JPH06341153A - Earth retaining wall for tree-planting - Google Patents

Earth retaining wall for tree-planting

Info

Publication number
JPH06341153A
JPH06341153A JP14977593A JP14977593A JPH06341153A JP H06341153 A JPH06341153 A JP H06341153A JP 14977593 A JP14977593 A JP 14977593A JP 14977593 A JP14977593 A JP 14977593A JP H06341153 A JPH06341153 A JP H06341153A
Authority
JP
Japan
Prior art keywords
slab
earth retaining
soil
retaining
stage
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
JP14977593A
Other languages
Japanese (ja)
Inventor
Yukio Masuda
幸雄 増田
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.)
Maeda Corp
Original Assignee
Maeda 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 Maeda Corp filed Critical Maeda Corp
Priority to JP14977593A priority Critical patent/JPH06341153A/en
Publication of JPH06341153A publication Critical patent/JPH06341153A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To enable planting of middle or high trees. CONSTITUTION:An earth retaining slab 2 for the lower stage is erected perpendicularly at the edge of the front face of a horizontal bottom slab 1 and a plurality of buttresses 4 are fixed at every equal interval, between the bottom slab 1 and the earth retaining slab 2 of the lower stage so as to cross in right angles with them. A first stage upper earth retaining slab 6 is penetrated in the middle of respective buttreses 4 and a second stage upper earth retaining slab 7 is fixed on the buttresses 4. The lowermost end 6a of the first stage upper earth retaining slab 6 is positioned lower than the uppermost edge 28 of the lower stage slab 2 and also the lowermost end 7a of the second stage upper earth retaining slab 7 is positioned lower than the uppermost end 6b of the first stage upper earth retaining slab 6. The upper earth retaining slabs 6, 7 are superposed vertically. Planting spaces 8 are arranged between the lower stage slab 2 and the first stage upper slab 6 and further, the first stage upper slab 6 and the second stage upper slab 7 respectively and they are connected and fixed as a unit to form the earth retaining wall A.

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、中、高木の植栽が可能
な緑化用土留め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 an earth retaining wall for greening, which enables planting of middle and high trees.

【0002】[0002]

【従来の技術】従来、緑化可能な土留め擁壁としては、
法面土留め擁壁と各種緑化土留めコンクリートブロック
擁壁が知られていた。
2. Description of the Related Art Conventionally, as earth retaining walls that can be planted green,
Slope retaining wall and various types of green retaining concrete block retaining walls were known.

【0003】[0003]

【発明が解決しようとする課題】前記従来擁壁のうち、
法面土留め擁壁は一般に法面の傾斜が緩く、土留め上部
の利用土地が狭くなるという問題点があった。
Among the conventional retaining walls,
The slope retaining wall has a problem that the slope of the slope is generally gentle and the land used above the retaining wall becomes narrow.

【0004】また、各種緑化土留めコンクリートブロッ
ク擁壁は一般にコンクリートブロックの大きさの制約か
ら、植栽可能な植物が低木に限られ、中、高木を植栽す
ることは困難であり、規模が大きく、勾配が大きい土留
めを緑化することは困難であるという問題点があった。
[0004] In addition, various kinds of green soil retaining concrete block retaining walls are generally limited to shrubs because of the size of the concrete blocks, and it is difficult to plant middle and high trees. There is a problem that it is difficult to reveal large and large slopes.

【0005】本発明は、前記従来の問題点を解決すべく
なしたもので、中、高木を植栽することを可能とすると
共に、規模が大きく、勾配が大きい土留めを緑化するこ
とができる緑化用土留め擁壁を提供しようとするもので
ある。
The present invention has been made to solve the above-mentioned conventional problems, and enables middle and high trees to be planted, and can also be used for greening earth retaining walls having a large scale and a large slope. It intends to provide a retaining wall for earth retaining soil.

