JP2549269B2 - Earth stop block - Google Patents

Earth stop block

Info

Publication number
JP2549269B2
JP2549269B2 JP6051355A JP5135594A JP2549269B2 JP 2549269 B2 JP2549269 B2 JP 2549269B2 JP 6051355 A JP6051355 A JP 6051355A JP 5135594 A JP5135594 A JP 5135594A JP 2549269 B2 JP2549269 B2 JP 2549269B2
Authority
JP
Japan
Prior art keywords
slope
retaining
soil
wall portion
bottom 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.)
Expired - Fee Related
Application number
JP6051355A
Other languages
Japanese (ja)
Other versions
JPH07233536A (en
Inventor
史男 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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP6051355A priority Critical patent/JP2549269B2/en
Publication of JPH07233536A publication Critical patent/JPH07233536A/en
Application granted granted Critical
Publication of JP2549269B2 publication Critical patent/JP2549269B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、法面の擁壁を作業性よ
く形成でき、しかもその見映えを向上しうる土止めブロ
ックに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earth retaining block capable of forming a retaining wall on a slope with good workability and improving its appearance.

【0002】[0002]

【従来の技術】1m以上の高低差を有しかつ土が露出す
る傾斜面、即ち法面は、土止めのために該法面に沿う擁
壁を形成する必要がある。このような擁壁は、通常、現
場でコンクリートを法面に直接打設することにより形成
される。
2. Description of the Related Art An inclined surface having a height difference of 1 m or more and exposed soil, that is, a slope is required to form a retaining wall along the slope to stop the soil. Such a retaining wall is usually formed by pouring concrete directly on the slope in the field.

【0003】[0003]

【発明が解決しようとする課題】しかしながら傾斜面で
ある法面にコンクリートを打設するものは、ややもする
と単調な外観となり、見映えを損ねる他、コンクリート
の傾斜面への打設という手間を要する作業を余儀なくさ
れるなど、作業性に劣るものである。
However, the one in which concrete is placed on the slope, which is an inclined surface, has a rather monotonous appearance, which impairs the appearance and also requires the trouble of placing concrete on the inclined surface. It is inferior in workability because it requires the required work.

【0004】しかもコンクリートの厚さを均一にするこ
とは困難であり、擁壁の所々で強度が低下する場合もあ
る。
Moreover, it is difficult to make the thickness of the concrete uniform, and the strength of the retaining wall may decrease in some places.

【0005】本発明は、上開放の容器状をなす陶磁器製
の基体を具えることを基本として、法面の擁壁を見映え
よくかつ作業性よく形成しうるとともに、強度上の弱所
を排除でき、擁壁の施工品質を向上しうる土止めブロッ
クの提供を目的としている。
The present invention is based on the provision of a ceramic base body in the shape of an open container, which allows the retaining wall on the slope to be formed with good appearance and good workability, and has weaknesses in strength. The purpose is to provide earth retaining blocks that can be eliminated and improve the construction quality of retaining walls.

【0006】[0006]

【課題を解決するための手段】本発明は、土が露出する
法面に沿って積重ねることにより前記法面の擁壁を形成
する土止めブロックであって、底板部の前縁の前壁部
と、両側縁の側壁部と、その後縁の後壁部とを有する上
開放の容器状をなし、かつ前記後壁部を上縁が後方とな
る向きに前記法面と略同傾斜で傾けた基体の前記後壁部
に、前記法面で支持される杭体の一端を支持する係止部
を設けるとともに、側壁部の後方位置に、開口し上下に
のびる背板受溝を形成している。
DISCLOSURE OF THE INVENTION The present invention is an earth retaining block which forms a retaining wall of the slope by stacking along the slope where the soil is exposed, the front wall being the front edge of the bottom plate portion. Portion, a side wall portion on both side edges, and a rear wall portion of a rear edge of the container, and the rear wall portion is inclined with the upper edge toward the rear at substantially the same inclination as the slope. In the rear wall portion of the base body, a locking portion for supporting one end of the pile body supported on the slope is provided, and a back plate receiving groove that opens and extends vertically is formed at a rear position of the side wall portion. There is.

【0007】なお前記底板部は水抜き孔を有することが
望ましい。さらに前記底板部は、下面に、前後にのび積
重ねに際して下段の土止めブロックの側壁部上縁を位置
決めする位置決め部を設けることが望ましい。
It is desirable that the bottom plate portion has a drain hole. Further, it is desirable that the bottom plate portion is provided with a positioning portion on the lower surface for positioning the upper edge of the side wall portion of the lower earth retaining block when extending forward and backward.

