JP2001064942A - Revetment block - Google Patents

Revetment block

Info

Publication number
JP2001064942A
JP2001064942A JP24169999A JP24169999A JP2001064942A JP 2001064942 A JP2001064942 A JP 2001064942A JP 24169999 A JP24169999 A JP 24169999A JP 24169999 A JP24169999 A JP 24169999A JP 2001064942 A JP2001064942 A JP 2001064942A
Authority
JP
Japan
Prior art keywords
projected
revetment
center
stripes
ridge
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
JP24169999A
Other languages
Japanese (ja)
Other versions
JP4194185B2 (en
Inventor
Senzo Fukuda
千蔵 福田
Yasuo Matsuura
康夫 松浦
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.)
Izcon Co Ltd
Original Assignee
Izcon 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 Izcon Co Ltd filed Critical Izcon Co Ltd
Priority to JP24169999A priority Critical patent/JP4194185B2/en
Publication of JP2001064942A publication Critical patent/JP2001064942A/en
Application granted granted Critical
Publication of JP4194185B2 publication Critical patent/JP4194185B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily form a curved surface by providing two projected stripes extended to the front surface and rear surface at each side surface and then providing two projected stripes projected out at the center of the side surface. SOLUTION: To each of side surface boards 4, 5 of a revetment block 1, two projected stripes 6, 7 extended from the front surface board 2 and rear surface board 3 are provided, and a projected stripe 8 is provided at the center of the side surface board. Projected stripe 8 is projected out more from other two projected stripes 6, 7. A coupling bolt insertion hole 13 is transparently provided in the projected stripe 8 and two revetment blocks are coupled by a bolt. At this time, when projected stripes at the central portion are brought into contact with each other, a revetment or sheathing on a straight line can be constructed. When one projected stripe is bent inwardly or outwardly and installed in such a manner that projected stripes at the center part are brought into contact with each other, a curved revetment or sheathing can be constructed. On the other hand, two spaces are created in the middle of the neighboring blocks by three projected stripes and three filling spaces can be created by together with the neighboring revetment blocks, various filled matters can be combined together and diversified revetment facilities can be obtained.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、護岸や土留め用の
構築物を構成する護岸ブロックの改良に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a revetment block constituting a revetment or earth retaining structure.

【0002】[0002]

【従来の技術】従来から、平面視矩形筒状のコンクリー
トブロック(護岸ブロック)を、多数横方向、或いは縦
横方向に連接して護岸や土留め用の構築物を構成するす
ることが行なわれている。ところが、従来の護岸ブロッ
クは、曲面(内カーブや外カーブ)を形成することがな
かなか困難であった。
2. Description of the Related Art Conventionally, a large number of rectangular tubular concrete blocks (revetment blocks) in a plan view are connected in a horizontal direction or a vertical / horizontal direction to constitute a revetment or earth retaining structure. . However, it has been very difficult for conventional revetment blocks to form curved surfaces (inner curves and outer curves).

【0003】[0003]

【発明が解決しようとする課題】これは、従来の護岸ブ
ロックでは、側面に凸条がないか、あっても前後の2箇
所であり、設計通りの曲面を形成するには手間と時間を
要する欠点があった。
In a conventional revetment block, there are no convex ridges on the side surface, or there are two places before and after the ridge, and it takes time and effort to form a curved surface as designed. There were drawbacks.

【0004】[0004]

【課題を解決するための手段】そこで、本発明者は上記
問題に鑑み鋭意研究の結果遂に本発明を成したものであ
り、その特徴とするところは、護岸ブロックの各側面に
は、前面と後面を延長した2つ凸条とともに、側面中央
にも凸条を設け、且つ、側面中央の凸条を他の2つの凸
条よりも突出させた点にある。
In view of the above problems, the present inventor has finally made the present invention as a result of intensive research, and the feature of the present invention is that each side of the revetment block has a front surface. In addition to the two protruding ridges extending the rear surface, a protruding ridge is provided at the center of the side surface, and the ridge at the center of the side surface is made to protrude more than the other two ridges.

【0005】即ち本発明は、積層、連設することによっ
て護岸や土留めを構築する平面視矩形筒状のプレキャス
トコンクリートブロックであって、各側面は、前面と後
面を延長した2つ凸条と側面中央の凸条により2つの陥
凹部を備え、且つ、側面中央の凸条が他の2つの凸条よ
りも突出しているものである。また、側面中央の凸条に
は、隣り合う護岸ブロック同士を連結するためのボルト
用挿通孔を設けている。更に、前面と両側面に貫通窓を
設けると、護岸に用いた場合には、魚類の出入りや水の
循環が容易にできるし、土留めの場合には、排水が良好
に行なえる利点がある。
That is, the present invention relates to a precast concrete block having a rectangular cylindrical shape in a plan view, in which seawalls and earth retaining structures are constructed by laminating and connecting them, and each side surface has two protruding ridges extending forward and rear surfaces. The ridge at the center of the side surface has two concave portions, and the ridge at the center of the side surface is more protruding than the other two ridges. Further, a bolt insertion hole for connecting adjacent revetment blocks is provided in the ridge at the center of the side surface. Furthermore, providing through windows on the front and both sides has the advantage that fish can enter and exit easily and water can be easily circulated when used for revetment, and drainage can be well drained when soil retaining is used. .

