JP2002194755A - Block equipped with drain gutters - Google Patents

Block equipped with drain gutters

Info

Publication number
JP2002194755A
JP2002194755A JP2000396093A JP2000396093A JP2002194755A JP 2002194755 A JP2002194755 A JP 2002194755A JP 2000396093 A JP2000396093 A JP 2000396093A JP 2000396093 A JP2000396093 A JP 2000396093A JP 2002194755 A JP2002194755 A JP 2002194755A
Authority
JP
Japan
Prior art keywords
block
groove
drainage
normal
drain
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
JP2000396093A
Other languages
Japanese (ja)
Other versions
JP4691250B2 (en
Inventor
Takayuki Otsuki
隆行 大月
Satoshi Matsuoka
智 松岡
Shuji Ono
修司 小野
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.)
Landes Co Ltd
Original Assignee
Landes 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 Landes Co Ltd filed Critical Landes Co Ltd
Priority to JP2000396093A priority Critical patent/JP4691250B2/en
Publication of JP2002194755A publication Critical patent/JP2002194755A/en
Application granted granted Critical
Publication of JP4691250B2 publication Critical patent/JP4691250B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Retaining Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a block equipped with drain gutters, which smoothly guides water from a rear surface to a front surface of a retaining wall, eliminates efflux within the retaining wall, and is easy to produce. SOLUTION: The block has a beam 2 arranged thereacross from a front wall 1 toward a rear portion thereof, and a gutter 3 is formed in an upper surface or a lower surface of the beam 2 from the rear portion toward the front wall. Further, a normal-time drain gutter 6 communicating with the gutter is formed at a front portion of the block so as to extend toward an end of the block. In this manner, the block equipped with drain gutters is formed.

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】本発明は擁壁背面の水抜きを
可能にした排水溝付きブロックに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage block capable of draining the back of a retaining wall.

【0002】[0002]

【従来の技術】擁壁の背面に生じる水圧を減らすこと
は、擁壁の安定性の面から重要である。また、排水を背
面から所定の方向に導いて、そこから排水溝などへ流す
ことも施工面やメンテナンス、耐久性の面から重要とな
る。そこで、従来より擁壁を構成するブロックに水抜き
孔を設けた例が多くみられる。例えば実開平5-16843
号、特開平11-61857号などである。
2. Description of the Related Art It is important to reduce the water pressure generated on the back of a retaining wall from the viewpoint of the stability of the retaining wall. In addition, it is also important to guide the drainage in a predetermined direction from the back and to flow the drainage to a drainage ditch or the like from the viewpoint of construction, maintenance, and durability. Therefore, there are many examples in which a drain hole is provided in a block constituting a retaining wall. For example, actual Kaihei 5-186843
And JP-A-11-61857.

【0003】[0003]

【発明が解決しようとする課題】前者の実開平5-16843
号はブロックの側壁へ傾斜溝を設けて背面から擁壁の前
面へと水を導いている。しかしながら側壁は目地コンク
リートを用いてブロック同士を接着する場合がほとんど
で、目詰まりを生じやすい。また、傾斜溝から水が垂直
方向に側壁を伝って落ちるので、目地コンクリートの浸
食が起き、擁壁の劣化速度も速い難点がある。後者の特
開平11-61857号のようにブロックの躯体内に貫通孔を設
けるためには、抜き型との絡みで製造工程を複雑化し、
貫通孔を設ける部位によっては強度低下を招く難点があ
る。また、排水とそれに繁殖する苔の繁茂や水垢等によ
り擁壁の正面を汚くするなど、景観上好ましくない例も
みられる。そこで本発明は擁壁の背面から前面へと水を
円滑に導くと共に、擁壁内での流下を無くし、しかも製
造が容易な排水溝付きブロックについて検討した。
[Problems to be Solved by the Invention]
No. has an inclined groove on the side wall of the block to guide water from the back to the front of the retaining wall. However, most of the side walls are bonded to each other using joint concrete, so that clogging is likely to occur. In addition, since water falls down the inclined groove along the side wall in a vertical direction, the joint concrete is eroded, and the deterioration speed of the retaining wall is high. In order to provide a through-hole in the body of the block as in the latter JP-A-11-61857, the manufacturing process is complicated by entanglement with the punching die,
There is a problem that strength is reduced depending on a portion where the through hole is provided. In addition, there are cases in which the front of the retaining wall is made dirty by drainage and the growth of moss and scales that propagate in the drainage, which is not preferable in view of the landscape. Therefore, the present invention has studied a block with a drain groove, which guides water smoothly from the back surface to the front surface of the retaining wall, eliminates the flow in the retaining wall, and is easy to manufacture.

