JPH0733652B2 - Revetment method - Google Patents
Revetment methodInfo
- Publication number
- JPH0733652B2 JPH0733652B2 JP1332574A JP33257489A JPH0733652B2 JP H0733652 B2 JPH0733652 B2 JP H0733652B2 JP 1332574 A JP1332574 A JP 1332574A JP 33257489 A JP33257489 A JP 33257489A JP H0733652 B2 JPH0733652 B2 JP H0733652B2
- Authority
- JP
- Japan
- Prior art keywords
- revetment
- concrete
- block
- soil
- natural stone
- 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.)
- Expired - Fee Related
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は護岸工法に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Use) The present invention relates to a seawall construction method.
(従来の技術) 従来の護岸工法は、コンクリート製法枠に囲繞された法
面に、土または種子を混入した土を充填して、法面を植
生していた。(Prior Art) In the conventional seawall construction method, the slope surrounded by the concrete manufacturing frame is filled with soil or soil mixed with seeds to veget the slope.
(発明が解決しようとする課題) 前記従来の工法によれば、植生間の空隙にコンクリート
面が露出し、違和感を生じ、景観を損ない、人工的で自
然の護岸の味わいがない。(Problems to be Solved by the Invention) According to the above-mentioned conventional construction method, the concrete surface is exposed in the voids between the vegetation, causing a sense of discomfort, spoiling the landscape, and having no artificial and natural revetment taste.
またコンクリートの粗度が小さいので、コンクリート面
を水が急速に流れ、土に衝突することによって土砂が流
失し易い。Further, since the roughness of the concrete is small, water rapidly flows on the concrete surface and collides with the soil, so that the sand is easily washed away.
更に転石等によってコンクリートの摩耗、破損が生起す
る。Further, the rocks cause the abrasion and damage of the concrete.
更にまたコンクリートは日照による熱の伝導率が高く、
法枠内の土が乾燥し、温度上昇によって植物枯死する等
の悪影響があった。Furthermore, concrete has high heat conductivity due to sunlight,
The soil within the legal framework was dried, and there was an adverse effect such as plant death due to temperature rise.
本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、簡単な構成で自然の景
観を損なうことがなく、自然に近く、しかも強固な護岸
を構築できる護岸工法を提供する点にある。The present invention has been proposed in view of the problems of the above-mentioned prior art, and the object thereof is to construct a strong revetment close to nature without damaging the natural landscape with a simple configuration. The point is to provide the revetment method.
(課題を解決するための手段) 前記の目的を達成するため、本発明に係る護岸工法は、
方形状の枠体コンクリートブロックの各枠片の上端部
に、土壌崩壊防止兼用自然石をコンクリート面より突出
するように一体成形され外周面に間隔保持用突起が突設
された護岸ブロックを法面に縦横に敷設し、前記自然石
の上端部まで土、または種子を混入した土を充填して護
岸を構築し、同護岸の表面を修景するように構成されて
いる。(Means for Solving the Problem) In order to achieve the above object, the seawall construction method according to the present invention is
At the upper end of each frame of the rectangular frame concrete block, a seawall block with a natural stone for soil collapse prevention that is integrally molded so as to project from the concrete surface, and a projection for maintaining spacing is provided on the outer peripheral surface Is laid vertically and horizontally, and soil or soil mixed with seeds is filled up to the upper end of the natural stone to construct a revetment, and the surface of the revetment is landscaped.
(作用) 本発明によれば前記したように、方形状の枠体コンクリ
ートブロックの各枠片上端部に、自然石をコンクリート
面より突出するように一体成形して護岸ブロックを構成
し、同護岸ブロックを法面に縦横に敷設し、同各護岸ブ
ロックの主体を構成する方形状の枠体コンクリート内
に、同枠体の上面より突設された自然石の上端部まで
土、または種子を混入した土を充填して、護岸の表面を
植生することによって、表面が植物と自然石とだけで覆
われた自然護岸を構築することができる。(Operation) According to the present invention, as described above, a natural stone is integrally formed on the upper end of each frame piece of the rectangular frame concrete block so as to project from the concrete surface to form a seawall block. The blocks are laid vertically and horizontally on the slope, and the soil or seeds are mixed into the rectangular frame concrete that constitutes the main body of each revetment block, up to the upper end of the natural stone protruding from the upper surface of the frame. A natural revetment whose surface is covered only with plants and natural stones can be constructed by filling the soil with vegetation and vegetating the surface of the revetment.