【0008】[0008]

【作用】土止めブロックは、上開放の容器状の基体を具
える。従って、土止めブロック自体による景観の向上に
加え、例えば基体内に植物を植えることにより擁壁を緑
化でき、見映えを高めうるとともに環境の美化に役立
つ。
The earth retaining block comprises a container-like base body having an upper opening. Therefore, in addition to the improvement of the landscape by the earth retaining block itself, for example, the retaining wall can be greened by planting a plant in the substrate, which can enhance the appearance and beautify the environment.

【0009】又前記基体の後壁部を法面と略同傾斜で傾
け、かつこの後壁部に、該法面で支持される杭体の一端
を支持する係止部を設けているため、土止めブロックを
法面に強固に支持させることが可能となり、強度的に弱
所のない均一な擁壁を該土止めブロックの積重ねにより
作業性よく形成でき、施工の品質を向上しうる。
Further, since the rear wall portion of the base body is inclined at substantially the same inclination as the slope, and the rear wall portion is provided with the locking portion for supporting one end of the pile body supported on the slope surface, It becomes possible to firmly support the earth stop block on the slope, and a uniform retaining wall having no weakness in strength can be formed with good workability by stacking the earth stop blocks, and the construction quality can be improved.

【0010】さらに基体の側壁部の後方位置に背板受溝
を形成しているため、法面で露出する土を、この背板受
溝によって支持される背板を用いて該基体上方で遮断で
き、緑化される擁壁を施工性よく形成しうる。
Further, since the back plate receiving groove is formed at the rear position of the side wall portion of the base body, the soil exposed on the slope is cut off above the base body by using the back plate supported by the back plate receiving groove. It is possible to form a green retaining wall with good workability.

【0011】又基体の底板部に水抜き孔を設けた場合に
は、該基体内に植えられる植物の育成を助長でき、擁壁
の見映えを体裁よく維持しうる。
Further, when the bottom plate portion of the base body is provided with the water drainage hole, it is possible to promote the growth of the plant to be planted in the base body and maintain the appearance of the retaining wall in a good appearance.

【0012】又前記底板部の下面に、積重ねに際して下
段の土止めブロックを側壁部上縁を位置決めする位置決
め部を設けることにより、土止めブロックの積重ね作業
をより一層能率化しうるとともに、土止めブロック相互
のズレを防止でき擁壁の強度の確保を図りうる。
Further, by providing the lower surface of the bottom plate portion with a positioning portion for positioning the lower soil blocking block at the upper edge of the side wall portion when stacking, the stacking work of the soil retaining blocks can be made more efficient and the soil retaining blocks can be made more efficient. It is possible to prevent mutual displacement and secure the strength of the retaining wall.

【0013】[0013]

【実施例】以下本発明の一実施例を図面に基づき説明す
る。図1〜5において本発明の土止めブロック1は、土
が露出する法面Aに沿って積重ねることにより該法面A
の擁壁Wを形成する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. 1 to 5, the soil blocking block 1 of the present invention is stacked along the slope A where the soil is exposed by stacking the slope A.
To form the retaining wall W of.

【0014】土止めブロック1は、図2に示すように、
水平な底板部2と、その前縁から前方にやや凸状に湾曲
して立上がる前壁部3と、底板部2の両側縁から立上が
る一対の側壁部4、4と、底板部2の後縁から上縁が後
方となる向きに法面A(図4に示す)と略同傾斜(水平
面に対して約30°〜70°)で傾いて立上がる後壁部
5とを有する上開放の容器状をなすコンクリート製、陶
磁器製などの基体6を具える。
The earth retaining block 1 is, as shown in FIG.
The horizontal bottom plate portion 2, the front wall portion 3 which is curved upward from the front edge thereof in a slightly convex shape and stands up, the pair of side wall portions 4 and 4 which stands up from both side edges of the bottom plate portion 2, and the bottom plate portion 2 of the bottom plate portion 2. An upper opening having a slope A (shown in FIG. 4) and a rear wall portion 5 which rises up with an inclination (approximately 30 ° to 70 ° with respect to the horizontal plane) in a direction in which the upper edge is rearward from the rear edge. The base 6 made of concrete, ceramics or the like in the form of a container is provided.

