JP2539608Y2 - Deep fish floor construction large foundation block - Google Patents

Deep fish floor construction large foundation block

Info

Publication number
JP2539608Y2
JP2539608Y2 JP1989018500U JP1850089U JP2539608Y2 JP 2539608 Y2 JP2539608 Y2 JP 2539608Y2 JP 1989018500 U JP1989018500 U JP 1989018500U JP 1850089 U JP1850089 U JP 1850089U JP 2539608 Y2 JP2539608 Y2 JP 2539608Y2
Authority
JP
Japan
Prior art keywords
product
side walls
floor construction
fish
foundation 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
Application number
JP1989018500U
Other languages
Japanese (ja)
Other versions
JPH02109830U (en
Inventor
功 尾形
Original Assignee
東北石材ブロック株式会社
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 東北石材ブロック株式会社 filed Critical 東北石材ブロック株式会社
Priority to JP1989018500U priority Critical patent/JP2539608Y2/en
Publication of JPH02109830U publication Critical patent/JPH02109830U/ja
Application granted granted Critical
Publication of JP2539608Y2 publication Critical patent/JP2539608Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は河川又は、大型水路の恒久的コンクリート側
壁護岸基礎部に使用するもので、深場を構築させ大型魚
や水中動物が棲息出来る構築用コンクリート基礎ブロッ
クに関する。
[Detailed description of the invention] (Industrial application field) This invention is used for permanent concrete side wall revetment of rivers or large waterways, and is used for construction of deep seas where large fish and underwater animals can live. Related to concrete foundation blocks.

(従来の技術) 従来のコンクリート魚床ブロック又は、魚巣ブロック
には単体又は組合せて、水中河床に沈下設置する製品、
積み重ねて河川側壁護岸に使用し淡水の小魚貝類を棲息
させる製品はあった、しかし、河川又は、大型水路に棲
息する体長60cm〜90cm以上もある、コイ、ナマズ等大型
魚の棲息に必要な、瀬と淵と深場と泥溜りを構成し、し
かも3m以上の護岸構築壁高で、天端上載荷重2.0t/m2
製品抵抗モーメント250000kg−cm以上を有する様な大型
の一体化で土留を兼ねた側壁護岸の製品は無かった。
(Prior art) A conventional concrete fish floor block or fish nest block is used alone or in combination to settle down on an underwater riverbed,
There were products that can be stacked and used for riverside seawalls and inhabit freshwater small fish and shellfish, but they are necessary for the inhabitation of large fish such as carp and catfish that live in rivers or large waterways with a length of more than 60 cm to 90 cm. configure Seto and edge and Fukajo and mud reservoir, yet with more revetment construction wall height 3m, load mounting on the top end 2.0 t / m 2,
There were no products with side wall revetments that also served as earth retaining with a large integrated unit having a product resistance moment of 250,000 kg-cm or more.

(考案が解決しようとする課題) そこで、本考案出願人は、これらの護岸工事の設計、
施行に従事しながら、次の点を解決課題とし、本考案製
品としたものである。
(Issues to be solved by the invention) Therefore, the applicant of the present invention has designed these revetment works,
While engaged in the enforcement, the following issues were resolved and the product was devised.

ブロック1個、1個の製造が容易であり、且つ製品施
工取扱いも容易である事。
One block and one block are easy to manufacture, and the product construction and handling are easy.

側壁構築護岸として美観をゆうする事。To make a beautiful appearance as a side wall construction seawall.

構造的に強靱であるばかりでなく、土圧応力の転倒、
滑動にも安定が確保される製品である事。
In addition to being structurally strong,
The product must be stable in sliding.

側壁構築護岸として受動根入りが構成される製品であ
る事。
It must be a product with passive embedding as a side wall construction seawall.

側壁構築護岸の目的、作用、効果が阻害される事無
く、時には魚床部の保守、点検も可能である事。
Maintenance and inspection of the fish bed can sometimes be performed without obstructing the purpose, function, and effect of the side wall revetment.

施工後、大型淡水魚の棲息に必要な瀬と淵と深場と泥
溜りを構成する製品である事。
After construction, it must be a product that composes the currents, pools, deep fields and mud pools necessary for the inhabitation of large freshwater fish.

(考案の構成と実施例) 以上の様な課題点を考慮して、解決した本考案製品を
実施例の図面で順次説明すると、 まず、製品施工時の土留壁となす、背面壁1、と化粧を
構成する前面壁2、天端床版3、両側壁4、4、仮想背
面踵版5、を一体とし構成させ、側壁間をU字状の全面
空洞部6、とする。
(Structure and Example of the Invention) In consideration of the above-mentioned problems, the solved product of the invention will be sequentially described with reference to the drawings of the embodiment. The front wall 2, the top floor slab 3, the side walls 4, 4 and the virtual back heel slab 5, which constitute the makeup, are integrally formed, and a U-shaped full-surface cavity 6 is formed between the side walls.

