JP2779892B2 - Building blocks and retaining walls using them - Google Patents

Building blocks and retaining walls using them

Info

Publication number
JP2779892B2
JP2779892B2 JP5322032A JP32203293A JP2779892B2 JP 2779892 B2 JP2779892 B2 JP 2779892B2 JP 5322032 A JP5322032 A JP 5322032A JP 32203293 A JP32203293 A JP 32203293A JP 2779892 B2 JP2779892 B2 JP 2779892B2
Authority
JP
Japan
Prior art keywords
block
retaining wall
connecting rod
cross
shaped
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
JP5322032A
Other languages
Japanese (ja)
Other versions
JPH07180126A (en
Inventor
徹士 菊沢
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.)
Eneos Corp
Original Assignee
Nippon Mining 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 Nippon Mining Co Ltd filed Critical Nippon Mining Co Ltd
Priority to JP5322032A priority Critical patent/JP2779892B2/en
Publication of JPH07180126A publication Critical patent/JPH07180126A/en
Application granted granted Critical
Publication of JP2779892B2 publication Critical patent/JP2779892B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)
  • Retaining Walls (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、河川の護岸用等に適し
た構築ブロック及びこれを用いた護岸擁壁に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building block suitable for revetment of rivers and the like, and a revetment retaining wall using the same.

【0002】[0002]

【従来の技術】従来の表面側に擬石凹凸面を有する構築
ブロックは、図6,8のように、擁壁の勾配が30度以
下の場合の、本体10のみからなるブロックAを張るタ
イプと、図5,6,7のように、擁壁の勾配が30〜8
0度の場合の、本体10の背部に胴体11を有するブロ
ックBを積み重ねるタイプとが知られている。
2. Description of the Related Art As shown in FIGS. 6 and 8, a conventional construction block having a pseudo-stone uneven surface on the surface side is a type in which a block A consisting only of a main body 10 is stretched when the inclination of a retaining wall is 30 degrees or less. 5, 6 and 7, the slope of the retaining wall is 30 to 8
In the case of 0 degrees, a type in which blocks B having a body 11 are stacked on the back of a main body 10 is known.

【0003】また、図7,8において、12はブロック
Bを固定するための裏込めコンクリート、13は胴込め
コンクリート、14は裏込め砕石、15は基礎コンクリ
ートである。
In FIGS. 7 and 8, reference numeral 12 denotes backfill concrete for fixing the block B, 13 denotes body concrete, 14 denotes backfill crushed stone, and 15 denotes foundation concrete.

【0004】[0004]

【発明が解決しようとする課題】しかし、例えば、図
5,6のように、本体ブロックA,Bは外周が矩形であ
るため、これらを配列すると、ブロック同士の接合線C
は直線となり、これを近くから見ると各ブロックの矩形
が分かり、遠くから見ると、接合線Cの直線がはっきり
と認識できる。
However, for example, as shown in FIGS. 5 and 6, since the main blocks A and B have a rectangular outer periphery, when these are arranged, a joining line C between the blocks is formed.
Is a straight line. When viewed from near, the rectangle of each block can be seen, and when viewed from a distance, the straight line of the joining line C can be clearly recognized.

【0005】なお、擬石模様の種類は、型枠費用の関係
上、同じ石模様のパターンは数種類しか作らない場合が
多く、施工後には、同じ石模様が続くため、自然風な護
岸を設計施工したにもかかわらず、繰り返しパターンと
なり、人工的となる。
In many cases, only a few types of the same stone pattern are produced due to the cost of the formwork, and the same stone pattern continues after construction. Nevertheless, the pattern becomes repetitive and artificial.

【0006】また、例えば、実公昭53−47761
には十字形構築ブロックが記載されているが、これにお
いては、連結用小凹部の位置は、ブロックの突出端部の
両側縁であり、その小凹部に突出するのは環状部であ
り、連結手段は、U型連結金具とボルトからなり、これ
らの部品は、高価でしかも常にボルトのネジ締め作業が
必要で面倒であるという施工上の問題がある。
[0006] For example, Japanese Utility Model Publication No. 53-47761 discloses a cross-shaped building block, in which the position of the small connecting recess is determined by the position of the projecting end of the block.
It is an annular part that protrudes into the small recesses on both side edges.
The connecting means comprises a U-shaped connecting bracket and a bolt.
These parts are expensive and always require screw tightening.
There is a construction problem that it is necessary and troublesome .

