JP3032540U - Combination of environmental blocks for waterways - Google Patents
Combination of environmental blocks for waterwaysInfo
- Publication number
- JP3032540U JP3032540U JP1996006457U JP645796U JP3032540U JP 3032540 U JP3032540 U JP 3032540U JP 1996006457 U JP1996006457 U JP 1996006457U JP 645796 U JP645796 U JP 645796U JP 3032540 U JP3032540 U JP 3032540U
- Authority
- JP
- Japan
- Prior art keywords
- triangular
- combination
- front wall
- main body
- body block
- 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 - Lifetime
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Landscapes
- Artificial Fish Reefs (AREA)
- Revetment (AREA)
Abstract
(57)【要約】
【課題】 強度性、施工安定性の高い且つ施工の容易
な、そして製作的にも容易な水路用環境ブロックの組合
わせを提供する。
【解決手段】 水平底版1aの前端に正面壁1bを鋭角
状に立設し且つその挟角部の両側端に前記正面壁1bと
対向傾斜する三角状袖壁1c、1cを梁設した一体形成
の本体ブロック1と、前記両側の三角状袖壁1c、1c
間に形成される三角空間Sを覆う被せ蓋ブロック2とか
ら成り、前記本体ブロック1の正面壁1bの下部には前
記三角空間Sに貫通する連通孔1dを配設するとともに
上部には排水孔1eを配設し、前記三角状袖壁1cには
水流連通孔1fを設け、水路方向にそれらの組合わせを
連設することにより、水流と三角空間S及び三角空間S
同士を連通するようにした魚巣環境を形成する水路用環
境ブロックの組合わせである。
(57) [Abstract] [PROBLEMS] To provide a combination of environmental blocks for waterways, which have high strength and construction stability, are easy to construct, and are easy to manufacture. SOLUTION: A front wall 1b is erected at a front end of a horizontal bottom slab 1 in an acute angle shape, and triangular sleeve walls 1c, 1c inclined opposite to the front wall 1b are beam-installed at both ends of a sandwiched angle portion thereof. Main body block 1 and the triangular sleeve walls 1c and 1c on both sides
The main body block 1 includes a cover lid block 2 for covering the triangular space S formed therebetween, and a communication hole 1d penetrating the triangular space S is provided at a lower portion of the front wall 1b of the main body block 1 and a drain hole is provided at an upper portion. 1e is provided, a water flow communication hole 1f is provided in the triangular sleeve wall 1c, and a combination of the water flow communication holes 1f is provided in the water channel direction, whereby the water flow, the triangular space S, and the triangular space S are formed.
This is a combination of environmental blocks for waterways that form a fish nest environment that communicates with each other.
Description
【0001】[0001]
この考案は、水路岸壁に沿って連設して、魚巣環境を形成する水路用環境ブロ ックに関する。 The present invention relates to an environmental block for a canal that is continuously installed along the canal quay to form a fish nest environment.
【0002】[0002]
これまでに、魚巣環境を形成する水路用環境ブロックは、各種提案がなされて いる。 しかしその一部は複雑な構造のため製作が面倒で、生産性、経済性にも問題が あり、また一体成形の重量から施工に手間取り、他は強度性、施工安定性に欠け るなど問題点が多かった。 To date, various proposals have been made for environmental blocks for waterways that form a fish nest environment. However, some of them have complicated structures, which makes production difficult, and there is a problem in productivity and economy. In addition, it takes time to construct due to the weight of the one-piece molding, and others lack strength and stability in construction. There were many
【0003】[0003]
本考案は、従来のかかる実情に鑑みてなされたもので、本体と蓋体一対の組合 わせ形式とすることにより、製作容易性はもとより、それ自体の構造的強度に加 え背面土圧との関係で強度性、施工安定性を増大させ、さらに施工の容易な水路 用環境ブロックの組合わせを提供するものである。 The present invention has been made in view of such a conventional situation, and by adopting a combination type of a main body and a lid, in addition to the ease of manufacturing, the structural strength of the body itself is combined with the back earth pressure. This will increase the strength and stability of the construction, and will also provide a combination of environmental blocks for waterways that are easy to construct.