前面壁2、には、1個以上の遊通孔7、を製品全高の
1/5以上(30cm以上)の位置に縦長で、少なくとも30cm
×50cm(人間が入れる大きさ)の孔を設け、孔以外の前
面には河川構築側壁護岸の美観を考慮して、ブロック積
み凹凸模様(布積み、谷積み、乱積み)、天然石、擬
木、動物、植物等の模様を凹凸溝で設ける。
The front wall 2 is provided with one or more through holes 7 for the height of the product.
1/5 or more (30cm or more) vertically long, at least 30cm
A hole with a size of 50 cm (size that can be inserted by humans) is provided, and in front of the hole other than the hole, in consideration of the beauty of the river bank side wall seawall, unevenness in block stacking (cloth, valley, random stack), natural stone, artificial wood, Patterns of animals, plants, etc. are provided with uneven grooves.

両側壁4、4、には製品縦設後の隣設製品に魚が遊通
出来る様な、縦設側壁遊通孔8、を中央寄りに設け、か
つ、上部には、隣設ブロックを合体する為のジョイント
凹部溝9、9、を構成する、この凹部に側壁4、4、を
はみ出して段違いに袋Ω部鉄筋10、を埋設する。
On both side walls 4, 4, a vertical side wall through hole 8 is provided near the center so that fish can pass through the adjacent product after the product is vertically installed, and an adjacent block is integrated on the upper part. The side walls 4, 4 protrude into the concave portions, and the bag Ω portion reinforcing bar 10 is embedded in the concave portions.

土留となす背面壁1、の低部延長にはL型状に仮想背
面踵版5、として構成させ、土圧力にもよるが低部床版
巾W、は製品全高H、に対し、W=H×0.6以上と成る
様に、主鉄筋A、配力鉄筋B、補強鉄筋C、補助鉄筋
D、を組込み、低部のBOX状輪郭壁面端末部11、と仮想
背面踵版5、の逆面12、よりコンクリートを打設し、全
体を一体化製品として製造する。
The lower part of the back wall 1 that forms the earth retaining part is configured as an L-shaped virtual back heel plate 5, and the lower floor slab width W depends on the soil pressure. The main reinforcing bar A, the distribution reinforcing bar B, the reinforcing reinforcing bar C, and the auxiliary reinforcing bar D are incorporated so as to be H × 0.6 or more, and the opposite side of the lower BOX-shaped contour wall terminal portion 11 and the virtual back heel plate 5. 12. Cast concrete more and manufacture the whole as an integrated product.

施工方法は製品の前面壁遊通孔7、の底部を河川河床
20、より、渇水期でもU字状空洞部6、に水が入るよう
に幾らか下げた(河川縦断勾配にもよるが18〜22cm程度
が標準)状態となるように基礎コンクリート19、を打設
施工し、この上に製品両壁4、4、の袋Ω部鉄筋10、を
吊り上げ河川延長方向に順次布設する。
The construction method is that the bottom of the through hole 7 on the front wall of the product is a riverbed
20. Strike the foundation concrete 19 so that the U-shaped cavity 6 is slightly lowered so that water can enter even during the drought season (standard is about 18 to 22 cm depending on the vertical gradient of the river). Then, the reinforcing steel bar 10 of the bag Ω of the product walls 4 and 4 is lifted and laid sequentially in the river extension direction.

この製品間に構成する天端ジョイント凹部9、の袋Ω
部鉄筋10、を水平にし、段重ね状とし、重ねΩ部に少な
くともD13mm以上の縦ジョイント繋ぎ鉄筋13、上部構築
ブロック又は、構築壁体16、との繋ぎが出来る長さに設
けて、ジョイントコンクリート14、を充填させて完成さ
せる。
The bag Ω of the top joint recess 9, which is formed between the products
The horizontal reinforcing bar 10 is made horizontal and stepped, and the overlapping Ω portion is provided with a length that can be connected to the vertical joint connecting reinforcing bar 13 at least D13 mm or more, the upper building block or the building wall 16, and joint concrete 14. Fill and complete.

