JPH06346421A - Concrete blocks used for bulkhead or the like - Google Patents

Concrete blocks used for bulkhead or the like

Info

Publication number
JPH06346421A
JPH06346421A JP5163344A JP16334493A JPH06346421A JP H06346421 A JPH06346421 A JP H06346421A JP 5163344 A JP5163344 A JP 5163344A JP 16334493 A JP16334493 A JP 16334493A JP H06346421 A JPH06346421 A JP H06346421A
Authority
JP
Japan
Prior art keywords
pedestal
stone
suspicious
abutting
concrete
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
JP5163344A
Other languages
Japanese (ja)
Other versions
JP2557788B2 (en
Inventor
Kazu Kumagai
和 熊谷
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 JP5163344A priority Critical patent/JP2557788B2/en
Publication of JPH06346421A publication Critical patent/JPH06346421A/en
Application granted granted Critical
Publication of JP2557788B2 publication Critical patent/JP2557788B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Cultivation Of Plants (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To make it possible to restore an environment close to the natural environment in bulkhead construction work along a river or a lake or the like by installing a butting joint and a connecting joint on the peripheral edge of a unit block where a pedestal and imitation stones are laid out in an outer form formed into polygons which are similar in every direction and forming zigzag-shaped grooves in the butting part and connecting part, and, by widening and narrowing the grooves. CONSTITUTION:Pedestals 2 and imitation stones 3, 3A, 3B, 3C and 3D are laid out in an outer form 1, which forms a plurality of polygons which are similar everywhere. Then, a butting joint 4 and a connecting joint 5 are installed in the peripheral part of the blocks. The tip surface of the butting joint 4 is positioned in parallel to the upper side of the polygons. The imitation stones 3, 3A, 3B, 3C and 3D, which correspond to each of the unit blocks when mounted and constructed, are alternately arranged. Vertical and horizontal mounting direction lines are formed in zigzag lines where the width of a butting groove 11 is wide and narrow and zigzag-shaped in a sophisiticated manner for one pair. This construction makes it possible to restore a near natural environment in a construction site by planting grass, small bushes 14.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は護岸等に使用するコンク
リ−ト製ブロックの改良に関し自然環境の保護と維持に
貢献せんとするものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the improvement of concrete blocks used for revetments and the like, which is intended to contribute to the protection and maintenance of the natural environment.

【0002】[0002]

【従来の技術】この種従来のコンクリ−ト製ブロック
(以下「ブロック」と称す。)は、正方形又は平行四辺
形或いは菱形、短形等でその面積は一平方m(運搬、施
工等の便を考え、広さは一平方mとするのが業界の慣習
である。)のコンクリ−ト製となし、疑石を配した構造
のものもあるが、一般的には表面に或程度の幾何学的凹
凸模様を表現して型枠で大量生産され、施工されたとき
は各ブロックの衝合部は直線状となり、更に直線衝合部
には間隙が生じないようモルタルで目地埋めするものが
普通である。又上記幾何学図形様ブロックの施工にあた
っては目地を適宜間隔を有して施工可能に構成し施工後
当該目地に土砂を投入して草木が生育するように工夫し
たブロックもあったが衝合部(目地)が直線のため衝合
部(溝)の土砂が河川の水流や湖沼の波或いは降雨によ
って流失し遂にはブロックの根を支える土砂まで洗い流
すという障害が発生する。又大々的な護岸ブロック(特
に小河川用。)としては擁壁ブロックや大型U字溝等が
あるが前記ブロックも含めこれら何れのブロックにし
て、施行した場合湖沼や河川の堤防や海岸をコンクリ−
ト化するのみで緑を奪い自然を破壊して来たのが現状で
ある。
2. Description of the Related Art A conventional concrete block (hereinafter referred to as "block") of this type is a square, a parallelogram, a rhombus, a rectangle, etc., whose area is 1 m2 (for transportation, construction, etc.). Considering the above, it is customary in the industry to set the area to 1 m2.) There is also a structure made with concrete and arranging suspicious stones, but generally there is a certain degree of geometry on the surface. When the blocks are mass-produced in a form that expresses a geometrical concavo-convex pattern and is constructed, the abutting part of each block becomes a straight line, and the mortar is used to fill the joints so that no gap is created in the linear abutting part. It is normal. In addition, when constructing the above-mentioned geometrical figure-like blocks, there was also a block that was constructed so that joints could be constructed with appropriate intervals and that after the construction, sand and sand were poured into the joints to grow plants and trees. Since the (joint) is a straight line, the sediment at the abutment (ditch) will be washed away by the water flow of the river, the waves of the lake, or the rainfall, and eventually the soil that supports the root of the block will be washed away. Large-scale revetment blocks (especially for small rivers) include retaining wall blocks and large U-shaped ditches. If any of these blocks, including the above-mentioned blocks, is used, lakes and river embankments and coasts will be concrete.
It is the current situation that it has taken away greenery and destroyed nature only by turning it into a tree.

