JPS6227209B2 - - Google Patents
Info
- Publication number
- JPS6227209B2 JPS6227209B2 JP52020599A JP2059977A JPS6227209B2 JP S6227209 B2 JPS6227209 B2 JP S6227209B2 JP 52020599 A JP52020599 A JP 52020599A JP 2059977 A JP2059977 A JP 2059977A JP S6227209 B2 JPS6227209 B2 JP S6227209B2
- Authority
- JP
- Japan
- Prior art keywords
- soil
- wall
- view
- receiving plate
- block
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
Description
【発明の詳細な説明】
本発明は擁壁前面に露出する土壌面に張芝もし
くは植樹する植生擁壁の施工法に関し、前面壁を
前傾させた土受け板の両側部に擁壁の自立安定を
図るためブロツクを組積したとき上下に重なつて
連続した壁を構成する側壁を一体に連設すると共
に、該側壁の上面前部に山形の膨出部を設けたコ
ンクリート材製又は合成樹脂材製の緑化擁壁用の
基本ブロツクを第1段目は一つ置きに離隔して列
設し、第2段目以上は下位の相隣れるブロツクの
対向せる側壁間にわたつて上位のブロツクの両側
壁を千鳥状に組積し、最上段に、矩形板の前面壁
を前傾させて土受け板と成す天端ブロツクの両側
部を下位の相隣れる基本ブロツクの対向せる側壁
間にわたつて載架すると共に、土受け板上の空所
に土壌を充填しながら順次擁壁を構築し、土受け
板上の空所に充填した土壌を状に抱持してその
露出する法面を土羽打ちして締め固め、該法面に
マツト状の土塊に植生した芝生を竹串などを使用
して止着することにより張芝し、または網状のシ
ートに種子と肥料を吹き付けて該シートを法面に
張設し、または種子と肥料を混合してスプレーガ
ンにより法面に吹き付けて植生することにより法
面を千鳥状に緑化し、ブロツクの自重と各ブロツ
クが抱持する土壌の重量とが相加わつて擁壁背後
の土圧と均衡を保つことを特徴とする非剛体の重
力擁壁であり、法面の植生緑化を図ることにより
造成開発後の宅地などに自然環境を回復し、併せ
て資材を節減することを目的とする。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing a vegetated retaining wall in which grass or trees are planted on the soil surface exposed in front of the retaining wall, and the retaining wall is self-supporting on both sides of the soil receiving plate with the front wall tilted forward. In order to ensure stability, when the blocks are assembled, the side walls that overlap vertically to form a continuous wall are integrally installed, and the side walls are made of concrete or synthetic material and have a chevron-shaped bulge at the front of the upper surface. Basic blocks for greening retaining walls made of resin material are arranged in rows at intervals of every other block in the first stage, and in the second and higher stages, the upper blocks are placed between the opposing side walls of the lower adjacent blocks. The walls on both sides of the block are stacked in a staggered manner, and the front wall of the rectangular plate is tilted forward at the top to form a soil receiving plate.Both sides of the top block are stacked between the opposing side walls of the lower adjacent basic blocks. At the same time, a retaining wall was constructed one by one while filling the voids on the soil receiving board with soil, and the soil was held in the voids on the soil receiving board in a shape and the exposed slope was covered with soil. After compacting and compacting, the grass grown on the slope is fixed to the pine-like soil using bamboo skewers, or the sheet is spread by spraying seeds and fertilizer onto a net-like sheet. The slope is greened in a staggered manner by spreading it on the surface or by spraying the mixture of seeds and fertilizer on the slope with a spray gun, and the weight of the blocks and the weight of the soil carried by each block are reduced. It is a non-rigid gravity retaining wall that works together to maintain balance with the earth pressure behind the wall, and by planting vegetation on the slope, it restores the natural environment to residential areas after land development. The purpose is also to save materials.