(考案の作用、効果) この様に本考案製品を構成、施工する事により、 製品がBOX状と成っており、踵版があるので製造が容
易で製品のユガミ、角欠け等の不良品の出来る心配が無
く、施工取扱いにも製品全体の安定感があり、基礎コン
クリートが出来てしまえば多少の地下浸透水が有って
も、施工が迅速に出来、経済的である。
(Function and effect of the invention) By constructing and constructing the product of the invention in this way, the product is in the form of a BOX and has a heel plate, which makes it easy to manufacture and eliminates defective products such as product scumming and chipping. There is no worries, there is a sense of stability of the whole product in the construction handling, and once the basic concrete is made, even if there is some underground seepage water, the construction can be done quickly and it is economical.

前面壁2、は遊通孔7、とバランスのとれた化粧面を
構成しているので土留護岸として美観を伴うものであ
る。
Since the front wall 2 forms a well-balanced decorative surface with the play hole 7, the front wall 2 has an aesthetic appearance as an earth retaining bank.

〜背面壁、前面壁、両側壁と一体化、BOX状鉄筋コ
ンクリート製品となっており、構造的に強靱なばかり
か、背面上載荷重による応力の違う現場においても、図
示していないが、仮想背面踵版5、の長さを調整できる
型枠とし、現場に応じてこの長さを変化させた製品を製
造する事により、容易にこの対応ができる。又、この製
品は施工断面概要図に図示するように河床に埋設される
製品に加え、天端ジョイント凹部9の袋Ω部鉄筋10、を
製品隣接結合しコンクリートを打設する事で安定性がよ
り確保される。
-Integrated with the back wall, front wall, both side walls, it is a BOX-shaped reinforced concrete product, it is not only structurally tough, but also at the site where the stress due to the load on the back is different, it is not shown, but the virtual back heel This can be easily accommodated by using a mold that can adjust the length of the plate 5 and manufacturing a product having this length changed according to the site. In addition to the product buried in the riverbed as shown in the construction section schematic diagram, this product is connected with the Ω rebar 10 in the top end joint recess 9 adjacent to the product and casts concrete to ensure stability. More secure.

前面壁2、が施工時に河川縦断方向に対して平行直線
に近いので、河川流速を大きく阻害する事も無く、側壁
護岸の基礎部としての目的、作用、効果を果たすもので
ある、又、遊通孔も人間も入れる大きさとしてあり、時
には、BOX内の保守、点検も出来るものである。
Since the front wall 2 is close to a straight line parallel to the longitudinal direction of the river at the time of construction, it does not significantly impede the flow velocity of the river, and fulfills the purpose, action, and effect as the foundation of the side wall revetment. It is large enough to accommodate both through holes and humans, and sometimes allows maintenance and inspection inside the BOX.

河川河床とブロック本体のU字状空洞部との間に、従
来の製品に無い、高低差があり、しかもBOX状なので魚
遊通孔7、の近くの内面には土砂が溜り、奥の両側壁よ
りには深場が出来、遊通孔部分に流速乱流が出来、この
部分には、河川横断的に小さい瀬と淵が構成されて、魚
の遊び場、及び餌場となる、又、この深場を構成する基
礎コンクリート19、と製品低部のBOX状輪郭壁面端末部1
1、に多少の切欠を設ける事により、冷たい湧水が噴き
出だし、水中動物の最適の生活場を得られるものであ
る。
There is a height difference between the riverbed and the U-shaped hollow part of the block body, which is not present in conventional products, and since it is BOX-shaped, sediment accumulates on the inner surface near the fish play hole 7, and both sides on the back A deeper field is created than a wall, and a turbulent flow velocity is formed in the play hole. In this part, small rivers and deep waters are formed across the river, and it becomes a playground for fish and a feeding ground. Foundation concrete 19 that constitutes a deep field, and BOX-shaped contour wall end 1 of the product lower part
By making some cutouts in 1, the cold spring water gushes out, and an optimal living place for underwater animals can be obtained.

以上の様な構成と施工方法をとる本考案製品は、河川
側壁護岸工事としての役割ばかりで無く、自然保護と河
川環境を考慮した時代のニース製品といえる。
The product of the present invention having the above-described configuration and construction method can be said to be a nice product in an era considering not only the role of river wall revetment work but also nature protection and river environment.