【0015】又前記底板部2には、水抜き孔7が開穿さ
れるとともに、前記側壁部4は、平板状の本体部4A
と、その後縁から上縁を該本体部4Aよりも小長さL1
だけ低所として側壁部4、4の向き合う方向にのびる小
巾の連結部4Bと、この連結部4Bの向き合う端縁から
上縁を該連結部4Bの上縁と揃えて後方にのびる台形状
の後副部4Cとからなり、前記後壁部5の両側端はその
上縁を前記後副部4Cの上縁と揃えて該後副部4C、4
C後縁間に架け渡される。
A water drain hole 7 is formed in the bottom plate 2, and the side wall 4 is a flat plate-shaped main body 4A.
And the length L1 from the rear edge to the upper edge is smaller than the main body portion 4A.
As a low place, a narrow connecting portion 4B extending in the direction in which the side wall portions 4 and 4 face each other, and a trapezoidal shape that extends rearward by aligning the upper edge from the facing edge of the connecting portion 4B with the upper edge of the connecting portion 4B. The rear sub-portion 4C and the rear sub-portion 4C, and the both side edges of the rear wall portion 5 have their upper edges aligned with the upper edges of the rear sub-portion 4C.
C It is laid across the trailing edge.

【0016】さらに前記側壁部4の本体部4A下部は、
前記底板部2下面から前記小長さL1に略等しい小長さ
L2(図3に示す)だけ下方に突出するとともに、側壁
部4の前記後副部4Cには、前記連結部4Bと向き合う
方向にかつ該連結部3Bと平行にのびる突部15が突設
され、この突部15と連結部3Bとによって側壁部4の
後方位置に、側方に開口しかつ上下にのびる背板受溝9
が形成される。
Further, the lower portion of the main body portion 4A of the side wall portion 4 is
The bottom surface of the bottom plate 2 projects downward by a small length L2 (shown in FIG. 3) substantially equal to the small length L1, and the rear sub-part 4C of the side wall part 4 faces the connecting part 4B. A projecting portion 15 extending in parallel with the connecting portion 3B, and the projecting portion 15 and the connecting portion 3B project rearwardly of the side wall portion 4 by the projecting portion 15 and the connecting portion 3B.
Is formed.

【0017】又前記後壁部5には、前記法面Aで支持さ
れる杭体Bの一端を支持する本実施例では孔16からな
る係止部10が設けられる。
Further, the rear wall portion 5 is provided with a locking portion 10 formed of a hole 16 in this embodiment for supporting one end of the pile body B supported on the slope A.

【0018】なお前記杭体Bは、図2、図4に示すよう
に、比較的長尺な棒状部B1の一端に、該棒状部B1を
前記係止部10に挿通することにより後壁部5前面に当
接しかつ接着剤、ビスなどを用いて固着される板状の取
付部B2が設けられるとともに、棒状部B1の他端に法
面Aに支持される板状の支持部B3を設けている。この
杭体Bは、土止めブロック1の前記基体6に、前記後壁
部5と略直角に前記棒状部B1を配して取付けられる。
As shown in FIGS. 2 and 4, the pile body B has a rear wall portion formed by inserting the rod portion B1 into the engaging portion 10 at one end of a relatively long rod portion B1. 5. A plate-shaped mounting portion B2 that abuts on the front surface and is fixed by using an adhesive or a screw is provided, and a plate-shaped supporting portion B3 supported by the slope A is provided at the other end of the rod-shaped portion B1. ing. The pile body B is attached to the base body 6 of the earth retaining block 1 by arranging the rod-shaped portion B1 at a right angle to the rear wall portion 5.

【0019】なお杭体Bとして、図6に示すように、法
面Aに他端が突き刺さるように該他端をテーパ状とした
棒状体B1と、この棒状体B1の一端に設けられかつ前
記係止部10を挿通した棒状体B1を後壁部5で固定す
る取付部B2とから形成してもよく、又前記棒状体B1
の他端に抜止め用のピンを突設することもできる。
As the pile body B, as shown in FIG. 6, a rod-shaped body B1 having the other end tapered so that the other end is pierced by the slope A, and the rod-shaped body B1 is provided at one end of the rod-shaped body B1. The rod-shaped body B1 having the locking portion 10 inserted therethrough may be formed with a mounting portion B2 that is fixed by the rear wall portion 5, or the rod-shaped body B1.
It is also possible to project a retaining pin at the other end of the.

