JPS60258331A - Top block - Google Patents
Top blockInfo
- Publication number
- JPS60258331A JPS60258331A JP59112340A JP11234084A JPS60258331A JP S60258331 A JPS60258331 A JP S60258331A JP 59112340 A JP59112340 A JP 59112340A JP 11234084 A JP11234084 A JP 11234084A JP S60258331 A JPS60258331 A JP S60258331A
- Authority
- JP
- Japan
- Prior art keywords
- block
- stay
- concrete
- shape
- block body
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
Abstract
Description
【発明の詳細な説明】
発明の目的
a 産業上の利用分野及び本発明の解決しようとする問
題点
本発明はコンクリート擁壁を多数のコンクリート積みブ
ロックを用いて構築する場合、その最、上段に列設する
天端ブロックに関する。DETAILED DESCRIPTION OF THE INVENTION OBJECTIVES OF THE INVENTION a. Field of Industrial Use and Problems to be Solved by the Invention The present invention provides a method for constructing a concrete retaining wall using a large number of concrete stacked blocks. Regarding the top blocks to be installed in a row.
b 従来の技術
]ンクリート積みブロックを所謂容積みして擁壁を構築
する場合、各コンクリートブロックの角番
部を4ヶ突き合わす所謂4つ積みは不良積みとされてい
る(引用文献:土木工学ハンドブック中巻技報堂発行1
607Jl欄)この4つ目を避けた谷積み工法で然もコ
ンクリ°」ドブロックの控尻が上下に連らなって積み重
ねられる所謂自立安定構造のものは存在しない。b. Prior art] When constructing a retaining wall by so-called bulk stacking of concrete blocks, so-called 4-piece stacking, in which four square parts of each concrete block are butted together, is considered to be defective stacking (Cited document: Civil Engineering Handbook published by Gihodo Nakamaki 1
607Jl column) However, there is no such thing as a so-called self-supporting and stable structure in which the butt ends of concrete blocks are stacked up and down, which avoids this fourth method.
発明の構成
a6問題点を解決するだめの手段
ブロック本体の正面を、横長短形と二等辺三角形を合成
した五角形となし、その斜辺の上面にそれぞれ凹溝を設
け、ブロック本体の背面の斜辺寄シに断面がブロック本
体の正面の形状を縮小したほぼ相似形をなす控を突設し
、更にその控の両側短辺後部をそれぞれ左右方向へ膨出
させて控尻を形成した本発明に係る天端コンクリートブ
ロックを擁壁の最上段に列設し、下段に組積するコンク
リート積みブロックに設けた控尻に天端コンクリートブ
ロックの控尻を支持させることによシ自立安定構造の然
も4つ目を避けた谷積み擁壁を構築するので、ある。Structure of the Invention A6 Means for Solving Problems The front face of the block body is made into a pentagon that is a combination of an oblong rectangle and an isosceles triangle, and a groove is provided on each of the upper surfaces of the oblique sides, and a groove is formed on the upper surface of the oblique side of the block body. According to the present invention, a retainer whose cross section is substantially similar to that of the front face of the block body is protruded from the front side of the block body, and furthermore, the rear portions of both short sides of the retainer are bulged in the left and right direction to form retainer butts. By arranging the crown concrete blocks in a row at the top of the retaining wall, and supporting the butt ends of the crown concrete blocks on the butt ends provided on the concrete stacked blocks stacked at the lower tier, a self-supporting and stable structure can be achieved. This is because we are constructing a retaining wall that avoids the second problem.
51作用及び実施例
本発明の作用及び実施例を第1図乃至第13図に基いて
説明する。51 Effects and Examples The effects and examples of the present invention will be explained based on FIGS. 1 to 13.
