や
し繊維等が好適であり、非水衝部には、土砂等が好適で
ある。更に、通水孔27が上下方向に形成されているの
で、植生土の流出を防止しながら、植物の種や小動物の
進入を可能にするとともに、雨水の取り込みが可能であ
るので、植物や小動物などの育成に好適な程度に植生土
の水分を保持することが可能である。このため、通水孔
27に沿って植物が成長してコンクリート擁壁前面に植
物が繁茂することとなり、自然に近い景観を保持するこ
とができるとともに、魚類や鳥類などの生物の餌を供給
することができ、自然との一層の調和が図れることとな
る。
Such a concrete retaining wall has a large number of diagonal water holes 27, formed by diagonal cutouts 25, 26 provided in the front walls 20, 20 of the respective building blocks 10, 10.
27, and plants are planted through the oblique water holes 27, 27. For example, at the time of rainfall, the rainwater
Water flow hole 2 flowing down or directly down the surface of 0, 10
The water is guided to 7, 27, and taken into the soil or the like in the space of each of the building blocks 10, 10 to secure the water necessary for the inhabitation of living things such as plants and small animals. In addition, since the upper end portions 42, 42 of the connecting walls 40, 40 are located in the middle of the front and rear walls 20, 30, it is easy to compact the vegetation soil into the inside thereof, so that the inside of the front and rear walls 20, 30 is easy. Since the walls are laid so that the rear walls are in contact with each other, the function as a concrete retaining wall can be sufficiently exhibited, and the vegetation soil can be held for a long period of time. The vegetation soil may be of any type as long as plants and small animals are bred.
Vegetable soil, palm fiber, etc. can also be used in appropriate combination. In particular, crushed stones, vegetation soil, palm fiber, and the like are suitable for the water colliding section, and soil and the like are preferable for the non-water colliding section. Furthermore, since the water holes 27 are formed in the vertical direction, it is possible to prevent the outflow of vegetation soil, to allow the invasion of plant species and small animals, and to take in rainwater. It is possible to maintain the water content of the vegetation soil to a degree suitable for growing such as. For this reason, the plants grow along the water holes 27, and the plants thrive on the front surface of the concrete retaining wall, so that a landscape close to nature can be maintained, and food for living things such as fish and birds is supplied. And achieve greater harmony with nature.

【0015】以上、本発明の実施形態について詳述した
が、本発明は前記実施形態に限定されるものではなく、
特許請求の範囲に記載された本発明の精神を逸脱するこ
となく設計において種々の変更ができるものである。例
えば、本発明に採用される積みブロックの切欠部の断面
形状を斜め切欠部とする記載としたが、切欠部同士によ
り形成される通水孔が雨水等の積極的な導入を図れれば
よいことから、前記切欠部の断面形状が方形状、湾曲状
等であっても差し支えない。また、積みブロックへの投
入対象を礫、土等と記載としたが、下方から上方へ水中
擁壁部分、植生擁壁部分、路側擁壁部分の順に構築され
る海岸や川岸のコンクリート擁壁にあっては、水中擁壁
部分に砕石等を投入し、かつ、路側擁壁部分に土砂等を
投入すると良く、更に、連結壁を2個と記載としたが、
これに限るものではない。
Although the embodiments of the present invention have been described in detail, the present invention is not limited to the above embodiments.
Various changes in design may be made without departing from the spirit of the invention as set forth in the appended claims. For example, although the cross-sectional shape of the notch of the stacking block adopted in the present invention is described as an oblique notch, the water holes formed by the notches can positively introduce rainwater or the like. Therefore, the cross-sectional shape of the notch may be rectangular, curved, or the like. In addition, the target to be input to the pile block is described as gravel, soil, etc., but from the bottom up, the underwater retaining wall, the vegetation retaining wall, and the roadside retaining wall are constructed in the order of the concrete retaining wall on the coast or riverbank. It is good to put crushed stones etc. into the underwater retaining wall part, and to put earth and sand etc. into the roadside retaining wall part, and furthermore, it is stated that there are two connecting walls,
It is not limited to this.

