JPS5952008A - Block for revetment - Google Patents

Block for revetment

Info

Publication number
JPS5952008A
JPS5952008A JP16285382A JP16285382A JPS5952008A JP S5952008 A JPS5952008 A JP S5952008A JP 16285382 A JP16285382 A JP 16285382A JP 16285382 A JP16285382 A JP 16285382A JP S5952008 A JPS5952008 A JP S5952008A
Authority
JP
Japan
Prior art keywords
block
bed
view
legs
blocks
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.)
Pending
Application number
JP16285382A
Other languages
Japanese (ja)
Inventor
Koichi Higuchi
樋口 興一
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.)
HAROUKEN KOGYO KK
Original Assignee
HAROUKEN KOGYO KK
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 HAROUKEN KOGYO KK filed Critical HAROUKEN KOGYO KK
Priority to JP16285382A priority Critical patent/JPS5952008A/en
Publication of JPS5952008A publication Critical patent/JPS5952008A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To improve the connection and stability of blocks by a method in which one side face of a block having legs on the four corners of its square base plate is shaped into a trapezoidal wedge form and also the opposite side face of the trapezoidal wedge form side is shaped into an inversely trapezoidal wedge form in order to make up a block for revetment. CONSTITUTION:In a concrete square block having legs L'1, L'2, L'3, and L'4 on the four corners of its square base plate P1, one side (e.g., L'3 and L'4 sides) of the base plate P1 is notched into an inversely trapezoidal wedge form side view and an upside-view trapezoidal wedge form, and the other side (e.g., L'1 and L'2 sides) is notched into a trapezoidal wedge form side-view and a trapezoidal form when it is looked down in order to make up a block for revetment.

Description

【発明の詳細な説明】 本発明は、河川、海岸農学の賎床工として敷設されるコ
ンクリート根固ブロックに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a concrete foundation block that is laid as a bed for river and coastal agriculture.

従来、この種のコンクリートブロックは、二次元的な考
えに基く平面的な噛み合いだけを考えて施工されてきた
。このような工法では横方向の力に対しては安定を保つ
ことが出来るが、実際に働く波の揚圧力に対しては吸収
されず個々に破壊される例が多かった。本発明は三次元
的な唆み合せを考えて、上下方向に働く力にも抵抗して
安定を保たせることを特長としたものである。
Conventionally, this type of concrete block has been constructed with only planar interlocking based on a two-dimensional concept in mind. Although this type of construction method can maintain stability against lateral forces, there are many cases in which the uplift force of the waves that actually acts is not absorbed and breaks down individually. The present invention is characterized by considering three-dimensional combinations and maintaining stability by resisting forces acting in the vertical direction.

この発明の要旨は、方形の基板の四隅部に脚部を有する
コンクリート方塊ブロックにおいて、一方側面を台形模
型に切欠ぎ、又その対向する側面を、逆台形楔部に切欠
いたことを特徴とする護床用ブロックにある。
The gist of this invention is that, in a square concrete block having legs at the four corners of a rectangular substrate, one side is cut out into a trapezoidal model, and the opposite side is cut out into an inverted trapezoidal wedge. It's on the bed guard block.

ここで基板の繭後側の脚部形状は本実施例に示す様に約
後方向には何ら突出させず前面、後面が平面状でありて
もよいし、又前後面の部分の脚部が左側、右側と同様に
互に台形模型、逆台形模型に突出させて前後面において
も互に噛み合う様にすることもできる。又基板には適当
な逃水用窓、開口を設けてもよい。
Here, the shape of the legs on the rear side of the cocoon of the substrate may be such that the front and rear surfaces are flat without protruding in the rear direction at all, as shown in this example, or the legs on the front and rear surfaces may be flat. As with the left and right sides, they can also be made to protrude into trapezoidal or inverted trapezoidal shapes so that they mesh with each other on the front and rear surfaces. Further, the substrate may be provided with a suitable water escape window or opening.

以下本考案を実施例に基いて説明する0図中(B”J、
(B”)、(B3)・・・は本実施例の護床用ブロック
であって、(L、1)l(L))、(Lj)、(Lt)
、(可)。
The present invention will be explained below based on examples.
(B"), (B3)... are the bed protection blocks of this embodiment, (L, 1) l (L)), (Lj), (Lt)
, (acceptable).