【0003】[0003]

【発明が解決しようとする課題】本発明が解決しようと
する課題は、上記従来の技術に鑑み、河川や湖沼等の護
岸等に使用する一定の単位面積を有するコンクリ−ト製
ブロックにおいて、施工時に形成される衝合線を直線と
することを止め、なるべく複雑なジグザグ線とすると共
に、モルタルで目地埋め施工して直線形状となすのでは
なく或程度の巾を有し且つ、広狭の一定しない複雑ジグ
ザグ状の衝合溝となし、更に一単位ブロックの中に配置
した疑石も施工後の配列が直線上に並ばないようにし
て、流水や打ち寄せる波の影響を小さくして衝合溝に草
木が生育し易くし、疑石や台座はあたかも自然岩磐や自
然石の如く映え、本発明コンクリ−ト製ブロックの施工
によって自然破壊を最小限にくい止めると共に従来の工
事によって破壊された自然河川や湖沼等の堤防や岸辺に
緑と自然を取り戻そうとする点にある。
SUMMARY OF THE INVENTION In view of the above-mentioned conventional techniques, the problem to be solved by the present invention is to construct a concrete block having a certain unit area used for revetment of rivers, lakes and marshes. The abutment line that is sometimes formed is stopped from being a straight line, and it is made as complicated a zigzag line as possible, and it is not a straight line shape by filling joints with mortar to form a straight line, but it has a certain width and a constant width. No complex zigzag abutment groove.In addition, the suspicious stones placed in one unit block are also arranged so that the array after construction is not aligned in a straight line to reduce the influence of running water and rushing waves and abutment grooves. Vegetation is easy to grow, and suspicious stones and pedestals look like natural rocks and stones, and the concrete block construction of the present invention minimizes natural destruction and destroys it by conventional construction. Lies in the fact that to win back the green and nature in levees and banks such as natural rivers and lakes.

【0004】[0004]

【課題を解決するための手段】本発明は、一単位のコン
クリ−ト製ブロック(以下「単位ブロック」と言う。)
を、その台座と台座上に配した疑石とを想定した前後左
右が相似形からなる複雑多角の幾何学図形区画内に配置
成形可能に、前記複雑多角の幾何学図形状の外型枠と当
該外型枠内に台座と疑石とを同時に成形可能な内型枠と
によって台座と疑石を一体として形成し、この際台座上
に配置した疑石の外周縁及び疑石外周と連らなる台座上
面縁が台座の外周縁から適宜巾ではみ出し部を有し、当
該はみ出し部の下方は遊間部として形成され、他方、単
位ブロックを連結組付施工の際、前後左右に隣接する単
位ブロックと互に衝合して支持し合う衝合手を前記複雑
多角の幾何学図形状をなす外型枠の辺にその先端部が位
置するよう台座と一体的に複数個突設し、更に組付施工
時同じく前後左右に隣接する単位ブロック同志を衝止連
結する連結手をそれぞれ組付時対応する台座周縁適宜個
所に複数突設してなり、施工時前後左右相対応する単位
ブロックの衝合手を衝合し連結手を連結しつつ連結組付
けた際連結組付施工によって施工面に形成される縦横の
衝合溝が複数なジグザグ蛇行状を呈し且つ当該溝上にし
て隣接する各単位ブロックとの間隔も広狭一定しない衝
合溝を形成し、又台座上の疑石配置線も直線的に形成さ
れることなく施工され得る構成としたことを特徴とする
護岸等に使用するコンクリ−ト製ブロックである。上記
の構造を有する単位ブロックにおいて、疑石を配置して
いない台座上面部分から台座を貫通する適宜形状及び広
さの貫通穴を設ける時は後に述べる発明の作用と効果を
有し、又疑石はより自然石に近く観取され得るよう単位
ブロック内に配置する各個の疑石をすべて形状やその大
きさを変えて構成し、更に疑石表面及び台座表面には硅
砂、白セメント、顔料等着色剤で疑似天然石模様を描出
した構成とした単位ブロックとすることも可能である。
次に衝合手の先端面は平面状でもよいし、互に咬合又は
嵌合等組付力強化可能な形状としてもよい。又連結手は
錆止め針金を突設して互に巻き止めてもよいし、掛止機
構や衝止機構で掛止又は衝止してもよくその手段は限定
されるものではない。
According to the present invention, one unit of concrete block (hereinafter referred to as "unit block").
Can be placed and molded in a geometrical figure section of a complex polygon consisting of similar shapes on the front and back and left and right assuming the pedestal and a suspicious stone arranged on the pedestal, and an external formwork of the geometrical figure shape of the complex polygon. The pedestal and the suspicious stone are integrally formed by the inner formwork capable of simultaneously forming the pedestal and the suspicious stone in the outer mold, and at this time, the pedestal and the outer periphery of the suspicious stone arranged on the pedestal are connected to each other. The upper edge of the pedestal has a protruding portion with an appropriate width from the outer peripheral edge of the pedestal, and the lower portion of the protruding portion is formed as a free space portion. A plurality of abutting hands that abut each other and support each other are integrally formed with the pedestal so that the tips thereof are located on the sides of the outer frame forming the geometrical shape of the complex polygon, and further assembled. At the time of construction, connect the unit blocks that are adjacent to each other in the front, rear, left and right, When assembled, multiple ridges are provided at appropriate points around the pedestal periphery, and when assembled, the abutments of the unit blocks that correspond to the front, rear, left, and right phases are abutted, and the joints are joined together. The vertical and horizontal abutting grooves formed on the construction surface by the construction show a plurality of zigzag meandering shapes, and the abutting grooves are formed on the grooves so that the intervals between adjacent unit blocks are not wide and constant, and the pedestal is not suspect This is a concrete block used for revetments and the like, which is characterized in that it can be constructed without the stone placement line being formed linearly. In the unit block having the above structure, when a through hole of an appropriate shape and size that penetrates the pedestal from the pedestal upper surface portion where the suspicious stone is not provided is provided, it has the function and effect of the invention described later. Is configured by changing the shape and size of each suspect stone placed in the unit block so that it can be seen closer to natural stone, and further, on the suspect stone surface and the pedestal surface, silica sand, white cement, pigment, etc. It is also possible to form a unit block having a structure in which a pseudo natural stone pattern is depicted with a coloring agent.
Next, the tip end surfaces of the abutting hands may be flat, or may be shaped so as to strengthen the assembling force such as biting or fitting with each other. The connecting hands may be provided with rust-preventing wires protruding from each other and may be wound around each other, or may be hooked or hit by a hooking mechanism or a hitting mechanism, and the means is not limited.

【0005】[0005]

【実施例】本発明は以上のような構成を有するものであ
るが、次にその実施例について図面に従って説明する。
図1は本発明単位ブロックの外型枠内に内型枠を配した
状態を示す平面説明図であり、図3は単位ブロックでそ
の平面説明図である。(1)は前後左右相似形からなる
特定された複雑多角形の外型枠であり、(2)は内型枠
であって台座(2′)上部の一部輪画線であると共に内
型枠(2)の輪郭でもあり平面形状を示すものである。
又(3)(3A)(3B)(3C)(3D)はそれぞれ疑石
で、(4)は衝合手、(5)は連結手、(6)は貫通穴
である。又図2は型枠にコンクリ−トを流し込み台座
(2′)及び疑石(3)(3A)(3B)(3D)貫通
穴(6)を形成した状態の図1のA−A線部断面説明図
で、(7)は遊間部である。図面に示すように、本実施
例は14角14辺の複雑多角形の前後左右相似形からな
る外枠(1)の中に適宜大なる疑石(3)(3A)及び
(3B)(3C)を4個と、小なる疑石(3D)1個を
配置し更に貫通穴(6)を一本貫設した構造となってお
り、衝合手(4)は8個でその先端面が凹凸に形成され
台座から突出して配設され且つその面は外型枠(1)の
何れか一辺に接し且つ平行して形成されている。又連結
手(5)は8個で台座(2′)から突出して配設されて
いる。そして疑石(3)(3A)(3B)(3C)(3
D)は台座(2′)の上面から適宜巾(H)ではみだし
て構成され得るように内型枠(2)が形成されており、
はみだし部(H)の下部に遊間部(7)が形成されてい
る。疑石(3)(3A)(3B)(3C)の高さは略々同
一につくられ且つその表面部には自然石形状(8)が設
けられより自然石に近ずけられている。小疑石(3D)
にも自然石形状が設けられ、又何れの疑石及び台座
(2′)上面にも硅砂と顔料等着色剤及び白セメントの
混合で自然石模様を描出している。この着色による模様
描出も内外型枠で成型時に同時に行うものである。自然
石模様は、例えば群馬石模様とか甲州石模様或は全国的
に有名な石材産地の石模様などを自由に表現可能であ
る。以上のように単位ブロックは、上下左右が相似であ
る一定の複雑多角形の外型枠(1)と、外型枠(1)内
において台座(2′)と疑石(3)(3A)(3B)(3
C)(3D)を配した内型枠(2)とにより、必要に応
じて疑石(3)(3A)(3B)(3C)(3D)と台座
(2′)の上面とに自然石の形状と模様を描出して同時
成形により多量に生産可能であって、この単位ブロック
を使用して護岸等の工事を施工するものである。なお、
疑石数は自由に選択可能なること言うまでもない。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention has the above-mentioned structure. Next, an embodiment will be described with reference to the drawings.
FIG. 1 is an explanatory plan view showing a state where an inner mold is arranged inside an outer mold of the unit block of the present invention, and FIG. 3 is a plan explanatory view of the unit block. (1) is an outer mold of a specified complex polygon consisting of front, rear, left, and right similar shapes, and (2) is an inner mold, which is a partial circular drawing line above the pedestal (2 ') and the inner mold. It is also the contour of the frame (2) and shows a planar shape.
Further, (3), (3A), (3B), (3C), and (3D) are suspicious stones, (4) is an abutting hand, (5) is a connecting hand, and (6) is a through hole. FIG. 2 is a view showing a state where the concrete is poured into the form and the pedestal (2 ′) and the suspicious stones (3) (3A) (3B) (3D) through holes (6) are formed, and the line AA of FIG. In the cross-sectional explanatory view, (7) is a clearance portion. As shown in the drawings, in this embodiment, a large number of suspicious stones (3), (3A) and (3B) (3C are provided in an outer frame (1) composed of a front-rear left-right similar shape of a complex polygon having 14 sides and 14 sides. 4) and one small suspicious stone (3D) are arranged and one through hole (6) is further provided. The abutting hand (4) is 8 and the tip surface is It is formed in a concavo-convex shape so as to project from the pedestal, and its surface is formed in contact with and parallel to any one side of the outer mold (1). Eight connecting hands (5) are arranged so as to project from the pedestal (2 '). Suspicious stones (3) (3A) (3B) (3C) (3
The inner mold (2) is formed so that D) can be formed by appropriately protruding from the upper surface of the pedestal (2 ') with a width (H),
A clearance portion (7) is formed below the protruding portion (H). The suspicious stones (3) (3A) (3B) (3C) are made to have substantially the same height, and a natural stone shape (8) is provided on the surface thereof so as to be closer to the natural stone. Suspicious stone (3D)
A natural stone shape is also provided on each of them, and a natural stone pattern is drawn on each of the suspected stones and on the upper surface of the pedestal (2 ') by mixing silica sand, a coloring agent such as pigment, and white cement. The pattern drawing by this coloring is also performed at the same time when molding with the inner and outer molds. The natural stone pattern can freely express, for example, a Gunma stone pattern, a Koshu stone pattern, or a stone pattern of a stone material producing area famous nationwide. As described above, the unit block includes a fixed complex polygonal outer mold (1) whose top, bottom, left, and right are similar, and a pedestal (2 ') and a suspicious stone (3) (3A) in the outer mold (1). (3B) (3
C) (3D) and the inner formwork (2), the stones (3) (3A) (3B) (3C) (3D) and the natural stones on the upper surface of the pedestal (2 ') It is possible to produce a large amount by drawing the shape and pattern of the above and simultaneously molding, and use this unit block for construction work such as revetment. In addition,
It goes without saying that the number of doubt stones can be freely selected.

【0006】図4は単位ブロックを使用して護岸する場
合の平面説明図で、想定した複雑多角形(外型枠)の位
置と衝合手及び連結手並びに前後左右の単位ブロックの
組付け位置の関係を示す平面図である。図5は組付施工
図で図示するように同一形状の単位ブロックでも組付施
工時においては、前後及び左右の単位ブロックの配置を
相対応する疑石が互い違いの配列になるよう配置施工す
る。然るときは、上・下・左・右が相似の複雑多角形を
有する外型枠(1)内に同一配列(配置)の疑石(3)
(3A)(3B)(3C)(3D)が内型枠(2)内に成
形されているから前後及び左右の単位ブロックは前後左
右を逆転して組み付け施工が可能であるから、その縦横
の組み付け方向線(9)(10)は図4に点線で示す直
線状には形成されず複雑なジグザグ線となり、当該組み
付け線上に相対する単位ブロックによって形成される衝
合溝(11)においてもその巾に広狭あり、更にその形
状は単位ブロック一対おきに複雑蛇行の同形状を呈し、
従って疑石(3)(3A)(3B)(3C)(3D)の配列
も単位ブロック一対置きに同様となるから、図5に示す
ように、施工面の疑石(3)(3A)(3B)(3C)
(3D)の配置は不規則状の観を呈し、又縦横の衝合溝
(11)においても溝線や溝巾が不規則状の観を呈して
施工される。勿論施工の際は前後左右の対応する衝合手
(4)はその端面が衝合し、互に支持し合い、連結手
(5)は互に連結して単位ブロックを支持するものであ
る。衝合溝(11)は台座(2′)から突設した衝合手
(5)の衝合と内型枠(2)の輪郭形状によってその巾
と溝形状が形成されるが内型枠(2)の外縁(輪郭)は
台座(2′)の周縁よりはみ出して形成されており、そ
のはみ出し巾(H)の分だけ遊間部(7)が形成され衝
合溝(11)は平面巾よりその分だけ巾広くなってい
る。以上の配置、衝合、連結衝止施工が完了したならば
衝合溝(11)内に土(12)を入れそこに草や小灌木な
どを植えると護岸工事施工個所に近自然が回復する。
[0006] Fig. 4 is a plan view of a revetment using a unit block. The assumed position of the complex polygon (outer form), the abutting hand, the connecting hand, and the assembling positions of the front, rear, left and right unit blocks. It is a top view which shows the relationship of. As shown in the assembly drawing in FIG. 5, even when the unit blocks have the same shape, the front and rear and left and right unit blocks are arranged such that the corresponding suspicious stones are staggered. In that case, suspicious stones (3) with the same arrangement (arrangement) in the outer formwork (1) having similar top, bottom, left, and right polygons
Since (3A) (3B) (3C) (3D) is molded in the inner formwork (2), the front and rear and left and right unit blocks can be assembled by reversing the front, rear, left and right. The assembling direction lines (9) and (10) are not formed in the straight line shape shown by the dotted line in FIG. 4 but become complicated zigzag lines, and even in the abutment groove (11) formed by the unit blocks facing each other on the assembling line. There are wide and narrow widths, and the shape is the same as a complicated meander every other pair of unit blocks.
Therefore, the suspicious stones (3), (3A), (3B), (3C), and (3D) are arranged in the same manner for every pair of unit blocks. Therefore, as shown in FIG. 5, the suspicious stones (3) (3A) ( 3B) (3C)
The arrangement of (3D) has an irregular appearance, and the abutting grooves (11) in the vertical and horizontal directions are also constructed such that the groove lines and the groove width have an irregular appearance. Of course, at the time of construction, the corresponding abutting hands (4) on the front, back, left and right have their end faces abutting and supporting each other, and the connecting hands (5) are connected to each other to support the unit block. The width and groove of the abutment groove (11) are formed by the abutment of the abutment hand (5) protruding from the pedestal (2 ') and the contour shape of the inner formwork (2), but the inner formwork ( The outer edge (outline) of 2) is formed so as to protrude from the peripheral edge of the pedestal (2 '), and the clearance (7) is formed by the width of the protrusion (H), and the abutment groove (11) is wider than the flat width. It is wider by that amount. When the above arrangement, abutment, and connection abutment construction are completed, soil (12) is put in the abutment groove (11) and grass and small shrubs are planted there to restore nature to the revetment construction site. .

【0007】[0007]

【発明の効果】以上説明したように本発明は上下左右が
相似の複雑多角形内に疑石を配置し衝合手の先端面が必
ず前記多角形の辺上に平行して位置するように構成して
あり、このような構造を有する単位ブロックを、施工の
際単位ブロックの施工向きを前後左右互い違いに配置し
衝合と連結によって生ずる縦横の衝合溝が巾も形状も不
揃いの複雑な蛇行状となり、大小疑石の配列も複雑不規
則状を呈するから、該ブロック施工面上を流れる河川の
水流は横衝合溝上を直線的且つスム−スに流れることな
く、流れは蛇行し或は大小の疑石によってスム−スな流
れを遮られ流速が落ち又縦衝合溝方向へ分流が生じ、更
には流速方向の疑石の裏側部分では流れの淀みが生じ、
又当該溝の巾広部では流速が落ちて淀みを生じるなどす
るので衝合溝に植えつけた水生植物は流水の力で流され
るようなことはないし、該溝内の土も流水によって洗い
流されることもない。勿論水面下の縦衝合溝には水生植
物が自然に自生し繁茂することになる。次に水面上の縦
衝合溝と水との関係であるが、大雨によっても降った両
水が衝合溝に集められるようなことはなく、かえって疑
石に支えぎられて横衝合溝に分流するようになる。例え
ば図5(実施例)に示すように縦衝合溝を流れ下る雨水
は最上部の単位ブロックに配置されている疑石(3C)
(3B)と疑石(3B)(3C)とによって形成された
衝合溝を流れ下る際、次の単位ブロックの疑石(3A)
に突き当り流速を減じると共に左右の横衝合溝へ分流
し、一部は次の縦衝合溝へと進むが当該溝では溝巾の広
い部分(15)で流速が衰え淀みが生ずる。又左右に分流
した水流も左右とも溝巾の広い部分で流速が減じ淀み、
更に右に分流した水流は疑石(3A)及びこれと相対す
る疑石(3C)につき当り流速を減じ当該部で淀むこと
となる。同様に左に分流した水流は疑石(3)に当り縦
及び横の衝合溝へ分流し更にそれぞれ溝巾の広い部分
(15)で流速を減じる。このように衝合溝を流れる水
流はそれぞれ複雑に蛇行すると共に溝巾の広狭更には疑
石による水流の妨害により、大量の降水量によっても縦
衝合溝を一気に流れ下ることは皆無であり、横衝合溝も
同情であるので縦横両衝合溝内の土は決して流失するこ
とはない。勿論各衝合溝内には土が入れられていること
前記の通りでその上面は殆ど台座と同高面上にあるから
本発明単位ブロックでの施工面に降った雨は施工面全体
を流下するものと考えられ然もその流下及び流速は疑石
(3)(3A)(3B)(3C)(3D)によって妨害され
るから縦衝合溝は勿論横衝合溝内の土は流失することは
ない。従って植え付けた草木は完全に生育する。草木と
言っても木は大木となるものは勿論避けなければならな
いこと当然で、殆んど小灌木に限られてあろうし、衝合
溝の巾と深さで充分生育可能なものを選択すればよい。
縦横の衝合溝は、本発明の構成に明らかなように疑石周
縁(内型枠周縁)が台座脚部(13)の周縁よりはみ出
して遊間部が形成されており、そのはみ出し分(遊間
部)だけ衝合溝が巾広くなり且つその分だけ土の量も多
く草木の根張り面積と容積が大となっているから草木の
生育を助長する。然も護岸の水面下は流水によって常時
草木の必要とする水分が供給されるし、水面の施工面は
雨水及び地下水の毛管現象によって草木に水分が供給さ
れるから草木枯死の心配はない。又護岸施工面(ブロッ
ク施工面)の水面下及び水面上においての水流や雨水な
どの流れは前記のように一直線でないから縦横衝合溝の
草木植込み土が流失することがないので当該溝巾を従来
のこの種施工目地より相当広く採用しても当該個所から
水流によって台座脚部まで土が流されて護岸用単位ブロ
ックが傾き護岸施工面に亀裂等が入ることもない。更に
ダム等湖沼の護岸に施工した場合は水面から上の疑石が
波消しの作用と効果を有する。縦横の衝合溝に植えられ
た草木は水面下においては魚類や水中に住む生物の良好
な生息場所となるばかりでなく水生植物も自然に生え水
生動物の繁殖をも助長し、水面上においては地上生物の
生息の場を与え又植付けた草木ばかりでなく他の植物も
自然に芽生え成長するから施工面全体にわたって失われ
た自然を回復する効を奏するものである。なお、湖沼等
において施工面が風向き等により特に波消しを重要視し
なければならない場合は波消しを必要とする施工面のみ
衝合溝に砕石を埋め込めば波消しに大きな効を奏する。
又水面上及び水面下における施工面においては疑石によ
って水流が妨害されるから疑石間(台座上面)特に疑石
の根元にゴミや土砂が滞留し緑化條件が整い野草や水生
植物が自然に生えるので自然の回復が速進され従来の全
面コンクリ−トという景観は解消され近自然景観が施工
面に回復される。又疑石や台座の表面に硅砂、白セメン
ト、顔料などを使用して自然石模様を描出した場合は疑
似自然石の集合体と草木の混交した護岸が出現し護岸施
工面全体の影響が素晴らしくなるという効をも奏する。
次に台座に貫通穴(6)を開設しここに土を投入して埋
め込めば貫通穴(6)にも適宜の草木を植えることが可
能であり、そのまま放置しても水中及び陸上において自
然に水生植物や地上植物が適宜生育するし、又当該穴
(6)からの毛管現象による水分の上昇供給は疑石周辺
に生えた植物に水分を与えるし、更に雨水などが滲透す
ることにより衝合溝に生えている植物に水分供給の一助
となるという効をも奏する。又単位ブロックはその構造
上複数の衝合手(4)と連結手(8)とで前後左右の単
位ブロックを衝合及び連結してあるから、従来この種ブ
ロックの施工におけるモルタルによる目地埋めの工事を
実施しなくとも充分にその組み付け力を保持することが
可能であり、この組み付け力は縦・横衝合溝を土で埋め
込むことによって一層強化されている。
As described above, according to the present invention, suspicious stones are arranged in a complex polygon whose top, bottom, left and right are similar, and the tip end face of the abutting hand is always positioned parallel to the side of the polygon. The unit blocks having such a structure are arranged in a staggered manner in the construction direction of the unit blocks during construction, and the vertical and horizontal abutment grooves generated by abutment and connection have a complicated width and shape. Since it becomes a meandering shape and the arrangement of large and small stones also has a complicated irregular shape, the water flow of the river flowing on the block construction surface does not flow linearly and smoothly on the side abutment groove, but the flow meanders or Is blocked by smooth stones of large and small sizes, the flow velocity drops, and shunting occurs in the direction of the longitudinal abutment groove, and stagnation of the flow occurs on the back side of the stones in the flow velocity direction.
Also, since the flow velocity decreases in the wide part of the groove and stagnation occurs, the aquatic plants planted in the abutment groove are not washed away by the force of running water, and the soil in the groove is also washed away by running water. Nothing. Of course, aquatic plants naturally grow and grow in the vertical abutment grooves below the surface of the water. Next, regarding the relationship between the vertical abutment groove on the water surface and water, the two waters that have fallen due to heavy rain are not collected in the abutment groove, but rather are supported by suspicious stones and the horizontal abutment groove. Will be divided into two. For example, as shown in FIG. 5 (embodiment), the rainwater flowing down the vertical abutment groove is placed in the uppermost unit block, which is a stone (3C).
When flowing down the abutment groove formed by (3B) and suspicious stone (3B) (3C), suspicious stone (3A) of the next unit block
At the end, the flow velocity is reduced and the flow is divided into the left and right lateral abutment grooves, and part of the flow proceeds to the next vertical abutment groove, but in the groove, the flow velocity declines in the wide groove portion (15), and stagnation occurs. In addition, the water flow split left and right also stagnates because the flow velocity decreases in the wide groove part on both sides.