【0016】[0016]

【発明の効果】以上の説明から明らかなように、本発明
のコンクリート擁壁は、護岸用あるいは山の土砂の落下
防止用としての優れた機能を有するのみならず、雨水等
の積極的な導入を図り得る通水孔が備えられた積みブロ
ックを採用して、積みブロックの内部の空間を植物や小
動物などの生物の最適な生息空間とすることにより、外
面に植物を繁茂させ、自然に近い景観を保持することが
できるとともに、魚類や鳥類などの生物の餌を供給する
ことができ、自然との一層の調和を図ることを可能とす
るものである。
As is apparent from the above description, the concrete retaining wall of the present invention not only has an excellent function for revetment or for preventing the fall of mountain soil, but also actively introduces rainwater and the like. By adopting a stacking block with water holes that can be used as an optimal space for living things such as plants and small animals, the interior space of the stacking block makes plants flourish on the outer surface and is close to nature The landscape can be maintained, and food for organisms such as fish and birds can be supplied, thereby enabling further harmony with nature.

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

【図1】本発明のコンクリート擁壁を形成する積みブロ
ックの正面図である。
FIG. 1 is a front view of a building block forming a concrete retaining wall of the present invention.

【図2】図1に示した積みブロックの平面図である。FIG. 2 is a plan view of the stacking block shown in FIG.

【図3】図1に示した積みブロックの側面図である。FIG. 3 is a side view of the stacking block shown in FIG. 1;

【図4】図1の積みブロックを採用して構築した本発明
のコンクリート擁壁の縦断面図である。
FIG. 4 is a longitudinal sectional view of a concrete retaining wall of the present invention constructed by employing the building block of FIG. 1;

【符号の説明】[Explanation of symbols]

W コンクリート擁壁 10:積みブロック 20:前壁 21 コンクリート層 22 自然石または自然石風の凝石 23 表面層 24 貫通孔 25、26 切欠部 27 通水孔 30 後壁 40 連結壁 50、60、70 空間部 W concrete retaining wall 10: pile block 20: front wall 21 concrete layer 22 natural stone or natural stone-like cobblestone 23 surface layer 24 through hole 25, 26 notch 27 water flow hole 30 rear wall 40 connecting wall 50, 60, 70 space

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 上端部の裏面および下端の表面に切欠部
を有する前壁と後壁との間に連結壁を備えることによ
り、上下左右に連通する空間部を形成した積みブロック
を、前記各切欠部により上下方向の通水孔を形成するよ
うに連設して前記空間部に土砂や砕石等を詰めてなるこ
とを特徴とするコンクリート擁壁。
1. A stacking block comprising a connecting wall between a front wall and a rear wall having a cutout on the back surface of the upper end and the surface of the lower end to form a space communicating vertically and horizontally. A concrete retaining wall characterized in that the space is filled with earth and sand, crushed stone, or the like, and the space is continuously provided so as to form a vertical water hole by a notch.
JP2000070377A 2000-03-14 2000-03-14 Concrete retaining wall Expired - Fee Related JP3401677B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006214137A (en) * 2005-02-03 2006-08-17 Kyowa Concrete Industry Co Ltd Blocks for revetment
CN110258452A (en) * 2019-06-11 2019-09-20 安徽省中功立业建设工程有限责任公司 A kind of impervious watertight structure in hydraulic and hydroelectric engineering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006214137A (en) * 2005-02-03 2006-08-17 Kyowa Concrete Industry Co Ltd Blocks for revetment
CN110258452A (en) * 2019-06-11 2019-09-20 安徽省中功立业建设工程有限责任公司 A kind of impervious watertight structure in hydraulic and hydroelectric engineering

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JP3401677B2 (en) 2003-04-28

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