【0006】[0006]

【課題を解決するための手段】本発明は、複数枚の土留
版が、最下段より上方に行くに従い植栽に必要な間隔部
を有して後退して複数段に亘ってそれぞれ鉛直方向に重
なって配設され、且つ上段の土留版の下端は下段の土留
版の上端より下方に位置すると共に、前記各土留版は共
通の擁壁によって支持固定されるという手段、または、
複数枚の土留版が、最下段より上方に行くに従い植栽に
必要な間隔部を有して後退して複数段に亘ってそれぞれ
鉛直方向に重なって配設され、且つ上段の土留版の下端
は下段の土留版の上端より下方に位置すると共に、前記
各土留版は共通の擁壁と、互いに相隣れる土留版を連結
する補強梁によって支持固定されるという手段、を採用
することにより、上記問題点を解決した。
According to the present invention, a plurality of earth retaining plates are retreat with a space necessary for planting as they go up from the bottommost stage, and are retreated in the vertical direction over a plurality of stages. Means that are arranged in an overlapping manner, and the lower end of the upper soil retaining plate is located below the upper end of the lower soil retaining plate, and each said soil retaining plate is supported and fixed by a common retaining wall, or
A plurality of soil retaining plates are arranged so as to go upward from the lowermost stage with a space necessary for planting and recede to overlap vertically in multiple stages, and the lower end of the upper retaining plate Is located below the upper end of the lower retaining plate, and by adopting a means that each retaining plate is supported and fixed by a common retaining wall and a reinforcing beam connecting adjacent retaining plates, The above problems were solved.

【0007】[0007]

【作用】上記構成より成る本発明によれば、各土留版
が、植栽可能な間隔部を有して複数段に亘ってそれぞれ
鉛直方向に重なって配設され、各土留版により背面の土
が支えられると共に、各間隔部内の土が深く形成され
る。また、上段の土留版の下端が下段の土留版の上端よ
り下方に位置して裏込め土の崩壊、陥没、流出が阻止さ
れる。
According to the present invention having the above-mentioned structure, the soil retaining plates are arranged in a vertically overlapping manner in a plurality of steps with a spacing portion capable of being planted. Is supported, and the soil in each space is deeply formed. Further, the lower end of the upper soil retaining plate is located below the upper end of the lower soil retaining plate to prevent the backfill soil from collapsing, collapsing and flowing out.

【0008】[0008]

【実施例】本発明の実施の一例を図面に基づいて説明す
る。図1は3段の土留版より成る本発明擁壁を前面側か
ら見た斜視図であり、また図2は同背面側から見た斜視
図であって、本発明擁壁Aは次のように構成されてい
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a perspective view of a retaining wall of the present invention composed of three-tiered retaining plates as viewed from the front side, and FIG. 2 is a perspective view of the retaining wall as viewed from the rear side thereof. Is configured.