【0004】[0004]
上記目的を達成するため、本考案は、水平底版1aの前端に正面壁1bを鋭角 状に立設し且つその挟角部の両側端に前記正面壁1bと対向傾斜する三角状袖壁 1c、1cを梁設した一体形成の本体ブロック1と、前記両側の三角状袖壁1c 、1c間に形成される三角空間Sを覆う被せ蓋ブロック2とから成り、前記本体 ブロック1の正面壁1bの下部には前記三角空間Sに貫通する連通孔1dを配設 するとともに上部には排水孔1eを配設し、前記三角状袖壁1cには水流連通孔 1fを設ける。 In order to achieve the above object, the present invention has a front wall 1b at a front end of a horizontal bottom slab 1a which is erected at an acute angle, and triangular sleeve walls 1c inclined opposite to the front wall 1b at both side ends of a sandwiched corner portion thereof. The main body block 1 integrally formed by beam-mounting 1c and the cover sleeve block 2 covering the triangular space S formed between the triangular sleeve walls 1c and 1c on both sides of the main body block 1 includes a front wall 1b of the main body block 1. A communication hole 1d penetrating the triangular space S is provided in the lower portion, a drain hole 1e is provided in the upper portion, and a water flow communication hole 1f is provided in the triangular sleeve wall 1c.
【0005】 そして、水路方向にそれらの組合わせを連設することにより、水流と三角空間 S及び三角空間S同士を連通するようにした魚巣環境を形成する水路用環境ブロ ックの組合わせである。A combination of environmental blocks for a waterway that forms a fish nest environment in which the water flow and the triangular space S and the triangular spaces S are communicated by connecting these combinations in the waterway direction. Is.
【0006】 そしてまた、上記構成において、本体ブロック1の正面壁1b表面に石垣模様 3を形成して成る水路用環境ブロックの組合わせである。Further, in the above-mentioned configuration, it is a combination of waterway environment blocks formed by forming a stone wall pattern 3 on the surface of the front wall 1b of the main body block 1.
【0007】[0007]
本考案の水路用環境ブロックを敷設するには、図1に示す本体ブロック1を水 路岸壁に沿って水路方向に、三角状袖壁1c、1cを突き合わせつつ接続してい く。 次いで、連続敷設した本体ブロック1の背後から、同図に示す被せ蓋ブロック 2を、前記三角状袖壁1c、1cの背面に当接するように架設して三角空間Sを 覆う。 そして最後に背面から土の埋め戻し、土固めを行い施工を完了する。 In order to lay the environment block for a waterway of the present invention, the main body block 1 shown in Fig. 1 is connected along the waterway quay in the waterway direction while abutting the triangular sleeve walls 1c, 1c. Next, the cover block 2 shown in the figure is installed from behind the continuously laid main body block 1 so as to abut against the back surfaces of the triangular sleeve walls 1c and 1c to cover the triangular space S. Finally, the soil is backfilled from the back and the soil is solidified to complete the construction.
【0008】[0008]
以上の敷設により、水流と三角空間Sとが連通孔1dを経由してつながり、又 三角空間S同士が水流連通孔1fを経由してつながる。即ち水流に泳ぐ魚は、こ の三角空間Sに停留して休み、或いは遊泳し、或いはまた水流連通孔1fを経由 して下流ないし上流に移ることができる。 By the above-mentioned installation, the water flow and the triangular space S are connected via the communication hole 1d, and the triangular spaces S are connected to each other via the water flow communication hole 1f. That is, the fish swimming in the water stream can stay in this triangular space S to rest, swim, or move downstream or upstream via the water flow communication hole 1f.
