JPH074541U - Soil cover slope block - Google Patents

Soil cover slope block

Info

Publication number
JPH074541U
JPH074541U JP3403393U JP3403393U JPH074541U JP H074541 U JPH074541 U JP H074541U JP 3403393 U JP3403393 U JP 3403393U JP 3403393 U JP3403393 U JP 3403393U JP H074541 U JPH074541 U JP H074541U
Authority
JP
Japan
Prior art keywords
soil
block
slope block
covered
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.)
Granted
Application number
JP3403393U
Other languages
Japanese (ja)
Other versions
JP2600580Y2 (en
Inventor
典行 星田
Original Assignee
ミルコン工業株式会社
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 ミルコン工業株式会社 filed Critical ミルコン工業株式会社
Priority to JP1993034033U priority Critical patent/JP2600580Y2/en
Publication of JPH074541U publication Critical patent/JPH074541U/en
Application granted granted Critical
Publication of JP2600580Y2 publication Critical patent/JP2600580Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

(57)【要約】 (修正有) 【目的】 法面の保護にあたり、環境との調和と施工コ
ストの低減を両立する。 【構成】 ブロックベース11上に、平面形状十字形の
覆土保持壁12を立設して、法面ブロックを作る。 【効果】 ブロックを並べたときに、隣合う4つのブロ
ックの覆土保持壁によって小空間が形成され、この空間
に土を被せて芝などが育成できる。また、この法面ブロ
ックは、土を被せるために筒形に作ったブロックよりも
型抜きがし易く、製造コストを抑えることができる。
(57) [Summary] (Modified) [Purpose] To protect slopes, achieve both harmony with the environment and reduction of construction costs. [Structure] A cross-shaped earth retaining wall 12 having a cruciform shape is erected on a block base 11 to form a slope block. [Effect] When the blocks are arranged, a small space is formed by the soil-holding walls of the four adjacent blocks, and the space can be covered with soil to grow grass and the like. In addition, this slope block is easier to remove from the die than a cylindrical block for covering with soil, and the manufacturing cost can be suppressed.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、土を被せて草を植え、自然と融和した景観を削出する法面ブロック に関するもので、堤防や公園の段差などで法面を保護するときに利用できる。 The present invention relates to a slope block that covers the soil and plants grass to cut out a landscape that blends in with nature, and can be used when protecting the slope on a dike or a step in a park.

【0002】[0002]

【従来の技術】[Prior art]

切り通しの山の斜面や大きな河川などの堤防は、雨水などで土が柔らかくなっ たりしないよう、防水性素材で覆われて保護されることが多い。ところが、防水 性素材で覆ったときには、そこに草木が成育できなくなるという問題がある。特 に、防水性素材としてコンクリートを用いて法面保護を行ったときには、堤防一 面のコンクリートグレー色が、周囲の景観とアンバランスな上、やや無機的で温 かみに欠け、一種の疎外感までもたらすとして問題視されるようになった。 Cut-off mountain slopes and large river dikes are often covered with waterproof materials to protect the soil from softening due to rainwater. However, when covered with a waterproof material, there is a problem that plants cannot grow there. In particular, when concrete is used as a waterproof material for slope protection, the gray color of the concrete on the embankment is unbalanced with the surrounding landscape, and it is somewhat inorganic and lacks warmth, creating a sense of alienation. It came to be regarded as a problem as it brought up.

【0003】 このため、最近では、一旦コンクリートなどで法面を覆った上に土を被せ、こ こに草木を植生することも行われるようになった。しかし、傾斜のある法面など では、被せた土が雨などで流されてしまう。そこで、浅い有底角筒状のコンクリ ートブロックを用意し、これを法面に敷き詰めると共に上から土を被せ、ブロッ クの筒壁によって土を保持させるという手法が採られた。けれども、このような 有底角筒形のコンクリートブロックは、土木用のコンクリート製品としては異例 に成形しにくい上、底面の全周囲にコンクリート壁を持つために、その重さがと きに数百kgにも達して、施工に難渋するという欠点があったのである。For this reason, recently, it has also been practiced to cover the slope with concrete or the like, cover it with soil, and then vegetate it with vegetation. However, on sloped slopes, the covered soil will be washed away by rain. Therefore, a method was adopted in which a concrete block with a shallow bottomed square tube was prepared, and this was spread over the slope, covered with soil from above, and held by the cylinder wall of the block. However, such a bottomed square tubular concrete block is unusually difficult to form as a concrete product for civil engineering, and since it has a concrete wall all around the bottom, its weight is only several hundreds. It had the drawback of reaching kg and making construction difficult.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