【0004】[0004]

【課題を解決するための手段】上記課題を検討した結
果、ブロックの前壁から背部方向に設けられた梁の上面
又は下面に背部から前壁に向かって溝を設けた排水溝付
きブロックとしたのである。この溝の勾配は、ブロック
の躯体が擁壁等に施工された場合にブロック前壁側が実
質的に下り勾配となることが好ましい。また、ブロック
の前壁から背部方向に設けられた梁の上面又は下面に背
部から前壁に向かって前記溝を設けると共に、ブロック
前部へ溝に連通する平常時排水溝をブロック端部に向け
て設けたのである。この平常時排水溝に排水を可能とす
るために、溝の前部に堰(せき)を設けるか、又は溝の底
部よりも平常時排水溝の底部を低く形成するとよい。ブ
ロックの片端部又は両端部における平常時排水溝の端部
には、下段ブロックの平常時排水溝へ排水を誘導するた
めの縦方向の平常時排水溝を設けるのが望ましい。
As a result of studying the above problems, a block with a drain groove is provided in which a groove is provided on the upper surface or the lower surface of a beam provided in the back direction from the front wall of the block toward the front wall from the back. It is. It is preferable that the slope of the groove has a substantially downward slope on the front wall side of the block when the body of the block is constructed on a retaining wall or the like. In addition, the above-mentioned groove is provided from the back to the front wall on the upper surface or the lower surface of the beam provided from the front wall of the block to the back, and the normal drainage groove communicating with the groove to the front of the block is directed toward the end of the block. It was provided. In order to allow drainage in the normal drainage ditch, a weir may be provided at the front of the ditch, or the bottom of the normal drainage ditch may be formed lower than the bottom of the ditch. At one end or both ends of the block, it is desirable to provide a vertical normal drain for guiding drainage to the normal drain of the lower block at the end of the normal drain.

【0005】この底部が低い平常時排水溝は、ブロック
を芋積みするタイプの場合、梁上に設けた溝からブロッ
ク端部に向けて設けるだけでもよく、千鳥積みするタイ
プの場合、平常時排水溝をブロックの前壁中央付近から
溝を経てブロック端部に達するように設けるとよい。こ
のように設けると、上段ブロックの背部からの排水が排
水溝を伝わり、平常時には平常時排水溝を経てブロック
端部から目地部を流下し、下段のブロックの平常時排水
溝を更に伝わり、下方へと流れるのである。したがっ
て、平常時に排水が擁壁表面を流れることがない。しか
し、流量増加時には排水溝の前方から増加分が擁壁外へ
と流出して擁壁背面の水圧低下を可能にするのである。
In the case of a type in which blocks are stacked in potatoes, the normal drainage groove having a low bottom portion may be provided only from the groove provided on the beam toward the end of the block. The groove may be provided so as to reach from the vicinity of the center of the front wall of the block to the end of the block via the groove. When provided in this manner, drainage from the back of the upper block is transmitted through the drainage groove, flows down from the end of the block through the drainage groove during normal times, and joints from the end of the block. It flows to. Therefore, drainage does not flow on the retaining wall surface in normal times. However, when the flow rate increases, the increased amount flows out of the retaining wall from the front of the drainage ditch, and the water pressure at the back of the retaining wall can be reduced.