【0009】すなわち、水平な底版1の前面側端縁に高
さの低い下段土留版2が直角に立設固定され、背面側に
テーパー面3を有する直角三角形状の扶壁4を複数枚等
間隔で、底版1と下段土留版2とに直交して固定すると
共に、前記下段土留版2の上方部より等間隔で一定長さ
の複数本の補強梁5を水平に背面側へ突設し、且つ該各
補強梁5の背面側端縁に、前記各扶壁4のテーパー面3
と平行になるよう前記各扶壁4の中間部を貫通した第1
段目の上段土留版6の前面側下方部を固定し、更に前記
第1段目の上段土留版6の上方部より等間隔で一定長さ
の複数本の補強梁5を水平に背面側へ突設し、且つ該補
強梁5の背面側端縁に、前記各扶壁4のテーパー面3上
に固定された第2段目の上段土留版7の前面側下方部を
固定すると共に、前記第1段目の上段土留版6の下端6
aを下段土留版2の上端2aより下方位置に、また第2
段目の上段土留版7の下端7aを第1段目の上段土留版
6の上端6bより下方位置にそれぞれ位置せしめて、第
1,第2段目の上段土留版6,7を互いに平行に下段土
留版2に対して傾斜させて鉛直方向に重なって配設し、
且つ下段土留版2と第1段目の上段土留版6間および第
1段目の上段土留版6と第2段目の上段土留版7間に夫
々植栽可能な間隔部8を有して一体的に連結固定して、
擁壁Aが形成されている。
That is, a lower earth retaining plate 2 having a low height is vertically erected on the front side edge of a horizontal bottom slab 1, and a plurality of right-angled triangular ridge walls 4 having a tapered surface 3 on the back side are provided. The bottom slab 1 and the lower slab 2 are fixed orthogonally to each other at intervals, and a plurality of reinforcing beams 5 of a constant length are horizontally projected from the upper portion of the lower slab 2 to the rear side. Further, the taper surface 3 of each of the ridge walls 4 is provided on the rear side edge of each reinforcing beam 5.
1st which penetrated the middle part of each said pallet wall 4 so that it may become parallel to
The lower part on the front side of the upper soil retaining plate 6 of the first stage is fixed, and further, a plurality of reinforcing beams 5 of a constant length are evenly spaced from the upper portion of the upper soil retaining plate 6 of the first stage to the rear side horizontally. The lower part of the front side of the second upper stage soil retaining plate 7 fixed to the tapered surface 3 of each of the ridge walls 4 is fixed to the rear side edge of the reinforcing beam 5, and Lower end 6 of the first upper soil retaining plate 6
a below the upper end 2a of the lower soil retaining plate 2 and
The lower end 7a of the upper soil retaining plate 7 of the first stage is positioned below the upper end 6b of the upper soil retaining plate 6 of the first stage, and the upper soil retaining plates 6, 7 of the first and second stages are made parallel to each other. Inclining with respect to the lower soil retaining plate 2 and arranging so as to overlap in the vertical direction,
In addition, there is a space 8 which can be planted between the lower soil retaining plate 2 and the first upper soil retaining plate 6 and between the first upper soil retaining plate 6 and the second upper soil retaining plate 7. By connecting and fixing together,
A retaining wall A is formed.

【0010】次に実施例の作用について説明する。植栽
をなす施工現場において本発明擁壁A全体を施工しても
よいし、またはその全部あるいはその一部を工場等で製
造しておき施工現場において組立てて、擁壁Aを植栽面
に取付け、図4に示すように間隔部8内に土9を埋込
み、然る後前記各間隔部8内に木10を植栽する。本発
明擁壁Aによれば擁壁Aの前面勾配を緩くしないで土留
めをすることが可能となり、間隔部8内の土9が深く形
成されるため、根が深くなる中、高木10の植栽が可能
である。更に、各土留版は土留背面に向かって下方が後
退しているので、土留版上部を鉛直線上に揃えれば鉛直
土留となり、必要に応じて後方に勾配を付けたり、前方
に勾配を付けたりした土留の施工が可能である。
Next, the operation of the embodiment will be described. The retaining wall A of the present invention may be entirely constructed at a construction site where planting is performed, or all or a part of the retaining wall A may be manufactured in a factory and assembled at the construction site, and the retaining wall A is used as a planting surface. After installation, as shown in FIG. 4, soil 9 is embedded in the gaps 8, and then trees 10 are planted in the gaps 8. According to the retaining wall A of the present invention, soil retaining can be performed without loosening the frontal slope of the retaining wall A, and the soil 9 in the spacing portion 8 is deeply formed. It can be planted. Further, since each soil retaining plate is recessed downward toward the rear surface of the soil retaining plate, if the upper portion of the soil retaining plate is aligned with the vertical line, it becomes a vertical soil retaining system. Soil retention can be done.

【0011】前記下段土留版2および第1,第2段目の
上段土留版6,7はそれぞれ背面の土を支えられる強度
のものであればよく、その形状、表面の仕上げは自由で
あり、中段に位置する土留版の数は問わない。更に、各
土留版の形状、位置、傾斜の程度、数は擁壁の安定、強
度、耐久性等の必要要件を充たしておれば、これを問わ
ない。
The lower soil retaining plate 2 and the first and second upper soil retaining plates 6 and 7 may be of any strength so long as they can support the soil on the back surface, and their shape and surface finish are arbitrary. The number of earth retaining plates located in the middle tier does not matter. Further, the shape, position, degree of inclination, and number of each earth retaining plate are not limited as long as the requirements such as stability, strength and durability of the retaining wall are satisfied.