Further, the water flow diverted to the right hits the suspicious stone (3A) and the suspicious stone (3C) opposite to this, and the flow velocity is reduced, and the water is stagnated at the relevant portion. Similarly, the water flow split to the left hits the suspicious stone (3) and splits into the vertical and horizontal abutting grooves, and the flow velocity is reduced at the wide groove portions (15). In this way, the water flows flowing through the abutting grooves are complicatedly meandered, and due to the wide and narrow groove width, and the obstruction of the water flow due to suspicious stones, it is impossible to flow down the vertical abutting grooves all at once due to a large amount of precipitation. The horizontal abutment groove is also sympathetic, so the soil in the vertical and horizontal abutment grooves will never be washed away. Of course, each abutment groove contains soil. As mentioned above, the top surface is almost flush with the pedestal, so the rain that fell on the construction surface of the unit block of the present invention flows down the entire construction surface. Although it is thought that it does, the soil in the horizontal abutment groove as well as the vertical abutment groove is washed away because the flow and flow velocity are obstructed by the suspicious stones (3) (3A) (3B) (3C) (3D). There is no such thing. Therefore, the planted plant grows perfectly. Naturally, even if it is called a vegetation, it should be avoided that it is a large tree, and it is almost limited to small shrubs, so select a tree that can grow sufficiently with the width and depth of the abutment groove. Good.
As is apparent from the configuration of the present invention, the vertical and horizontal abutment grooves have a suspicious stone peripheral edge (inner peripheral edge of the inner frame) protruding from the peripheral edge of the pedestal leg portion (13) to form a play gap portion, and the protrusion portion (open gap Part), the abutment groove is wide, and the amount of soil is large correspondingly, and the rooting area and volume of the vegetation are large, which promotes the growth of vegetation. However, water required for plants is always supplied by running water below the water surface of the revetment, and water is supplied to the plants due to the capillarity of rainwater and groundwater on the construction surface of the water surface, so there is no risk of plant death. In addition, since the flow of water and rainwater below and above the revetment construction surface (block construction surface) is not a straight line as described above, vertical and horizontal abutment grooves will not be washed away, so the width of the groove will be reduced. Even if it is adopted considerably wider than the conventional construction joint, the water does not flow into the pedestal leg from the location and the revetment unit block does not tilt and cracks occur on the revetment construction surface. Furthermore, when it is constructed on the revetment of lakes such as dams, the suspected stones above the surface of the water have the action and effect of eliminating the waves. Under the water surface, the plants planted in the vertical and horizontal abutment grooves are not only a good habitat for fish and water-dwelling organisms, but also aquatic plants naturally grow and promote the breeding of aquatic animals. Not only the vegetation planted as a habitat for above-ground organisms but also other plants naturally sprout and grow, so that it is effective in recovering the lost nature over the entire construction surface. In addition, when the construction surface in lakes and marshes requires special attention to the wave cancellation due to the wind direction, etc., embedding crushed stones in the abutment groove only on the construction surface that requires the wave cancellation is very effective.
In addition, on the construction surface above and below the water surface, water flow is obstructed by suspicious stones, so suspicious stones (upper surface of the pedestal), especially dust and sediment accumulated at the roots of suspicious stones, and vegetation conditions are set up. As it grows, the restoration of nature is accelerated, the conventional landscape of full concrete is eliminated, and the near natural landscape is restored to the construction surface. When natural stone patterns are drawn on the surface of suspected stones and pedestals using silica sand, white cement, pigments, etc., a revetment with a mixture of pseudo-natural stones and vegetation appears and the effect of the entire revetment construction surface is great. It also has the effect of becoming.
Next, if a through hole (6) is opened in the pedestal and soil is inserted and embedded in it, it is possible to plant appropriate vegetation in the through hole (6). Aquatic plants and above-ground plants grow properly, and the increased supply of water from the hole (6) due to capillarity hydrates the plants that grow around the suspicious stone. It also has the effect of helping water supply to the plants growing in the ditch. Further, since the unit block has a plurality of abutting hands (4) and a connecting hand (8) for abutting and connecting the unit blocks on the front, rear, left and right due to its structure, it is conventionally necessary to fill the joints with mortar in the construction of this type of block. It is possible to maintain the assembly force sufficiently without carrying out the construction, and this assembly force is further enhanced by embedding the vertical and horizontal abutment grooves with soil.