【0007】そこで、本発明は、ブロック同士の接合線
は凹凸線となり、かつ本体表面の凹凸が数種類のパター
ンでも回転施工することにより数多くの組み合わせが可
能となり、しかも構成部品が安価で、運搬や組付施工作
業がしやすい自然風な石積擁壁を形成することを目的と
する。
[0007] Therefore, the present invention is the joining line between blocks becomes uneven lines, and unevenness of the body surface allows numerous combinations by also rotating construction in several patterns, moreover components are inexpensive, transportation Ya The purpose is to form a natural-style stone masonry retaining wall that facilitates assembly work.

【0008】[0008]

【課題を解決するための手段】本発明による課題解決手
段は、図1−A〜Eの如く、コンクリート製の構築ブロ
ック本体1の外周縁1Aが十字形に形成され、前記本体
1の表面は凹凸面とされ、前記十字形外周縁1Aの四箇
所の突出端部中央の各々に小凹部2が形成され、これら
各小凹部2の中央にボルト製連結棒3の頭部3Aが突設
され、前記連結棒3の軸方向と前記突出端部の突出方向
とが一致せいめられたものである。
As shown in FIGS. 1A to 1E, an outer peripheral edge 1A of a concrete construction block body 1 is formed in a cross shape as shown in FIGS. The surface of the main body 1 is an uneven surface, and the four cross-shaped outer peripheral edges 1A are provided.
Small recess 2 is formed in each of the projecting end central place, these
A head 3A of a bolt connecting rod 3 is protruded at the center of each small concave portion 2, and the axial direction of the connecting rod 3 and the protruding direction of the protruding end portion.
Is the same as the one that was determined .

【0009】擁壁施工状態においては、複数のブロック
本体1がその十字形外周縁を互いに嵌合するように並列
され、互いに横方向で対向する小凹部2の連結棒3の頭
部3A同士が略コ字形連結片4の両端係合部4Aに嵌合
されることにより連結され、該頭部3A及び連結片4は
モルタル5により埋没固定される。
In the retaining wall construction state, a plurality of blocks
The main body 1 is juxtaposed so that its cross-shaped outer peripheral edges fit together.
Then , the heads 3A of the connecting rods 3 of the small recesses 2 facing each other in the lateral direction are fitted to the both end engaging portions 4A of the substantially U-shaped connecting piece 4.
The head 3A and the connecting piece 4 are embedded and fixed by a mortar 5.

【0010】[0010]

【作用】上記課題解決手段において、各ブロックDの本
体1の外周縁1Aが十字形に形成されたため、これらの
ブロックを回転させながら施工でき、ブロック同士の接
合線は大きく入りくんだ凹凸線となり、かつブロック同
士は上下左右両方向で強固に嵌合された状態となり、擬
石凹凸面1Bが一または数種類のパターンでも回転する
ことにより数多くの組み合わせが可能となり、施工後の
擬石凹凸面による擁壁全体の表情はランダム模様とな
り、人工的に製造したブロックであるが自然風な石積擁
壁が形成できる。
In the above-mentioned means for solving the problems, since the outer peripheral edge 1A of the main body 1 of each block D is formed in a cross shape, it is possible to construct while rotating these blocks, and the joining line between the blocks becomes a greatly concave and convex line. In addition, the blocks are firmly fitted in both up, down, left, and right directions, and the pseudo-stone uneven surface 1B can be rotated in one or several types of patterns to enable many combinations. Has a random pattern, and although it is an artificially manufactured block, a natural-style stone retaining wall can be formed.