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

第1図は本考案の代表製品の斜視図、第1−1図は布設
断面概要正断面図 第2図は本考案製品1段使用の施工断面概要斜視図、 第3図は本考案製品2段重ねの施工断面概要斜視図、 第4図は本考案製品の配筋を表す断面図、 第5図は製品製造時のコンクリート打設面を示す製品斜
視図、 第6図は本考案代表製品の施工概要断面斜視図、 第7.8図は本考案のその他の製品の単体斜視図、 第9図は本考案技術延長上の製品の概要断面斜視図、 第10図は第9図と同じく本考案技術延長上の第11図製品
に段重ねされる製品の概要断面斜視図、 第11図は段重ね製品の下部使用製品の概要断面斜視図、 図中 1……背面版、2……化粧面を構成する前面壁 3……天端床版、4……側壁 5……仮想背面踵版、6……U字状空洞部 7……前面壁の魚の遊通孔、8……側壁の魚の遊通孔 9、9−1……天端ジョイント凹部、9−2……下部ジ
ョイント凹部 10……袋Ω部鉄筋、11……輪郭壁面末端部 12……踵版の逆面、13……縦ジョイント繋ぎ鉄筋 14……ジョイントコンクリート、15……魚群 16……基礎栗石、17……裏栗石 20……河床、19……基礎コンクリート 22……段重ね床版遊通孔、21……防護フェンス A……主鉄筋、B……配力鉄筋、C……補強鉄筋、D…
…補助鉄筋 M・W・L……平水位、H・H・W・L……最高洪水位
FIG. 1 is a perspective view of a representative product of the present invention, FIG. 1-1 is a cross-sectional schematic front view of a laying cross-section, FIG. 2 is a schematic perspective view of a construction section using a single-stage product of the present invention, and FIG. FIG. 4 is a cross-sectional view showing the arrangement of reinforcing bars of the product of the present invention, FIG. 5 is a perspective view of the product showing a concrete casting surface at the time of manufacturing the product, and FIG. 6 is a representative product of the present invention. Fig. 7.8 is a single perspective view of other products of the present invention, Fig. 9 is a schematic cross-sectional perspective view of a product extending the technology of the present invention, and Fig. 10 is the same invention as Fig. 9 FIG. 11 is a schematic cross-sectional perspective view of a product to be stacked on the product as a technical extension, FIG. 11 is a schematic cross-sectional perspective view of a product used below the product of the stacked product, in which: 1... The front wall 3 that constitutes the ceiling top floor slab, the side wall 5… the virtual back heel plate, 6 the U-shaped cavity 7… the fish on the front wall , 8 ... Fish through hole on the side wall 9, 9-1 ... Top joint recess, 9-2 ... Lower joint recess 10 ... Bag Ω section rebar, 11 ... Contour wall end 12 ... Heel plate On the other side, 13 ... Reinforcing bar connecting vertical joints 14 ... Joint concrete, 15 ... Fish school 16 ... Foundation chestnut stone, 17 ... Back chestnut stone 20 ... Riverbed, 19 ... Foundation concrete 22 ... Through-hole, 21: Protective fence A: Main reinforcing bar, B: Distributing reinforcing bar, C: Reinforcing reinforcing bar, D:
… Auxiliary rebar M ・ W ・ L ・ ・ ・ ・ ・ ・ Plain water level, H ・ H ・ W ・ L ・ ・ ・… Highest flood level

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】製品天端巾より、仮想背面踵版を有して低
部全体巾を広くし、かつ、両端部側壁を有する逆U字状
底抜き空洞BOXに淡水魚群の遊通出来る孔を、前面壁に
は低部より高く適所に、両側壁は隣設ブロックと縦連孔
となる様に同じ大きさで同じ位置に同数個を構築し、両
端側壁天端部には縦設ジョイント凹部を構成してなる深
場魚床構築大型基礎ブロック。
1. A hole through which a freshwater fish school can pass through an inverted U-shaped bottomed hollow BOX having a virtual back heel plate and a wider lower portion than a product top end width, and having an inverted U-shaped bottomed hollow box having both end side walls. In the front wall, build the same number of pieces in the same position at the same size and in the same position so that the side walls are vertically connected with the adjacent block, and the vertical joints are located at the top ends of both side walls. Deep fish floor construction large foundation block consisting of concave parts.
JP1989018500U 1989-02-20 1989-02-20 Deep fish floor construction large foundation block Expired - Lifetime JP2539608Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989018500U JP2539608Y2 (en) 1989-02-20 1989-02-20 Deep fish floor construction large foundation block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989018500U JP2539608Y2 (en) 1989-02-20 1989-02-20 Deep fish floor construction large foundation block

Publications (2)

Publication Number Publication Date
JPH02109830U JPH02109830U (en) 1990-09-03
JP2539608Y2 true JP2539608Y2 (en) 1997-06-25

Family

ID=31233206

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989018500U Expired - Lifetime JP2539608Y2 (en) 1989-02-20 1989-02-20 Deep fish floor construction large foundation block

Country Status (1)

Country Link
JP (1) JP2539608Y2 (en)

Also Published As

Publication number Publication date
JPH02109830U (en) 1990-09-03

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