第1図乃至第8図は本発明に係る天端コンクリートブロ
ックAの実施例を示し、ブロック本体(1)の正面を、
横長短形と二等辺三角形を合成した五角形となし、その
斜辺の上面にそれぞれ凹溝(15(1(を設け、ブロッ
ク本体(1)の背面の斜辺寄シに断面がブロック本体り
1)の正面の形状を縮小したほぼ相似形をなす控(2)
を突設し、更にその控(2)の両側短辺(25(2Jの
後部をそれぞれ左右方向へ膨出させて控尻(3)を形成
するのであシ、第7図は他の天端コンクリートブロック
A′の実施例を示し、ブロック本体(1)の垂直辺を第
1図などに示す標準タイプの天端コンクリートブロック
Aに比し高く形成して擁壁高さを高く調整し、第8図も
他の天端コンクリ天端コンクリートブロックAを擁壁の
最上段に列設した状態を示す正面図で、ブロック本体が
横長短形であって側端面に突条と凹溝を設けると共に背
面に角を欠落させた三角形状の控尻(4)を突設したコ
ンクリート積みブロックBを所望段数組積し最上段に天
端コンクリートブロックAを列設し組積するのであシ、
第10図は同擁壁の背面を示し、コンクリート積みブロ
ックBの側端面に設けた突条と天端コンクリートブロッ
クAの凹溝(15を凹凸嵌合すると共にコンクリート積
みブロックBの控尻(4)に天端コンクリートブロック
Aの控尻(3)を上下に積み重ね自立安定構造に組積す
ることによシ擁壁を構築する。第11図及び第12図は
擁壁を構築した状態を示す断面図であり、天端コンクリ
ートブロックAの凹溝(1イがコンクリート積みブロッ
クBの突条と凹凸嵌合し且つ控尻(3)と(4)が上下
に積み重ねられて自立安定構造となっていることを明示
している。尚第9図及び第10図に示すように、擁壁の
最下段にはブロック本体(1)の形状を180度反転さ
せた形態の根石コンクリートブロックCの控尻(5)に
コンクリート積みブロックBの控尻(4)を上下に積み
重ね且つブロック本体の側端面を相互に凹凸嵌合して組
積し、擁壁の両側には天端コンクリートブロックA′の
ブロック本体(1)を霞度傾倒させた形態の側コンクリ
ートブロックDを根石コンクリートブロックCとコンク
リート積みブロック゛Bの間に、またはコンクリート積
みブロックBと天端コンクリートブロックAの間にそれ
ぞれ介在して組積し、更に擁壁の隅角には隅角コンクリ
ートブロックEを組積し、また根石コンクリートブロッ
クCと側コンクリートブロックDを組積したとき、また
は側コンクリートブロックDと天端コンクリートブロッ
クAを組積したとき擁壁の下部隅角または上部隅角に空
隙を生じるだめ、その空隙を補填する補正コンクリート
ブロックF、F’を組積する。このとき各コンクリート
ブロックの控尻が上下に連らなって自立安定構造となる
。Fig. 1 to Fig. 8 show an embodiment of the top concrete block A according to the present invention, and the front of the block body (1) is shown as follows.
A pentagon is formed by combining an oblong rectangle and an isosceles triangle, and a concave groove (15 (1) is provided on the upper surface of the oblique side of the pentagon, and a cross section of the block body (1) is similar to that of the block body (1). An almost similar shape with a reduced front shape (2)
, and furthermore, the rear part of both short sides (25 (2J) of the retainer (2) is bulged in the left and right direction to form the retainer end (3). An example of concrete block A' is shown in which the vertical side of the block body (1) is formed higher than that of the standard type top concrete block A shown in Fig. 1 etc., and the height of the retaining wall is adjusted higher. Figure 8 is also a front view showing another top concrete block A placed in a row at the top of the retaining wall. A desired number of concrete stacking blocks B each having a protruding triangular butt end (4) with a missing corner on the back are stacked in a desired number of stages, and the top concrete blocks A are arranged in a row on the top stage.
Figure 10 shows the back side of the same retaining wall, and shows that the protrusions provided on the side end faces of the concrete stacked blocks B and the concave grooves (15) of the top concrete block A are fitted into the grooves (15), and the butt ends (4) of the concrete stacked blocks B are fitted. ), a retaining wall is constructed by stacking the retaining ends (3) of the crown concrete blocks A vertically and masonry to form a self-supporting stable structure. Figures 11 and 12 show the state in which the retaining wall has been constructed. This is a sectional view showing that the concave groove (1a) of the top concrete block A engages with the protrusion of the concrete stacking block B, and the butt ends (3) and (4) are stacked vertically to form a self-supporting and stable structure. As shown in Figures 9 and 10, at the bottom of the retaining wall there is a concrete root block C with the shape of the block body (1) reversed by 180 degrees. The retaining ends (4) of the concrete blocks B are stacked vertically on the ends (5), and the side end surfaces of the block bodies are fitted into each other in a concave and convex manner. A side concrete block D in which the block body (1) is tilted is interposed between a root concrete block C and a concrete masonry block B, or between a concrete masonry block B and a top concrete block A, respectively. When the corner concrete blocks E are laid at the corners of the retaining wall, and when the root concrete blocks C and the side concrete blocks D are laid, or when the side concrete blocks D and the top concrete blocks A are laid. If a gap is created at the lower corner or upper corner of the retaining wall when piled up, corrective concrete blocks F and F' are laid to fill the gap.At this time, the butt ends of each concrete block are connected vertically. It becomes an independent and stable structure.