【0012】また、第1段目の上段土留版6の下端6a
は下段土留版2の上端2aより下方位置に、また第2段
目の上段土留版7の下端7aは第1段目の上段土留版6
の上端6bより下方位置になるよう夫々配設されている
が、その位置は第1,第2段目の上段土留版6,7によ
って支えられている背面の土9が、その重量と擁壁上部
の地面11に載置される荷重により、下段土留版2と第
1段目の上段土留版6間および第1段目の上段土留版6
と第2段目の上段土留版7間の間隔部8の土9を崩壊、
隆起、流出させないよう充分抵抗できる位置にする必要
がある。そして、この抵抗を大きくするため、崩壊、隆
起、流出しにくい補強裏込材料12を用いたり、補強梁
5を設けることは背面の土9の土質や構造的バランスを
考慮して行う。
Further, the lower end 6a of the first upper upper soil retaining plate 6
Is lower than the upper end 2a of the lower soil retaining plate 2, and the lower end 7a of the second upper soil retaining plate 7 is the upper upper soil retaining plate 6 of the first stage.
Are arranged so as to be located below the upper end 6b of each of the above, but at that position, the soil 9 on the back side supported by the upper soil retaining plates 6 and 7 of the first and second stages is the weight and the retaining wall. Due to the load placed on the upper ground 11, the space between the lower soil retaining plate 2 and the first upper soil retaining plate 6 and the first upper soil retaining plate 6
And the soil 9 in the space 8 between the second upper soil retaining plate 7 and
It is necessary to have a position where it can sufficiently resist so that it does not rise or flow out. Then, in order to increase this resistance, the reinforcement backing material 12 that is hard to collapse, rise, and flow out or the reinforcement beam 5 is provided in consideration of the soil quality and the structural balance of the soil 9 on the back surface.

【0013】更に、扶壁4は、底版1、下段土留版2、
第1段目の上段土留版6および第2段目の上段土留版7
とを繋いで擁壁Aを安定させ、下段土留版2、第1,第
2段目の上段土留版6,7の支点となって下段土留版2
および第1,第2段目の上段土留版6,7を支えるもの
である。そして、この扶壁4の数は擁壁Aの大きさに適
合する数であればよく、その数を限定する必要はなく、
更に扶壁4の形も擁壁Aの強度を満足するものであれば
よく、その形状、寸法は問わない。
Further, the wall 4 is composed of a bottom plate 1, a lower slab 2,
First-stage upper retained plate 6 and second-stage upper retained plate 7
Stabilize the retaining wall A by connecting with, and serve as a fulcrum for the lower soil retaining plate 2, the upper soil retaining plates 6 and 7 of the first and second stages, and the lower soil retaining plate 2
And the upper soil retaining plates 6 and 7 of the first and second stages. And the number of this ridge wall 4 should just be the number which fits the size of the retaining wall A, and it is not necessary to limit the number.
Further, the shape of the siding wall 4 may be any as long as it satisfies the strength of the retaining wall A, and its shape and dimensions are not limited.

【0014】図7は、土留版が4段より成る擁壁Aであ
って、図1〜図6に示す下段土留版2とは異なる形状の
ものを使用した他の実施例を示す縦断側面図である。
FIG. 7 is a vertical cross-sectional side view showing another embodiment in which the retaining plate A is a retaining wall A having four steps and has a shape different from that of the lower retaining plate 2 shown in FIGS. Is.