また護岸表面に配設された前記護岸ブロック上端面の自
然石は、表面粗度がコンクリートよりも大きいので、ブ
ロック周辺の土の洗堀が少なく、ブロック内の土の流失
が少ない。Further, since the natural stone on the upper end surface of the revetment block arranged on the revetment surface has a surface roughness larger than that of concrete, less soil is scoured around the block and less soil is washed away.
更に護岸表面に出ている自然石はコンクリートに比べ
て、日照による熱の伝導率が低く、植物に対する悪影響
が防止され、植物が繁茂し易く、土の表面を早く覆うの
で土の吸出しを抑止することができる。Furthermore, natural stones on the revetment surface have lower heat conductivity due to sunshine than concrete, prevent adverse effects on plants, plants easily grow, and prevent soil from sucking out because it covers the soil surface quickly. be able to.
更にまた護岸表面が自然石で覆われているので、転石等
による摩耗に強く、耐久性が大である。Furthermore, since the surface of the revetment is covered with natural stone, it is highly resistant to abrasion due to boulders and has great durability.
また本発明によれば、前記枠体コンクリートブロックの
外周面に間隔保持用突起が突設されているので、前記ブ
ロックを法面に縦横に敷設した場合、相隣る枠体コンク
リートブロック間に目地部が形成されるので、同目地部
にモルタルを注入することによって、前記枠体コンクリ
ートブロックが一体的に結合される。Further, according to the present invention, since the projections for maintaining the distance are provided on the outer peripheral surface of the concrete frame block, when the block is laid vertically and horizontally on the slope, joints are formed between the adjacent concrete frame blocks. Since the portion is formed, the frame concrete block is integrally joined by injecting mortar into the joint portion.
(実施例) 以下本発明を図示の実施例について説明する。(Examples) The present invention will be described below with reference to illustrated examples.
(A)は護岸ブロックで、方形状の枠体コンクリート
(1)の各枠片の上端部に、自然然石(2)をコンクリ
ート面より突出するように一体成形して構成されてい
る。(A) is a revetment block, which is formed by integrally molding natural stone (2) on the upper end of each frame piece of rectangular frame concrete (1) so as to project from the concrete surface.
図中(3)は前記枠体コンクリート(1)の外周面に突
設された間隔保持用突起で、前記護岸ブロック(A)を
敷設した際、相隣る同ブロック(A)間に目地部を形成
するようにしたものである。In the figure, (3) is a space-holding projection protruding from the outer peripheral surface of the frame concrete (1), and when the revetment block (A) is laid, a joint portion is provided between adjacent blocks (A). Are formed.
而して前記護岸ブロック(A)を護岸法面に縦横に敷設
し、相隣る同護岸ブロック(A)間に前記間隔保持用突
起(3)を介して形成された目地部にモルタル(4)を
注入して、前記各ブロック(A)を一体的に結合する。
次いで同各ブロック(A)における枠体コンクリート
(1)内に、前記自然石(2)の上端部まで土、または
種子を混入した土(5)を充填して護岸を構築し、同護
岸の表面を植物(B)で被覆する。Thus, the revetment block (A) is laid longitudinally and laterally on the revetment slope, and the mortar (4) is formed on the joint formed between the adjacent revetment blocks (A) via the gap maintaining projections (3). ) Is injected to join the blocks (A) together.
Then, in the concrete frame (1) in each block (A), soil or soil (5) mixed with seeds is filled up to the upper end of the natural stone (2) to construct a revetment. The surface is covered with plant (B).