発明の効果
コンクリート積みブロックBの控尻(4)と天端コンク
リートブロックAの控尻(3)とが上下に連らなった自
立安定構造であシ、またコンクリート積みブロックBの
突条と凹溝(15が凹凸嵌合しているため堅固に擁壁を
構築できる0また控尻(3)を控(2)よシ左右に膨出
した形状となしているため、月同込め材が控(2)の周
囲を取り巻くと前後にずれず強固であ°ると共に擁壁の
背後において上下に連続して充填され擁壁の背面の殆ん
ど全面を堅牢に補強するまたブロック本体(1)に比べ
細く形成されている控(2)を把持すると運搬や据付け
に便利で且つ手指を挾み傷つける虞れがなく作業が安全
であシ、また第13図に示すように多数の天端コンクリ
ートブロックAの天地を逆にしてコン/(クトに且つ整
然と積み重ねることができ、運搬や保管のときに荷崩れ
がなく安全であると共にストンクスペースを余計に必要
としない。Effects of the invention It has a self-supporting and stable structure in which the butt end (4) of the concrete stacking block B and the butt end (3) of the top concrete block A are vertically connected, and the protrusions and recesses of the concrete stacking block B. Because the grooves (15) fit unevenly, a firm retaining wall can be built.Also, since the retaining end (3) is shaped to bulge out to the left and right from the retaining end (2), the retaining material can be retained. The block body (2) is strong and does not shift forward or backward when it is surrounded by it, and is filled continuously from top to bottom behind the retaining wall to solidly reinforce almost the entire rear surface of the retaining wall.Also, the block body (1) It is convenient to carry and install by grasping the retainer (2), which is thinner than the holder (2), and the work is safe because there is no risk of getting your hands or fingers pinched. Blocks A can be stacked upside down in a compact and orderly manner, and are safe and do not collapse during transportation or storage, and do not require additional storage space.
このように本発明は構造は堅牢で製作容易であると共に
作業性が良好で且つ安価な有用発明である。As described above, the present invention is a useful invention that has a robust structure, is easy to manufacture, has good workability, and is inexpensive.
第1図は本発明の実施例を示す正面図、第2図は同背面
図、第3図は同右側面図、第4図は同平面図、第5図は
第4図におけるA−A線断面図、第6図は第3図におけ
るB−B線断面図、第7図A−A線断面図、第13図は
本発明に係る天端コンクリートブロックを2個積み重ね
た状態を示す断面図である。Fig. 1 is a front view showing an embodiment of the present invention, Fig. 2 is a rear view of the same, Fig. 3 is a right side view of the same, Fig. 4 is a plan view of the same, and Fig. 5 is an A-A in Fig. 4. 6 is a sectional view taken along line B-B in FIG. 3, FIG. 7 is a sectional view taken along line A-A, and FIG. 13 is a sectional view showing a stacked state of two crown concrete blocks according to the present invention. It is a diagram.
Claims (1)
した五角形となし、ブロック本体の背面の斜辺寄シに断
面がブロック本体の正面の形状を縮小した嫌ぼ相似形を
なす控を突設し、更にその控の両側短辺後部をそれぞれ
左右方向へ膨出させて控尻を形成した天端ブロック。The front face of the block body is a pentagon that is a combination of an oblong rectangle and an isosceles triangle, and a protrusion with a cross section similar to the shape of the front face of the block body is provided on the hypotenuse edge of the back face of the block body. Furthermore, the top end block is formed by bulging out the rear portions of both short sides of the retainer in the left and right directions to form retainer ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59112340A JPS60258331A (en) | 1984-05-31 | 1984-05-31 | Top block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59112340A JPS60258331A (en) | 1984-05-31 | 1984-05-31 | Top block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60258331A true JPS60258331A (en) | 1985-12-20 |
| JPH0262651B2 JPH0262651B2 (en) | 1990-12-26 |
Family
ID=14584231
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP59112340A Granted JPS60258331A (en) | 1984-05-31 | 1984-05-31 | Top block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60258331A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6414427A (en) * | 1987-07-07 | 1989-01-18 | Sugiaki Kusatake | Top end block |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49120407A (en) * | 1973-03-22 | 1974-11-18 |
-
1984
- 1984-05-31 JP JP59112340A patent/JPS60258331A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49120407A (en) * | 1973-03-22 | 1974-11-18 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6414427A (en) * | 1987-07-07 | 1989-01-18 | Sugiaki Kusatake | Top end block |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0262651B2 (en) | 1990-12-26 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |