JPS5941237Y2 - Block for seawall - Google Patents

Block for seawall

Info

Publication number
JPS5941237Y2
JPS5941237Y2 JP13193878U JP13193878U JPS5941237Y2 JP S5941237 Y2 JPS5941237 Y2 JP S5941237Y2 JP 13193878 U JP13193878 U JP 13193878U JP 13193878 U JP13193878 U JP 13193878U JP S5941237 Y2 JPS5941237 Y2 JP S5941237Y2
Authority
JP
Japan
Prior art keywords
block
blocks
mortar
protrusions
lateral groove
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
JP13193878U
Other languages
Japanese (ja)
Other versions
JPS5547278U (en
Inventor
義男 五十嵐
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP13193878U priority Critical patent/JPS5941237Y2/en
Publication of JPS5547278U publication Critical patent/JPS5547278U/ja
Application granted granted Critical
Publication of JPS5941237Y2 publication Critical patent/JPS5941237Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案の対象は観賞魚及び水草用油の周囲を護岸する、
主としてひようたん混用ブロックの構造に関する。
[Detailed description of the invention] The object of this invention is to create a seawall around oil for ornamental fish and aquatic plants.
Mainly related to the structure of Hyotan mixed blocks.

この目的は、水漏れのないひようたん状又は円状の池を
素人でも極めて簡単に作られることを目的とする。
The purpose is to allow even an amateur to easily create a gourd-shaped or circular pond that does not leak water.

即ち従来この種の池は主として池石及び凝水等を用ひて
護岸し、予めコンクリートで水槽を作り施工まる方法は
玄人でも中々の大工事であり、よって水槽を作らずに直
接に石などを並べて石の間をコンクリートで固める方法
は。
In other words, in the past, this type of pond was mainly built using stones and condensed water for bank protection, and the method of building a water tank in advance with concrete and constructing it was quite a major undertaking even for an expert, so instead of building a water tank, you could directly use stones etc. How to line up the stones and solidify the space between them with concrete.

水漏れを完全に防止することが難かしく、然るに工事が
容易なため玄人においても屡々後者の方法がとられてい
るが、まして素人においては何れの方法にても施工が甚
むずかしく特に水漏れを完全に防ぐことができず、加へ
て仕上りも往々にして美観に欠け、また石の搬入も容易
でないが、本考案によれば予め作られたブロックを配列
して継目をモルタルで固める方法により、素人でも極め
て簡単に任意の形状の且つ水漏れのないひようたん池等
を作ることができるものである。
It is difficult to completely prevent water leaks, but the latter method is often used even by experts because it is easy to install. Although this cannot be completely prevented, the finished product is often unsightly, and it is not easy to transport stones, the present invention uses a method of arranging pre-made blocks and hardening the joints with mortar. Even an amateur can easily create a water-tight pond in any shape and without water leakage.

次に本考案を図面に従って説明する。Next, the present invention will be explained according to the drawings.

第1図乃至第4図は本考案ブロックの実施例を示す。1 to 4 show embodiments of the blocks of the present invention.

即ちブロックの素材は、防水性をもたせたコンクリート
又は硬質プラスチック等で形成し、その大きさは持運び
に便利なるよう通常幅45crrL〜50crrL、高
さ20crrL〜25crrL1厚さ3cIrL〜4確
位が適当とされるも、弧を形成する半径の小さいブロッ
クにおいては、その幅を適宜に短かく切りつめて形成さ
れる、即ちブロックは長手方向を適宜の半径の弧状に彎
曲形成されるものであるが、而してブロックを配列した
際にひようたんの形状をより満足せしめるため、通常弧
の半径が大、中、小の3種類位からなる異なる大きさの
円弧をもつブロックが用意され、それらを適宜に組合せ
て好みの形状のひようたん池、又は内油等が得られるも
のである。
That is, the material of the block is made of waterproof concrete or hard plastic, and its size is usually 45 crrL to 50 crrL in width, 20 crrL to 25 crrL in height, 3 cIrL to 4 cm in thickness to make it convenient to carry. However, in the case of a block with a small radius that forms an arc, the width of the block is appropriately shortened, that is, the block is formed by curving the longitudinal direction into an arc shape with an appropriate radius. In order to make the shape of the gourd more satisfying when the blocks are arranged, blocks with arcs of different sizes are usually prepared, consisting of three types of arc radii: large, medium, and small. By appropriately combining them, you can obtain a hyotan pond or inner oil of the desired shape.

即ち、前述の如く彎曲に形成されたブロック本体10両
端面の中央に沿って、上下に走る断面”半円状の縦横2
を設け、彎曲面に沿う上面には断面逆三角状の横溝3を
設け、下面には横溝3に嵌入するべき凸条4が形成され
る。
That is, as described above, along the center of both end surfaces of the block body 10 formed in a curved manner, the cross section running vertically is semi-circular in length and width.
A lateral groove 3 having an inverted triangular cross section is provided on the upper surface along the curved surface, and a protrusion 4 to be fitted into the lateral groove 3 is formed on the lower surface.

即ちブロック本体1を2段〜3段と積み上げる際に、下
段のブロック本体の上面の横溝3に2段目のブロック本
体の下面の凸条4が程よく嵌合するよう形成されるもの
であるが、而して横溝3及び凸条4とそれ等を形成する
前の平面部5との連絡部分は、施工の際にモルタル6の
流動を妨げざるよう角を落して附く滑らかに連続せしめ
て形威し、(第5図参照1又施工の際に上下のブロック
の隙間に詰められるモルタル6の厚みを均一にするため
に、下面の凸条4の両端に凸起Iが設けられる、該凸起
7は長手方向の両端近くには弧状に走る凸条4の内周側
に2ケ所、中央部では外周側に1ケ所、計3ケ所に設け
られるものである。
That is, when the block bodies 1 are stacked in two or three stages, the protrusions 4 on the lower surface of the second stage block body are formed so as to properly fit into the horizontal grooves 3 on the upper surface of the lower stage block body. Therefore, the connecting parts between the horizontal grooves 3 and the protrusions 4 and the plane part 5 before forming them are smooth and continuous by rounding the corners so as not to impede the flow of the mortar 6 during construction. 1. In order to make the thickness of the mortar 6 filled into the gap between the upper and lower blocks uniform during construction, protrusions I are provided at both ends of the protrusions 4 on the lower surface. The protrusions 7 are provided at three locations, two on the inner periphery of the arched protrusion 4 near both ends in the longitudinal direction, and one on the outer periphery at the center.

而して横溝3にモルタル6を詰め、上段のブロックを重
ねた時の状態を第5図イ2口において示す。
The condition when the horizontal groove 3 is filled with mortar 6 and the upper block is stacked is shown in Fig. 5 A2.

即ち横溝3に充分モルタル6を詰め(イ図参照)、これ
に上段のブロックを載せれば凸条4の尖端は容易にモル
タル6に喰いこみ、ブロック自体の重みで、或はブロッ
クを押し下げることにより凸条4はモルタル6を容易に
押しのけて、凸起7が下段のブロックの平面部5に当接
して安定する(口開参照)。
In other words, if the horizontal groove 3 is sufficiently filled with mortar 6 (see figure A) and the upper block is placed on it, the tips of the protrusions 4 will easily bite into the mortar 6, and the weight of the block itself will push the block down. As a result, the protrusions 4 easily push away the mortar 6, and the protrusions 7 come into contact with the flat surface 5 of the lower block to stabilize it (see mouth opening).

この際の横溝3と凸条4との間にできる隙間は恰も波型
を呈するが、前述の如く角を円く滑らかに形成しである
のでモルタル6の流動がスムーズに行なわれ、而もモル
タル6は中央部から両側に向けて圧縮され乍ら押し出さ
れるので、隙間内に空洞を残すことなく、且つ余分のモ
ルタル6は両側面にはみ出して固まるので、この部分の
水漏れは完全に防止し得るものである。
At this time, the gap formed between the horizontal groove 3 and the ridge 4 has a wave-like shape, but as mentioned above, the corners are rounded and smooth, so the mortar 6 flows smoothly, and the mortar Since the mortar 6 is compressed and extruded from the center toward both sides, there is no cavity left in the gap, and the excess mortar 6 protrudes to both sides and hardens, completely preventing water leakage in this area. It's something you get.

而して前記の横溝30両端近くに開窓8を形成し、該開
窓8から両端の縦溝2にかげては若干深く形成され、こ
れに施工の際にカスガイ9が挿入されるよう構成されて
成るものである。
Therefore, fenestrations 8 are formed near both ends of the horizontal groove 30, and the vertical grooves 2 at both ends are formed slightly deeper from the fenestrations 8, and a cutout 9 is inserted into this during construction. It is made up of

而して第6図は隣接するブロックの夫々の開窓8にカス
ガイ9を挿入した状態を示す。
FIG. 6 shows a state in which a cutout 9 is inserted into each fenestration 8 of an adjacent block.