なお前記構築ブロック(A)の下面には織布または不織
布(6)を敷設して、護岸の吸い出しを防止する。A woven or non-woven fabric (6) is laid on the lower surface of the building block (A) to prevent the revetment from being sucked out.
また平水位以下の部分には常に流れが生じているので、
同部分には前記護岸ブロック(A)と同一の外郭形状、
寸法を有する方形のコンクリートブロック(7)の表面
に、自然石(8)が一体成型された護岸ブロック
(A′)を敷設し、前記護岸ブロック(A)と連続性を
持たせ、護岸としての弱点が形成されることのないよう
にし、水平位以上に位置する通常、護岸としてみえる部
分については枠体コンクリートブロック(1)の上面に
自然石(2)を一体成型した前記護岸ブロック(A)よ
り構成し、同ブロック(A)内に、自然石(2)の上端
部まで前記土(5)を充填し、護岸前面を自然石と植物
とで覆って、コンクリートを表面に露出させないように
して、美しい自然護岸を構成するものである。Also, because there is always a flow below the normal water level,
In the same part, the same outer shape as the revetment block (A),
On the surface of a rectangular concrete block (7) having dimensions, a revetment block (A ') in which natural stone (8) is integrally molded is laid, and is made continuous with the revetment block (A) to provide a revetment. The above-mentioned revetment block (A) in which natural stones (2) are integrally molded on the upper surface of the frame concrete block (1) for the part that seems to be a revetment that is located above the horizontal position so that no weak points are formed The block (A) is filled with the soil (5) up to the upper end of the natural stone (2), and the front of the revetment is covered with natural stone and plants to prevent the concrete from being exposed on the surface. It constitutes a beautiful natural revetment.
(発明の効果) 本発明によれば前記したように、方形状の枠体コンクリ
ートブロックの各枠片の上端部に、自然石をコンクリー
ト面より突出するように一体成形した護岸ブロックを使
用し、同ブロックを法面を縦横に敷設し、前記自然石の
上端部まで土、または種子を混入した土を充填すること
によって、表面が自然石と植物とによって覆われコンク
リート部が露呈することのない自然に近い状態に修景さ
れた生態系にもよい環境となる護岸を構成することがで
きる。(Effect of the invention) According to the present invention, as described above, at the upper end of each frame piece of the rectangular frame concrete block, using a seawall block integrally molded to project natural stone from the concrete surface, By laying the block in the vertical and horizontal directions and filling the soil to the upper end of the natural stone or soil mixed with seeds, the surface is covered with natural stone and plants so that the concrete part is not exposed It is possible to construct a revetment that provides a good environment for an ecosystem that has been reconstructed in a state close to nature.
このように本発明の方法によって構築された護岸を構成
するコンクリートブロックは方形状の枠体であるので、
流水に対する安定性を有するとともに、表面の洗堀、部
分的崩壊が防止され、更に内部揚力が軽減され、護岸の
安定性が向上される。Since the concrete block constituting the revetment constructed by the method of the present invention is a rectangular frame,
It has stability against running water, prevents scouring and partial collapse of the surface, reduces internal lift, and improves the stability of revetments.
また本発明の方法によって構築された護岸は、表面に自
然石が配置されているので、表面粗度がコンクリートよ
りも大で、周辺の土の洗堀を少なくし、内部の土の流失
が少ない。In addition, the seawall constructed by the method of the present invention has natural stones arranged on the surface, so that the surface roughness is larger than that of concrete, the scouring of the surrounding soil is reduced, and the loss of the internal soil is small. .