【0015】図7に示す4段の土留版より成る擁壁A
は、水平な底版21の前面側端縁に、垂直壁22の上方
端に前面側へ傾斜した傾斜壁23を連設固定して形成さ
れた高さの低い下段土留版24を立設固定し、背面側に
テーパー面25を有する直角三角形状の扶壁26を複数
枚等間隔で、底版21と下段土留版24とに直交して固
定すると共に、前記各扶壁26のテーパー面25と平行
になるよう第1段目の上段土留版27と第2段目の上段
土留版28とを貫通し、さらに第3段目の上段土留版2
9を前記テーパー面25と面一となるようにして各扶壁
26上に固定して、各土留版間に夫々植栽可能な間隔部
30を有して一体的に連結固定して、擁壁Aが形成され
ている。
Retaining wall A consisting of four steps of retaining plates shown in FIG.
Is fixed to the upper edge of the horizontal bottom slab 21 at the upper end of the vertical wall 22 by vertically arranging a slanted wall 23 inclined toward the front side and vertically arranging a lower stage earth retaining plate 24. , A plurality of right-angled triangular ridge walls 26 having a tapered surface 25 on the back side are fixed at equal intervals orthogonally to the bottom slab 21 and the lower soil retaining plate 24, and are parallel to the tapered surfaces 25 of the ridge walls 26. So that the first upper soil retaining plate 27 and the second upper soil retaining plate 28 are penetrated, and the third upper soil retaining plate 2
9 is fixed on each siding wall 26 so as to be flush with the tapered surface 25, and has an interval portion 30 which can be planted between each earth retaining plate and is integrally connected and fixed, A wall A is formed.

【0016】この実施例の場合も上段に位置する土留版
の下端が下方に位置する土留版の上端より下方位置に位
置するよう配設することは前記図1〜図6の場合と同一
である。なお、図中31は補強梁であって前記図1〜図
6と同一作用をなす。
Also in the case of this embodiment, it is the same as in the case of FIGS. 1 to 6 that the lower end of the upper earth retaining plate is located lower than the upper end of the lower retaining plate. . Reference numeral 31 in the drawing is a reinforcing beam and has the same function as that in FIGS.

【0017】[0017]

【発明の効果】本発明は上述のようであるから、従来の
ように擁壁の前面勾配を緩くしないで土留めをすること
が可能となり、また上段の土留版の下端が下段の土留版
の上端より下方に位置しているため、裏込め土の崩壊、
陥没がなく、然も土留版の背面の土が流出することがな
く、上段の土留版と下段の土留版との間は土であって背
面の土と連続しているので、水分の補給がなされ、この
部分に植栽が可能であり、更にこの部分の土は底部を遮
る構造物まで深いので、根が深くなる中、高木を植栽す
ることができる。そして、擁壁前面を植物で充分覆うこ
とが可能となり、擁壁の前面勾配を鉛直にすることがで
きるため、土地境界線に前面線を揃えれば擁壁上部の土
地を境界線まで使用した緑化擁壁を得ることができ、必
要によってはオーバーハングした緑化擁壁とし、擁壁上
部の地面の有効利用の範囲を広くすることができる。
Since the present invention is as described above, it is possible to retain the soil without loosening the front slope of the retaining wall as in the conventional case, and the lower end of the upper retaining plate is lower than the retaining plate of the lower retaining plate. Since it is located below the upper edge, backfill soil collapses,
There is no depression and the soil on the back of the soil retaining plate does not flow out, and there is soil between the upper soil retaining plate and the lower soil retaining plate, which is continuous with the soil on the rear side, so it is necessary to replenish water. It is possible to plant in this part, and since the soil in this part is deep to the structure that blocks the bottom part, it is possible to plant tall trees while the root becomes deep. Then, the front surface of the retaining wall can be covered sufficiently with plants, and the front slope of the retaining wall can be made vertical. Therefore, if the front line is aligned with the land boundary line, the land above the retaining wall will be used up to the boundary line. A retaining wall can be obtained, and if necessary, an overhanging green retaining wall can be used to widen the range of effective use of the ground above the retaining wall.

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

【図1】本発明緑化用土留め擁壁を前面側から見た斜視
図である。
FIG. 1 is a perspective view of the earth retaining wall for greening of the present invention viewed from the front side.