【0011】[0011]

【実施例】以下、本発明の実施例を図に基づいて説明す
る。まず、第一実施例を図1A〜Eにより説明すると、
これにおいては、コンクリート製の各構築ブロックD
は、本体1の外周縁1Aが十字形(例えば、最大幅12
48mm)に形成され、前記本体1の表面側に擬石凹凸
面1Bが一体形成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. First, the first embodiment will be described with reference to FIGS.
In this case, each of the concrete building blocks D
The outer edge 1A of the main body 1 has a cross shape (for example, a maximum width of 12
48 mm), and a pseudo-stone uneven surface 1B is integrally formed on the surface side of the main body 1.

【0012】そして、コンクリートブロック本体1の十
字形外周縁1Aの四箇所の突出端部中央の各々に小凹部
2が形成され、これら各小凹部2の中央にボルト製連結
棒3の頭部3Aが突設され、前記連結棒3の軸方向と前
記突出端部の突出方向とが一致せいめられている。すな
わち、連結棒3の軸部(ネジ部)の基端部はブロック本
体1に埋没状態で固定されている
At the center of each of the four projecting ends of the cross-shaped outer peripheral edge 1A of the concrete block main body 1 , small recesses 2 are formed. At the center of each of the small recesses 2, the head 3A of the bolt connecting rod 3 is formed. Are protruded, and the connecting rod 3 is axially and
The protruding direction of the protruding end is matched. sand
That is, the base end of the shaft (screw) of the connecting rod 3 is a block
The body 1 is fixed in a buried state .

【0013】擁壁施工状態においては、複数のブロック
本体1の十字形外周縁が互いに嵌合並列され、互いに
方向で対向する小凹部2の連結棒3の頭部3A同士が略
コ字形連結片4(図1−E)の両端係合部4Aに嵌合さ
れることにより強固に連結され、該頭部3A及び連結片
4はモルタル5により埋没固定されている。なお、この
とき、擁壁堤の湾曲などにより、対向する一対の頭部3
A間の距離が大で連結 片4が嵌合できないときは、モル
タルを入れる前に、工具で頭部3Aを回し、ボルト製連
結棒3のネジの作用で頭部間の距離を調整する。また、
縦方向に突出する突出端部の小凹部2と、これに隣接す
るブロック本体1の突出端部で囲まれた部分にもモルタ
ルが入れられ凝固される。なお、縦方向の下向きには、
各ブロック本体の自重が掛かっているので、縦方向の連
結は連結片4を用いなくても充分である。
[0013] In the retaining wall construction state, cross the outer peripheral edge of the plurality of the block body 1 is fitted parallel to each other, transverse to each other
It is rigidly connected by the head 3A each other of the connecting rod 3 of the small recess portion 2 facing in the direction is fitted to both end engaging portions 4A of the substantially U-shaped connecting piece 4 (FIG. 1-E), the head portion 3A and the connecting piece 4 are buried and fixed by a mortar 5. Note that this
Sometimes a pair of heads 3 facing each other due to the curvature of the retaining wall
If the connection piece 4 cannot be fitted because the distance between
Before inserting the barrel, turn the head 3A with a tool and
The distance between the heads is adjusted by the action of the screw of the connecting rod 3. Also,
A small concave portion 2 at a protruding end portion protruding in the vertical direction, and a small concave portion 2 adjacent thereto.
The mortar also covers the part surrounded by the protruding end of the block body 1
And solidified. In the vertical direction,
Because the weight of each block body is applied,
The connection is sufficient without using the connecting piece 4.

【0014】なお、この第一実施例は、図7のように、
擁壁の勾配が30〜80度の場合であるため、各ブロッ
クDの本体1の後側に胴体6が一体的に形成されたもの
である。
In the first embodiment, as shown in FIG.
Since the inclination of the retaining wall is 30 to 80 degrees, the body 6 is integrally formed on the rear side of the main body 1 of each block D.