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

【図1】外型枠内に内型枠を配した状態を示す平面説明
図。
FIG. 1 is an explanatory plan view showing a state in which an inner mold is arranged inside an outer mold.

【図2】図1におけるA−A線部断面説明図。2 is a cross-sectional explanatory view taken along the line AA in FIG.

【図3】単位ブロックの平面説明図。FIG. 3 is an explanatory plan view of a unit block.

【図4】単位ブロックを使用して護岸施工する場合の平
面説明図で、想定した前後左右が相似である複雑多角形
(外型枠形状)の位置と衝合手及び連結手並びに前後左
右の単位ブロックの組付け位置関係を示す平面説明図。
[Fig. 4] Fig. 4 is an explanatory plan view when constructing a revetment using a unit block, showing the position of a complex polygon (outer formwork shape) that is similar to the assumed front, back, left, and right FIG. 3 is an explanatory plan view showing an assembly positional relationship of unit blocks.

【図5】単位ブロックを組付け施工した状態を示す平面
説明図。
FIG. 5 is an explanatory plan view showing a state in which unit blocks are assembled and installed.

【符号の説明】[Explanation of symbols]

1 外型枠 2 内型枠 2′ 台座 3 疑石 3A 疑石 3B 疑石 3C 疑石 3D 疑石 4 衝合手 5 連結手 6 貫通穴 7 遊間部 8 疑石表面の自然石形状 9 縦方向組付方向線 10 横方向組付方向線 11 縦横の衝合溝 H 内型枠外縁のはみ出し巾で台座上面部が台座脚から
はみ出した部分の巾である。 12 土 13 台座脚部 14 草、小灌木 15 衝合溝の溝巾の広い部分
1 Outer form 2 Inner form 2'Pedestal 3 Suspicious stone 3A Suspicious stone 3B Suspicious stone 3C Suspicious stone 3D Suspicious stone 4 Abutting hand 5 Connecting hand 6 Through hole 7 Spare part 8 Natural stone surface 9 Suspicious stone shape 9 Vertical direction Assembly direction line 10 Lateral direction Assembly direction line 11 Vertical and horizontal abutment grooves H It is the width of the protrusion of the outer edge of the inner formwork and the width of the part where the upper surface of the pedestal protrudes from the pedestal leg. 12 soil 13 pedestal leg 14 grass, small shrub 15 wide part of the abutment groove