従来擁壁を構築するには地下排水の不備に起因
する倒壊を防ぐため栗石やコンクリートなどの高
価な裏込め材を打設する手間を要し、また擁壁が
完成すると自然が破壊され緑が損なわれて殺風景
となり、また擁壁用のコンクリートブロツクを多
数個使用しその背後にコンクリートを打設して組
積する従来公知のコンクリート擁壁は全体が剛体
となり地盤の不等沈下によつて擁壁に亀裂を生
じ、局部的に作用する土圧の集中荷重によつて甚
だしいときは擁壁が倒壊する場合がある。 Conventionally, constructing a retaining wall requires the time and effort of pouring expensive backfill materials such as chestnut stone or concrete to prevent collapse due to inadequate underground drainage, and once the retaining wall is completed, nature is destroyed and greenery is lost. In addition, the conventional concrete retaining wall, in which many concrete blocks are used and concrete is poured and masonry behind them, becomes a rigid body as a whole, and the retaining wall is damaged due to uneven subsidence of the ground. Cracks may occur in the wall, and in severe cases, the retaining wall may collapse due to the concentrated load of locally acting earth pressure.
本発明はこのような欠点を除去したものでその
実施例を図面によつて詳述すると、第4図乃至第
9図に示すように前面壁1aを前傾させ断面を〓
形となすと共に、横巾を広く形成した長矩形状の
土受け板1の両側部に内側面の傾斜を前面壁1a
と同一になした山形の膨出部2aをその上面前部
に設けた側壁2,2を一体に立設し、各側壁2の
上端面中位に凹部3を設けると共に後端部上面の
外側にブロツクの左右への摺動を阻止する凸部1
0′をまた、土受け板1の後端部下面に長さ方向
にわたり凹所10を設け、更に土受け板1の後端
を上方に屈曲して土壌を抱持する壁1′を設けた
緑化擁壁用の基本ブロツク4を第1図乃至第3図
に示すように地表面を若干掘削して基礎上面へ基
本ブロツク4を基本ブロツク4の横巾よりも若干
狭い間隔を保持して一つ置きに列設し、それぞれ
の土受け板1…上の空所に土壌5…を充填し最下
段を据付ける。次に隣り合う基本ブロツク4,4
の対向せる側壁2,2上にわたつて他の基本ブロ
ツク4の側壁2,2を載架して千鳥状に組積し、
それぞれの土受け板1…上の空所に土壌5…を充
填し第2段目を据付ける。而して、側壁2の膨出
部2a内側面には2段目ブロツクの前面壁1aの
下部前端が密着するのである。以下同様の方法に
より多段にわたつて多数の基本ブロツク4…を構
築し、擁壁の両側端において上下の基本ブロツク
4,4間に第10図乃至第16図に示すように、
基本ブロツク4の側壁2と同一形状の板状の合端
ブロツク6、即ち上面前部に山形の膨出部2aを
設け後端部上下面に凸部10′及び凹所10を設
けて基本ブロツク4に設けた凹所10及び凸部1
0′と嵌合し左右へずれるのを阻止する合端ブロ
ツク6を介挿して擁壁の安定を図り、側壁2,2
及び土受け板1によつて土壌5…を正面視におい
て状に抱持し且つ、表面に露出する法面を土羽
打ちして締め固め、芝生を植生したマツト状の土
塊を土壌5上に載置し竹串(図示せず)などを用
いて止着し張芝することにより法面を千鳥状に緑
化するのであり、また土壌5に潅木や草花等を植
生してもよい。最上段に組積した基本ブロツク4
…は最下段に据付けた基本ブロツク4…と同様に
その天端が千鳥状に形成され凹凸を生ずるから土
受け板1…上の空所に充填した土壌5…の法面が
不揃いになるので、隣り合う基本ブロツク4の側
壁2,2もしくは側壁2と合端ブロツク6上に第
17図乃至第20図に示すような前面壁を前傾さ
せて断面略〓形状に立上がり屈曲縁7を形成した
長矩形板状の天端ブロツク8の両側部を載架し、
その天端ブロツク8上に盛土して、その盛土の法
面を状に抱持する土受け板1上の土壌5の法面
と一致させ、それぞれの法面に前記のようにして
張芝する。また基本ブロツク4に設けた土受け板
1の後端に立設する壁1′は補強リブを兼ねると
共に、第3図に示すように土受け板1内に水と土
壌を抱持して日照りによつて芝生が枯死するのを
防止するのであり、また各側壁2の上面に設けた
凹部3は隣接する土壌5…の連続性を図るための
ものである。 The present invention eliminates such drawbacks, and an embodiment thereof will be described in detail with reference to the drawings.As shown in FIGS. 4 to 9, the front wall 1a is tilted forward and the cross section is
The front wall 1a has an inclined inner surface on both sides of the long rectangular soil receiving plate 1 with a wide width.