Gt)・・・は−床用ブロックの(B’ ) 、 (B
2)・・・0脚部であって上方インデックスは護床用ブ
ロックの番号を示し、(L))、(L4)(=1.2・
・・は左側に設けられ、(L〜) 、 (L!、 ) 
i = 1.2・・・は右側に設けられている。(Fl
k) +(p21) 、 (F3’ ) CF4’ )
 、 (Fl” ) 、 (F、” )・・・は脚部(
L”1) l (L1□)。
Gt) ... is - (B') of the floor block, (B
2)...The upper index of the 0 leg section indicates the number of the bed protection block, (L)), (L4) (=1.2.
... is provided on the left side, (L~), (L!, )
i=1.2... is provided on the right side. (Fl.
k) + (p21), (F3') CF4')
, (Fl”), (F,”)... are the legs (
L”1) l (L1□).

(L’、) 、(r4)・・・の左側、右側で対向する
脚部の内周壁面である。(P’ ) 、 (P” )・
・・はll!尿用ブロック(B’)。
(L', ), (r4) are the inner circumferential wall surfaces of the legs facing each other on the left and right sides. (P'), (P")・
...hall! Urine block (B').

(B2)・・・の基板である。この実施例での霞床用ブ
ロックの敷設飾玉はまず藤床用ブロック(B” ) 、
 (B” ) 。
(B2)... is the substrate. In this example, the decorations laid on the blocks for the haze floor are first the blocks for the wisteria floor (B"),
(B”).

(B3)・・・を^1■後−列に隙間なく整列させる。(B3) Arrange... in the ^1■ back- column without any gaps.

次にクレーン等の吊上機を利用して右列の霞床用ブロッ
ク(B11 > 、 (B22 >・・・を整列された
ブロック群(B”)、’(B2)、(B”)・・・に噛
み込ませる空が護床用ブロック(B’ ) 、 (B2
)の右側の脚部(Lll)、(L″4)の対向する内周
壁面(F、’ > 、 <八’ >は逆台形換型に切欠
され上方に従って拡がっていて(第2.6図にその拡が
シ角αを図示している。)、 脚部<B13> 、 o
、”、 >間はロ、杉状の空間となっておυ、この空間
に右列の護床用ブロック(BIO> 、 (Bil >
の脚部(L−〇 ) 、 (r、:1 )を挿入する。
Next, using a lifting machine such as a crane, the right row of haze floor blocks (B11 > , (B22 >...) are arranged into block groups (B''), '(B2), (B''), The sky that is bitten by ... is a bed protection block (B'), (B2
), the opposing inner circumferential walls (F, '>, <8'> of the right leg (Lll), (L″4) are cut out in the shape of an inverted trapezoid and widen upward (see Fig. 2.6). The expansion shows the angle α), leg <B13>, o
, ”, > is a cedar-shaped space, υ, and in this space, the right row of bed protection blocks (BIO> , (Bil >
Insert the legs (L-〇) and (r, :1).

脚部(t、I; ) 、 B )の合せた外形状は逆台
形喫狽となっているので、11141部(L〜> 、 
(B14>の間の逆台形換型の口形状空間にうまく嵌入
する。しかも脚部(L3)+aJ:)の対向する内周壁
面<B41> 、 CF、” >は外方に拡がる様に開
いておシ脚部(L1□。> 、 (t、”、’ >の内
周壁面(4°)。
The combined outer shape of the legs (t, I; ), B) is an inverted trapezoid, so 11141 parts (L~>,
It fits well into the inverted trapezoidal mouth-shaped space between (B14).Furthermore, the opposing inner circumferential wall surfaces of the legs (L3)+aJ:) <B41>, CF, "> open outward to expand. Inner peripheral wall surface (4°) of the leg part (L1□.>, (t,",'>).

