JP2791744B2 - Retaining wall block - Google Patents

Retaining wall block

Info

Publication number
JP2791744B2
JP2791744B2 JP5325782A JP32578293A JP2791744B2 JP 2791744 B2 JP2791744 B2 JP 2791744B2 JP 5325782 A JP5325782 A JP 5325782A JP 32578293 A JP32578293 A JP 32578293A JP 2791744 B2 JP2791744 B2 JP 2791744B2
Authority
JP
Japan
Prior art keywords
filling
block
retaining wall
concrete
end surface
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 - Lifetime
Application number
JP5325782A
Other languages
Japanese (ja)
Other versions
JPH07150573A (en
Inventor
実 小山
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.)
YAMATOMI SANGYO KK
Original Assignee
YAMATOMI SANGYO KK
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 YAMATOMI SANGYO KK filed Critical YAMATOMI SANGYO KK
Priority to JP5325782A priority Critical patent/JP2791744B2/en
Publication of JPH07150573A publication Critical patent/JPH07150573A/en
Application granted granted Critical
Publication of JP2791744B2 publication Critical patent/JP2791744B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)

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、擁壁用ブロックに関
し、特に間詰めコンクリートの充填を容易にすると共
に、上下に隣接するブロックの結合強度を増した擁壁用
ブロックに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall block, and more particularly to a retaining wall block which facilitates the filling of interlining concrete and has an increased bonding strength between vertically adjacent blocks.

【0002】[0002]

【従来の技術】周知のように、道路、鉄道等の法面、宅
地造成地等の傾斜面、または河川等の護岸等においては
コンクリートブロックにより擁壁を構成している。この
擁壁は、一般に挿通孔を開設したコンクリートブロック
を布積し、上記挿通孔に鉄筋を通すと共に間詰めコンク
リートを充填して固定してある。
2. Description of the Related Art As is well known, a concrete block forms a retaining wall on a slope of a road, a railroad or the like, a slope of a residential land development, or a seawall of a river. This retaining wall is generally laid with a concrete block having an insertion hole, and a reinforcing bar is passed through the insertion hole and filled with filling concrete to be fixed.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
擁壁用ブロックの挿通孔は、単に筒状に開口しているだ
けであるので、ブロックを積み上げて各挿通孔を連通さ
せ、間詰めコンクリートを擁壁の上端から投入しても、
途中で詰まって下段のブロックまで充分に行き渡らなか
ったり、上下に隣接するブロック同士の結合力が弱かっ
た。本発明は上記に鑑み提案されたもので、間詰めコン
クリートを確実に充填可能であると共に、間詰めコンク
リートにより充分な結合力を得ることができる擁壁用ブ
ロックを提供することを目的とする。
However, since the insertion holes of the conventional retaining wall block are merely opened in a cylindrical shape, the blocks are stacked to communicate with each of the insertion holes, and the concrete is filled. Even when thrown in from the top of the retaining wall,
The block was clogged on the way and did not sufficiently reach the lower block, or the bonding strength between the vertically adjacent blocks was weak. The present invention has been proposed in view of the above, and an object of the present invention is to provide a retaining wall block capable of reliably filling a filling concrete and obtaining a sufficient bonding force by the filling concrete.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
本発明は、ブロック本体の上端面と下端面とに連通する
挿通孔を備える擁壁用ブロックであって、上記挿通孔
を、上端面に開口する上側開口端が広くて内部下方に向
けて狭くなる上充填部と、下端面に開口する下側開口端
が広くて内部上方に向けて狭くなる下充填部とを少なく
とも有し、前記上充填部と下充填部とが上下方向におい
て一直線状となって連通されていることを特徴とする。
SUMMARY OF THE INVENTION To achieve the above object, the present invention relates to a retaining wall block having an insertion hole communicating with an upper end surface and a lower end surface of a block main body. An upper filling portion that has an upper opening end that opens wide and narrows downward toward the inside, and a lower filling portion that has a lower opening end that opens to the lower end surface and narrows upward toward the inside, at least, The upper filling part and the lower filling part are communicated in a straight line in the vertical direction.

