JPS60258329A - Top block - Google Patents

Top block

Info

Publication number
JPS60258329A
JPS60258329A JP11233884A JP11233884A JPS60258329A JP S60258329 A JPS60258329 A JP S60258329A JP 11233884 A JP11233884 A JP 11233884A JP 11233884 A JP11233884 A JP 11233884A JP S60258329 A JPS60258329 A JP S60258329A
Authority
JP
Japan
Prior art keywords
stay
block
concrete
block body
retaining wall
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
JP11233884A
Other languages
Japanese (ja)
Other versions
JPH0262650B2 (en
Inventor
Sugiaki Kusatake
杉晃 草竹
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11233884A priority Critical patent/JPS60258329A/en
Publication of JPS60258329A publication Critical patent/JPS60258329A/en
Publication of JPH0262650B2 publication Critical patent/JPH0262650B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining 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

PURPOSE:To provide top blocks having their respective stay bases which may be vertically lined up, by a method wherein a stay, formed in a pantagon in cross section, is projectedly formed closer to the one oblique side of the back of a block body having a front formed in a pentagon. CONSTITUTION:A stay 2, having a shape in cross section about similar to the reduced shape of the front of a block body 1, is projectedly formed closer to the oblique side of the back of a top block body 1 having a front formed in a pentagon, and an oblique part 2' of the stay 2 is expanded downward to form a stay base 3. When the top blocks A are aligned at the uppermost stage of a retaining wall, the stay bases 3 of the top blocks A and the stay bases of the ordinary blocks at a lower stage adjacent to the uppermost stage are vertically lined up to form a self-support stable structure, resulting in the possibility to increase strength of the top part.

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 Object of the Invention (a) Industrial Field of Application 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 block to be installed.

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部を4ヶ突き合
わす所謂4つ目積みは不良積みとされている(引用文献
:土木工学く・ンドプック中゛巻技報堂発行1607頁
左欄)この4つ目を避けた谷積み工法で然もコンクリー
ト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 volume stacking of concrete blocks, so-called four-way stacking, in which the four corners of each concrete block are butted together, is considered to be defective stacking (cited reference: Civil Engineering (Left column, page 1607, Published by Gihodo, Vol. 1, Vol. 1, left column)) However, there is no such thing as a self-supporting and stable structure in which concrete blocks are piled up with their butt ends connected vertically.

発明の構成 a 問題点を解決するだめの手段 ブロック本体の正面を、横長矩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り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
、更にその控の斜面部をそれぞれ平行する方向へ膨出さ
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−)目を避けた谷積み擁壁を構築するのである。
Structure of the Invention (a) Means for Solving the Problem 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 grooves are provided on the upper surface of each oblique side, and grooves are provided on the back side of the block body near the oblique side. The crown concrete according to the present invention has a protruding retainer whose cross section is substantially similar to that of the front face of the block main body, and further bulges the slopes of the retainer in parallel directions to form retainer ends. 4-) A self-supporting and stable structure can be achieved by arranging the blocks in a row at the top of the retaining wall and supporting the butt end of the top concrete block with the butt end provided on the concrete blocks stacked at the lower tier. The purpose is to construct a valley retaining wall that avoids this.

