JPS5938378B2 - concrete block - Google Patents
concrete blockInfo
- Publication number
- JPS5938378B2 JPS5938378B2 JP50141301A JP14130175A JPS5938378B2 JP S5938378 B2 JPS5938378 B2 JP S5938378B2 JP 50141301 A JP50141301 A JP 50141301A JP 14130175 A JP14130175 A JP 14130175A JP S5938378 B2 JPS5938378 B2 JP S5938378B2
- Authority
- JP
- Japan
- Prior art keywords
- blocks
- sides
- block
- shape
- connecting pieces
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Landscapes
- Retaining Walls (AREA)
Description
【発明の詳細な説明】
この発明は法面保護のために施工されるコンクリートブ
ロック組立擁壁に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a concrete block assembly retaining wall constructed for slope protection.
従来、この種ブロックには各種の形式があるが、ブロッ
クを一個ずつ積上げて施工するので、可成りの人手間を
必要とするものであった。Conventionally, there are various types of blocks of this type, but since the blocks are stacked one by one for construction, it requires a considerable amount of manpower.
また埋込まれた栗石等が移動して法面の中央部辺が膨み
でる事例が多く、従って壁体が弱体化して安定性を失い
、ためにブロック単体が離脱し転倒崩壊する例が多かっ
た。In addition, there are many cases where the buried chestnut stones move and bulge out at the center of the slope, which weakens the wall and causes it to lose stability, resulting in individual blocks falling off and falling over. Ta.
この発明は前記事情に鑑み開発されたものである。This invention was developed in view of the above circumstances.
以下図示する実施例にもとずいて説明する。この発明の
擁壁は、第2図乃至第4図に示すブロック1を積上げ、
上段および下段には第5図乃至第8図に示すブロック2
を配設してなる。The following description will be made based on the illustrated embodiments. The retaining wall of this invention consists of stacking blocks 1 shown in FIGS. 2 to 4,
Blocks 2 shown in FIGS. 5 to 8 are shown in the upper and lower rows.
It will be arranged.
ブロック1は、長辺と短辺との比が2:1の長さの3箇
の長方形状板を、その長辺同士が互いに半分づづ重なる
ような横に一体的に連続した形状として上下部側辺を鋸
歯状σこ形成した略同−形状の前面版3および後面版4
を平行、かつ対向的に設け、この前、後面版間を上部側
辺の頂点より垂直下方に下部側辺に至る3個所の連結片
5で連結し、連結片5,5間に空間部6を設けてなるも
のであり、単一の長方形状ブロックを三個一体重に形成
した形状を有している。Block 1 consists of three rectangular plates with a long side to short side ratio of 2:1, which are integrated horizontally so that the long sides overlap each other by half. A front plate 3 and a rear plate 4 having approximately the same shape with serrated side edges formed.
are provided in parallel and facing each other, and the front and rear plates are connected by connecting pieces 5 at three locations vertically downward from the apex of the upper side side to the lower side side, and a space 6 is formed between the connecting pieces 5, 5. It has a shape of three single rectangular blocks.
一方ブロック2は頂部となる2辺を山形に両側となる2
辺を平行に形成した不等辺五角形状の前面版γと後面板
8を所要間隔に平行、かつ対向的に設け、連結片9,9
で一体的に連結し、この連結片9,9間に空間部10を
設けてなるもので、これを横に配置すると頂部が鋸歯状
となるものである。On the other hand, block 2 has two sides that will be the top in a chevron shape and two sides that will be the top.
A scalene pentagonal front plate γ with parallel sides and a rear plate 8 are provided parallel to each other at a required interval and facing each other, and connecting pieces 9,9
The connecting pieces 9 are integrally connected with each other, and a space 10 is provided between the connecting pieces 9. When the connecting pieces 9 are disposed laterally, the top portion becomes serrated.
以上のブロック1とブロック2を使用し、容積の場合は
、まず施工地盤を水平にならし、適宜基礎パイル等を伏
せる。Using the above blocks 1 and 2, in the case of volume, first level the construction ground and lay down the foundation piles etc. as appropriate.
その上に所定勾配でブロック2を横に並列敷設し、この
ブ七ツク2の谷間を側辺鋸歯状部が埋めるようにしてブ
ロック1を積土げ、さらにブロック1を互いにその鋸歯
状部分に噛合させて順次所定の高さに積上げ、最上段は
ブロック1の鋸歯状部の谷間を埋めるようにして噛合さ
せ、ブロック2を横に並列にし、構築する。On top of that, blocks 2 are laid horizontally in parallel at a predetermined slope, and the blocks 1 are piled up so that the serrations on the sides fill the valleys of the blocks 2, and the blocks 1 are placed on top of each other in the serrations. They are interlocked and stacked one after another to a predetermined height, and the uppermost block is interlocked so as to fill the gap between the serrations of the block 1, and the blocks 2 are arranged horizontally in parallel and constructed.
そして裏込はブロック1,2のそれぞれの空間部6.1
0、その他に適宜栗石、コンクリートを入れる等任意の
敷設構築方法により擁壁全体を固定してなるものである
。And backfilling is done in each space 6.1 of blocks 1 and 2.
