JPS6117050Y2 - - Google Patents

Info

Publication number
JPS6117050Y2
JPS6117050Y2 JP16879882U JP16879882U JPS6117050Y2 JP S6117050 Y2 JPS6117050 Y2 JP S6117050Y2 JP 16879882 U JP16879882 U JP 16879882U JP 16879882 U JP16879882 U JP 16879882U JP S6117050 Y2 JPS6117050 Y2 JP S6117050Y2
Authority
JP
Japan
Prior art keywords
inclined plate
blocks
sides
plate
slope
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
JP16879882U
Other languages
Japanese (ja)
Other versions
JPS5973419U (en
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 filed Critical
Priority to JP16879882U priority Critical patent/JPS5973419U/en
Publication of JPS5973419U publication Critical patent/JPS5973419U/en
Application granted granted Critical
Publication of JPS6117050Y2 publication Critical patent/JPS6117050Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、法面に施工するブロツクで、法面に
施工すると表面に水平の階段ができ、しかもブロ
ツクの結合を強固に施工できることを特徴とした
護岸用ブロツクに関する。
[Detailed Description of the Invention] The present invention relates to a bank protection block that is constructed on a slope, and is characterized in that when it is constructed on a slope, a horizontal staircase is created on the surface, and that the blocks can be firmly connected.

従来の法面に施工されるブロツクは、表面が平
滑であるか、凹凸があつたとしても法面と平行に
存在するので、滑つて落下し怪我としたり、或は
河川等の場合は水中に落ち、冬等は水が冷たく心
臓麻痺を起し思わぬ事故となるし、釣等を行つて
いると傾斜面であるので、不自然の体形となり疲
労が供うことがあつた。また、ブロツク同志の結
合が充分でなく、地盤の沈下や振動等によつて一
部のブロツクが飛出したりし、それに伴つて全体
が崩壊することがあり、強固な護岸とすることが
できなかつた等の欠点があつた。しかしながら、
本考案は、水平板の一端より内側下方に傾斜板を
一体に形成し、そして水平板と傾斜板との間の中
央と両側に補強部を一体に形成し、傾斜板の両側
間の長さをLとすると、その両側より4分のLの
個所の上下縁に切欠部を設け、該切欠部内に傾斜
板内に埋設した鉄筋の端部を傾斜板の上下縁より
少しく突出したものとしたことにより、傾斜板を
法面に敷設すると水平板が法面に対して階段状に
形成され、ブロツクから突出している鉄筋は互に
重複し、これを溶接して全体一体化するものであ
り、前記の欠点が解消されると同時に、全体が強
固に施工され、傾斜板と水平板との間は陰影部分
ができ魚の生息の場所となつて繁殖にも役立つも
のである。
Conventional blocks constructed on slopes have smooth surfaces or are parallel to the slope even if there are irregularities, so they can slip and fall and cause injury, or in the case of rivers, etc., they can fall into the water. In winter, the water is so cold that it can lead to heart failure, which can lead to unexpected accidents.Fishing on slopes can make your body look unnatural, which can lead to fatigue. In addition, the blocks may not be sufficiently connected to each other, and some blocks may pop out due to ground subsidence or vibration, and the entire structure may collapse, making it impossible to create a strong seawall. There were some shortcomings such as. however,
In this invention, an inclined plate is integrally formed inside and downward from one end of the horizontal plate, and reinforcement parts are integrally formed at the center and both sides between the horizontal plate and the inclined plate, and the length between both sides of the inclined plate is Assuming that L is L, a notch was provided on the upper and lower edges at a location 4/4 L from both sides, and the ends of the reinforcing bars embedded in the inclined plate were made to protrude slightly beyond the upper and lower edges of the inclined plate. As a result, when an inclined plate is laid on a slope, the horizontal plate is formed in a step-like manner on the slope, and the reinforcing bars protruding from the blocks overlap each other and are welded to integrate the whole. At the same time, the above-mentioned drawbacks are solved, and at the same time, the entire construction is made strong, and a shaded area is created between the inclined plate and the horizontal plate, which becomes a habitat for fish and is useful for breeding.