【0005】[0005]

【作用】挿通孔の上下端に設けた開口端が広く内部が狭
い充填部において、間詰めコンクリートの有効断面積が
増加し、上下に隣接するブロックを強固に連結すること
ができ、しかも間詰めコンクリートを充填する際に、充
填部が上側のロート状と下側のロート状とが作用するの
で、当該間詰めコンクリートを確実に、隙間なく密に挿
通孔内を流下させることができる。
In the filling portion having a wide opening end provided at the upper and lower ends of the insertion hole and a narrow inside, the effective cross-sectional area of the filling concrete increases, and the vertically adjacent blocks can be firmly connected, and furthermore, the filling becomes possible. When the concrete is filled, the filling portion acts on the upper funnel and the lower funnel, so that the filling concrete can flow down the inside of the insertion hole securely and without gaps.

【0006】[0006]

【実施例】以下、本発明を図示の一実施例について説明
すと、図1は本発明に係る擁壁用ブロックにより施工し
た擁壁の一部を欠截した断面図、図2は擁壁の一部を欠
截した正面図である。また、図3は本発明に係る擁壁用
ブロックの斜視図、図4は一部を欠截した正面図、図5
は平面図、図6は図5におけるA−A線断面図を示す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to one embodiment shown in the drawings. FIG. 1 is a cross-sectional view of a part of a retaining wall constructed by a retaining wall block according to the present invention, and FIG. It is the front view which omitted some. FIG. 3 is a perspective view of the retaining wall block according to the present invention, FIG. 4 is a partially cutaway front view, and FIG.
6 is a plan view, and FIG. 6 is a sectional view taken along line AA in FIG.

【0007】本発明に係る擁壁用ブロック1の概略は、
図3ないし図6に示すようなコンクリート製品であっ
て、ブロック本体の上端面2から下端面3にまで連通す
る挿通孔4を備え、該挿通孔4は上下方向に一直線状で
あって、上端面2または下端面3に開口する開口端が広
くで内部に向けて次第に狭くなる充填部5を上端部及び
下端部に備えている。
The outline of the retaining wall block 1 according to the present invention is as follows.
A concrete product as shown in FIGS. 3 to 6, comprising a through hole 4 communicating from the upper end surface 2 to the lower end surface 3 of the block main body, and the through hole 4 is vertically straight, The upper end and the lower end are provided with a filling portion 5 whose opening end opening to the end surface 2 or the lower end surface 3 is wide and gradually narrows toward the inside.

【0008】前記ブロック1は、例えば厚肉で横長な長
方形状で、上端面2の厚さ方向の途中に横方向に延びる
半円形状の上凸部6を形成し、下端面3には上記上凸部
6に対応する半円形状の下凹部7を横方向に形成する。
また、両側端面には半円形状の縦溝部8を形成する。ま
た、ブロック1の厚さ方向のほゞ中央部分には、当該ブ
ロック1の上端面2と下端面3とに一直線状となって連
通し、鉄筋を挿通すると共に間詰めコンクリートを充填
する挿通孔4を左右に形成する。尚、上記各挿通孔4
は、中心が当該ブロック1のそれぞれの側端から横幅の
ほゞ4分の1の位置に形成されている。
The block 1 is, for example, a thick and horizontally long rectangular shape, and has a semicircular upper convex portion 6 extending in the horizontal direction in the middle of the upper end surface 2 in the thickness direction. A semicircular lower concave portion 7 corresponding to the upper convex portion 6 is formed in the lateral direction.
In addition, semicircular vertical grooves 8 are formed on both end surfaces. A substantially central portion in the thickness direction of the block 1 communicates with the upper end surface 2 and the lower end surface 3 of the block 1 in a straight line, and inserts a reinforcing bar and fills with filling concrete. 4 are formed on the left and right. Note that each of the insertion holes 4
Is formed at a position where the center is approximately one-fourth of the lateral width from each side end of the block 1.