【0006】[0006]

【発明の実施の形態】以下本発明を詳細に説明する。図
1は本発明実施例の排水溝付きブロックの平面図、図2
は図1中A−A断面図、図3は図1中P部拡大図、図4
は図2中Q部拡大図である。更に、図5は本実施例の排
水溝付きブロックを芋積みした場合の要部斜視図であ
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail. FIG. 1 is a plan view of a block with a drain groove according to an embodiment of the present invention, and FIG.
1 is an AA sectional view in FIG. 1, FIG. 3 is an enlarged view of a P part in FIG. 1, FIG.
FIG. 3 is an enlarged view of a portion Q in FIG. 2. FIG. 5 is a perspective view of a main part when the blocks with drainage grooves according to the present embodiment are piled in potatoes.

【0007】これらの図から明らかなように、この排水
溝付きブロックはブロックの前壁1から背部方向に設け
られた梁2の上面に溝3を設けている。この例では背部
に後壁4を有しているが、T形、L形、π形等後壁のな
いものにも梁2さえあれば、その上部に溝3を設けて同
様な構造とすることができる。この例では梁2の下面に
も溝5を設けて、下部ブロックの上面の溝3と施工時
に、もなか合わせにすることにより穴径を大にして流量
増大時に対応させている。この例では溝3は前壁1側が
低い下り勾配となっているが、擁壁がもたれ構造である
か、垂直壁面とするか、使用態様によって、必ずしも製
品の溝3に下り勾配を設ける必要性がないケースも考え
られる。溝3は複数の梁2のそれぞれに上面又は下面の
いずれにも設けることができる。
As apparent from these figures, this block with a drain groove has a groove 3 provided on the upper surface of a beam 2 provided from the front wall 1 to the back of the block. In this example, the rear wall 4 is provided on the back. However, if there is only the beam 2 in a structure without a rear wall, such as a T-shaped, an L-shaped, or a π-shaped, the groove 3 is provided on the upper portion to have a similar structure. be able to. In this example, a groove 5 is also provided on the lower surface of the beam 2 so that the groove 5 is formed at the time of construction with the groove 3 on the upper surface of the lower block so that the hole diameter is increased to cope with an increase in flow rate. In this example, the groove 3 has a low downward slope on the front wall 1 side, but it is necessary to provide a downward slope in the groove 3 of the product depending on whether the retaining wall has a leaning structure, a vertical wall surface, or a use mode. There may be no case. The groove 3 can be provided on each of the plurality of beams 2 on either the upper surface or the lower surface.

【0008】このブロックの前部の様子が図3及び図4
に見られる。ブロック前部へ溝3に連通する平常時排水
溝6をブロック端部(図面左右方向端部)に向けて設けた
のである。この平常時排水溝6に排水を可能とするため
に、溝3の前部に堰7を設けている。堰7は溝3の底部
から上部の開口を残して起立した突起である。平常時排
水溝6に排水を可能とするためには、溝3の底部よりも
平常時排水溝6の底部を低く形成してもよい。
FIGS. 3 and 4 show the state of the front part of this block.
Seen in The normal drainage groove 6 communicating with the groove 3 is provided to the front of the block toward the end of the block (the end in the left-right direction in the drawing). A weir 7 is provided at the front of the groove 3 in order to enable drainage to the drainage groove 6 at normal times. The weir 7 is a projection that stands up from the bottom of the groove 3 leaving an opening at the top. In order to enable drainage to the normal drainage groove 6, the bottom of the normal drainage groove 6 may be formed lower than the bottom of the groove 3.

【0009】図5に、この実施例の排水溝付きブロック
を芋積みした例を示す。上段ブロックの背部からの排水
が溝3を流れ、平常時排水溝6を経てブロック端部から
目地部9を流下し、下方へと流れる。しかし、流量が増
加すると、図4にみられるように、溝3の前方の堰7を
越えて擁壁外へと流出するのである。
FIG. 5 shows an example in which the blocks with drainage grooves of this embodiment are piled up in potatoes. Drainage from the back of the upper block flows through the groove 3, flows down the joint 9 from the end of the block through the drainage groove 6, and flows downward. However, when the flow rate increases, as shown in FIG. 4, the water flows out of the retaining wall beyond the weir 7 in front of the groove 3.