The side walls 2, 2 each having a chevron-shaped bulge 2a, which is the same as the above, are provided on the front part of the upper surface thereof, and a concave part 3 is provided in the middle of the upper end surface of each side wall 2, and a concave part 3 is provided in the middle of the upper end surface of each side wall 2. Convex portion 1 that prevents the block from sliding to the left or right
0', a recess 10 is provided along the length of the lower surface of the rear end of the soil receiving plate 1, and a wall 1' for holding the soil is further provided by bending the rear end of the soil receiving plate 1 upward. As shown in Figures 1 to 3, the basic blocks 4 for the greening retaining wall are placed on the top of the foundation by slightly excavating the ground surface, keeping an interval slightly narrower than the width of the basic blocks 4. They are arranged in alternate rows, and the empty space above each soil receiving plate 1 is filled with soil 5, and the bottom layer is installed. Next adjacent basic block 4,4
The side walls 2, 2 of the other basic block 4 are placed over the opposing side walls 2, 2 of the basic block 4, and the blocks are stacked in a staggered manner.
Fill the spaces above each soil receiving plate 1 with soil 5 and install the second stage. Thus, the lower front end of the front wall 1a of the second stage block is in close contact with the inner surface of the bulge 2a of the side wall 2. Thereafter, a large number of basic blocks 4 are constructed in multiple stages using the same method, and as shown in FIGS.
A plate-shaped connecting end block 6 having the same shape as the side wall 2 of the basic block 4, that is, a chevron-shaped bulge 2a is provided on the front part of the upper surface, and a convex part 10' and a recess 10 are provided on the upper and lower surfaces of the rear end. Recess 10 and protrusion 1 provided in 4
The retaining wall is stabilized by inserting a mating end block 6 that fits into the retaining wall 0' and prevents it from shifting to the left and right.
Then, the soil 5 is held in a shape when seen from the front by the soil receiving plate 1, and the slope exposed on the surface is pounded with soil and compacted, and a pine-shaped soil clod with grass vegetation is placed on top of the soil 5. The slope is greened in a staggered manner by placing it and fixing it using bamboo skewers (not shown) or the like, and spreading the grass thereon. Also, shrubs, flowers, etc. may be planted on the soil 5. Basic block 4 stacked on the top level
Similar to the basic block 4 installed at the bottom, the top edge of the block 4 is staggered and uneven, so the slope of the soil 5 filled into the void above the soil receiving plate 1 is uneven, so the slope of the soil 5 filled in the void above the soil receiving plate 1 is uneven. The front wall is tilted forward as shown in FIGS. 17 to 20 on the side walls 2, 2 of the matching basic block 4, or on the side wall 2 and the mating end block 6, and a rising bent edge 7 is formed with a cross section approximately in the shape of 0. Both sides of the rectangular plate-shaped top block 8 are mounted,
Fill the top block 8 with soil, match the slope of the embankment with the slope of the soil 5 on the soil receiving plate 1 that holds it, and spread grass on each slope as described above. . In addition, the wall 1' standing up at the rear end of the soil receiving plate 1 provided on the basic block 4 also serves as a reinforcing rib, and as shown in Figure 3, it holds water and soil in the soil receiving plate 1 and prevents the soil from drying out. This prevents the lawn from withering and dying, and the recesses 3 provided on the upper surface of each side wall 2 are intended to ensure continuity between adjacent soils 5.