【0009】 施工に際しては、上記のように本体ブロック1と被せ蓋ブロック2とが分離し ているから、作業性に優れ、且つ安全作業が可能である そして、この被せ蓋ブロック2は本体ブロック1の両側に梁設した三角状袖壁 1c、1cに架設されるから、その重量が分力して三角状袖壁1c、1cと水平 底版1aにかかり、それらの分散応力相対により構造的強度が補強されるととも に背面土圧が被せ蓋ブロック2及び水平底版1aに埋め戻し、土固めされるから 被せ蓋ブロック2の重量の加わったモ−メントにより充分な垂直方向安定性が得 られる。At the time of construction, since the main body block 1 and the cover lid block 2 are separated as described above, workability is excellent and safe work is possible. Since it is erected on the triangular sleeve walls 1c, 1c that are beamed on both sides of, the weight contributes to the triangular sleeve walls 1c, 1c and the horizontal bottom slab 1a, and their structural strength is increased by their relative relative stresses. Since it is reinforced and back soil pressure is backfilled in the cover lid block 2 and the horizontal bottom slab 1a and the soil is solidified, sufficient vertical stability can be obtained by the weighted moment of the cover lid block 2.
【0010】 比較的簡潔な構成で、製作容易であり、安価に量産できることも大きな利点で ある。It is also a great advantage that it has a relatively simple structure, is easy to manufacture, and can be mass-produced at low cost.
【0011】[0011]
水平底版1aの前端に、表面に石垣模様3を形成して成る正面壁1bを60度 角に立設し、且つその挟角部の両側端に前記正面壁1bと対向傾斜する三角状袖 壁1c、1cを梁設した一体形成のコンクリ−ト製の本体ブロック1と、前記両 側の三角状袖壁1c、1c間に形成される三角空間Sを覆うコンクリ−ト製の被 せ蓋ブロック2とから成る。 そして、前記本体ブロック1の正面壁1bの下部には前記三角空間Sに貫通す る連通孔1dを配設するとともに上部には排水孔1eを配設し、前記三角状袖壁 1cには水流連通孔1fを設ける。 At the front end of the horizontal bottom slab 1a, a front wall 1b having a stone wall pattern 3 formed on the surface is erected at an angle of 60 degrees, and triangular sleeve walls inclined opposite to the front wall 1b at both ends of the included corners. An integrally formed main body block 1 in which beams 1c and 1c are provided as a beam, and a cover cover block made of concrete that covers a triangular space S formed between the triangular sleeve walls 1c and 1c on both sides. It consists of 2. A communication hole 1d penetrating the triangular space S is provided at the lower portion of the front wall 1b of the main body block 1, a drainage hole 1e is provided at the upper portion thereof, and a water flow is provided at the triangular sleeve wall 1c. A communication hole 1f is provided.
【0012】 そして、水路方向にそれらの組合わせを連設することにより、水流と三角空間 S及び三角空間S同士を連通するようにした魚巣環境を形成する水路用環境ブロ ックの組合わせである。A combination of environmental blocks for a canal that forms a fish nest environment in which the water flow and the triangular spaces S and the triangular spaces S are communicated by arranging the combinations in the canal direction in series. Is.
【図面の簡単な説明】[Brief description of drawings]
【図1】本体ブロック1と被せ蓋ブロック2の分解斜視
図FIG. 1 is an exploded perspective view of a main body block 1 and a cover lid block 2.
【図2】本体ブロック1と被せ蓋ブロック2の組合わせ
斜視図FIG. 2 is a perspective view showing a combination of a main body block 1 and a cover block 2;
【図3】本体ブロック1と被せ蓋ブロック2の組合わせ
状態の縦断側面図FIG. 3 is a vertical cross-sectional side view of the main body block 1 and the cover lid block 2 in a combined state.