【0010】図6は本発明の他の実施例の排水溝付きブ
ロックを千鳥積みにした例の斜視図である。千鳥積みを
可能とするために、ブロックの梁2に設けられた溝3に
前方で交わる平常時排水溝6をブロックの前壁中央付近
から溝3を経てブロック端部に達するように設けるとよ
い。上段ブロックの背部からの排水が溝3を流れ、平常
時排水溝6を経てブロック端部から目地部9を流下し、
下段のブロックの平常時排水溝6を更に伝わり、下方へ
と流れる。なお、施工場所の縦断勾配に合わせるため
に、ブロックを施工延長方向に勾配をもたせて使用する
必要があるが、そのような使用に対応するために、平常
時排水溝6を前壁中央付近から両側へブロック端部に達
するように設けることも有効である。その例を次に示
す。
FIG. 6 is a perspective view of another embodiment of the present invention in which blocks with drain grooves are staggered. In order to enable the staggered stacking, a normal drainage groove 6 which intersects the groove 3 provided in the beam 2 of the block at the front is preferably provided so as to reach from the vicinity of the center of the front wall of the block through the groove 3 to the end of the block. . Drainage from the back of the upper block flows through the groove 3, flows down the joint 9 from the end of the block through the drainage groove 6 in normal times,
The water further flows down the drainage groove 6 of the lower block and flows downward. In addition, in order to match the vertical gradient of the construction site, it is necessary to use the block with a gradient in the construction extension direction, but in order to cope with such use, the drainage groove 6 is normally placed near the center of the front wall. It is also effective to provide both sides to reach the end of the block. An example is shown below.

【0011】図7は本発明の排水溝付きブロック他の実
施例の平面図である。ブロックの梁2に設けられた溝3
に前方で交わる平常時排水溝6を、ブロックの前壁中央
付近から溝3を経てブロックの両端部へ達するように設
けている。図8に示すように溝3を流れた排水は、平常
時排水溝6で左右にいずれの方向にでも流れることがで
きる。図9は図7中のB-B断面図であり、図10は図9中S
部拡大図である。この例では梁2の下面に設けた溝5を
深く形成し、そのまま前壁1に開口し、開口の手前で下
段の平常時排水溝6と交わる構造である。水量が少ない
時には平常時排水溝6を流れ、水量が多いと開口部5aか
ら流れるのである。図11は本実施例の排水溝付きブロッ
クを芋積みにした例の斜視図である。更に、図12は同ブ
ロックを千鳥積みした例である。
FIG. 7 is a plan view of another embodiment of the block with a drain groove according to the present invention. Groove 3 provided in beam 2 of block
The drainage groove 6 which normally intersects the front of the block is provided so as to reach both ends of the block from near the center of the front wall of the block via the groove 3. As shown in FIG. 8, the drainage flowing in the groove 3 can flow in the drainage groove 6 in the normal direction in either direction. 9 is a sectional view taken along line BB in FIG. 7, and FIG.
It is a part enlarged view. In this example, a groove 5 provided on the lower surface of the beam 2 is formed deeply, opened to the front wall 1 as it is, and intersects with the lower normal drainage groove 6 just before the opening. When the amount of water is small, the water normally flows through the drainage groove 6, and when the amount of water is large, the water flows from the opening 5a. FIG. 11 is a perspective view of an example in which the block with a drain groove of the present embodiment is piled up in potatoes. FIG. 12 shows an example in which the blocks are staggered.

【0012】図13は更に本発明の排水溝付きブロックの
他の実施例を示しており、図14(図13中のC-C断面相当)
にそのブロックを積んだ状態を示す。この例では、梁2
の下面に設けた溝5等に代えて排水を集める集水溝10を
梁2と前壁1との交点付近に平常時排水溝6に連通させ
て設けている。
FIG. 13 shows another embodiment of the block with a drain groove according to the present invention, and FIG. 14 (corresponding to the CC section in FIG. 13).
Shows the state where the blocks are stacked. In this example, beam 2
A water collecting groove 10 for collecting drainage is provided near the intersection of the beam 2 and the front wall 1 so as to normally communicate with the drainage groove 6 in place of the groove 5 and the like provided on the lower surface of the main body.

