JPH02488B2 - - Google Patents

Info

Publication number
JPH02488B2
JPH02488B2 JP6550185A JP6550185A JPH02488B2 JP H02488 B2 JPH02488 B2 JP H02488B2 JP 6550185 A JP6550185 A JP 6550185A JP 6550185 A JP6550185 A JP 6550185A JP H02488 B2 JPH02488 B2 JP H02488B2
Authority
JP
Japan
Prior art keywords
block
blocks
cavity
thin
seawall
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
Application number
JP6550185A
Other languages
Japanese (ja)
Other versions
JPS6250506A (en
Inventor
Noboru Iwasaki
Shoichi Isayama
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.)
HOKUSHO SEMENTO KOGYOSHO KK
TATEYAMA TETSUKIN KONKURIITO KK
Original Assignee
HOKUSHO SEMENTO KOGYOSHO KK
TATEYAMA TETSUKIN KONKURIITO 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 HOKUSHO SEMENTO KOGYOSHO KK, TATEYAMA TETSUKIN KONKURIITO KK filed Critical HOKUSHO SEMENTO KOGYOSHO KK
Priority to JP6550185A priority Critical patent/JPS6250506A/en
Publication of JPS6250506A publication Critical patent/JPS6250506A/en
Publication of JPH02488B2 publication Critical patent/JPH02488B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 (イ) 産業上の利用分野 この発明は護岸用ブロツクに関するものであ
る。
[Detailed Description of the Invention] (a) Field of Industrial Application This invention relates to a block for seawall.

(ロ) 従来の技術 従来、各種護岸用のブロツクが発明・考案され
ているが、いずれも、水流又は、波浪から岸を保
護することのみを目的としており、水際の植生、
及び水生動物等に対する配慮がなされていなかつ
た。
(b) Conventional technology Various types of blocks for seawalls have been invented and devised in the past, but all of them have the sole purpose of protecting the shore from water currents or waves.
and aquatic animals, etc., were not considered.

(ハ) 発明が解決しようとする問題点 そのため、かかる護岸用ブロツクで護岸工事さ
れた河川等では、護岸の目的は果したものの自然
環境を保つための水際植生がなく、従つて自然が
荒廃し、死の川に化してしまうという欠点があつ
た。
(c) Problems to be solved by the invention Therefore, although the purpose of the revetment has been achieved in rivers etc. where revetment construction has been carried out using such revetment blocks, there is no riparian vegetation to preserve the natural environment, and the nature is therefore devastated. , it had the disadvantage of turning into a river of death.

(ニ) 問題点を解決するための手段 この発明では、略直方体形状の護岸用ブロツク
に上下方向に開放状態とした空洞を設けると共
に、同ブロツクの正面の上縁部に、空洞と連通す
る凹設部を設け、さらに、同ブロツクの左右側面
にそれぞれ左右薄肉部を形成して、同薄肉部の破
砕穿孔により空洞と同ブロツクの左右側外部空間
とを連通可能に構成してなる護岸用ブロツクを提
供するものである。
(d) Means for Solving the Problems In this invention, a substantially rectangular parallelepiped-shaped bank revetment block is provided with a cavity that is open in the vertical direction, and a recess that communicates with the cavity is provided at the upper edge of the front surface of the block. A block for a seawall is provided with an installation part, and further has left and right thin-walled parts formed on the left and right sides of the block, respectively, so that the cavity can communicate with external spaces on the left and right sides of the block by crushing and perforating the thin-walled parts. It provides:

(ホ) 作 用 この発明による高水護岸用ブロツクでは、同ブ
ロツクを積み上げた際上下各ブロツクの空洞が相
互に連通し、更に同ブロツク左右側面の薄肉部を
破砕穿孔して左右各ブロツクの空洞を連通させる
ことができ、かくのごとく縦横に連通した空洞内
部に土壌を充填すれば、同ブロツクで正面上端縁
の凹設部から、充填した土壌が水際方向に露出
し、水際の植生に倍地を与えることになり、しか
も、同ブロツク内部の土壌は縦横に連結している
ので水分及び養分が一様にゆきわたり、土壌を常
に肥沃な状態に保持している。
(E) Function In the block for high water revetment according to the present invention, when the blocks are stacked, the cavities of the upper and lower blocks communicate with each other, and the thin walls of the left and right sides of the blocks are crushed and perforated to form the cavities of the left and right blocks. If soil is filled in the hollows that communicate vertically and horizontally, the filled soil will be exposed toward the water's edge from the recessed part of the upper front edge of the same block, and the vegetation at the water's edge will be doubled. Moreover, since the soil inside the block is connected vertically and horizontally, water and nutrients are evenly distributed, keeping the soil fertile at all times.

また、同ブロツクの背面は、後込めコンクリー
トによる練り積みが可能であり、護岸の目的を充
分に果すものである。
Additionally, the back side of the block can be filled with concrete afterward, and will serve the purpose of a seawall.

(ヘ) 効 果 この発明によれば、高水護岸用ブロツクを上記
のように構成することにより護岸の目的を果しな
がら水際の植生を繁茂させて水性動物の繁殖を促
し、自然の荒廃を防止して、蛍等の飛びかう情緒
豊な自然を長く保存することができる。
(f) Effects According to the present invention, by configuring the high-water bank block as described above, it can achieve the purpose of the bank protection while allowing waterfront vegetation to flourish, encouraging the breeding of aquatic animals, and reducing the devastation of nature. By preventing fireflies and other animals from flying around, the rich atmosphere of nature can be preserved for a long time.

(ト) 実施例 本発明の実施例を図面にもとづき詳説すれば、
Aは護岸用ブロツクを示し、同ブロツクAは、略
直方体形状であり、上側面1から下側面2にかけ
て、上下方向に開放した断面略方形状の空洞3を
形成しており、同ブロツクA正面4の上端縁中央
部に略半円状の凹設部5を形成して、空洞3と同
ブロツクAの正面外部空間とを連通させており、
同ブロツクAの左右側面6,6′には、それぞれ
内側方に向つて略円錐台形状の左右陥入部7,
7′を形成して、同陥入部7,7′の底面と空洞3
の左右側面8,8′との間に、左右薄肉部9,
9′を形成しており、同薄肉部9,9′は護岸工事
現場にて容易に破砕穿孔可能であり、空洞3と同
ブロツクAの左右側外部空間とをそれぞれ連通可
能としている。同ブロツクAの背面10には、平
面形が略鳩尾形状の突設部11を形成しており、
同ブロツクAを積み上げて同ブロツクAの背後に
後込めコンクリート12を充填した際の同ブロツ
クAと同コンクリート12との結合を強化してお
り、更に同ブロツクAの左右側面6,6′の前端
縁部に若干幅の当り面13を形成し当り面13の
後端縁から後方にかけて、左右側面6,6′を内
側方に傾斜させている。
(G) Embodiments The embodiments of the present invention will be explained in detail based on the drawings.
A indicates a bank protection block. Block A has a substantially rectangular parallelepiped shape, and forms a cavity 3 with a substantially rectangular cross section that is open in the vertical direction from the upper surface 1 to the lower surface 2. A substantially semicircular recessed portion 5 is formed in the center of the upper edge of the block A to communicate the cavity 3 with the front external space of the block A.
The left and right side surfaces 6, 6' of the block A have left and right recessed portions 7, each having a substantially truncated conical shape, extending inwardly.
7', and the bottom surfaces of the invaginated parts 7, 7' and the cavity 3
Between the left and right side surfaces 8, 8', left and right thin parts 9,
The thin wall portions 9, 9' can be easily crushed and perforated at the seawall construction site, allowing communication between the cavity 3 and the left and right exterior spaces of the block A, respectively. The back surface 10 of the block A is formed with a protrusion 11 having a substantially dovetail shape in plan view.
When the blocks A are piled up and the back-filled concrete 12 is filled behind the blocks A, the connection between the blocks A and the concrete 12 is strengthened, and the front ends of the left and right sides 6 and 6' of the blocks A are strengthened. A slightly wide contact surface 13 is formed at the edge, and the left and right side surfaces 6, 6' are inclined inward from the rear edge of the contact surface 13 toward the rear.