0. In addition, the entire retaining wall is fixed by any method of construction such as adding chestnut stone or concrete as appropriate.
この発明は以上述べた構成からなり、所要数の長方形を
斜めにしてその側辺の一部を互いに連結し側辺を鋸歯状
に形成した形状の前、後面版を有し、従来の単一長方形
ブロックを数個、一体的形成したブロックを積上げ施工
されてなるので従来の単一長方形状ブロックを同時に3
個積上げることになり、手間が多いに省け、短期間に施
工され得る特徴を有している。The present invention has the above-mentioned configuration, and has front and rear plates each having a shape in which a required number of oblique rectangles are connected to each other, and the sides are serrated. It is constructed by stacking several rectangular blocks that are integrally formed, so three conventional single rectangular blocks can be constructed at the same time.
It has the characteristics that it can be built in a short period of time, saving a lot of time and effort as it is piled up individually.
さらに前、後面版間の空間部内にモルタル、栗石、コン
クリート等を充填することによりブ尤ツク間は完全に結
合一体化されてなり、3個の長方形のブロックが一体的
となて18個J個を積上げるものに比べ強度的に安定し
た構造を有するものである。Furthermore, by filling the space between the front and rear panels with mortar, stone, concrete, etc., the blocks are completely connected and integrated, and the three rectangular blocks are integrated into 18 blocks. It has a structure that is more stable in terms of strength than one in which pieces are piled up.
図面はこの発明の実施の態様を示したもので、第1図は
擁壁の正面図、第2図はブロック1の正面図、第3図は
その平面図、第4図はその背面図、第5図はその右側面
図、第6図はブロック2の正面図、第7図はその平面図
、第8図はその背面図、第9図はその右側面図である。
1.2・・・・・・ブロック、3・・・・・・前面版、
4・・・・・・後面版、5・・・・・・連結片、6・・
・・・・空間部、7・・・・・・前面版、8・・・・・
・後面版、9・・・・・・連結片、10・・・・・・空
間部。The drawings show an embodiment of the present invention; FIG. 1 is a front view of a retaining wall, FIG. 2 is a front view of block 1, FIG. 3 is a plan view thereof, and FIG. 4 is a rear view thereof. 5 is a right side view of the block 2, FIG. 6 is a front view of the block 2, FIG. 7 is a plan view thereof, FIG. 8 is a rear view thereof, and FIG. 9 is a right side view thereof. 1.2...Block, 3...Front version,
4...Rear plate, 5...Connection piece, 6...
...Space section, 7...Front version, 8...
- Rear plate, 9...Connection piece, 10...Space part.
Claims (1)
板を、その長辺同士が互いに半分づつ重なるような横に
一体的に連続した形状として上下部側辺を鋸歯状に形成
した略同−形状の前面版および後面版を平行、かつ対向
的に設け、この前、後面版間を上部側辺の頂点より垂直
下方に下部側辺に至る3個所の連結片で連結し、連結片
間に空間部を設けてなるブロック1と、頂部となる2辺
を山形に両側となる2辺を平行に形成した前面板と後面
板とを連結片で連結してなるブロック2とからなり、上
段および下段にはブロック2を上方または下方に頂部が
鋸歯状となるように横に配置し、中段にはブロック1を
その側辺の鋸歯状部分が噛合うよう積上げてなることを
特徴とするコンクリートブロック組立擁壁。1 Three rectangular plates each having a length of 2:l with a long side to short side ratio are formed into a continuous horizontally integral shape such that the long sides overlap each other by half, and the upper and lower sides are A front plate and a rear plate of approximately the same shape formed in a sawtooth shape are provided in parallel and oppositely, and between the front and rear plates there are connecting pieces at three points extending vertically downward from the apex of the upper side to the lower side. A block 1 is formed by connecting a block 1 with a space between the connecting pieces, and a front plate and a rear plate, each of which has two top sides formed in a chevron shape and two opposite sides parallel to each other, and is connected by a connecting piece. Blocks 2 are arranged horizontally in the upper and lower tiers so that the tops are serrated upward or downward, and in the middle tier, blocks 1 are stacked so that the serrated parts of their sides engage with each other. Concrete block assembly retaining wall characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP50141301A JPS5938378B2 (en) | 1975-11-26 | 1975-11-26 | concrete block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP50141301A JPS5938378B2 (en) | 1975-11-26 | 1975-11-26 | concrete block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5265907A JPS5265907A (en) | 1977-05-31 |
| JPS5938378B2 true JPS5938378B2 (en) | 1984-09-17 |
Family
ID=15288690
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP50141301A Expired JPS5938378B2 (en) | 1975-11-26 | 1975-11-26 | concrete block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5938378B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62129421A (en) * | 1985-11-28 | 1987-06-11 | Taiji Iwawaki | Construction method for concrete terraced-block framework |
| JPS62202126A (en) * | 1986-02-27 | 1987-09-05 | Kazumi Ishibashi | Construction of retaining wall |
| JPH0810597Y2 (en) * | 1993-07-30 | 1996-03-29 | 財団法人リバーフロント整備センター | Building blocks |
-
1975
- 1975-11-26 JP JP50141301A patent/JPS5938378B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5265907A (en) | 1977-05-31 |
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