その構造を図面について説明するに、1は水平
板であり、その一端より内側下方に傾斜板2が一
体に形成されている。3は水平板1と傾斜板2と
の間の中央と両側に設けている補強部で、水平板
1と傾斜板2と一体に形成されている。4は傾斜
板の両側間の長さをLとすると、その両側から4
分のLの位置の上下縁に設けられた切欠部であ
り、その内部には傾斜板2の内部に埋設された鉄
筋5の端部が、上下縁より少しく外方に突出して
いる。6は傾斜板2の下縁の上部に設けた切欠
条、4は傾斜板2の上縁上部に設けた切欠条であ
る。8は両側に設けた略三角形の凹所である。9
は基礎、10は切欠条6、7に充填されたモルタ
ル、11は隣接ブロツクの突合せ凹所8、8間に
充填されたモルタルである。
The structure will be explained with reference to the drawings. Reference numeral 1 denotes a horizontal plate, and an inclined plate 2 is integrally formed below one end of the horizontal plate. Reference numeral 3 denotes reinforcing portions provided at the center and both sides between the horizontal plate 1 and the inclined plate 2, and are integrally formed with the horizontal plate 1 and the inclined plate 2. 4 is 4 from both sides, assuming that the length between both sides of the inclined plate is L.
This is a notch provided on the upper and lower edges at the position of L, and the ends of the reinforcing bars 5 buried inside the inclined plate 2 protrude slightly outward from the upper and lower edges. Reference numeral 6 denotes a notch strip provided at the upper part of the lower edge of the inclined plate 2, and numeral 4 denotes a notched strip provided at the upper part of the upper edge of the inclined plate 2. Reference numeral 8 indicates approximately triangular recesses provided on both sides. 9
10 is the mortar filled in the notched strips 6 and 7, and 11 is the mortar filled between the abutting recesses 8 and 8 of the adjacent blocks.

本考案は前記のような構造であるので、法面の
最下部に設けられた基礎9に傾斜板2の下縁を突
合せ、多数のブロツクの側面を突合せて第1段目
を併列し、次いで、第2段目ブロツクは、第1段
目の2個のブロツクに跨つて、第4図、第5図に
示したように併列していくと、上下段のブロツク
の切欠部4、4が合致し、切欠部4、4から突出
している鉄筋5、5が重複することゝなり、鉄筋
5、5を溶接等によつて一体化し、上下段のブロ
ツクの切欠条6、7と切欠部4内にモルタル10
を充填し、隣接ブロツク間の凹所8,8内にモル
タル11を充填して施工を終るものである。よつ
て、本考案によれば、法面全体を覆うことゝな
り、法面がよく被覆され護岸としての目的を充分
に達成している。そして本考案のものは、各ブロ
ツクの切欠部4より鉄筋5が突出されており、上
下のブロツクの鉄筋5、5が重複することゝな
り、該重複部分は溶接等で一体化されモルタル1
0内に埋設されているし、ブロツクは千鳥に敷設
されているので、法面に敷設されている全ブロツ
クは一体化され、強固な護岸とならるものであ
り、地盤の沈下や振動に対しても乱りに個々のブ
ロツクが突出することがない。また、水平板1は
階段状となつて、滑つて水中に落下することがな
く安全に歩行できるし、釣等においては、腰も楽
におろすことができ安全に行うことができる。ま
た、水平板1と傾斜板2、補強部3間には陰影部
ができて魚巣として良適な場所となり、魚類の繁
殖に役立つものであるし、また、該部分は流速を
緩和し、これによつてもよく護岸の目的を達成す
るものである。
Since the present invention has the above-mentioned structure, the lower edge of the inclined plate 2 is butted against the foundation 9 provided at the lowest part of the slope, the side surfaces of a large number of blocks are butted together, and the first stage is lined up. , when the blocks in the second stage are arranged side by side over the two blocks in the first stage as shown in FIGS. 4 and 5, the notches 4, 4 of the blocks in the upper and lower stages are The reinforcing bars 5, 5 that match and protrude from the notches 4, 4 overlap, so the reinforcing bars 5, 5 are integrated by welding or the like, and the notches 6, 7 of the upper and lower blocks are connected to the notches 4. 10 mortar inside
The construction is completed by filling mortar 11 into the recesses 8, 8 between adjacent blocks. Therefore, according to the present invention, since the entire slope is covered, the slope is well covered and the purpose as a seawall is fully achieved. In the case of the present invention, the reinforcing bars 5 protrude from the notches 4 of each block, and the reinforcing bars 5, 5 of the upper and lower blocks overlap, and the overlapping parts are integrated by welding or the like, and the mortar 1
0, and the blocks are laid in a staggered manner, so all the blocks laid on the slope are integrated and form a strong revetment, protecting against ground subsidence and vibration. No individual blocks stand out due to the disturbance. In addition, the horizontal board 1 has a step-like shape so that the user can walk safely without slipping and falling into the water, and when fishing, etc., the user can lower his/her waist easily and safely. In addition, a shaded area is formed between the horizontal plate 1, the inclined plate 2, and the reinforcement part 3, which is a good place for a fish nest, and is useful for breeding fish. In this way, the purpose of the seawall is well achieved.