第4図は本発明の護岸用ブロツクAによる護岸
工事施工状態を示しており、14は同ブロツクA
を支持するための床盤コンクリートを示し、同コ
ンクリート14の上面を若干外側方に傾斜せしめ
て積み上げた同ブロツクAの正面4に適宜外側方
傾斜を付与している。同ブロツクAは正面から見
て、上下互い違いの千鳥状に積み上げられてお
り、同ブロツクAの背後には、後込めコンクリー
ト12を充填して、一体の護岸壁15を構成し護
岸の目的を果している。
Fig. 4 shows the state of construction of bank protection work using block A for bank protection of the present invention, and 14 shows the construction state of bank protection work using block A for bank protection of the present invention.
The front face 4 of the blocks A, which are stacked with the upper surface of the concrete 14 slightly inclined outward, is given an appropriate outward inclination. When viewed from the front, the blocks A are stacked in a staggered manner, alternating the top and bottom, and the back of the block A is filled with back-filled concrete 12 to form an integrated seawall 15 to serve the purpose of a seawall. There is.

上下各ブロツクA内の空洞3は、上下方向にジ
クザグ状に連通しており、更に左右各ブロツクA
は左右薄肉部9,9′の破砕穿孔により相互に連
通しており、換言すれば、同ブロツクA及び後込
めコンクリート12により一体に構成された護岸
壁15の内部に縦横に連通した内部空間を形成し
ている。(第4図参照) したがつて、同内部空間に充填した土壌は縦横
に連繋しており、水分、及び養分が全般にゆきわ
たり、常に肥沃な状態を保持して正面4の凹設部
5に植付けた植生の好個の培養地となつて草、水
草、潅木等を繁茂せしめ、例えば、蛍等の水生動
物の繁殖を促し、豊かな自然環境を長く保護する
ものである。
The cavities 3 in each of the upper and lower blocks A communicate with each other in a zigzag shape in the vertical direction, and further communicate with each of the left and right blocks A.
are communicated with each other by crushing perforations in the left and right thin-walled parts 9 and 9', in other words, an internal space communicating vertically and horizontally inside the revetment wall 15, which is integrally constituted by the block A and the back-filled concrete 12. is forming. (See Figure 4) Therefore, the soil filled in the internal space is connected vertically and horizontally, and moisture and nutrients are distributed throughout the space, maintaining a fertile state at all times. This serves as a breeding ground for the plants planted in the area, allowing grasses, aquatic plants, shrubs, etc. to flourish, encouraging the reproduction of aquatic animals such as fireflies, and protecting the rich natural environment for a long time.

なお、護岸壁15側端の同ブロツクAの外側に
当る薄肉部は破砕せずに閉塞状態のまま残してお
き、内部土壌の流亡を防止することが可能であ
る。
Note that the thin walled portion on the outside of the block A at the side end of the revetment wall 15 can be left in a closed state without being crushed to prevent the internal soil from flowing away.

また、同ブロツクAの正面に多数の凹凸を形成
して水苔等の発生を促し、上記効果を増強するこ
とも可能である。
It is also possible to form a large number of irregularities on the front surface of the block A to encourage the growth of sphagnum moss and the like, thereby enhancing the above effect.