そこで、本考案においては、被せた土を保持する機能を持ちながらも、製造も 施工も難しくないようなブロックを実現することを、技術的課題とする。 Therefore, in the present invention, it is a technical subject to realize a block that has a function of holding covered soil, but is not difficult to manufacture or construct.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

しかして、上記課題解決のために本考案において採用した手段は、「方形のブ ロックベース上に、平面形状が十字形の覆土保持壁を一体に立設する」というも のである。このようなブロックを、互いの辺を合せて敷き詰めていけば、互いの 角を接し合う4つのブロックの覆土保持壁が、ほぼ角筒形の壁をなして、被せた 土を保持する。また、このようなブロックは、四方以上を囲まれた凹部がないの で、有底筒形状などに比べて遙かに型抜きしやすく、製造容易である。更に、被 せた土を保持するための壁が、ブロック1つ当り、有底筒形の半分で良く、従来 品より軽量でもある。 Therefore, the means adopted in the present invention to solve the above-mentioned problem is that "the earth-covering retaining wall having a cruciform planar shape is integrally erected on a rectangular block base". If such blocks are spread with their sides aligned, the soil-holding walls of the four blocks, whose corners are in contact with each other, form a substantially rectangular tube-shaped wall to hold the covered soil. Further, since such a block does not have a concave portion that surrounds at least four sides, it is much easier to die-cut and is easier to manufacture than a bottomed tubular shape. Furthermore, the wall for holding the soil covered can be half the shape of a bottomed cylinder per block, and it is also lighter than conventional products.

【0006】[0006]

【実施例】【Example】

以下、本考案を実施例に基づいて説明する。 Hereinafter, the present invention will be described based on embodiments.

【0007】 所定の型枠に、セメントペーストを骨材と共に打設して固化させ、ブロック1 を得る。このブロック1は、一部面取りされた正方形薄板状のブロックベース11 と、このブロックベース11の上面に屹立される覆土保持壁12と、ブロックベース 11の4端面に突出される排水溝形成突起13・13・…とから構成される。この内、 覆土保持壁12は、上から見下ろすと、正方形のブロックベースの中心から4つの 辺へ垂線を下ろしたような十字形状をしており、同形状のブロック1・1・…を 多数並べて施工したときに、4つのブロックの覆土保持壁12・12・…で四方を囲 んだ空間が生じる。そして、この空間に土を保持させ、芝や他の草木を植生する ことができる。また、排水溝形成突起13・13・…は、2つずつ組になって並ぶ縦 長の柱のような突起で、同形状のブロック1・1・…を多数並べて施工するとき に、隣合うブロック1・1の排水溝形成突起13・13・…同士が突き合って、両ブ ロック間に隙間を生じる。この隙間の、組になった排水溝形成突起間を除いた部 分にセメントを打設することによって、ブロック1・1・…を固定する。セメン トを打設しなかった排水溝形成突起間は排水用で、狭いために大量の水は排水し 得ず、堤防などを軟弱化する程の排水はしない。このようなブロック1において は、覆土保持壁12の平面的な長さはブロックベース周囲の約半分で済み、ブロッ クベースの大きさや壁の高さ、コンクリートの厚みといった条件が同じならば、 従来の有底角筒状の同用途ブロックよりも、軽量化できることとなる。このため 、従来品より、施工が容易となる。The block 1 is obtained by pouring cement paste together with aggregate into a predetermined mold and solidifying. This block 1 includes a block base 11 in the shape of a square thin plate, which is partially chamfered, a soil cover holding wall 12 standing upright on the upper surface of the block base 11, and drainage groove forming projections 13 protruding from the four end surfaces of the block base 11.・ 13 ... Of these, the soil cover holding wall 12 has a cross shape that looks down from above from the center of a square block base with four perpendicular lines, and a large number of blocks 1, 1, ... When constructed, a space is created that is surrounded on all sides by the soil retaining walls 12, 12, ... Of the four blocks. Then, the soil can be retained in this space, and grass and other plants can be planted. Further, the drainage groove forming projections 13, 13 ... Are projections like vertically long columns arranged in pairs, and are adjacent to each other when a large number of blocks having the same shape are constructed side by side. The drainage groove forming projections 13, 13 ... of the block 1.1 abut against each other to form a gap between both blocks. The blocks 1, 1, ... Are fixed by placing cement in a portion of this gap excluding the pair of drainage groove forming projections. The drainage ditch forming projections without cementing are for drainage. Since it is narrow, a large amount of water cannot be drained, and drainage is not performed to the extent that it weakens levees. In such a block 1, the planar length of the soil cover retaining wall 12 is about half of the circumference of the block base, and if the conditions such as block base size, wall height, and concrete thickness are the same, the conventional It is possible to reduce the weight of the block having the same shape as the bottomed rectangular tube. Therefore, construction is easier than conventional products.