【0006】また、本発明の護岸ブロックは、3つの凸
条の内中央部の凸条が突出しているので、隣り合う護岸
ブロックの中央部凸条同士を接触させた状態で設置すれ
ば、直線状の護岸や土留めが構築される。尚、中央部凸
条同士を接触させた状態で他の一方の凸条が接するよう
に内側又は外側へ曲げて設置すると、自然に曲線状の護
岸や土留めが構築される。しかもこの中央部の凸条のた
め、側面の強度が増加する。
In the revetment block of the present invention, since the central ridge of the three ridges protrudes, if the central ridges of adjacent revetment blocks are placed in contact with each other, a straight line is obtained. Revetments and earth retaining structures are constructed. In addition, when the central ridges are in contact with each other and are bent inward or outward so that the other ridges are in contact with each other, a curved seawall or earth retaining material is naturally constructed. Moreover, the strength of the side surface is increased due to the central ridge.

【0007】しかも、3つの凸条により、側面は2つの
陥凹部が生じているので、隣り合う護岸ブロックの中間
には、2つの縦方向の空間が生じることになる。従っ
て、護岸ブロック本体の空間と併せて3つの空間ができ
ることになり、この空間に、グリ石や土、その他異なっ
た素材を充填することができ、護岸や土留め構築物に変
化を持たすことができる。
[0007] In addition, since two concave portions are formed on the side surface due to the three ridges, two vertical spaces are generated between the adjacent revetment blocks. Therefore, three spaces will be created in addition to the space of the revetment block main body, and this space can be filled with gemstone, soil, and other different materials, and the revetment and earth retaining structures can be changed. .

【0008】[0008]

【発明の実施の形態】以下図面に示す実施例に基づいて
本発明を更に詳細に説明する。図1は、本発明に係る護
岸ブロック1の一例を示す。この護岸ブロック1は、前
面板2と背面板3及び2つの側面板4、5で囲まれた平
面視矩形筒状のもので、前面板2には、3つの貫通窓2
1が透設されている。そして、各側面板4、5には、前
面板2と背面板3を延長した2つ凸条6、7と側面板中
央の凸条8が設けられており、各凸条により2つの陥凹
部9、10ができている。また、側面板中央の凸条8が
他の2つの凸条6、7よりも突出している。尚、本例で
は凸条8が最も突出し、次いで凸条6、凸条7の順とな
っている(a<b)が、これは内カーブを作りやすくし
たものであり、これに限定されるものではなく、a>b
やa=bでもよい。要は、凸条8が他の凸条6、7より
も突出しておればよい。凸条8の他の凸条6、7に対す
る突出の程度は、護岸ブロックの全面幅が2000mm
の場合、10〜100mm程度で十分である。そして、
各陥凹部9、10には円形の貫通窓11、12が穿設さ
れ、側面板中央の凸条8には、連結用ボルト用挿通孔1
3が透設されている。また、背面板3には切欠31が設
けられている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail with reference to the embodiments shown in the drawings. FIG. 1 shows an example of a revetment block 1 according to the present invention. The revetment block 1 has a rectangular tubular shape in a plan view surrounded by a front plate 2 and a back plate 3 and two side plates 4 and 5.
1 is transparently provided. Each of the side plates 4 and 5 is provided with two ridges 6 and 7 extending from the front plate 2 and the back plate 3 and a ridge 8 at the center of the side plate. 9 and 10 are completed. Also, the ridge 8 at the center of the side plate protrudes more than the other two ridges 6 and 7. In this example, the ridge 8 protrudes most, and then the ridge 6 and the ridge 7 are in order (a <b). However, this is because it is easy to form an inner curve, and the present invention is limited to this. Not a, a> b
Or a = b. In short, it is only necessary that the ridge 8 protrudes from the other ridges 6 and 7. The degree of protrusion of the ridge 8 relative to the other ridges 6 and 7 is such that the entire width of the revetment block is 2000 mm.
In this case, about 10 to 100 mm is sufficient. And
Circular through-windows 11 and 12 are formed in each of the recesses 9 and 10, and a connecting bolt insertion hole 1 is formed in a ridge 8 at the center of the side plate.
3 is transparently provided. A notch 31 is provided in the back plate 3.