その拡がシ角βを図示している。)、  右から薯への
穫床用ブロック(B” ) 、 (B” )の移動によ
って円滑に嵌合し合う様になっている。他の同じり罎の
他の画法用ブロック(B” )・・・も同様に噛み合せ
る。この様に右列の護床用ブロック(B”) 、 (B
”)・・・のブロック群を護床用ブロック(B” ) 
、 (B2)・・・のブロック群に噛み合せ敷設完了す
れは、−4護床用ブロツク(B”)+(B”)・・・の
ブロック群の更に右列の膿床用ブロック群を噛み合せ、
11次右方向にI床用ブロック詳を噛み合せ敷設してい
くものである。海岸の傾か[面に敷設した例を第9図に
示す。この様に脚部を互に噛み合せた一体化した画法用
ブロックに揚圧力、動水圧が作用して一つの・腫床用ブ
ロックが持ち上がろうとすれば、右側の祿床ブロックの
通台形楔型脚部と係合して右側の饅床用ブロックを持ち
上げる様に働いて置床用ブロックの持ち上げを弱め、同
右側の打≠床用ブロックは更に自己の更に右側のa+床
用ブロックを持ち上げる様に作用して、結局一つの護床
用ブロックに働く揚圧力等の静動圧は護床用ブロック全
体で受は止めることになシ護床用ブロックの乱れ、崩壊
を強固に防ぐものである。
Its expansion illustrates the angle β. ), the harvest bed blocks (B") and (B") are moved from the right to the yam so that they fit together smoothly. Other drawing blocks (B") of the same pattern are also engaged in the same way. In this way, the right row protection bed blocks (B"), (B
”)... blocks for bed protection (B”)
, (B2)... To complete the laying, -4 bed guard block (B") + (B")... block group, further right row bed block group are engaged. ,
The blocks for the I floor are interlocked and laid in the 11th right direction. Figure 9 shows an example of installation on the slope of the coast. If lift force and hydraulic pressure act on the integrated drawing block whose legs are interlocked in this way, and one tumor bed block tries to lift up, the trapezoidal shape of the right side bed block will appear. It engages with the wedge-shaped leg and works to lift the steamed bun block on the right side, weakening the lifting of the floor block, and the striking≠floor block on the right side further lifts its own a+ floor block on the right side. As a result, static and dynamic pressure such as uplift force acting on a single bed protection block is not absorbed by the entire bed protection block, and is strongly prevented from disturbing or collapsing the bed protection block. be.

以上の様に本考案によれば護床用ブロックの噛み合いが
完全に行われ、蒔床用ブロックの一体化が容易になされ
、湯圧力等の静動圧に対しきわめて安定して1141床
用ブロツクの移動、転倒、崩壊が防け、しかも施工も容
易になされるという効果がある。
As described above, according to the present invention, the 1141 bed blocks are perfectly engaged, the sowing bed blocks are easily integrated, and the 1141 bed blocks are extremely stable against static and dynamic pressures such as hot water pressure. It has the effect of preventing the movement, overturning, and collapse of buildings, and also being easy to construct.

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

8A1図は本考案膿尿用ブロックを示す平面図、第2図
は同右側1に1図、第3図は同左側面図、第4図は回正
1III図、第5図は同斜視図、第6図は護床用ブロッ
クを敷設した状態を示す平面図、第7図は護床用ブロッ
クの一つの縦列群の右側面図、第8図は同′縦列群の隣
右縦列群の左側面図、第9図は海岸の傾斜面に敷設した
状態を示す説明図である0 (B” M B” )・・弓護床用ブロック< L”、
 M L’、 >・・弓脚 部(F”、 M F二)・
・弓内周壁面 (P” )、(B2)・・α晶 板
Fig. 8A1 is a plan view showing the pyuria block of the present invention, Fig. 2 is a view on the right side 1, Fig. 3 is a left side view, Fig. 4 is a rotation 1III view, Fig. 5 is a perspective view, and Fig. 5 is a perspective view. Figure 6 is a plan view showing the state in which bed protection blocks are laid, Figure 7 is a right side view of one column group of bed protection blocks, and Figure 8 is a left side view of the right column group next to the same column group. Figure 9 is an explanatory diagram showing the state in which it is laid on the slope of the coast.
M L', >...Bow leg (F", M F2)
・Archive inner peripheral wall surface (P"), (B2)...α crystal plate

Claims (1)

【特許請求の範囲】[Claims] 1)方形の基板の四隅部に脚部を有するコンクリート方
塊ブロックにおいて、一方側面を台形模型に切欠ぎ、又
その対向する側面を逆台形ll!型に切欠いだことを特
徴とする護床用ブロック。
1) In a concrete rectangular block having legs at the four corners of a rectangular board, one side is cut out into a trapezoid model, and the opposite side is into an inverted trapezoid! A bed protection block characterized by a notch in the shape.
JP16285382A 1982-09-18 1982-09-18 Block for revetment Pending JPS5952008A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16285382A JPS5952008A (en) 1982-09-18 1982-09-18 Block for revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16285382A JPS5952008A (en) 1982-09-18 1982-09-18 Block for revetment

Publications (1)

Publication Number Publication Date
JPS5952008A true JPS5952008A (en) 1984-03-26

Family

ID=15762481

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16285382A Pending JPS5952008A (en) 1982-09-18 1982-09-18 Block for revetment

Country Status (1)

Country Link
JP (1) JPS5952008A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4978247A (en) * 1986-05-05 1990-12-18 Lenson Walter J Erosion control device
JP2008267248A (en) * 2007-04-19 2008-11-06 Otics Corp Valve mechanism

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4978247A (en) * 1986-05-05 1990-12-18 Lenson Walter J Erosion control device
JP2008267248A (en) * 2007-04-19 2008-11-06 Otics Corp Valve mechanism

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