【0008】 なお、土は流体ではないので、土を保持させる空間が閉じたものである必要は 全くなく、4つのブロックの覆土保持壁の間に隙間があっても充分に用を足す。 上記の実施例においても、覆土保持壁の間には、隙間が生じる。Since the soil is not a fluid, it is not necessary that the space for holding the soil be closed at all, and even if there is a gap between the soil retaining walls of the four blocks, the soil can be sufficiently used. Also in the above embodiment, a gap is formed between the soil cover holding walls.

【0009】[0009]

【考案の効果】[Effect of device]

以上のように、本考案のブロックは、十字形の覆土保持壁を採用したことによ って、従来の同用途品よりも製造や施工を容易にすることができた。よって、本 考案のブロックは、産業上の利用価値がある。 As described above, since the block of the present invention employs the cross-shaped soil retaining wall, it can be manufactured and constructed more easily than the conventional products for the same purpose. Therefore, the block of the present invention has industrial utility value.

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

【図1】実施例の斜視図である。FIG. 1 is a perspective view of an embodiment.

【図2】実施例の簡略的使用状態説明図である。FIG. 2 is a schematic illustration of a usage state of the embodiment.

【符号の説明】[Explanation of symbols]

11 ブロックベース 12 覆土保持壁 13 排水溝形成突起 11 Block base 12 Soil retaining wall 13 Drain groove forming protrusion

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 方形のブロックベース上に、平面形状が
十字形の覆土保持壁が一体に立設されていることを特徴
とする覆土法面ブロック。
1. A soil-covered slope block in which a soil-covered retaining wall having a cross shape in a plan view is integrally erected on a rectangular block base.
【請求項2】 ブロックベースの側面に、排水溝形成突
起が一体に突設されていることを特徴とする請求項1記
載の覆土法面ブロック。
2. The soil covering slope block according to claim 1, wherein a drainage groove forming projection is integrally provided on a side surface of the block base.
JP1993034033U 1993-06-23 1993-06-23 Earth covering slope block and earth covering slope block structure Expired - Lifetime JP2600580Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993034033U JP2600580Y2 (en) 1993-06-23 1993-06-23 Earth covering slope block and earth covering slope block structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993034033U JP2600580Y2 (en) 1993-06-23 1993-06-23 Earth covering slope block and earth covering slope block structure

Publications (2)

Publication Number Publication Date
JPH074541U true JPH074541U (en) 1995-01-24
JP2600580Y2 JP2600580Y2 (en) 1999-10-12

Family

ID=12403034

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993034033U Expired - Lifetime JP2600580Y2 (en) 1993-06-23 1993-06-23 Earth covering slope block and earth covering slope block structure

Country Status (1)

Country Link
JP (1) JP2600580Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020061312A (en) * 2001-01-16 2002-07-24 양종원 Shore protection block

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020061312A (en) * 2001-01-16 2002-07-24 양종원 Shore protection block

Also Published As

Publication number Publication date
JP2600580Y2 (en) 1999-10-12

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