【0009】上記挿通孔4は、図示の実施例によれば、
横断面の形状がほゞ小判型をしている。この挿通孔4
は、ブロック本体の上方には、上端面2に開口する開口
端が幅広で内部の下方に向けて次第に狭くなる上充填部
5aを備えている。またブロック本体の下方には、下端
面3に開口する開口端が幅広で内部の上方に向けて次第
に狭くなる下充填部5bを備えている。そして、上記上
充填部5aと下充填部5bとは、上記上充填部5aから
下充填部5bへ向けて緩く狭くなるテーパー状の連通部
9により上下方向において一直線状となって挿通孔4を
構成している。尚、図示の実施例では、充填部5の前後
方向の中心位置が連通部9の中心より僅かに後方へ偏心
するとともに、前記充填部5の後壁の傾斜が前壁の傾斜
よりも緩くなっている。また、前記上凸部6及び下凹部
7が充填部5によって分断されている。
According to the embodiment shown in FIG.
The cross section is almost oval. This insertion hole 4
The upper part of the block body is provided with an upper filling portion 5a whose opening end opening to the upper end surface 2 is wide and gradually narrows downward. Below the block main body, there is provided a lower filling portion 5b whose opening end opening to the lower end face 3 is wide and gradually narrows upward in the interior. The upper filling portion 5a and the lower filling portion 5b are linearly formed in the vertical direction by the tapered communication portion 9 that gradually narrows from the upper filling portion 5a to the lower filling portion 5b. Make up. In the illustrated embodiment, the center of the filling portion 5 in the front-rear direction is slightly eccentric to the rear of the center of the communication portion 9 and the inclination of the rear wall of the filling portion 5 is smaller than the inclination of the front wall. ing. The upper convex portion 6 and the lower concave portion 7 are separated by the filling portion 5.

【0010】前記ブロック本体の表面側には、装飾面を
構成するように、天然石模様あるいは人工模様状の装飾
溝10を設けたり、表面を粗面に仕上げた装飾層11を
形成してもよい。
On the front side of the block body, a decorative groove 10 having a natural stone pattern or an artificial pattern may be provided so as to form a decorative surface, or a decorative layer 11 having a roughened surface may be formed. .

【0011】上記のような構成の本発明のブロック1
は、型枠にコンクリートを充填して成形される。この製
造工程では、上下の充填部5a、5bにおいて上端面又
は下端面に向けて拡がる傾斜を有するので、型枠から離
型する際の摩擦抵抗が減少し、挿通孔4を形成するため
に設けた中子の抜けが良好である。しかも、製造された
ブロック1の空間部が多くなるので、当該ブロック1の
軽量化に寄与することができる。
The block 1 of the present invention having the above configuration
Is formed by filling a form with concrete. In this manufacturing process, since the upper and lower filling portions 5a and 5b have an inclination that expands toward the upper end surface or the lower end surface, frictional resistance when releasing from the mold is reduced, and the provision is made for forming the insertion hole 4. The core is well removed. In addition, since the space portion of the manufactured block 1 is increased, it is possible to contribute to the weight reduction of the block 1.

【0012】次に、上記のような構成の本発明のブロッ
ク1を用いて施工する擁壁20及びその施工法を説明す
る。
Next, a description will be given of a retaining wall 20 constructed using the block 1 of the present invention having the above configuration and a method of constructing the retaining wall.

【0013】擁壁20の具体的施工法としては、先ず法
面21の下端の地盤22に上面が均された基礎コンクリ
ート23を形成する。この基礎コンクリート23は、横
長なコンクリートブロック1を横方向に敷設して形成し
てもよいし、或は場所打ちコンクリート等によって形成
してもよい。
As a concrete construction method of the retaining wall 20, first, a foundation concrete 23 whose upper surface is leveled is formed on the ground 22 at the lower end of the slope 21. The foundation concrete 23 may be formed by laying the horizontally long concrete block 1 in the horizontal direction, or may be formed by cast-in-place concrete or the like.

【0014】上記基礎コンクリート23には、所定の巾
で鉄筋24を立設し、この鉄筋24を挿通孔4に通しな
がら最下段のブロック1を横方向に敷設する。次に、上
記最下段のブロック1の上に、次段に積むブロック1を
横幅方向に2分の1だけ位置をずらした状態で、鉄筋2
4を各挿通孔4に一連に挿通するとともに載置する。そ
して、順次上側にブロック1を横幅方向の2分の1だけ
位置をずらせながら載置して布積する。尚、ブロック1
の背面側、即ち法面21の表面には栗石25等を敷設し
ておく。
A reinforcing bar 24 is erected on the foundation concrete 23 with a predetermined width, and the lowermost block 1 is laid laterally while passing the reinforcing bar 24 through the insertion hole 4. Next, the block 1 to be stacked in the next stage is shifted on the lowermost block 1 by a half in the width direction,
4 are inserted into the respective insertion holes 4 in series and placed. Then, the blocks 1 are sequentially placed on the upper side while being shifted in position by a half in the lateral width direction, and are laid. Block 1
Is placed on the back side of the slab, that is, on the surface of the slope 21.

【0015】上記のようにして各ブロック1を布積する
と、上下に隣接する各ブロック1の挿通孔4が上下方向
に一連に連通する。そして、この連通した各ブロック1
の挿通孔4には間詰めコンクリート26を連通する挿通
孔4に充填する。即ち、最上段のブロック1の上充填部
5aから間詰めコンクリート26を自重で流し込むので
ある。このとき、本発明によるブロック1の挿通孔4の
上下端には上方若しくは下方に拡開する充填部5a,5
bが設けてあり、上方に向けて拡開する上充填部5aが
上向きのロート状に作用するとともに、下方に向けて拡
開する下充填部5bが下向きのロート状に作用する。し
たがって、間詰めコンクリート26が上下方向に一連と
なっている各挿通孔4を流下する場合、上充填部5aが
上向きの漏斗状となって間詰めコンクリートを下方に案
内し、下充填部5bが上から流れ込む間詰めコンクリー
トを横方向に拡散させて流下させることになる。このた
め、間詰めコンクリートが各挿通孔を確実に流下するこ
とになり、最下段のブロック1の下充填部5bまで、確
実に間詰めコンクリート26を行き渡らすことができる
ばかりでなく、各挿通孔の充填部に隙間なく密に充填さ
せることができる。尚、左右に隣接するブロック1の縦
溝部8によって形成される空部にも間詰めコンクリート
27を充填する。
When the blocks 1 are stacked as described above, the insertion holes 4 of the vertically adjacent blocks 1 communicate with each other in a vertical direction. Then, each of the connected blocks 1
Are filled in the through holes 4 communicating with the filling concrete 26. That is, the thinned concrete 26 is poured under its own weight from the upper filling portion 5a of the uppermost block 1. At this time, the upper and lower ends of the insertion hole 4 of the block 1 according to the present invention have filling portions 5a, 5 expanding upward or downward.
The upper filling portion 5a that expands upward acts as an upward funnel, and the lower filling portion 5b that expands downward acts as a downward funnel. Therefore, when the filling concrete 26 flows down each of the insertion holes 4 which are arranged in a series in the vertical direction, the upper filling portion 5a has an upward funnel shape to guide the filling concrete downward, and the lower filling portion 5b has the lower filling portion 5b. The filling concrete flowing from above is diffused in the horizontal direction and flows down. For this reason, the filling concrete surely flows down the respective insertion holes, and not only the filling concrete 26 can be surely spread to the lower filling portion 5b of the lowermost block 1 but also the respective filling holes. Can be densely filled without gaps. The hollow space formed by the vertical grooves 8 of the blocks 1 adjacent to the left and right is also filled with the filling concrete 27.

【0016】上記のようにして各ブロック1の挿通孔4
に充填した間詰めコンクリート26が硬化すると、上下
に隣接するブロック1が、互いに連通する上充填部5a
と下充填部5bとに充満した間詰めコンクリート26に
より連結される。この場合、前記上充填部5aと下充填
部5bとにより構成される充填部5の有効断面積が大き
くなっているので、間詰めコンクリート26による結合
力が増大し、確実に連結される。従って、背後からの大
きな土圧によって布積した各ブロック1がずれたり、擁
壁20が崩壊することがない。
As described above, the insertion hole 4 of each block 1
When the filling concrete 26 filled in the space is hardened, the vertically adjacent blocks 1 are connected to each other by the upper filling portions 5a communicating with each other.
And the lower filling portion 5b are connected by the filling concrete 26 filled with the filling. In this case, since the effective cross-sectional area of the filling section 5 constituted by the upper filling section 5a and the lower filling section 5b is large, the bonding force of the filling concrete 26 is increased, and the connection is ensured. Therefore, there is no displacement of each of the blocks 1 laid by the large earth pressure from behind, and the retaining wall 20 does not collapse.

【0017】以上本発明を図面の実施例について説明し
たが、本発明は上記した実施例に限定されるものではな
く、特許請求の範囲に記載した構成を変更しない限り適
宜に実施できる。例えば、図示の実施例では、小判型の
挿通孔を示しているが、この挿通孔の形状は円形や多角
形でもよい。
Although the present invention has been described with reference to the embodiment shown in the drawings, the present invention is not limited to the above-described embodiment, and can be appropriately implemented without changing the configuration described in the claims. For example, in the illustrated embodiment, an oval insertion hole is shown, but the shape of this insertion hole may be circular or polygonal.

【0018】[0018]

【発明の効果】以上要するに本発明によれば、ブロック
本体の上端面と下端面とに連通する挿通孔を備える擁壁
用ブロックであって、上記挿通孔を、上端面に開口する
上側開口端が広くて内部下方に向けて狭くなる上充填部
と、下端面に開口する下側開口端が広くて内部上方に向
けて狭くなる下充填部とを少なくとも有し、前記上充填
部と下充填部とが上下方向において一直線状となって連
通されていることを特徴とする。したがって、例えば表
面積が1m2 程度の大型のブロックであっても、挿通孔
の上充填部と下充填部とによる空間部により著しく軽量
になり、運搬や施工時に取り扱いやすくなる。しかも、
擁壁の施工時において、間詰めコンクリートが流下する
際に、上充填部が上向きの漏斗状となって間詰めコンク
リートを下方に無理なく迅速に流下させ、しかも下充填
部が上から流れ込む間詰めコンクリートを横方向に拡散
させて流下させるため、間詰めコンクリートが途中で詰
まったり挿通孔の内部において空部が発生することがな
く、連通する各ブロックの各挿通孔の充填部に隙間なく
密に充填させることができる。また、連通する挿通孔に
は上向きの漏斗状の充填部と下向きの漏斗状の充填部と
を有するので、間詰めコンクリートが流下する場合にき
わめて迅速となり、擁壁の構築において施工期間の短縮
を図ることができる。更に、施工された擁壁において
は、上下に隣接するブロックの境界部分に、上方に位置
するブロックの下端面に開口する下充填部と、下側に位
置するブロックの上端面に開口する上充填部とが重合状
となって間詰めコンクリートが充満して硬化しているの
で太いこぶ状となるため、上下のブロック相互の結合が
著しく強固となり、法面から強い土圧が作用しても充分
に耐えられるばかりでなく、地震や強風等による天然の
応力が作用しても崩壊したり損傷することが少なく、予
め設計された強度を有する信頼性の高い擁壁を構築する
ことができる。
In summary, according to the present invention, there is provided a retaining wall block having an insertion hole communicating with an upper end surface and a lower end surface of a block body, wherein the insertion hole is opened at an upper end surface. An upper filling portion that is wide and narrows downward toward the inside, and a lower filling portion that has a wide lower opening end that opens to the lower end surface and narrows toward the inside upward. The parts are communicated in a straight line in the vertical direction. Therefore, for example, even a large block having a surface area of about 1 m 2 becomes significantly lighter due to the space formed by the upper filling portion and the lower filling portion of the insertion hole, and is easy to handle during transportation and construction. Moreover,
When the filling concrete flows down during the construction of the retaining wall, the upper filling part becomes an upward funnel shape, allowing the filling concrete to flow down smoothly without difficulty, and the lower filling part flowing from above. Since the concrete is diffused in the horizontal direction and flows down, there is no clogging in the middle of the concrete and no voids are generated inside the insertion holes, and there is no gap between the filling portions of the insertion holes of each communicating block without gaps. Can be filled. In addition, since the communicating hole has an upward funnel-shaped filling part and a downward funnel-shaped filling part, it becomes extremely quick when filling concrete flows down, and shortens the construction period in the construction of the retaining wall. Can be planned. Furthermore, in the constructed retaining wall, a lower filling portion that opens at the lower end surface of the block located above and a lower filling portion that opens at the upper end surface of the block located below at the boundary between the vertically adjacent blocks. Because the part is polymerized and the filling concrete is filled and hardened, it becomes a thick hump, so the connection between the upper and lower blocks becomes remarkably strong, and it is enough even if strong earth pressure acts from the slope In addition to being able to withstand natural stress, even if natural stress such as an earthquake or a strong wind acts, it is less likely to collapse or be damaged, and a highly reliable retaining wall having a pre-designed strength can be constructed.

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

【図1】本発明に係る擁壁用ブロックを用いた擁壁の一
部を欠截した断面図である。
FIG. 1 is a partially cutaway sectional view of a retaining wall using a retaining wall block according to the present invention.

【図2】本発明に係る擁壁用ブロックを用いた擁壁の一
部を欠截した正面図である。
FIG. 2 is a partially cutaway front view of a retaining wall using the retaining wall block according to the present invention.

【図3】本発明に係る擁壁用ブロックの斜視図である。FIG. 3 is a perspective view of a retaining wall block according to the present invention.

【図4】本発明に係る擁壁用ブロックの一部を欠截した
正面図である。
FIG. 4 is a partially cutaway front view of the retaining wall block according to the present invention.