【0013】図15は溝3のみを備えた排水溝付きブロッ
クを芋積みした例を示す。背面の法面が常時排水を必要
としない場合には、平常時排水溝を特に設ける必要がな
いこともある。
FIG. 15 shows an example in which blocks with drainage grooves provided only with the grooves 3 are piled up. If the rear slope does not require drainage at all times, it may not be necessary to provide a drainage channel at normal times.

【0014】平常時排水溝6を前壁上に設ける場合に、
図16に示すように堰7がブロックの前壁端部まで延長さ
れた構造であっても構わない。なお、平常時排水溝6の
許容流量が流量増大時に充分に対応できる場合には、溝
3の前端は前壁の上端まで閉鎖されていても構わない。
When the drainage groove 6 is normally provided on the front wall,
As shown in FIG. 16, the weir 7 may be extended to the end of the front wall of the block. If the allowable flow rate of the drainage groove 6 can normally cope with an increase in the flow rate, the front end of the groove 3 may be closed to the upper end of the front wall.

【0015】[0015]

【発明の効果】本発明の排水溝付きブロックは擁壁の背
面から前面へと水を円滑に導くことができて、擁壁の保
全に寄与する。擁壁内での水の浸食や強度低下を無く
し、しかも、通常の成形型を排水溝部分の成形が可能と
なるように変更するだけであるから、コストの増加もほ
とんどなく、製造も容易である。通常の擁壁等の施工方
法と変わりない施工で、背面の排水を前面へ排出可能に
することができる。
The block with drainage grooves of the present invention can guide water smoothly from the back to the front of the retaining wall, and contribute to the maintenance of the retaining wall. Eliminating water erosion and strength reduction in the retaining wall, and simply changing the normal mold so that the drain groove can be formed, there is almost no increase in cost and easy manufacturing. is there. The drainage on the back side can be discharged to the front side by the same construction method as that of a normal retaining wall.

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

【図1】本発明実施例の排水溝付きブロックの平面図で
ある。
FIG. 1 is a plan view of a block with a drain groove according to an embodiment of the present invention.

【図2】図1中A−A断面図である。FIG. 2 is a sectional view taken along the line AA in FIG.

【図3】図1中P部拡大図である。FIG. 3 is an enlarged view of a part P in FIG.

【図4】図2中Q部拡大図である。FIG. 4 is an enlarged view of a portion Q in FIG. 2;

【図5】本実施例の排水溝付きブロックを芋積みした場
合の要部斜視図である。
FIG. 5 is a perspective view of a main part when the blocks with drainage grooves according to the present embodiment are piled up in potatoes.

【図6】本発明の他の実施例の排水溝付きブロックを千
鳥積みにした例の斜視図である。
FIG. 6 is a perspective view of an example in which blocks with drainage grooves according to another embodiment of the present invention are stacked in a staggered manner.

【図7】本発明の排水溝付きブロック他の実施例の平面
図である。
FIG. 7 is a plan view of another embodiment of the block with a drain groove of the present invention.

【図8】図7中R部拡大図である。FIG. 8 is an enlarged view of a portion R in FIG. 7;

【図9】図7中のB-B断面図である。FIG. 9 is a sectional view taken along the line BB in FIG. 7;

【図10】図9中S部拡大図である。FIG. 10 is an enlarged view of a portion S in FIG. 9;

【図11】本発明実施例の排水溝付きブロックを芋積み
にした例の斜視図である。
FIG. 11 is a perspective view of an example in which the blocks with drainage grooves according to the embodiment of the present invention are stacked in potatoes.

【図12】同ブロックを千鳥積みした例の斜視図であ
る。
FIG. 12 is a perspective view of an example in which the blocks are staggered.

【図13】他の実施例の排水溝付きブロックの斜視図で
ある。
FIG. 13 is a perspective view of a block with a drain groove according to another embodiment.

【図14】図13中のC-C断面図である。FIG. 14 is a sectional view taken along line CC in FIG.

【図15】溝のみを備えた排水溝付きブロックを芋積み
にした例の斜視図である。
FIG. 15 is a perspective view of an example in which blocks with drain grooves provided only with grooves are stacked in potatoes.