第7図はカスガイ9を挿入して施工した際の要部の断面
を示す。
FIG. 7 shows a cross section of the main part when construction is carried out with the cutout 9 inserted.

即ち施工においては隣接するブロックの縦溝2にモルタ
ル6を詰め込むと共に、開窓8にもモルタル2を詰めこ
れにカスガイ9を挿入して更にモルタル2を盛り上げて
ブロックと一体に固定されるものである。
That is, during construction, the vertical grooves 2 of the adjacent blocks are filled with mortar 6, and the fenestrations 8 are also filled with mortar 2, and the slats 9 are inserted into this to further raise the mortar 2 and are fixed integrally with the blocks. be.

これにより円く配列されるブロックが外周方向に容易に
傾き易く、故に周長が延び而も縦溝2に打込まれるモル
タル(又はコンクリート)の引張力は弱いからして、そ
の継目が容易に剥離して水が漏れるであろう懸念は充分
に防ぎ得るものである。
This allows the blocks arranged in a circle to easily tilt toward the outer circumference, and even though the circumference is extended, the tensile force of the mortar (or concrete) cast into the vertical grooves 2 is weak, so the joints can be easily formed. Concerns about peeling and water leakage can be fully prevented.

第8図は本考案のブロックを用ひて施工するひようたん
池の形状の一例を示す。
Figure 8 shows an example of the shape of a pond pond constructed using the blocks of the present invention.

本例に於てはα及びβからなる半径の弧を有する二種類
のブロックを組合せて居り、ブロックは必ずしも曲面に
忠実なる真円状に配列するを要せず、多少歪曲せしめる
ことも可能であるからして任意のひようたん形状を得ら
れるもので、而して斯様なブロックの配列において、ひ
ようたん形を呈するところの底部と頂部に位置するフロ
ックは内周に向けての倒壊はあり得す、また通常ブロッ
クの高さの半分以上は土中に埋められるので外周に向け
ての倒壊も極めて稀であり、色面曲面の外周面を油側に
向けて配列される即ちくびれの部分に位置するA、B、
C,Dのブロックのみが油側に倒壊する懸念が充分に考
へられるので、これらとその両隣りを互にカスガイ9で
連結固定すればその倒壊を完全に防ぎ得るものである。
In this example, two types of blocks having arcs with radii α and β are combined, and the blocks do not necessarily have to be arranged in a perfect circle that is faithful to the curved surface, but can be slightly distorted. Because of this, it is possible to obtain an arbitrary gourd shape, and in such an arrangement of blocks, the flocs located at the bottom and top of the gourd shape collapse toward the inner circumference. However, since more than half of the height of the block is usually buried in the soil, collapse towards the outer periphery is extremely rare. A, B located in the part of
Since there is a sufficient possibility that only blocks C and D may collapse toward the oil side, if these blocks and their neighbors on both sides are connected and fixed to each other with casing shells 9, their collapse can be completely prevented.

第9図は二段積の施工例の要領を示す、即ち本ブロック
によれば水草用の池に於ては一段積でも水深は充分なる
も、観賞魚油に於ては通常二段積位が適当と考へられる
Figure 9 shows the outline of a two-tiered construction example. According to this block, in a pond for aquatic plants, one-tiered stacking is sufficient for water depth, but in the case of ornamental fish oil, two-tiered stacking is usually required. considered appropriate.

而して斯様な場合の施工の順序は、一般的にはまず好み
のひようたん形に配列した一般目のブロックの継目の縦
溝2Vcモルタル6を詰め込み、次に横溝3及び開窓8
にモルタル6を溝縁から若干盛り上る程に充分に詰め、
要所要所の開窓8にはカスガイ9を押し込み、これにモ
ルタル6を盛ってから二段目のブロックを積み重ねる方
法がとられる。
Therefore, the order of construction in such a case is generally to first fill in the vertical grooves 2Vc mortar 6 at the joints of the general blocks arranged in the desired gourd shape, and then fill in the horizontal grooves 3 and fenestrations 8.
Fill the groove with enough mortar 6 so that it rises slightly from the edge of the groove.
A method is used in which casings 9 are pushed into fenestrations 8 at key points, mortar 6 is placed on them, and then the second stage of blocks is stacked.