【0020】さらに土止めブロック1の前記基体6の底
板部2下面には、一対の前記側壁部4、4から等距離を
隔てて前後にのびかつ高さL3を前記小長さL1と等し
くした断面略矩形の一対の位置決め部11、11が設け
られるとともに、前記前壁部3の下部両側には、前記位
置決め部11の側方で底板部2下面と面一となる如く切
欠き部17、17が設けられている。
Further, the lower surface of the bottom plate 2 of the base body 6 of the earth retaining block 1 extends back and forth at an equal distance from the pair of side wall portions 4 and 4 and has a height L3 equal to the small length L1. A pair of positioning portions 11 having a substantially rectangular cross section are provided, and notches 17 are provided on both sides of the lower portion of the front wall portion 3 so as to be flush with the lower surface of the bottom plate portion 2 on the side of the positioning portion 11. 17 are provided.

【0021】このような土止めブロック1は、図1、図
3、図4、図5に示すように、前記法面Aに沿って積重
ねられ、擁壁Wを形成する。
Such earth retaining blocks 1 are stacked along the slope A to form a retaining wall W, as shown in FIGS. 1, 3, 4, and 5.

【0022】擁壁Wは、図1、図4に示すように、土が
露出する法面Aの前方にやや距離を隔てて打設される基
礎Fによって下端が支持される。
As shown in FIGS. 1 and 4, the lower end of the retaining wall W is supported by a foundation F that is placed a little distance in front of the slope A where the soil is exposed.

【0023】即ち、前記基礎F上に土止めブロック1
を、図1に示す如く、間隙Gを隔てて横に並べて載置
し、かつ例えば基礎Fに植設したボルト金具19等を前
記水抜き孔7に挿入してナット止めする。なお図1にお
いては、土止めブロック1を簡略化して示している。
That is, the earth retaining block 1 is mounted on the foundation F.
As shown in FIG. 1, they are placed side by side with a gap G therebetween, and, for example, bolt fittings 19 or the like planted in the foundation F are inserted into the water draining holes 7 and fixed with nuts. In addition, in FIG. 1, the earth retaining block 1 is shown in a simplified manner.

【0024】次に、最下段の隣り合う土止めブロック
1、1上に、他の土止めブロック1を跨がらせて載置す
る。このとき、図3に示すように、上段の土止めブロッ
ク1の前記位置決め部11、11に沿って下段の土止め
ブロック1、1の前記側壁部4、4の本体部4A、4A
の上縁を配する。従って、位置決め部11、11は土止
めブロック1の積重ねに際して下段の土止めブロック
1、1の各向き合う側壁部4、4上縁を位置決めする。
Next, another earth retaining block 1 is placed on the bottommost adjacent soil retaining blocks 1 and 1 while straddling it. At this time, as shown in FIG. 3, the main portions 4A, 4A of the side wall portions 4, 4 of the lower soil retaining blocks 1, 1 are aligned with the positioning portions 11, 11 of the upper soil retaining block 1.
Place the upper edge of. Therefore, the positioning portions 11 and 11 position the facing side wall portions 4 and 4 of the lower soil blocking blocks 1 and 1 when stacking the soil retaining blocks 1.

【0025】又上段の土止めブロック1の前記後壁部5
と、下段の土止めブロック1の後壁部5とは略一直線上
で揃うとともに、前記小長さL1を前記小長さL2及び
高さL3と等しくしたことによって、上段の土止めブロ
ック1の側壁部4の前記本体部4A下縁は、下段の土止
めブロック1の側壁部4の前記後副部4C上に載置され
うる。なお下段の土止めブロック1の側壁部4、4の本
体部4A、4Aは上段の土止めブロック1の底板部2下
面に当接ししかも前記切欠き部17、17を通って該上
段の土止めブロック1の前方に突出する。
Also, the rear wall portion 5 of the upper earth retaining block 1
And the rear wall portion 5 of the lower earth retaining block 1 are aligned on a substantially straight line, and the small length L1 is made equal to the small length L2 and the height L3. The lower edge of the main body portion 4A of the side wall portion 4 may be placed on the rear sub-portion 4C of the side wall portion 4 of the lower earth retaining block 1. The main body portions 4A and 4A of the side wall portions 4 and 4 of the lower earth retaining block 1 are in contact with the lower surface of the bottom plate 2 of the upper earth retaining block 1 and further pass through the notches 17 and 17 to stop the upper earth retaining block. It projects in front of the block 1.

【0026】なお最下段の土止めブロック1の前記係止
部10には、前記杭体Bの一端が取付けられるととも
に、この杭体Bの他端は前記法面Aで支持される。
One end of the pile body B is attached to the locking portion 10 of the bottom earth block 1 and the other end of the pile body B is supported on the slope A.