【図16】本発明の他の実施例の排水溝付きブロックの
斜視図である。
FIG. 16 is a perspective view of a drain grooved block according to another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 前壁 2 梁 3 溝 4 後壁 5 梁下面の溝 6 平常時排水溝 7 堰 9 目地部 10 集水溝 Reference Signs List 1 front wall 2 beam 3 groove 4 rear wall 5 groove on lower surface of beam 6 normal drainage ditch 7 weir 9 joint 10 water collection ditch

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小野 修司 岡山県真庭郡落合町大字開田630番地1 ランデス株式会社内 Fターム(参考) 2D048 AA23 CA11  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Shuji Ono 630-1, Kaida, Ochiai-cho, Maniwa-gun, Okayama Prefecture F-term in Landes Corporation (reference) 2D048 AA23 CA11

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 ブロックの前壁から背部方向に設けられ
た梁の上面又は下面に背部から前壁に向かって溝を設け
た排水溝付きブロック。
1. A block with a drain groove in which a groove is provided on an upper surface or a lower surface of a beam provided from a front wall of the block toward a back portion from the back portion toward the front wall.
【請求項2】 ブロックの前壁から背部方向に設けられ
た梁の上面又は下面に背部から前壁に向かって溝を設
け、ブロック前部へ前記溝に連通する平常時排水溝をブ
ロック端部に向けて設けた排水溝付きブロック。
2. A groove is provided on an upper surface or a lower surface of a beam provided from a front wall of a block to a back portion toward a front wall from a back portion, and a normal drainage groove communicating with the groove is formed at a block front portion at a block end portion. Block with drain groove provided for
【請求項3】 平常時排水溝へ排水を可能とするため
に、溝の前部に堰を形成、又は溝の底部よりも平常時排
水溝の底部を低く形成した請求項2記載の排水溝付きブ
ロック。
3. The drainage ditch according to claim 2, wherein a weir is formed at the front of the ditch, or the bottom of the normal drainage ditch is formed lower than the bottom of the ditch to enable drainage to the drainage ditch in normal times. With block.
【請求項4】 平常時排水溝の片端部又は両端部にブロ
ック縦方向の平常時排水溝を設け下段ブロックの平常時
排水溝へ排水を可能とした請求項2記載の排水溝付きブ
ロック。
4. The block with a drain groove according to claim 2, wherein a normal drain groove in a block vertical direction is provided at one end or both ends of the normal drain groove to enable drainage to the normal drain groove of the lower block.
JP2000396093A 2000-12-26 2000-12-26 Drainage block Expired - Fee Related JP4691250B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000396093A JP4691250B2 (en) 2000-12-26 2000-12-26 Drainage block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000396093A JP4691250B2 (en) 2000-12-26 2000-12-26 Drainage block

Publications (2)

Publication Number Publication Date
JP2002194755A true JP2002194755A (en) 2002-07-10
JP4691250B2 JP4691250B2 (en) 2011-06-01

Family

ID=18861451

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000396093A Expired - Fee Related JP4691250B2 (en) 2000-12-26 2000-12-26 Drainage block

Country Status (1)

Country Link
JP (1) JP4691250B2 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03156026A (en) * 1989-11-14 1991-07-04 Shimizu Corp Steep-sloped banking equipped with downspout drain outlet, and wall body and wall surface unit therefor
JPH05339954A (en) * 1992-06-08 1993-12-21 Marutaka Concrete Kogyo Kk Construction method for block stacked retaining wall and stacking block
JPH0657767A (en) * 1992-08-05 1994-03-01 Fujita Corp Construction of precast gravity type retaining wall
JPH1161857A (en) * 1997-08-21 1999-03-05 Mitani Sekisan Co Ltd Retaining wall block

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03156026A (en) * 1989-11-14 1991-07-04 Shimizu Corp Steep-sloped banking equipped with downspout drain outlet, and wall body and wall surface unit therefor
JPH05339954A (en) * 1992-06-08 1993-12-21 Marutaka Concrete Kogyo Kk Construction method for block stacked retaining wall and stacking block
JPH0657767A (en) * 1992-08-05 1994-03-01 Fujita Corp Construction of precast gravity type retaining wall
JPH1161857A (en) * 1997-08-21 1999-03-05 Mitani Sekisan Co Ltd Retaining wall block

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