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 互に連続組付け施工可能な多角形からな
る護岸等に使用するコンクリ−ト製ブロックにおいて、
一単位のコンクリ−ト製ブロック全体を、想定した特定
の上下左右が相似である複雑多角の幾何学図形区画内に
台座と台座上に一体として形成した疑石とによって配置
構成し、連続組付施工の際隣接する単位ブロックと衝合
して互に衝合支持する複数の衝合手の先端が前記複雑多
角の幾何学図形の対応する辺上にそれぞれ位置するよう
台座から突出して設けると共に、台座周縁適宜個所には
隣接するコンクリ−ト製ブロックとの衝止連結用の連結
手をそれぞれ対応する位置に設け、更に疑石周縁及び一
部台座上部周縁は台座脚部周縁より適宜巾はみ出し当該
はみ出し下部は遊間部として構成し、連結組付け施工し
た際隣接する各ブロックとの間には複雑蛇行状で広狭一
定しない衝合溝を形成して施工され得るよう構成してな
ることを特徴とする護岸等に使用するコンクリ−ト製ブ
ロック。
1. A concrete block used for a seawall, etc., which is composed of polygons and can be continuously assembled with each other.
The whole block made of concrete of one unit is arranged and constructed by a pedestal and a suspicious stone integrally formed on the pedestal in a geometric polygonal section of a complex polygon whose specific upper, lower, left and right are similar, and is assembled continuously. In the construction, the tips of a plurality of abutting hands that abut against each other and support each other by adjoining unit blocks are provided so as to project from the pedestal so that they are respectively located on the corresponding sides of the geometric figure of the complex polygon, Providing a connecting hand for impulsive connection with an adjacent concrete block at an appropriate position on the peripheral edge of the pedestal, the peripheral edge of the phantom stone and a part of the upper peripheral edge of the pedestal are appropriately protruded from the peripheral edge of the pedestal leg. The protruding lower part is configured as a play part, and when connecting and assembling, it is configured so that it can be constructed by forming a complicated meandering abutting groove that is not wide and narrow and is not constant between adjacent blocks. You Door made of blocks - concrete to be used for shore protection, and the like.
【請求項2】 台座の表面部にして疑石間隙部に適宜広
さの貫通穴を設けてなる前記請求項記載の護岸等に使用
するブロック。
2. A block used for a revetment or the like according to claim 1, wherein a through hole having an appropriate width is provided in the suspicious stone gap portion as a surface portion of the pedestal.
【請求項3】 台座の表面及び疑石表面を、硅砂、白セ
メント、顔料等着色剤で疑似天然石模様を描出してなる
前記請求項1又は2記載の護岸等に使用するコンクリ−
ト製ブロック。
3. A concrete used for a revetment or the like according to claim 1 or 2, wherein the surface of the pedestal and the surface of the suspicious stone are drawn with a pseudo-natural stone pattern with a coloring agent such as silica sand, white cement, and a pigment.
Block made of G.
【請求項4】 衝合手の先端部が適宜の広さを有する平
面又は、隣接する単位ブロックの衝合手と咬合或は嵌合
等互に支持力強化可能な形状を有することを特徴とする
前記請求項1又は2又は3記載の護岸等に使用するコン
クリ−ト製ブロック。
4. The tip of the abutting hand has a flat surface having an appropriate width or a shape capable of strengthening the supporting force such as biting or fitting with the abutting hand of an adjacent unit block. A concrete block used for the seawall according to claim 1 or 2 or 3.
JP5163344A 1993-06-08 1993-06-08 Concrete block used for seawall protection Expired - Fee Related JP2557788B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5163344A JP2557788B2 (en) 1993-06-08 1993-06-08 Concrete block used for seawall protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5163344A JP2557788B2 (en) 1993-06-08 1993-06-08 Concrete block used for seawall protection

Publications (2)

Publication Number Publication Date
JPH06346421A true JPH06346421A (en) 1994-12-20
JP2557788B2 JP2557788B2 (en) 1996-11-27

Family

ID=15772097

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5163344A Expired - Fee Related JP2557788B2 (en) 1993-06-08 1993-06-08 Concrete block used for seawall protection

Country Status (1)

Country Link
JP (1) JP2557788B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100424941B1 (en) * 2001-06-14 2004-03-30 박용운 Construction method of concrete block
WO2008140244A1 (en) * 2007-05-16 2008-11-20 Jung Whan Song Constructing apparatus of building wall and the constructing method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100424941B1 (en) * 2001-06-14 2004-03-30 박용운 Construction method of concrete block
WO2008140244A1 (en) * 2007-05-16 2008-11-20 Jung Whan Song Constructing apparatus of building wall and the constructing method
KR100903188B1 (en) * 2007-05-16 2009-06-17 송정환 Constructing apparatus of building wall and the constructing method

Also Published As

Publication number Publication date
JP2557788B2 (en) 1996-11-27

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