基本ブロツクの他の実施例として第21図乃至
第25図に示すように、土壌を抱持する壁1′を
前進させ中央寄りに立設すると共に土受け板1の
後部下端の角部を面取りして基本ブロツク4を吊
上げる際に吊上げ具の爪掛け部11とすると共
に、側壁2の上端面及び下端面の後半部に凸部1
0′及び凹所10を設ける例や、第26図乃至第
30図に示すように土受け板1を上げ底式とし土
壌を抱持する壁1′を下向きのリブとし側壁2,
2の前端に山形の膨出部2aを設けると共に、上
下端面にそれぞれの他の基本ブロツク4と凹凸嵌
合する凹所10及び凸部10′を設ける例や、第
31図乃至第35図に示すように土受け板1を上
げ底式とすると共に下向きの土壌を抱持する壁を
省略した例や、第36図乃至第40図に示すよう
に土受け板1を側壁2,2の天端から横設すると
共に、側壁2の後端全長にわたつて土壌を抱持す
る壁1′を設けた例や、第41図乃至第45図に
示すように土受け板1を側壁2,2の天端から横
設しているが下向きの土壌を抱持する壁を省略し
た例がある。また合端ブロツク6の他の実施例と
して第46図乃至第49図に示すように、その後
端部上下面を切欠き或いは突出して凹所10及び
凸部10′を設けて基本ブロツク4に設けた凹所
10と凸部10′に嵌合する例がある。而して、
擁壁の曲線部を構築する場合には下段に列設する
基本ブロツク4…間の間隔に比較して上段に列設
する基本ブロツク4…間の間隔を狭くまたは広く
保持し且つ、所望角度に屈折して組積しなければ
ならないから、第50図に示すように上段の基本
ブロツク4と下段の基本ブロツク4を調整し自在
にずらせると共に所望角度に屈折し組積する。 As another example of the basic block, as shown in FIGS. 21 to 25, the wall 1' that holds the soil is moved forward and erected closer to the center, and the lower rear corner of the soil receiving plate 1 is chamfered. When lifting the basic block 4, the basic block 4 is used as a hook part 11 of a lifting tool.
0' and a recess 10, or as shown in FIGS. 26 to 30, the soil receiving plate 1 is of a raised bottom type and the wall 1' that holds the soil is a downward rib, and the side walls 2,
There is an example in which a chevron-shaped bulge 2a is provided at the front end of the basic block 2, and a recess 10 and a protrusion 10' are provided on the upper and lower end surfaces to fit into the respective other basic blocks 4. As shown in FIGS. 36 to 40, the soil receiving plate 1 is of a raised bottom type and the wall for holding the soil facing downward is omitted, and the soil receiving plate 1 is of the top end of the side walls 2, 2, as shown in FIGS. In some cases, the soil receiving plate 1 is installed horizontally from the side wall 2, and a wall 1' is provided to hold the soil over the entire length of the rear end of the side wall 2, or as shown in FIGS. There is an example where a wall is installed horizontally from the top, but the wall that holds the soil facing downward is omitted. As another embodiment of the joint end block 6, as shown in FIGS. 46 to 49, the basic block 4 is provided with a recess 10 and a convex portion 10' by notching or protruding the upper and lower surfaces of the rear end. There is an example in which the recess 10 and the protrusion 10' are fitted. Then,
When constructing a curved part of a retaining wall, keep the spacing between the basic blocks 4 arranged in the upper row narrower or wider than the spacing between the basic blocks 4 arranged in the lower row, and set the blocks at the desired angle. Since the blocks must be bent and laid, as shown in FIG. 50, the upper basic block 4 and the lower basic block 4 are adjusted and shifted freely, and the blocks are bent and laid at a desired angle.