【0027】又2段目に横に前記間隙Gを隔てて配され
た土止めブロック1、1の向き合う側壁部4、4間に
は、両側縁が前記背板受溝9、9に嵌入する矩形の背板
20が架け渡される。
Further, between the facing side wall portions 4 and 4 of the earth retaining blocks 1 and 1 laterally arranged at the second gap, the both side edges are fitted in the back plate receiving grooves 9 and 9. A rectangular back plate 20 is bridged.

【0028】このように土止めブロック1を下から上
に、積重ねかつ背板20を各段の土止めブロック1、1
間に配することにより、作業性よく法面Aの擁壁Wを階
段状に形成しうるとともに、図4、図5に一点鎖線で示
すように、前記間隙Gを利用して上開放の容器状の前記
基体6に土を充填しかつ植物Jを植えることによって、
擁壁Wの見映えを高めることができ、環境の美化に役立
つ。しかもこの擁壁Wは、土止めブロック1…が均等に
配されて形成されるため、強度を均一に向上しうる。
In this way, the earth retaining blocks 1 are stacked from bottom to top and the back plate 20 is attached to the earth retaining blocks 1, 1 at each stage.
By arranging the space between them, the retaining wall W of the slope A can be formed stepwise with good workability, and as shown by the alternate long and short dash line in FIGS. By filling said substrate 6 in the shape of soil with soil and planting plant J,
The appearance of the retaining wall W can be enhanced, which helps to beautify the environment. Moreover, since the retaining wall W is formed by arranging the earth blocking blocks 1 ... Evenly, the retaining wall W can be uniformly improved in strength.

【0029】なお前記杭体Bは、一段おきにかつ各段の
土止めブロック1に取付けられるとともに、前記法面A
と土止めブロック1の後壁部5との間には、最終工程で
土Cが充填される。
The piles B are attached to the earth retaining blocks 1 at every other stage and at each stage, and at the same time as the slope A.
Soil C is filled in the space between the rear wall portion 5 of the soil retaining block 1 and the soil retaining block 1.

【0030】又擁壁W前方の地面R1は、前記基礎F上
方に位置して該基礎Fを埋めるとともに、擁壁W上端後
方の地面R2は、前記地面R1とは1m以上離れた高所
に位置する。
The ground R1 in front of the retaining wall W is located above the foundation F and fills the foundation F, and the ground R2 behind the upper end of the retaining wall W is at a height higher than 1 m from the ground R1. To position.

【0031】[0031]

【発明の効果】叙上の如く本発明の土止めブロックは、
上開放の容器状の基体を具えるため、この基体自体によ
り付加される新規な外観に加え、例えば基体内に植物を
植えることにより、擁壁の見映えを高めることができ、
環境美化に役立つ。
As described above, the earth retaining block of the present invention is
Since it has an upper open container-shaped base, in addition to the new appearance added by this base itself, it is possible to enhance the appearance of the retaining wall by planting a plant in the base,
Useful for environmental beautification.

【0032】又前記基体の後壁部を法面と略同傾斜で傾
けかつ該法面で支持される杭体の一端を支持する係止部
を後壁部に設けているため、土止めブロックを強固に支
持することが可能となり、擁壁の強度を高めうるととも
に、基体の側壁部の後方位置に、背板受溝を形成してい
るため、横に並ぶ土止めブロック間の間隙を背板により
容易に遮蔽でき、土止めブロックを積重ねて擁壁を形成
することと相まって、その作業性を向上しうる。
Further, since the rear wall portion of the base body is inclined substantially at the same inclination as the slope and the locking portion for supporting one end of the pile body supported on the slope is provided on the rear wall portion, the earth retaining block. Since it is possible to firmly support the structure, it is possible to increase the strength of the retaining wall, and since the back plate receiving groove is formed at the rear position of the side wall of the base body, the gap between the soil blocking blocks arranged side by side It can be easily shielded by a plate, and the workability can be improved in combination with stacking earth retaining blocks to form a retaining wall.

【0033】さらに前記基体の底板部に水抜き孔を形成
することによって、基体内の植物の育成を助長でき、外
的美観を維持しうるとともに、前記底板部下面に、下段
の土止めブロックの側壁部上縁を位置決めする位置決め
部を設けることにより、擁壁の形成作業を一層能率化で
き、かつ積重ねられる土止めブロック間での位置ズレを
防止しうる。
Further, by forming a water draining hole in the bottom plate of the base, it is possible to promote the growth of plants in the base and maintain an external appearance, and at the bottom surface of the bottom plate, a soil stopper block of the lower stage is formed. By providing the positioning portion for positioning the upper edge of the side wall portion, the work of forming the retaining wall can be made more efficient, and the positional deviation between the earth retaining blocks to be stacked can be prevented.