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

第1図は、本発明による護岸用ブロツクの全体
正面図、第2図は、第1図−断面図、第3図
は、同ブロツクによる施工状態を示す断面図、第
4図は、第3図−断面図 A:護岸用ブロツク、3:空洞、4:正面、
5:凹設部、6,6′:左右側面、9,9′:左右
薄肉部。
Fig. 1 is an overall front view of a bank protection block according to the present invention, Fig. 2 is a sectional view taken from Fig. 1, Fig. 3 is a sectional view showing the construction state of the same block, and Fig. 4 is a Figure - Sectional view A: Block for seawall, 3: Cavity, 4: Front,
5: Recessed portion, 6, 6′: Left and right side surfaces, 9, 9′: Left and right thin wall portions.

Claims (1)

【特許請求の範囲】 1 略直方体形状の護岸用ブロツクAに上下方向
に開放状態とした空洞3を設けると共に、同ブロ
ツクAの正面4の上縁部に、空洞3と連通する凹
設部5を設け、 さらに、同ブロツクAの左右側面6,6′にそ
れぞれ左右薄肉部9,9′を形成して、 同薄肉部9,9′の破砕穿孔により空洞3と同
ブロツクAの左右側外部空間とを連通可能に構成
してなる護岸用ブロツク。
[Claims] 1. A substantially rectangular parallelepiped-shaped bank A is provided with a cavity 3 that is open in the vertical direction, and a recessed portion 5 that communicates with the cavity 3 is provided at the upper edge of the front face 4 of the block A. Further, left and right thin-walled portions 9 and 9' are formed on the left and right side surfaces 6 and 6' of the block A, respectively, and the hollow 3 and the left and right exterior of the block A are formed by crushing and perforating the thin-walled portions 9 and 9'. A seawall block configured to allow communication with the space.
JP6550185A 1985-03-28 1985-03-28 Block for high-water revetment Granted JPS6250506A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6550185A JPS6250506A (en) 1985-03-28 1985-03-28 Block for high-water revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6550185A JPS6250506A (en) 1985-03-28 1985-03-28 Block for high-water revetment

Publications (2)

Publication Number Publication Date
JPS6250506A JPS6250506A (en) 1987-03-05
JPH02488B2 true JPH02488B2 (en) 1990-01-08

Family

ID=13288888

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6550185A Granted JPS6250506A (en) 1985-03-28 1985-03-28 Block for high-water revetment

Country Status (1)

Country Link
JP (1) JPS6250506A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005248431A (en) * 2004-03-01 2005-09-15 Fujimura Fume Kan Kk Waterway structure and waterway construction method taking environment and the like into consideration
JP2013060755A (en) * 2011-09-14 2013-04-04 Ihi Corp Liquid-proof bank

Also Published As

Publication number Publication date
JPS6250506A (en) 1987-03-05

Similar Documents

Publication Publication Date Title
JPH0348293B2 (en)
KR910003025Y1 (en) Reataining wall block
JPH02488B2 (en)
JPH09310326A (en) Multinatural type piling block
JP2964391B2 (en) Multi-natural type building block
JPH0735852Y2 (en) Reef block for fish nest
JPH0641934A (en) Submerged breakwater
JP3063057B2 (en) Connecting block revetment for ecosystem conservation
JPH07113207B2 (en) Fish nest block
JPS602255Y2 (en) Block for seawall
JP2501230Y2 (en) Seawall for fish nests
JPH09221733A (en) Revetment concrete blocks and revetments
KR200163472Y1 (en) Block for naturally protecting an inclined plane
KR20050105137A (en) Embankment block
JPH0645476Y2 (en) Retaining wall block
JPH076174B2 (en) Submarine
JPH0649606Y2 (en) Reef block for fish nest
JPH0355307A (en) Ecosystem-conservating block and revetment structure therewith
JPH06116973A (en) Construction of retaining wall
JP2001226938A (en) Revetment structure
JP3278235B2 (en) Living block
JPH042196Y2 (en)
KR200356104Y1 (en) Basket-type block for bank protection capable of growing plants
JP2505301Y2 (en) Concrete block for seawall
JP2001220758A (en) Retaining wall block and retaining wall using it