また池底は縁間りをブロックで護岸した後でコンクリー
トを杓っても水漏れを充分に防止できるものである。
In addition, the pond bottom can be sufficiently prevented from leaking even if the concrete is poured after the edge of the pond is protected with blocks.

而して護岸したブロックの天端は横溝3にモルタル6を
盛って平にし、又は縁間りをコンクリートで幅広く形成
し、これにタイルを張る等して好みの手法で仕上げて美
観を増大する。
The tops of the blocks that have been revetted can be flattened by filling the horizontal grooves 3 with mortar 6, or the edges can be made wide with concrete, and tiles can be placed over this to improve the aesthetic appearance. .

斯様にして本考案のブロックに依れば、ブロックの曲面
を利用してひようたん状又は肉池を素人でも極めて簡単
に作ることができ、施工の際には隣接するブロック及び
上段に積み重ねるブロックとの間の縦溝2及び横溝3と
凸条4との隙間にはモルタル6が滑らかに行渡り、隙間
内に空洞を残すことがないので水漏れを完全に防止でき
、また池底は縁間りができてから最後にコンクリートを
打てばよいからして施工が極めて簡単であり、更に通常
モルタルの盛りつげ作業等も甚だ熟練を要するものであ
るが、本考案のブロックにはその上面に深めの横溝3が
形成されてるので、これに適量のモルタルを盛り込む作
業が素人でも極めて容易にできる利点を有し、又プラス
チック等で形成する軽量のブロックに依れば簡易構造の
ビルの屋上にでも安易に池を作って楽しむことができ、
極めて便利重宝なものである。
In this way, according to the block of the present invention, even an amateur can make a gourd-like or meat pond extremely easily by using the curved surface of the block, and during construction, it is possible to stack the blocks on top of adjacent blocks. The mortar 6 spreads smoothly into the gaps between the vertical grooves 2 and lateral grooves 3 and the protrusions 4 between the block and leaves no cavities in the gaps, completely preventing water leakage. Construction is extremely simple as all you have to do is pour concrete after the edges have been created, and in addition, work such as applying mortar usually requires considerable skill, but the blocks of this invention have the ability to Since the deep horizontal groove 3 is formed on the top surface, it has the advantage that even an amateur can easily fill it with an appropriate amount of mortar, and if it is made of lightweight blocks made of plastic etc., it can be used for buildings with a simple structure. You can easily create and enjoy a pond even on your rooftop.
It is extremely convenient and useful.