【0009】図2は、2個の護岸ブロック1をボルト1
4で連結した状態を示す。本発明の場合、連結部分に2
つの充填用空間15、16ができる。そして、本体の充
填用空間17とあわせて3種類の充填用空間ができるの
で、様々な種類の充填物を組み合わせて変化のある護岸
施設をえることができる。従来のものは、充填用空間が
1種類か精々2種類である。
FIG. 2 shows two seawall blocks 1 with bolts 1
4 shows a connected state. In the case of the present invention, 2
Two filling spaces 15 and 16 are formed. Then, since three types of filling spaces are formed in combination with the filling space 17 of the main body, various types of filling materials can be combined to obtain a changing seawall facility. The conventional one has only one type or at most two types of space for filling.

【0010】次に、本発明の大きな特徴は、内カーブや
外カーブに沿った敷設が極めて容易にできることであ
る。図3(a)は、側面板中央の凸条8同士を接当して
直線状に敷設した状態を示すが、前面板2を延長した凸
条6と側面板中央の凸条8同士を当接して敷設すると、
図3(b)に示すように、簡単且つ確実に内カーブが得
られる。緩い内カーブの場合には、凸条6同士の間をあ
けておけばよい。また、外カーブの場合には、図3
(c)に示すように、側面板中央の凸条8と背面板を延
長した凸条7同士を当接させるとよい。
A major feature of the present invention is that it is extremely easy to lay along an inner curve or an outer curve. FIG. 3 (a) shows a state in which the ridges 8 at the center of the side plate are abutted against each other and laid in a straight line. When laying in contact,
As shown in FIG. 3B, the inner curve can be obtained simply and reliably. In the case of a gentle inner curve, it is sufficient to leave a gap between the ridges 6. In the case of an outer curve, FIG.
As shown in (c), the ridges 8 at the center of the side plate and the ridges 7 extending from the back plate are preferably brought into contact with each other.

【0011】以上は、平面的な設置について説明したと
ころであるが、このような状態で、上下方向に段積みす
ると、任意の高さの護岸や法面の保護工事を行なうこと
ができる。その場合、図4に示すように、側面板4、5
の下面と上面にガイドピン18を埋設する穴19、20
を穿設しておくと、前後のずれがなく、安定して敷設で
きる。尚、穴19、20は、傾斜に併せて複数個穿設し
ておくとよい。
Although the above description has been given of the planar installation, when the stacking is performed in the vertical direction in such a state, the revetment or the slope protection work of an arbitrary height can be performed. In that case, as shown in FIG.
Holes 19 and 20 for embedding guide pins 18 in the lower and upper surfaces of the
By piercing, there is no deviation between front and rear, and it can be laid stably. Note that a plurality of holes 19 and 20 may be formed in accordance with the inclination.

【0012】充填用空間15、16、17には、用途や
敷設場所に応じてぐり石や土砂等を充填する。護岸の場
合、適当量のぐり石を入れておくと、魚巣の働きもす
る。また、空間15、空間16のうち一方或いは両方に
コンクリートを充填して、組み上げた護岸ブロックの全
体を一体化することもできる。この場合、ぐり石や土砂
等の充填は、空間15、空間16のうちの一方と空間1
7、或いは空間17に対してのみ行なう。或いは空間1
7に対してもコンクリートの充填を行ってもよい。
The filling spaces 15, 16 and 17 are filled with cobblestone, earth and sand, etc., according to the use and the place of installation. In the case of revetment, if an appropriate amount of boring stone is put in, it also works as a fish nest. In addition, one or both of the space 15 and the space 16 can be filled with concrete, and the assembled seawall block can be integrated as a whole. In this case, the filling of the cobblestone, earth and sand, etc. is performed with one of the spaces 15 and 16 and the space 1.
7 or only for space 17. Or space 1
7 may be filled with concrete.

【0013】[0013]

【発明の効果】以上詳細に説明したように本発明の護岸
ブロックは、各側面に、前面と後面を延長した2つ凸条
と側面中央の凸条により2つの陥凹部を設け、且つ、側
面中央の凸条が他の2つの凸条よりも突出しているもの
である。
As described above in detail, the revetment block of the present invention is provided with two recesses on each side by two protruding ridges extending the front and rear surfaces and a ridge at the center of the side. The central ridge is projected more than the other two ridges.

【0014】従って、直線状はもとより、内カーブや外
カーブの部分にも容易確実に沿わすことができる。ま
た、充填用空間の種類が多く、様々な充填物を用途に応
じて使い分けることができる。そして、土砂を充填して
植生したり、ぐり石を充填して魚巣の働きをさせる、或
いはコンクリートを充填して組み上げた護岸ブロックの
全体を一体化することができるなど、多くの利点を有す
るものである。
Therefore, it is possible to easily and reliably follow not only a straight line but also an inner curve and an outer curve. In addition, there are many types of filling spaces, and various filling materials can be properly used depending on the application. And it has many advantages, such as filling with soil and vegetation, filling with rocks to work as a fish nest, or filling with concrete and integrating the entire revetment block. Things.