なお、傾斜板2の上下縁の上部に切欠条6、7
を設け、また、両側に凹所8を設け、多数のブロ
ツクの突合せたその内部にモルタル10、11を
入れると、ブロツク間の隙間を完全に塞ぎ、土砂
の吸出を防止し護岸としての効果をより高くする
ものである。
Note that cutout strips 6 and 7 are provided on the upper and lower edges of the inclined plate 2.
In addition, by providing recesses 8 on both sides and placing mortar 10 and 11 inside the abutted interior of a large number of blocks, the gaps between the blocks are completely closed, preventing the suction of earth and sand, and creating an effect as a seawall. It is something that makes it more expensive.

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

図面は、本考案の一実施例を示すものであつ
て、その第1図は本考案ブロツクの正面側からみ
た斜視図、第2図は裏側からみた斜視図、第3図
は上下ブロツクの接合部分の一部拡大断面図、第
4図は、本考案ブロツクを敷設した護岸の正面
図、第5図は第4図A−A線断面図である。 1……水平板、2……傾斜板、3……補強部、
4……切欠部、5……鉄筋である。
The drawings show one embodiment of the invention, in which Fig. 1 is a perspective view of the block of the invention seen from the front side, Fig. 2 is a perspective view of the block of the invention seen from the back side, and Fig. 3 shows the connection of the upper and lower blocks. FIG. 4 is a front view of a seawall on which blocks of the present invention are installed, and FIG. 5 is a sectional view taken along the line A--A in FIG. 4. 1... Horizontal plate, 2... Inclined plate, 3... Reinforcement part,
4... Notch, 5... Rebar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水平板1の一端より内側下方に傾斜板2を一体
に形成し、水平板1と傾斜板2との間の中央と両
側に補強部3を一体に形成し、傾斜板2の両側間
の長さをLとすると、その両側より4分のLの個
所の上下縁に切欠部4を設け、該切欠部4内に傾
斜板2の内部に埋設した鉄筋5の端部を傾斜板2
の上下縁より少しく突出したことを特徴とした護
岸用ブロツク。
An inclined plate 2 is integrally formed inside and below one end of the horizontal plate 1, reinforcing parts 3 are integrally formed at the center and both sides between the horizontal plate 1 and the inclined plate 2, and the length between both sides of the inclined plate 2 is Assuming that the length is L, a notch 4 is provided on the upper and lower edges at a location 4/4 L from both sides, and the end of the reinforcing bar 5 buried inside the inclined plate 2 is inserted into the cutout 4 into the inclined plate 2.
A block for seawalls that is characterized by protruding slightly from the upper and lower edges of the seawall.
JP16879882U 1982-11-08 1982-11-08 Block for seawall Granted JPS5973419U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16879882U JPS5973419U (en) 1982-11-08 1982-11-08 Block for seawall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16879882U JPS5973419U (en) 1982-11-08 1982-11-08 Block for seawall

Publications (2)

Publication Number Publication Date
JPS5973419U JPS5973419U (en) 1984-05-18
JPS6117050Y2 true JPS6117050Y2 (en) 1986-05-26

Family

ID=30368935

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16879882U Granted JPS5973419U (en) 1982-11-08 1982-11-08 Block for seawall

Country Status (1)

Country Link
JP (1) JPS5973419U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DD235577A1 (en) * 1985-04-01 1986-05-14 Waelzlager Normteile Veb PROCESS FOR PROFILING COLD ROLLING OF RINGS WITH TANGENTIAL EXPANSION

Also Published As

Publication number Publication date
JPS5973419U (en) 1984-05-18

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