更に護岸表面に出ている自然石はコンクリートに比べ
て、日照による熱の伝導率が低いので、植物に対する悪
影響が少なく、植物が繁茂しやすく、土の表面を早く植
物が覆うので、土の吸い出しを抑制しうるものであり、
また表面がコンクリートより強度の大きい自然石で覆わ
れていることによって、転石等による摩耗に強く、耐久
性が大である。Furthermore, the natural stones on the surface of the revetment have lower heat conductivity due to sunlight compared to concrete, so there is little adverse effect on the plants, the plants easily grow, and the plants cover the surface of the soil quickly, so the soil is sucked out. Can be suppressed,
In addition, since the surface is covered with natural stone, which has a higher strength than concrete, it is highly resistant to abrasion due to rolling stones and has a high durability.
また本発明によれば前記枠体コンクリートブロックの外
周面に間隔保持用突起が突設されているので、前記ブロ
ックを法面に縦横に付設した場合、相隣る枠体コンクリ
ートブロック間に目地部が形成され、同目地部にモルタ
ルを注入することによって前記各枠体コンクリートブロ
ックが一体に結合される。Further, according to the present invention, since the projections for spacing are projected on the outer peripheral surface of the frame concrete block, when the blocks are vertically and horizontally attached to the slope, joints are provided between the adjacent frame concrete blocks. Is formed, and the frame concrete blocks are integrally joined by injecting mortar into the joints.
更に本発明によれば護岸構成部材がプレキャスト化され
ているので、施工が簡単で、工費が節減されるものであ
る。Further, according to the present invention, the revetment constituent member is precast, so that the construction is simple and the construction cost is reduced.
第1図は本発明に係る護岸工法によって構築された護岸
の縦断面図、第2図は護岸ブロックの斜視図、第3図は
同護岸ブロックの敷設状態を示す斜視図である。 (A)(A′)……護岸ブロック、(B)……植物、
(1)……枠体コンクリート、(2)……自然石、
(3)……間隔保持用突起、(5)……土または種子を
混入した土、(7)……コンクリートブロック、(8)
……自然石。FIG. 1 is a longitudinal sectional view of a seawall constructed by the seawall construction method according to the present invention, FIG. 2 is a perspective view of the seawall block, and FIG. 3 is a perspective view showing a laid state of the seawall block. (A) (A ') …… Revetment block, (B) …… Plant,
(1) …… Frame concrete, (2) …… Natural stone,
(3) ... protrusions for maintaining spacing, (5) ... soil mixed with soil or seeds, (7) ... concrete block, (8)
...... Natural stone.
Claims (1)
片の上端部に、土壌崩壊防止兼用自然石をコンクリート
面より突出するように一体成形され外周面に間隔保持用
突起が突設された護岸ブロックを法面に縦横に敷設し、
前記自然石の上端部まで土、または種子を混入した土を
充填して護岸を構築し、同護岸の表面を修景することを
特徴とする護岸工法。1. A quadrangular frame concrete block is integrally molded at the upper end of each frame piece so as to prevent soil collapse and has a natural stone projecting from the concrete surface, and an outer peripheral surface is provided with a projection for maintaining a gap. Lay the revetment block vertically and horizontally on the slope,
A revetment construction method characterized by constructing a revetment by filling soil or soil mixed with seeds up to the upper end of the natural stone, and observing the surface of the revetment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1332574A JPH0733652B2 (en) | 1989-12-25 | 1989-12-25 | Revetment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1332574A JPH0733652B2 (en) | 1989-12-25 | 1989-12-25 | Revetment method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03194011A JPH03194011A (en) | 1991-08-23 |
| JPH0733652B2 true JPH0733652B2 (en) | 1995-04-12 |
Family
ID=18256445
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1332574A Expired - Fee Related JPH0733652B2 (en) | 1989-12-25 | 1989-12-25 | Revetment method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0733652B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0750409Y2 (en) * | 1993-03-30 | 1995-11-15 | 共和コンクリート工業株式会社 | Vegetation slope |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0611980B2 (en) * | 1987-09-24 | 1994-02-16 | 株式会社大林組 | Construction method of revetment using natural stone |
-
1989
- 1989-12-25 JP JP1332574A patent/JPH0733652B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03194011A (en) | 1991-08-23 |
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