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

【図1】本発明に係る護岸ブロックの例を示す斜視図で
ある。
FIG. 1 is a perspective view showing an example of a seawall according to the present invention.

【図2】2個の護岸ブロック連結した状態を示す平面図
である。
FIG. 2 is a plan view showing a state where two revetment blocks are connected.

【図3】図3(a)は護岸ブロックを直線状に敷設した
状態を示す平面図、図3(b)は護岸ブロックを内カー
ブ状に敷設した状態を示す平面図、図3(c)は護岸ブ
ロックを外カーブ状に敷設した状態を示す平面図であ
る。
FIG. 3 (a) is a plan view showing a state in which the revetment blocks are laid in a straight line, FIG. 3 (b) is a plan view showing a state in which the revetment blocks are laid in an inner curve, and FIG. 3 (c). FIG. 4 is a plan view showing a state in which a seawall is laid in an outer curve shape.

【図4】図4(a)は2つの護岸ブロックを上下に積み
上げた状態の側面図、図4(b)は同じく2つの護岸ブ
ロックを異なる角度で上下に積み上げた状態の側面図で
ある。
FIG. 4 (a) is a side view of a state where two revetment blocks are vertically stacked, and FIG. 4 (b) is a side view of a state where two revetment blocks are vertically stacked at different angles.

【符号の説明】[Explanation of symbols]

1 護岸ブロック 2 前面板 21 貫通窓 3 背面板 31 切欠 4 側面板 5 側面板 6 凸条 7 凸条 8 側面板中央の凸条 9 陥凹部 10 陥凹部 11 貫通窓 12 貫通窓 13 連結用ボルト用挿通孔 14 ボルト 15 充填用空間 16 充填用空間 17 本体の充填用空間 18 ガイドピン 19 穴 20 穴 DESCRIPTION OF SYMBOLS 1 Revetment block 2 Front plate 21 Through window 3 Back plate 31 Notch 4 Side plate 5 Side plate 6 Convex ridge 7 Convex ridge 8 Convex ridge at the center of side plate 9 Depression 10 Depression 11 Through window 12 Through window 13 Connection bolt Insertion hole 14 Bolt 15 Filling space 16 Filling space 17 Filling space of main body 18 Guide pin 19 Hole 20 Hole

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 積層、連設することによって護岸や土留
めを構築する平面視矩形筒状のプレキャストコンクリー
トブロックであって、各側面は、前面と後面を延長した
2つ凸条と側面中央の凸条により構成される2つの陥凹
部を備え、且つ、側面中央の凸条が他の2つの凸条より
も突出していることを特徴とする護岸ブロック。
1. A precast concrete block having a rectangular tubular shape in plan view, in which seawalls and earth retaining structures are constructed by laminating and connecting them, wherein each side surface has two protruding strips extending the front surface and the rear surface, and the center of the side surface. A revetment block comprising two recesses formed by ridges, and wherein the ridge at the center of the side surface projects more than the other two ridges.
【請求項2】 側面中央の凸条には、隣り合う護岸ブロ
ック同士を連結するためのボルト用挿通孔を設けたもの
である、請求項1記載の護岸ブロック。
2. The revetment block according to claim 1, wherein a bolt insertion hole for connecting adjacent revetment blocks is provided in the ridge at the center of the side surface.
【請求項3】 前面と両側面には、貫通窓を設けた物で
ある、請求項1又は請求項2記載の護岸ブロック。
3. The revetment block according to claim 1, wherein a penetration window is provided on the front surface and both side surfaces.
JP24169999A 1999-08-27 1999-08-27 Seawall block Expired - Lifetime JP4194185B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24169999A JP4194185B2 (en) 1999-08-27 1999-08-27 Seawall block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24169999A JP4194185B2 (en) 1999-08-27 1999-08-27 Seawall block

Publications (2)

Publication Number Publication Date
JP2001064942A true JP2001064942A (en) 2001-03-13
JP4194185B2 JP4194185B2 (en) 2008-12-10

Family

ID=17078222

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24169999A Expired - Lifetime JP4194185B2 (en) 1999-08-27 1999-08-27 Seawall block

Country Status (1)

Country Link
JP (1) JP4194185B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009249927A (en) * 2008-04-07 2009-10-29 Toei Shoko Kk Retaining wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009249927A (en) * 2008-04-07 2009-10-29 Toei Shoko Kk Retaining wall structure

Also Published As

Publication number Publication date
JP4194185B2 (en) 2008-12-10

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