上述したように本発明によれば基本ブロツク4
の自重と土受け板1上に充填した土壌5の重量と
が加重されて擁壁背後に加わる土圧と均衡を保ち
且つ、基本ブロツク4の側壁2…が重なり合つて
上方に連続する壁を構成すると共に、ブロツク相
互は側壁2の膨出部2aと前面壁1aの下部前端
の嵌合及び凹所10と凸部10′の嵌合により前
後左右への滑りやずれを防止するため安定した自
立構造を有する擁壁が構築されるのであり、従つ
て特にコンクリートや栗石などの裏込め材を打設
することを要しない。また側壁2,2及び土受け
板1によつて土壌5…を正面視において状に抱
持し且つ、擁壁面に千鳥状に形成することによ
り、土壌の露出面はきわめて広く、張芝した芝生
が生育すると法面を千鳥状に緑化することとなり
基本ブロツク4の前面が隠蔽され擁壁全体が緑で
覆われて土地造成前の自然環境が回復するのであ
り、施工は簡単且つ迅速であり、裏込め材を要し
ないこと及び基本ブロツク4を千鳥状に組積する
ことが相俟つて資材を節減でき経済性に優れてい
る。また土受け板1に地下水が保水されるので日
照り時期においても植物が枯死しない。更に従来
のコンクリート擁壁は全体が剛体を形成するため
に擁壁背後の土圧が局部的に集中して作用すると
該所に亀裂を生じたり甚だしいときは擁壁が倒壊
することもあるのに対し、本発明では基本ブロツ
ク4の土受け板1上の空所に土壌5を充填し各基
本ブロツク4同志を固着しない非剛体の構成であ
るから局部的な土圧の集中があつても該部の土壌
5が擁壁の前面へ押し出され隆起する程度であつ
て基本ブロツク4自体に何等悪影響を与えないか
ら亀裂を生じたり或いは擁壁が倒壊する虞れは全
くない。また地盤が沈下または隆起しても各ブロ
ツクは各側壁においてのみ組積されたいわばピン
接合でフレキシブルに接合されているから沈下ま
たは隆起した個所におけるブロツクの多少の屈曲
によつて擁壁全体が破壊することを防止するので
ある。側壁2に設けた凹部3は充填した隣接せる
土壌5…を相互に連続させ土壌が一体化し均等に
水分及び養分を供給して芝生を一様に生育促進さ
せるのである。 As mentioned above, according to the present invention, basic block 4
The weight of the soil and the weight of the soil 5 filled on the soil receiving plate 1 are applied to maintain a balance with the earth pressure applied behind the retaining wall, and the side walls 2 of the basic blocks 4 overlap to form a wall that continues upward. In addition, the blocks are stabilized by fitting the protruding portion 2a of the side wall 2 and the lower front end of the front wall 1a and fitting the recess 10 and the protruding portion 10' to prevent slipping or shifting in the front, back, left, and right directions. A retaining wall having a self-supporting structure is constructed, and therefore it is not necessary to particularly cast backfilling materials such as concrete or maroon stone. In addition, by holding the soil 5 in a shape when viewed from the front by the side walls 2, 2 and the soil receiving plate 1, and forming it in a staggered manner on the retaining wall surface, the exposed surface of the soil is extremely wide, and the soil is covered with grass. When it grows, the slope will be greened in a staggered manner, the front of basic block 4 will be hidden, and the entire retaining wall will be covered with greenery, restoring the natural environment before land reclamation.The construction is easy and quick. The fact that no backfilling material is required and the basic blocks 4 are stacked in a staggered manner together saves on materials and is highly economical. Furthermore, since groundwater is retained in the soil receiving plate 1, plants do not wither even during drought periods. Furthermore, because conventional concrete retaining walls form a rigid body as a whole, if the earth pressure behind the retaining wall concentrates locally, cracks may occur in those areas, or in extreme cases, the retaining wall may collapse. In contrast, in the present invention, soil 5 is filled into the void on the soil receiving plate 1 of the basic block 4, and each basic block 4 is of a non-rigid structure that does not stick to each other. Since the soil 5 is pushed out to the front of the retaining wall and rises, and does not have any adverse effect on the basic block 4 itself, there is no risk of cracks occurring or the retaining wall collapsing. Furthermore, even if the ground subsides or rises, each block is flexibly connected by masonry and so-called pin joints only at each side wall, so the entire retaining wall will be destroyed by slight bending of the block at the subsidence or rise area. It prevents people from doing so. The concave portion 3 provided in the side wall 2 allows the filled adjacent soil 5 to be continuous with each other, so that the soil is integrated and uniformly supplies water and nutrients, thereby promoting uniform growth of the lawn.
而して、法面は千鳥状に形成されると共に、緩
勾配であり且つ張芝することにより土壌5の強雨
による流出を防止して擁壁の自立安定性を確保
し、またかようにして構築した擁壁の前面には土
受け板1の前面壁1aと表面に露出する土壌5の
法面により形成される多数のく字状の突出部を千
鳥状に表わしているから、自動車の騒音をその発
生源側へ分散して反射し、遠方へ波及させず騒音
レベルの減衰効果に優れると共に、土壌5と土壌
5の法面に植生した芝、潅木などが騒音を吸収し
騒音公害を軽減する消音効果をも奏するものであ
る。 Therefore, the slope is formed in a staggered manner, has a gentle slope, and is covered with grass to prevent the soil 5 from flowing out due to heavy rain, thereby ensuring the self-sustaining stability of the retaining wall. The front surface of the retaining wall constructed using the above-mentioned method has a number of dogleg-shaped protrusions formed by the front wall 1a of the soil receiving plate 1 and the slope of the soil 5 exposed on the surface in a staggered manner. The noise is dispersed and reflected back to the source, preventing it from spreading over long distances, and has an excellent attenuating effect on the noise level.The soil 5 and the grass, shrubs, etc. grown on the slope of the soil 5 absorb the noise and reduce noise pollution. It also has the effect of reducing noise.
かのように本発明は従来の谷積みまたは布積み
コンクリートブロツクとは全く異なる新規な画期
的発明である。 As described above, the present invention is a new and innovative invention that is completely different from the conventional stacked concrete blocks or stacked concrete blocks.
図面は本発明の実施例を示し、第1図は擁壁の
構築状態を示す一部切欠正面図、第2図は同背面
図、第3図は第1図におけるA―A断面図、第4
図は基本ブロツクの正面図、第5図は同平面図、
第6図は同背面図、第7図は同側面図、第8図は
第4図におけるA―A断面図、第9図は同斜視
図、第10図は合端ブロツクの正面図、第11図
は同平面図、第12図は同底面図、第13図は同
左側面図、第14図は同右側面図、第15図は凹
凸部を反対に表わした合端ブロツクの右側面図、
第16図は第10図におけるA―A断面図、第1
7図は天端ブロツクの正面図、第18図は同平面
図、第19図は同斜視図、第20図は第17図に
おけるA―A断面図、第21図は基本ブロツクの
他の実施例を示す正面図、第22図は同平面図、
第23図は同背面図、第24図は同側面図、第2
5図は第21図におけるA―A断面図、第26図
は基本ブロツクの他の実施例を示す正面図、第2
7図は同平面図、第28図は同背面図、第29図
は同側面図、第30図は第26図におけるA―A
断面図、第31図は基本ブロツクの他の実施例を
示す正面図、第32図は同平面図、第33図は同
背面図、第34図は同側面図、第35図は第31
図におけるA―A断面図、第36図は基本ブロツ
クの他の実施例を示す正面図、第37図は同平面
図、第38図は同背面図、第39図は同側面図、
第40図は第36図におけるA―A断面図、第4
1図は基本ブロツクの他の実施例を示す正面図、
第42図は同平面図、第43図は同側面図、第4
4図は同背面図、第45図は第41図におけるA
―A断面図、第46図は合端ブロツクの他の実施
例を示す正面図、第47図は同左側面図、第48
図は同右側面図、第49図は同斜視図、第50図
は擁壁の曲線部の擁築状態を示す背面図である。
1……土受け板、1a……前面壁、1′……土
壌を抱持する壁、2……側壁、2a……膨出部、
4……基本ブロツク、6……合端ブロツク、8…
…天端ブロツク。
The drawings show an embodiment of the present invention, and FIG. 1 is a partially cutaway front view showing the construction state of the retaining wall, FIG. 2 is a rear view of the same, and FIG. 4
The figure is a front view of the basic block, Figure 5 is a plan view of the same,
Fig. 6 is a rear view of the same, Fig. 7 is a side view of the same, Fig. 8 is a sectional view taken along line A-A in Fig. 4, Fig. 9 is a perspective view of the same, Fig. 10 is a front view of the joint end block, and Fig. 10 is a front view of the joint end block. Fig. 11 is a plan view of the same, Fig. 12 is a bottom view of the same, Fig. 13 is a left side view of the same, Fig. 14 is a right side view of the same, and Fig. 15 is a right side view of the joining end block with the uneven portions shown in reverse. ,
Figure 16 is a sectional view taken along line A-A in Figure 10.
Fig. 7 is a front view of the top block, Fig. 18 is a plan view thereof, Fig. 19 is a perspective view thereof, Fig. 20 is a sectional view taken along line AA in Fig. 17, and Fig. 21 is another implementation of the basic block. A front view showing an example, FIG. 22 is a plan view of the same,
Figure 23 is a rear view of the same, Figure 24 is a side view of the same, and Figure 24 is a side view of the same.