b 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。
b. 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、
横長矩形と二等辺三角形を合成した五角形と力し、その
斜辺の上面にそれぞれ凹溝(げ(lYを、設け、ブロッ
ク本体(1)の背面の斜辺寄)に断面がブロック本体(
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t21の斜面部:2Y t2Yを
それぞれ平行する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+11の垂直辺を第1
図などに示す標準タイプの天端コックA“の実施例を示
し、ブロック本体+1)の垂直辺を低く形成し擁壁高さ
を低く調整する。第9図は本発明に係る天端コンクリー
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矩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、最上段に大端コンクリートブロック人を列
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(げを凹凸嵌合する
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図及び第稔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OYがコノク
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(イ)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フ゛ロックD
と天端コンクリートブロックAi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ため、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。このとき客−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 a horizontally long rectangle and an isosceles triangle, and a concave groove is provided on the upper surface of the oblique side of the pentagon.
Retainer (2) that is almost similar in shape to 1) by reducing its front shape.
, and further bulges out the slope portions of the retaining t21 in parallel directions to form the retaining ends (3). Figure 7 shows another top concrete block A.
' is shown, and the vertical side of the block body +11 is the first
Fig. 9 shows an example of the standard type crown cock A", in which the vertical sides of the block body +1) are formed low and the retaining wall height is adjusted low. Fig. 9 shows a crown concrete block according to the present invention. This is a front view showing the block A placed in a row at the top of the retaining wall.The block main body is a horizontally long rectangle with protrusions and grooves on the side end faces, and a triangular retaining end (with corners missing on the back surface). 4) The desired number of tiers of concrete blocks B with protrusions are stacked, and the large-end concrete blocks are placed in a row on the top tier. The protrusions provided on the side end faces of block B and the concave grooves of the top concrete block A are fitted together, and the butt ends (3) of the top concrete block A are fitted to the butt ends (4) of the concrete stacking block B. A retaining wall is constructed by stacking the masonry vertically to form a self-supporting stable structure. Figures 11 and 11 are cross-sectional views showing the state in which the retaining wall has been constructed. is fitted with the concave and convex ridges of the conocrete stacking block B, and the buttock (3)
) and (4) are stacked one above the other to form a self-supporting and stable structure. As shown in Figures 9 and 10, at the bottom of the retaining wall, a concrete pile block B is attached to the butt end (5) of the root concrete block C, which has the shape of the block body + 1) reversed by 180 degrees. Ukejiri (
4) were stacked vertically and the side end surfaces of the block bodies were fitted with concave and convex parts, and the block bodies (1) of the top concrete blocks A'' were tilted at (A) degrees on both sides of the retaining wall. A side concrete block D of the form is interposed between the root concrete block C and the concrete stacking block B, or between the concrete stacking block B and the top concrete block A, and is also installed at the corner of the retaining wall. When a corner concrete block E is laid down, and a root concrete block C- and a side concrete block D are laid down, or a side concrete block D is
When the top concrete block Ai is laid, a gap is created at the lower corner' or the upper corner of the retaining wall, so correction concrete blocks F, F/ are laid to fill the gap. At this time, the butt ends of the concrete blocks are connected vertically to form a self-supporting 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
リートブロック人の控尻(3)とが上下に連らなった自
立安定構造であり、またコンクリート積みブロックBの
突条と凹溝(1γが凹凸嵌合しているため堅固に擁壁を
構築できる。まだ控尻(3)を控(2)の断面を拡大し
たほぼ相似形となしているため、月間込め材が控(2)
の周囲を取シ巻く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tl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・り手指を挾
み傷つける虞れ力;してコンパ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
であると共にストックスペースを余計に必要としない。
Effects of the invention It has an independent 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 are connected vertically, and the ridges and grooves of the concrete stacking block B (Since the retaining wall (1γ) is a concave and convex fit, it is possible to build a solid retaining wall.The retaining wall (3) is still similar in shape to the retaining retainer (2) by enlarging its cross section, so the monthly fill material is the retaining wall (2). )
It wraps around the periphery of the retaining wall and is filled vertically and continuously behind the retaining wall to firmly reinforce almost the entire rear surface of the retaining wall. Also, the retainer (which is thinner than the block body TL)
2) It is convenient for transportation and installation when it is gripped, and there is no risk of pinching or injuring fingers; it can be stacked compactly and neatly, and it is safe and does not collapse during transportation or storage, and it also saves stock space. is not needed extra.

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.

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

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図及び第8図は他の実施例を示
す正面図、第9図はは同B−C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。 (+)・・ブロック本体 (げ・・凹溝 (2)・・控
 (3)・・控尻特許出願人 草 竹 杉 児[相]
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, FIGS. 7 and 8 are front views showing other embodiments, and FIG. 9 is a sectional view taken along line B-C in FIG. FIG. 13 is a sectional view showing a state in which two crown concrete blocks according to the present invention are stacked. (+)...Block body (edge...concave groove (2)...back (3)...back end Patent applicant Grass, bamboo, cedar [phase]

Claims (1)

【特許請求の範囲】 ブロック本体の正面を、横長矩形と二等辺三角形を合成
した五角形となし、 − ゛ ° ブロック本体の背面の斜辺寄 り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、更にその控の斜面部をそれぞれ
平行する方向へ膨出させて控尻を形成した天端ブロック
[Claims] The front face of the block body is a pentagon that is a combination of an oblong rectangle and an isosceles triangle, and −゛ ° The cross section near the hypotenuse of the back face of the block body is approximately similar to the shape of the front face of the block body. A top block that has a protruding retainer that forms a shape, and further bulges out the sloped portions of the retainer in parallel directions to form a retainer butt.
JP11233884A 1984-05-31 1984-05-31 Top block Granted JPS60258329A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11233884A JPS60258329A (en) 1984-05-31 1984-05-31 Top block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11233884A JPS60258329A (en) 1984-05-31 1984-05-31 Top block

Publications (2)

Publication Number Publication Date
JPS60258329A true JPS60258329A (en) 1985-12-20
JPH0262650B2 JPH0262650B2 (en) 1990-12-26

Family

ID=14584180

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11233884A Granted JPS60258329A (en) 1984-05-31 1984-05-31 Top block

Country Status (1)

Country Link
JP (1) JPS60258329A (en)

Also Published As

Publication number Publication date
JPH0262650B2 (en) 1990-12-26

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