【0015】上記のように、各ブロックDの本体1の外
周縁1Aが十字形に形成されたため、これらのブロック
を回転させながら施工でき、ブロック同士の接合線は大
きく入りくんだ凹凸線となり、かつブロック同士は上下
左右両方向で強固に嵌合された状態となり、擬石凹凸面
1Bが一または数種類のパターンでも回転することによ
り数多くの組み合わせが可能となり、施工後の擬石凹凸
面による擁壁全体の表情はランダム模様となり、人工的
に製造したブロックであるが自然風な石積擁壁が形成で
きる。なお、図1−Cにおいて、D1,D2,D3,D
4は、擁壁端部用のブロックで、それぞれ外周縁がT
形、L形、長方形、正方形とされているが、その他の構
造は十字形ブロックの一部に相当するものである
As described above, since the outer peripheral edge 1A of the main body 1 of each block D is formed in a cross shape, it can be constructed while rotating these blocks, and the joining line between the blocks becomes a greatly indented uneven line. In addition, the blocks are firmly fitted to each other in the up, down, left, and right directions, and the pseudo stone uneven surface 1B can be rotated by one or several types of patterns, so that many combinations are possible. The expression is a random pattern, and although it is an artificially manufactured block, a natural-style stone retaining wall can be formed. In FIG. 1-C, D1, D2, D3, D
4 is a block for the end of the retaining wall, each having an outer peripheral edge of T.
The shape, L shape, rectangle, and square are set, but other structures correspond to a part of the cross-shaped block.

【0016】次に、図2により第二実施例を説明する
と、これは、図8のように、擁壁の勾配が30度以下の
場合に利用するため、各ブロックEの本体1の後側の胴
体は形成しないものである。その他の構成及び作用は、
前記第一実施例と同様である。
Next, a second embodiment will be described with reference to FIG. 2. This is used when the inclination of the retaining wall is 30 degrees or less as shown in FIG. Is not formed. Other configurations and operations are
This is the same as the first embodiment.

【0017】図3,4は、第三実施例を示しており、こ
れにおいては、構築ブロックFは、本体1の外周縁1A
が十字形に形成され、前記本体の表面側に自然石凹凸面
1Cが突出形成されている。また、前記本体1に魚退避
用凹孔7が形成され、これは河川の水没位置に施工され
ている。その他の構成及び作用は、前記第一実施例と同
様である。
FIGS. 3 and 4 show a third embodiment in which the building block F comprises an outer peripheral edge 1A of the main body 1. FIG.
Are formed in the shape of a cross, and a natural stone uneven surface 1C protrudes from the surface side of the main body. Further, the main body 1 is formed with a fish retreating recess 7 which is installed at a submerged position of a river. Other configurations and operations are the same as those of the first embodiment.

【0018】なお、本発明は、上記実施例に限定される
ものではなく、本発明の範囲内で上記実施例に多くの修
正および変更を加え得ることは勿論である。
It should be noted that the present invention is not limited to the above-described embodiment, and it goes without saying that many modifications and changes can be made to the above-described embodiment within the scope of the present invention.

【0019】[0019]

【発明の効果】以上の説明から明らかな通り、本発明に
よると、各ブロックの本体の外周縁が十字形に形成され
たため、これらのブロックを回転させながら施工でき、
ブロック同士の接合線は大きく入りくんだ凹凸線とな
り、かつブロック同士は上下左右両方向で強固に嵌合さ
れた状態となり、石凹凸面が一または数種類のパターン
でも回転することにより数多くの組み合わせが可能とな
る。また、本発明ブロックは、十字形外周縁1Aの四箇
所の突出端部中央の各々に小凹部2が形成され、これら
各小凹部2の中央にボルト製連結棒3の頭部3Aが突設
され、前記連結棒3の軸方向と前記突出端部の突出方向
とが一致せいめられた構成であり、また、互いに横方向
で対向する小凹部2の連結棒3の頭部3A同士が略コ字
形連結片4の両端係合部4Aに嵌合されるので、連結棒
や連結片が安価であり運搬や組付作業がしやすく、組付
施工時にボルト締め操作がなく通常は連結棒の頭部に連
結片を嵌合する操作であるため、施工作業が能率的であ
る。
As is clear from the above description, according to the present invention, since the outer peripheral edge of the main body of each block is formed in a cross shape, the construction can be performed while rotating these blocks.
The joint lines between the blocks are greatly indented uneven lines, and the blocks are firmly fitted in both up, down, left, and right directions, and many combinations are possible by rotating the stone uneven surface in one or several types of patterns Becomes The block of the present invention has four cross-shaped outer edges 1A.
Small recesses 2 are formed at each of the centers of the protruding ends,
The head 3A of the bolt connecting rod 3 protrudes from the center of each small recess 2.
And the axial direction of the connecting rod 3 and the projecting direction of the projecting end.
And the horizontal direction.
The heads 3A of the connecting rod 3 of the small recess 2 facing each other are substantially U-shaped.
The fitting rod 4 is fitted into the engaging portion 4A at both ends of the
And the connecting piece is easily is transported and assembly work less expensive, since usually no bolting operations during assembling construction which is an operation for fitting the connecting piece to the head of the connecting rod, the construction work is inefficient is there.

【0020】そして、施工後の本体表面の凹凸面による
擁壁全体の表情はランダム模様となり、人工的に製造し
たブロックであるが自然風な石積擁壁が形成できる優れ
た効果がある。
The appearance of the entire retaining wall due to the uneven surface of the main body surface after the construction has a random pattern, and has an excellent effect of being able to form a natural-style stone retaining wall which is an artificially manufactured block.

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

【図1】本発明の第一実施例における主要部を示すもの
で、同図−Aは構築ブロックの正面図、同図−Bは同じ
く側面図、同図−Cは同じく擁壁の正面図、同図−Dは
同じくブロック同士の接合部の断面図、同図−Eは同じ
く係合片の斜視図である。
FIG. 1 shows a main part of a first embodiment of the present invention. FIG. 1A is a front view of a building block, FIG. 1B is a side view, and FIG. 1C is a front view of a retaining wall. , FIG. -D is a cross-sectional view of the joint between the blocks, and FIG. -E is a perspective view of the engagement piece.

【図2】本発明の第二実施例における構築ブロックの側
面図である。
FIG. 2 is a side view of a building block according to a second embodiment of the present invention.

【図3】本発明の第三実施例における擁壁の斜視図であ
る。
FIG. 3 is a perspective view of a retaining wall according to a third embodiment of the present invention.

【図4】同じくブロック同士の接合部の断面図である。FIG. 4 is a sectional view of a joint between the blocks.

【図5】従来例の構築ブロックを示すもので、同図−A
は正面図、同図−Bは平面図、同図−Cは側面図であ
る。
FIG. 5 shows a conventional construction block, and FIG.
Is a front view, FIG.-B is a plan view, and FIG.-C is a side view.

【図6】同じく擁壁の正面図である。FIG. 6 is a front view of the retaining wall.

【図7】本発明実施例と従来例共通の擁壁(勾配30度
以上)の側面図である。
FIG. 7 is a side view of a retaining wall (gradient of 30 degrees or more) common to the embodiment of the present invention and the conventional example.

【図8】本発明実施例と従来例共通の擁壁(勾配30度
以下)の側面図である。
FIG. 8 is a side view of a retaining wall (inclination of 30 degrees or less) common to the embodiment of the present invention and the conventional example.

【符号の説明】[Explanation of symbols]

1 ブロック本体 1A 外周縁 1B 擬石凹凸面 1C 自然石凹凸面 2 小凹部 3 連結棒(ボルト) 3A 頭部 4 連結片 5 モルタル 6 胴体 7 魚退避用凹孔 DESCRIPTION OF SYMBOLS 1 Block main body 1A Peripheral edge 1B Simulated stone uneven surface 1C Natural stone uneven surface 2 Small recess 3 Connecting rod (bolt) 3A Head 4 Connecting piece 5 Mortar 6 Body 7 Fish recess hole

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリート製の構築ブロック本体の外
周縁が十字形に形成され、前記本体の表面は凹凸面とさ
れ、前記十字形外周縁の四箇所の突出端部中央の各々に
凹部が形成され、これら各小凹部の中央にボルト製
結棒の頭部が突設され、前記連結棒の軸方向と前記突出
端部の突出方向とが一致せいめられたことを特徴とする
構築ブロック。
1. A peripheral edge of the concrete building block body is formed on the cross, a surface of the body is an uneven surface, each of the projecting end of the four positions the center of the cruciform outer periphery
Small recesses are formed, and the head of a bolt connecting rod is protruded at the center of each of the small recesses, and the axial direction of the connecting rod and the protrusion are formed.
A building block, characterized in that the protruding direction of the end is matched .
【請求項2】 請求項1記載の複数のブロック本体がそ
の十字形外周縁を互いに嵌合するように並列され、互い
横方向で対向する小凹部の連結棒の頭部同士が略コ字
連結片の両端係合部に嵌合されることにより連結さ
れ、該頭部及び連結片はモルタルにより埋没固定された
ことを特徴とする擁壁。
2. A plurality of block bodies according to claim 1,
The cross-shaped outer peripheral edges are arranged side by side so as to fit each other, and the heads of the connecting rods of the small recesses facing each other in the lateral direction are substantially U-shaped.
A retaining wall, wherein the head and the connecting piece are buried and fixed by mortar, being connected by being fitted to both end engaging portions of the shaped connecting piece.
JP5322032A 1993-12-21 1993-12-21 Building blocks and retaining walls using them Expired - Fee Related JP2779892B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5322032A JP2779892B2 (en) 1993-12-21 1993-12-21 Building blocks and retaining walls using them

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5322032A JP2779892B2 (en) 1993-12-21 1993-12-21 Building blocks and retaining walls using them

Publications (2)

Publication Number Publication Date
JPH07180126A JPH07180126A (en) 1995-07-18
JP2779892B2 true JP2779892B2 (en) 1998-07-23

Family

ID=18139168

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5322032A Expired - Fee Related JP2779892B2 (en) 1993-12-21 1993-12-21 Building blocks and retaining walls using them

Country Status (1)

Country Link
JP (1) JP2779892B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2769681B2 (en) * 1994-10-04 1998-06-25 西日本エンジニアリング株式会社 Earth covering block
JPH08189048A (en) * 1995-01-10 1996-07-23 Takuo Yukimoto Concrete-block assembled wall structure with surface treated to look like natural stone
IES20000175A2 (en) * 2000-03-06 2001-09-19 James Glackin Stone effect building block
ES2310453B1 (en) * 2006-08-02 2009-10-26 Granitos Y Piedras Gallegas Manuel Rodriguez Pedramar, S.L. PART FOR CONSTRUCTION.

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50116904U (en) * 1974-03-07 1975-09-23
JPS5347761U (en) * 1976-09-27 1978-04-22
JPS61159440U (en) * 1985-03-22 1986-10-02
JPH0426238U (en) * 1990-06-27 1992-03-02

Also Published As

Publication number Publication date
JPH07180126A (en) 1995-07-18

Similar Documents

Publication Publication Date Title
US4781492A (en) Block for revetment
JP2779892B2 (en) Building blocks and retaining walls using them
JPH1136331A (en) Transferable concrete foundation for engine generator
JP2001003336A (en) Block for constructing revetment or the like
JPH06136771A (en) Wall retaining panel installation method
JPH07158183A (en) Connecting method of panel body for construction
JPH0519386Y2 (en)
JPH0640678Y2 (en) Natural stone bonded block wall
JPH045333A (en) Construction method and structure of foundation for building house and foundation structure unit
JPH0589532U (en) Concrete block for foundation and foundation structure
JP2943083B2 (en) Architectural foundation block structure
JP2678566B2 (en) Pile, pile wall and pile wall construction method
JP6232536B1 (en) Connecting fixed block
KR20040097078A (en) Block for revetment construction
JPH0412106Y2 (en)
JP2983943B2 (en) Masonry wall structure
JPH0348314Y2 (en)
JP2591600Y2 (en) Concrete sinking
KR200379954Y1 (en) Standardization Caission Block
JPS63868Y2 (en)
JPH0241203Y2 (en)
JPH0480424A (en) Foundation construction of building
JPH08209926A (en) Form and execution method of concrete wall
JPH04136344A (en) Block body for construction and connecting method therefor
JPH044035Y2 (en)

Legal Events

Date Code Title Description
S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

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

Free format text: PAYMENT UNTIL: 20130515

Year of fee payment: 15

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

LAPS Cancellation because of no payment of annual fees