【図4】施工状態の斜視図[Fig. 4] Perspective view of the construction state
1 本体ブロック 1a 水平底版 1b 正面壁 1c 三角状袖壁 1d 連通孔 1e 排水孔 1f 水流連通孔 S 三角空間 2 被せ蓋ブロック 3 石垣模様 1 main body block 1a horizontal bottom plate 1b front wall 1c triangular sleeve wall 1d communication hole 1e drainage hole 1f water flow communication hole S triangular space 2 cover lid block 3 stone wall pattern
Claims (2)
b)を鋭角状に立設し且つその挟角部の両側端に前記正
面壁(1b)と対向傾斜する三角状袖壁(1c)、(1
c)を梁設した一体形成の本体ブロック(1)と、前記
両側の三角状袖壁(1c)、(1c)間に形成される三
角空間Sを覆う被せ蓋ブロック(2)とから成り、前記
本体ブロック(1)の正面壁(1b)の下部には前記三
角空間(S)に貫通する連通孔(1d)を配設するとと
もに上部には排水孔(1e)を配設し、前記三角状袖壁
(1c)には水流連通孔(1f)を設け、水路方向にそ
れらの組合わせを連設することにより、水流と三角空間
(S)及び三角空間(S)同士を連通するようにした魚
巣環境を形成する水路用環境ブロックの組合わせ。1. A front wall (1) at the front end of the horizontal bottom slab (1a).
b) standing upright in an acute angle, and triangular sleeve walls (1c), (1) which are inclined opposite to the front wall (1b) at both ends of the sandwiched angle portion.
c) comprises a body block (1) integrally formed with beams, and a cover sleeve block (2) covering the triangular spaces S formed between the triangular sleeve walls (1c) and (1c) on both sides, A communication hole (1d) penetrating the triangular space (S) is provided in the lower portion of the front wall (1b) of the main body block (1), and a drainage hole (1e) is provided in the upper portion thereof. The water flow communication hole (1f) is provided in the shaped sleeve wall (1c), and a combination of them is continuously provided in the water channel direction so that the water flow and the triangular space (S) and the triangular space (S) communicate with each other. A combination of environmental blocks for waterways that form a closed fish nest environment.
面に石垣模様(3)を形成した請求項1記載の水路用環
境ブロックの組合わせ。2. The combination of environmental blocks for waterways according to claim 1, wherein a stone wall pattern (3) is formed on the surface of the front wall (1b) of the main body block (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1996006457U JP3032540U (en) | 1996-06-17 | 1996-06-17 | Combination of environmental blocks for waterways |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1996006457U JP3032540U (en) | 1996-06-17 | 1996-06-17 | Combination of environmental blocks for waterways |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3032540U true JP3032540U (en) | 1996-12-24 |
Family
ID=43167451
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1996006457U Expired - Lifetime JP3032540U (en) | 1996-06-17 | 1996-06-17 | Combination of environmental blocks for waterways |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3032540U (en) |
-
1996
- 1996-06-17 JP JP1996006457U patent/JP3032540U/en not_active Expired - Lifetime
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101798817B (en) | Combined retaining wall structure | |
JP3032540U (en) | Combination of environmental blocks for waterways | |
CN105780756B (en) | Protecting wall and H-type prestressed-concrete pile for the protecting wall | |
KR20050035846A (en) | The revetment of prefabricated panel | |
CN205348097U (en) | Bank dyke revetment | |
CN211815974U (en) | Assembled reinforced concrete breast wall structure | |
JP2517278Y2 (en) | Embankment block | |
CN208105007U (en) | The box beam of variable cross-section multi-span continuous bridge | |
CN205444165U (en) | Protective wall and be used for H type prestressed concrete pile of this protective wall | |
JPH05287783A (en) | Fabrication type water storage tank | |
KR20040055081A (en) | fabricate block for breast wall | |
JPS63865Y2 (en) | ||
JPH0754348Y2 (en) | Combination basic block and combination basic | |
JPH0339572Y2 (en) | ||
KR102194854B1 (en) | waterway structure with ecology moving passage using transformation wall block | |
KR200321396Y1 (en) | fabricate block for constructing breast wall | |
JPH0415356B2 (en) | ||
JPH11131505A (en) | Retaining wall block and retaining wall | |
JPH0224421A (en) | Retaining wall concrete block and forming method thereof | |
JP2583447Y2 (en) | Water promenade block | |
JPH0885956A (en) | Drain constructing method at minor step on slope face, draining structure, and block to constitute it | |
JPS6032212Y2 (en) | boundary retaining wall | |
JPH0235929Y2 (en) | ||
KR20200001174U (en) | A sectional type block for constructing curved embankment | |
JPH0762623A (en) | Breakwater |