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

第1図は本考案ブロックの平面図、第2図は第1図A−
A線に沿う断面図、第3図は第1図B−B線に沿う拡大
断面図、第4図は開窓を示す要部の拡大斜面図、第5図
イは横溝及び凸条の拡大断面と横溝にモルタルを盛った
状態を示し、口は凸条をモルタルに押し込んだ状態を示
す断面図、第6図は隣接するブロックの開窓にカスガイ
を挿入した状態の要部の平面図、第7図はカスガイを挿
入して施工した要部の断面図、第8図は本考案のブロッ
クをひようたん状に配列した一例を示す。 第9図は施工要領を示す断面図である。 1・・・・・・本考案ブロックの本体、2・・・・・・
両端面に設げる縦溝、3・・・・・・上面に設げる横溝
、4・・・・・・下面に設げる凸条、5・・・・・・ブ
ロックの上下面の平面部、6・・・・・・モルタル、7
・・・・・・下面の凸条の両側に設ける凸起、8・・・
・・・横溝の両端近くに設ける開窓、9・・・・・・カ
スガイ、g、β・・・・・・ブロックの彎曲の大きさを
形成する弧の半径、A、B、C,D−、・・・配列した
ブロックのうちその両側にカスガイを必要とする箇所の
ブロック。
Figure 1 is a plan view of the block of the present invention, Figure 2 is Figure 1 A-
3 is an enlarged sectional view taken along line B-B in Fig. 1, Fig. 4 is an enlarged slope view of the main part showing the fenestration, and Fig. 5 A is an enlarged view of the lateral grooves and protrusions. A cross-sectional view showing the state in which mortar is filled in the cross-section and the horizontal groove, and a cross-sectional view showing the state in which the convex strip is pushed into the mortar. Figure 6 is a plan view of the main part with the cutout inserted into the fenestration of the adjacent block. Fig. 7 is a cross-sectional view of the main part constructed by inserting a casing, and Fig. 8 shows an example of the blocks of the present invention arranged in a gourd shape. FIG. 9 is a sectional view showing the construction procedure. 1... Main body of the invented block, 2...
Vertical grooves provided on both end faces, 3...Horizontal grooves provided on the top surface, 4...Protrusions provided on the bottom surface, 5...Protrusions provided on the top and bottom surfaces of the block. Plane part, 6...Mortar, 7
...Protrusions provided on both sides of the protrusions on the lower surface, 8...
... Fenestration provided near both ends of the horizontal groove, 9... Kasugai, g, β... Radius of the arc forming the size of the curvature of the block, A, B, C, D −,...Blocks that require Kasugai on both sides of the arranged blocks.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水密性をもたせたコンクリート、又はズラスチツク材等
を適度の大きさの矩形の板状に、且つ長手方向を任意の
半径からなる弧状に彎曲形成し、長手方向の両端面[断
面半円状の縦溝2を設け、曲面に沿う上面には断面逆三
角状の横溝3を設け、下面には前記横溝3と適合する大
きさの凸条4を設け、横溝30両端近くに凹窩8を設け
、該凹窩から夫々端面までの区間を若干深く形成してこ
れにカスガイ9を埋設して施工の際に隣接するブロック
間の結合を強化するよう構成した護岸用ブロック。
A rectangular plate of an appropriate size is made of watertight concrete or solid material, and the longitudinal direction is curved into an arc with an arbitrary radius. A groove 2 is provided, a lateral groove 3 having an inverted triangular cross section is provided on the upper surface along the curved surface, a protrusion 4 having a size compatible with the lateral groove 3 is provided on the lower surface, and concave holes 8 are provided near both ends of the lateral groove 30, This block for a seawall is constructed so that the section from the concave cavity to each end face is formed slightly deeper, and a casing 9 is buried therein to strengthen the connection between adjacent blocks during construction.
JP13193878U 1978-09-25 1978-09-25 Block for seawall Expired JPS5941237Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13193878U JPS5941237Y2 (en) 1978-09-25 1978-09-25 Block for seawall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13193878U JPS5941237Y2 (en) 1978-09-25 1978-09-25 Block for seawall

Publications (2)

Publication Number Publication Date
JPS5547278U JPS5547278U (en) 1980-03-27
JPS5941237Y2 true JPS5941237Y2 (en) 1984-11-27

Family

ID=29099004

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13193878U Expired JPS5941237Y2 (en) 1978-09-25 1978-09-25 Block for seawall

Country Status (1)

Country Link
JP (1) JPS5941237Y2 (en)

Also Published As

Publication number Publication date
JPS5547278U (en) 1980-03-27

Similar Documents

Publication Publication Date Title
US20100072346A1 (en) Formliner and method of use
US10584482B2 (en) Blocks and molds for building landscape walls and methods of making the blocks
US20100071308A1 (en) Formliner and method of use
HU209170B (en) Cradling and method for producing walls and similar building structures by help of this cradling
US3660957A (en) Prefabricated swimming pool construction
JPS5941237Y2 (en) Block for seawall
US3768266A (en) Shoreline construction for artificial water bodies
JPS59158825A (en) Placement of concrete with surface of stone masonry pattern
CN2199238Y (en) Combined precast foundation bed for channel
JPH1025727A (en) Block for man-made fish-gathering place and constructing method of revetment as man-made fish-gathering place
JPS59213822A (en) Joint treatment of underground surrounding wall in inverted placement work
JPS6328967Y2 (en)
CN219137291U (en) Tree grate
JPH0247140Y2 (en)
CN218540661U (en) Light-duty imitative stake of view and forming die of pile pressing of being convenient for
CN214656777U (en) Landscape revetment connecting structure
JPH0745616Y2 (en) Root block
JPH055310A (en) Block for constructing wall
JP2567722Y2 (en) Curing materials for construction work
JPH08239891A (en) Block for box culvert and box culvert construction method using it
JPH064145U (en) Embankment block
JPS6042097Y2 (en) Seawall block that doubles as a fish nest
JPH026098Y2 (en)
JP2016128647A (en) Construction method for forming cracking prevention groove in concrete surface, and building frame for use in the same
JPS592180Y2 (en) culvert block