【図5】本発明に係る擁壁用ブロックの平面図である。FIG. 5 is a plan view of a retaining wall block according to the present invention.

【図6】図5におけるA−A線断面図である。FIG. 6 is a sectional view taken along line AA in FIG.

【符号の説明】[Explanation of symbols]

1 ブロック 2 上端面 3 下端面 4 挿通孔 5 充填部 20 擁壁 DESCRIPTION OF SYMBOLS 1 Block 2 Upper end surface 3 Lower end surface 4 Insertion hole 5 Filling part 20 Retaining wall

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ブロック本体の上端面と下端面とに連通
する挿通孔を備える擁壁用ブロックであって、 上記挿通孔を、上端面に開口する上側開口端が広くて内
部下方に向けて狭くなる上充填部と、下端面に開口する
下側開口端が広くて内部上方に向けて狭くなる下充填部
とを少なくとも有し、前記上充填部と下充填部とが上下
方向において一直線状となって連通されていることを特
徴とする擁壁用ブロック。
1. A retaining wall block having an insertion hole communicating with an upper end surface and a lower end surface of a block main body, wherein the insertion hole is formed such that an upper opening end opening to an upper end surface is wide and downward. An upper filling portion that becomes narrower, and at least a lower filling portion that has a lower opening end that opens to the lower end surface and is wider and narrower toward the inside upward, have the upper filling portion and the lower filling portion straight in the vertical direction. A retaining wall block, which is connected to the building block.
JP5325782A 1993-12-01 1993-12-01 Retaining wall block Expired - Lifetime JP2791744B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5325782A JP2791744B2 (en) 1993-12-01 1993-12-01 Retaining wall block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5325782A JP2791744B2 (en) 1993-12-01 1993-12-01 Retaining wall block

Publications (2)

Publication Number Publication Date
JPH07150573A JPH07150573A (en) 1995-06-13
JP2791744B2 true JP2791744B2 (en) 1998-08-27

Family

ID=18180554

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5325782A Expired - Lifetime JP2791744B2 (en) 1993-12-01 1993-12-01 Retaining wall block

Country Status (1)

Country Link
JP (1) JP2791744B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002250043A (en) * 2001-02-26 2002-09-06 Paritei Zipangu:Kk Wall face protective block
JP4609804B2 (en) * 2008-06-13 2011-01-12 株式会社濱谷建設 Harbor structure
JP2011153441A (en) * 2010-01-26 2011-08-11 Nikken Kogaku Co Ltd Retaining wall structure, method for manufacturing the same, and drilling machine

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS495928U (en) * 1972-04-13 1974-01-18

Also Published As

Publication number Publication date
JPH07150573A (en) 1995-06-13

Similar Documents

Publication Publication Date Title
US6615561B2 (en) Retaining wall block
US7503729B2 (en) Reinforced retaining wall and method of construction
CA2314133C (en) Retaining wall block
US6821058B1 (en) Retaining wall block system and connector
JP3817676B2 (en) Module block retaining wall structure and components
US4653962A (en) Retaining wall construction and method of manufacture
US5551809A (en) Embankment wall construction and method and block construction for making the same
US7168218B2 (en) Mortarless fence block system
JP3329737B2 (en) Block for retaining wall and method for constructing retaining wall using the block
JPH08218401A (en) Block for lean type retaining wall and construction method of lean type retaining wall in which the block is used
JP2791744B2 (en) Retaining wall block
JPH0978615A (en) Method for constructing arch tunnel structure in filling
KR200358082Y1 (en) Revetment block
JP2004308244A (en) Retaining-wall block, partitioning board and method for constructing retaining wall
JP3345587B2 (en) Concrete block for draining water from ground slope
KR100950092B1 (en) A retaining wall structure and construction method
JP3057013U (en) Concrete block for draining water from ground slope
JPH05339954A (en) Construction method for block stacked retaining wall and stacking block
JP2618215B2 (en) Construction method of slope ditch and concrete block used for it
JPH11181803A (en) Concrete block for retaining wall and retaining wall by the block
JPH11323969A (en) Concrete block for retaining wall
JPH0227023A (en) Concrete block revetment and its execution method
JPH07279149A (en) Banking foamed body block
JPS634121A (en) Erect retaining wall with rangework of block
JPH11181802A (en) Concrete block for retaining wall and retaining wall by the block

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080619

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090619

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090619

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100619

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100619

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110619

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110619

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120619

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120619

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130619

Year of fee payment: 15

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term