5 is a sectional view taken along the line AA in FIG. 21, FIG. 26 is a front view showing another embodiment of the basic block, and FIG.
Figure 7 is a plan view of the same, Figure 28 is a rear view of the same, Figure 29 is a side view of the same, Figure 30 is A-A in Figure 26.
31 is a front view showing another embodiment of the basic block, FIG. 32 is a plan view of the same, FIG. 33 is a rear view of the same, FIG. 34 is a side view of the same, and FIG.
36 is a front view showing another embodiment of the basic block, FIG. 37 is a plan view, FIG. 38 is a back view, and FIG. 39 is a side view.
Figure 40 is a cross-sectional view taken along line A-A in Figure 36;
Figure 1 is a front view showing another embodiment of the basic block;
Fig. 42 is the same plan view, Fig. 43 is the same side view, and Fig. 4
Figure 4 is a rear view of the same, Figure 45 is A in Figure 41.
-A sectional view, Fig. 46 is a front view showing another embodiment of the joint end block, Fig. 47 is a left side view of the same, Fig. 48 is
The figure is a right side view of the same, FIG. 49 is a perspective view of the same, and FIG. 50 is a rear view showing a state in which the curved portion of the retaining wall is constructed. 1...Soil receiving plate, 1a...Front wall, 1'...Wall that holds the soil, 2...Side wall, 2a...Bulging part,
4...basic block, 6...junction block, 8...
...Tenda block.
Claims (1)
ツクを組積したとき上下に重なつて連続した壁を
構成する側壁を設けると共に、該側壁の上面前部
に山形の膨出部を設けた緑化擁壁用基本ブロツク
を、第1段目は各ブロツクを離隔して列設し、第
2段目以上は下位の相隣れるブロツクの対向せる
側壁間にわたつて上位のブロツクの両側壁を載架
して組積し、最上段に矩形板の前面壁を前傾させ
て土受け板と成す天端ブロツクの両側部を下位の
相隣れる基本ブロツクの対向せる側壁間にわたつ
て載架すると共に、土受け板上の空所に土壌を充
填し状に抱持してその露出表面の植生により法
面を千鳥状に緑化することを特徴とする植生擁壁
の施工法。1. When blocks are stacked on both sides of a soil receiving plate with the front wall tilted forward, side walls are provided that overlap vertically to form a continuous wall, and a chevron-shaped bulge is provided at the front of the upper surface of the side wall. The basic blocks for the greening retaining wall that have been set up are arranged in a row with each block separated in the first stage, and in the second and higher stages, they are placed on both sides of the upper block across the opposing side walls of the lower adjacent blocks. The walls are mounted and stacked, and the front wall of the rectangular plate on the top level is tilted forward to form a soil receiving plate. A method for constructing a vegetation retaining wall, which is characterized in that the slope is greened in a staggered manner by the vegetation on the exposed surface of the soil by filling the voids on the soil receiving plate with soil and holding the soil in a shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2059977A JPS53105006A (en) | 1977-02-24 | 1977-02-24 | Method of building planting breast wall* and blocks for breast wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2059977A JPS53105006A (en) | 1977-02-24 | 1977-02-24 | Method of building planting breast wall* and blocks for breast wall |
Related Child Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2156687A Division JPS62225625A (en) | 1987-01-31 | 1987-01-31 | Block for vegetative retaining wall |
| JP2156887A Division JPS62225627A (en) | 1987-01-31 | 1987-01-31 | Block for vegetative retaining wall |
| JP2156787A Division JPS62225626A (en) | 1987-01-31 | 1987-01-31 | Block for vegetative retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS53105006A JPS53105006A (en) | 1978-09-12 |
| JPS6227209B2 true JPS6227209B2 (en) | 1987-06-12 |
Family
ID=12031727
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2059977A Granted JPS53105006A (en) | 1977-02-24 | 1977-02-24 | Method of building planting breast wall* and blocks for breast wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS53105006A (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS527846B2 (en) * | 1973-01-18 | 1977-03-04 |
-
1977
- 1977-02-24 JP JP2059977A patent/JPS53105006A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS53105006A (en) | 1978-09-12 |
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