【図2】本発明緑化用土留め擁壁を背面側から見た斜視
図である。
FIG. 2 is a perspective view of the earth retaining wall for greening of the present invention viewed from the back side.

【図3】本発明緑化用土留め擁壁の縦断面図である。FIG. 3 is a vertical cross-sectional view of the earth retaining wall for greening of the present invention.

【図4】本発明緑化用土留め擁壁の使用状態を示す縦断
面図である。
FIG. 4 is a vertical cross-sectional view showing a usage state of the earth retaining wall for greening of the present invention.

【図5】本発明緑化用土留め擁壁の正面図である。FIG. 5 is a front view of the earth retaining wall for greening of the present invention.

【図6】本発明緑化用土留め擁壁の背面図である。FIG. 6 is a rear view of the earth retaining wall for greening of the present invention.

【図7】本発明緑化用土留め擁壁の他の実施例を示す縦
断面図である。
FIG. 7 is a vertical sectional view showing another embodiment of the earth retaining wall for greening of the present invention.

【符号の説明】[Explanation of symbols]

A 擁壁、 2,24 下段土留版、 2a,6b 上
端、 4,26 扶壁、 5,31 補強梁、 6,
7,27,28,29 上段土留版、 6a,7a 下
端、 8,30 間隔部。
A Retaining wall, 2,24 Lower retaining plate, 2a, 6b Upper end, 4,26 Barrier wall, 5,31 Reinforcement beam, 6,
7,27,28,29 Upper soil retaining plate, 6a, 7a lower end, 8,30 Spacing part.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数枚の土留版が、最下段より上方に行
くに従い植栽に必要な間隔部を有して後退して複数段に
亘ってそれぞれ鉛直方向に重なって配設され、且つ上段
の土留版の下端は下段の土留版の上端より下方に位置す
ると共に、前記各土留版は共通の擁壁によって支持固定
されていることを特徴とする緑化用土留め擁壁。
1. A plurality of soil retaining plates are arranged so as to go upward from the lowermost stage with a space required for planting, and to recede so as to vertically overlap with each other over a plurality of stages, and the upper stage. The lower end of the soil retaining plate is located below the upper end of the lower retaining plate, and the retaining plates are supported and fixed by a common retaining wall.
【請求項2】 複数枚の土留版が、最下段より上方に行
くに従い植栽に必要な間隔部を有して後退して複数段に
亘ってそれぞれ鉛直方向に重なって配設され、且つ上段
の土留版の下端は下段の土留版の上端より下方に位置す
ると共に、前記各土留版は共通の擁壁と、互いに相隣れ
る土留版を連結する補強梁によって支持固定されている
ことを特徴とする緑化用土留め擁壁。
2. A plurality of earth retaining plates are arranged so as to go upward from the lowermost stage with a space necessary for planting, and to recede so as to be vertically overlapped over a plurality of stages, and the upper stage. The lower end of the earth retaining plate is located below the upper end of the lower earth retaining plate, and each of the earth retaining plates is supported and fixed by a common retaining wall and a reinforcing beam connecting the adjacent earth retaining plates. Soil retaining wall for greening.
JP14977593A 1993-05-31 1993-05-31 Earth retaining wall for tree-planting Pending JPH06341153A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14977593A JPH06341153A (en) 1993-05-31 1993-05-31 Earth retaining wall for tree-planting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14977593A JPH06341153A (en) 1993-05-31 1993-05-31 Earth retaining wall for tree-planting

Publications (1)

Publication Number Publication Date
JPH06341153A true JPH06341153A (en) 1994-12-13

Family

ID=15482461

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14977593A Pending JPH06341153A (en) 1993-05-31 1993-05-31 Earth retaining wall for tree-planting

Country Status (1)

Country Link
JP (1) JPH06341153A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109056790A (en) * 2018-10-19 2018-12-21 吴震 Stake three layers of retaining wall structure of support and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109056790A (en) * 2018-10-19 2018-12-21 吴震 Stake three layers of retaining wall structure of support and construction method

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