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

【図1】本発明の土止めブロックを用いて形成された擁
壁を略示する斜視図である。
FIG. 1 is a perspective view schematically showing a retaining wall formed by using an earth retaining block of the present invention.

【図2】本発明の土止めブロックの一実施例を示す斜視
図である。
FIG. 2 is a perspective view showing an embodiment of the earth retaining block of the present invention.

【図3】その積重ね状態を示す部分断面図である。FIG. 3 is a partial cross-sectional view showing the stacked state.

【図4】図1の部分断面図である。FIG. 4 is a partial cross-sectional view of FIG.

【図5】擁壁を略示する部分正面図である。FIG. 5 is a partial front view schematically showing a retaining wall.

【図6】杭体の他の例を示す斜視図である。FIG. 6 is a perspective view showing another example of a pile body.

【符号の説明】[Explanation of symbols]

2 底板部 3 前壁部 4 側壁部 5 後壁部 6 基体 7 水抜き孔 9 背板受溝 10 係止部 11 位置決め部 A 法面 B 杭体 W 擁壁 2 Bottom plate part 3 Front wall part 4 Side wall part 5 Rear wall part 6 Base body 7 Drain hole 9 Back plate receiving groove 10 Locking part 11 Positioning part A Slope B Pile body W Retaining wall

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】土が露出する法面に沿って積重ねることに
より前記法面の擁壁を形成する土止めブロックであっ
て、 底板部の前縁の前壁部と、両側縁の側壁部と、その後縁
の後壁部とを有する上開放の容器状をなし、かつ前記後
壁部を上縁が後方となる向きに前記法面と略同傾斜で傾
けた基体の前記後壁部に、前記法面で支持される杭体の
一端を支持する係止部を設けるとともに、側壁部の後方
位置に、開口し上下にのびる背板受溝を形成したことを
特徴とする土止めブロック。
1. A soil retaining block that forms a retaining wall for the slope by stacking along the slope where the soil is exposed, the front wall of the front edge of the bottom plate portion, and the side wall portions of both side edges. And a rear wall portion of the base body having an upper open container shape having a rear wall portion of a rear edge thereof and tilting the rear wall portion in a direction in which the upper edge is rearward at substantially the same inclination as the slope. The earth retaining block is characterized in that a retaining portion for supporting one end of the pile body supported on the slope is provided, and a back plate receiving groove that opens and extends vertically is formed at a rear position of the side wall portion.
【請求項2】前記底板部は水抜き孔を有することを特徴
とする請求項1記載の土止めブロック。
2. The earth retaining block according to claim 1, wherein the bottom plate portion has a drain hole.
【請求項3】前記底板部は、下面に、前後にのび積重ね
に際して下段の土止めブロックの側壁部上縁を位置決め
する位置決め部を設けたことを特徴とする請求項1記載
の土止めブロック。
3. The earth retaining block according to claim 1, wherein the bottom plate portion is provided on its lower surface with a positioning portion for positioning the upper edge of the side wall portion of the lower soil retaining block when the front and rear surfaces are stacked.
JP6051355A 1994-02-23 1994-02-23 Earth stop block Expired - Fee Related JP2549269B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6051355A JP2549269B2 (en) 1994-02-23 1994-02-23 Earth stop block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6051355A JP2549269B2 (en) 1994-02-23 1994-02-23 Earth stop block

Publications (2)

Publication Number Publication Date
JPH07233536A JPH07233536A (en) 1995-09-05
JP2549269B2 true JP2549269B2 (en) 1996-10-30

Family

ID=12884631

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6051355A Expired - Fee Related JP2549269B2 (en) 1994-02-23 1994-02-23 Earth stop block

Country Status (1)

Country Link
JP (1) JP2549269B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101028709B1 (en) * 2008-07-21 2011-04-14 이월자 A vegetating block having stair form sidewalls, consruction method of stacking set back stepping stones using the same and the retaining wall for planting
KR100946224B1 (en) * 2008-08-08 2010-03-08 (주)지성이씨에스 Soil mass block for front side vegetation and Retaining wall using the same

Also Published As

Publication number Publication date
JPH07233536A (en) 1995-09-05

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