JPH0627937U - Slope protection block - Google Patents
Slope protection blockInfo
- Publication number
- JPH0627937U JPH0627937U JP5783292U JP5783292U JPH0627937U JP H0627937 U JPH0627937 U JP H0627937U JP 5783292 U JP5783292 U JP 5783292U JP 5783292 U JP5783292 U JP 5783292U JP H0627937 U JPH0627937 U JP H0627937U
- Authority
- JP
- Japan
- Prior art keywords
- right sides
- connecting member
- sides
- rectangular frame
- protection 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.)
- Granted
Links
- 239000004575 stone Substances 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
Abstract
(57)【要約】
【目的】 接合部が目立ず、且つ連結部材の上を歩道面
として利用できるものを提供することを目的としたもの
である。
【構成】 上下両辺5,10とこれより一段低い左右両
側辺6,11から形成した矩形状枠体4,9を、その左
右両側辺6,11において前記上下両辺5,10と同一
高さで且つ左右両側辺6,11と同一長さの連結部材1
4,18を介して連結するとゝもに、前記矩形状枠体
4,9の内部空間7,12に左右両側辺6,11の上面
と同一高さまで打設したコンクリート25により地盤と
一体化するよう構成したことを特徴とする法面保護ブロ
ック。
(57) [Abstract] [Purpose] The purpose of the present invention is to provide a joint which is inconspicuous and which can be used as a sidewalk on the connecting member. [Structure] Rectangular frame bodies 4 and 9 formed of upper and lower sides 5 and 10 and left and right sides 6 and 11 which are one step lower than them are formed at the same height on the left and right sides 6 and 11 as the upper and lower sides 5 and 10. Also, the connecting member 1 having the same length as the left and right sides 6, 11
When they are connected through 4,18, they are integrated with the ground by concrete 25 that is cast in the internal spaces 7,12 of the rectangular frames 4,9 to the same height as the upper surfaces of the left and right sides 6,11. A slope protection block characterized by being configured as described above.
Description
【0001】[0001]
本考案は、主に川岸の法面を流水による浸食から保護するために使用して最適 な法面保護ブロックに関するものである。 The present invention relates to an optimal slope protection block which is mainly used to protect slopes on a riverbank from erosion due to running water.
【0002】[0002]
従来、この種法面保護ブロックとしては、複数個の枠部材を現場において組立 てて形成する所謂組立て式のものと、完成品のものと大別される。そして、後者 には、全面がコンクリート板で覆われている所謂盤状体のものと、内部に中空部 を有するもの所謂枠状体のものとがあり、盤状体のものはこれを法面に敷設する ことにより完成し、又この枠状体のものは、前記組立て式枠状体のものも同じで あるが、その内部中空部に間詰め石を入れて施工を完了している。 Conventionally, this kind of slope protection block is roughly classified into a so-called assembly type in which a plurality of frame members are assembled and formed on site and a finished product. The latter includes a so-called plate-shaped body whose entire surface is covered with a concrete plate and a so-called frame-shaped body having a hollow part inside, and the plate-shaped body has a sloped surface. The frame-shaped body is the same as the prefabricated frame-shaped body, but the filling work is completed by inserting filling stones in the inner hollow part.
【0003】[0003]
しかし、上記の如き従来のものはいずれも、敷設後におけるブロックとブロッ クとの間の接合部分が目立って、全体の景観を損なう虞れがある。特に敷設する 法面がカーブしているような場合、各ブロック間の接合部においてこのカーブに 対応することになるため、この接合部の目地巾が上下において異なってきて、前 記の如き景観の悪さが一層顕著に現れてくるといった欠点がある。更に、この種 法面保護ブロックを法面全体に敷設した場合、これを保守管理する作業者や一般 人は、ブロック上を歩くことになるが、ブロック上には凹凸があり且つ滑り易く 危険であるため、所望箇所に別途階段を設ける必要があり、コスト高となるとい った問題点もある。 However, in any of the above-mentioned conventional ones, the joint between the block and the block after laying is conspicuous, and there is a risk of spoiling the overall landscape. In particular, when the slope to be laid is curved, the joint between blocks will correspond to this curve, so the joint width of this joint will be different at the top and bottom, and the landscape as described above will be different. There is a drawback that the badness becomes more prominent. Furthermore, if this kind of slope protection block is laid on the entire slope, workers and ordinary people who maintain it will walk on the block, but there is unevenness on the block and it is slippery and dangerous. Therefore, it is necessary to provide a separate stair at a desired location, which causes a problem that the cost becomes high.
【0004】[0004]
本考案は、上記のような従来の問題点を解決するために成されたもので、矩形 状枠体の接合部となる左右両側辺を一段低く形成し、これよりも一段高い上下両 辺と同じ高さの連結部材を介して連結することにより、接合部が目立ず、且つ連 結部材の上を歩道面として利用できるものを提供することを目的としたものであ り、その要旨は、上下両辺とこれより一段低い左右両側辺から形成した矩形状枠 体を、その左右両側辺において前記上下両辺と同一高さで且つ左右両側辺と同一 長さの連結部材を介して連結するとゝもに、前記矩形状枠体の内部空間に左右両 側辺の上面と同一高さまで打設したコンクリートにより地盤と一体化するよう構 成したことを特徴とする法面保護ブロックにある。 The present invention was made in order to solve the above-mentioned conventional problems, in which both the left and right sides, which are the joints of the rectangular frame, are formed one step lower and the upper and lower sides are one step higher than this. The purpose of the present invention is to provide one that can be used as a sidewalk surface above the connecting members by making the joints inconspicuous by connecting them via connecting members of the same height. When connecting a rectangular frame formed of both upper and lower sides and lower left and right sides to the left and right sides through a connecting member having the same height as the upper and lower sides and the same length as the left and right sides. In particular, the slope protection block is characterized in that it is constructed so as to be integrated with the ground by concrete cast in the inner space of the rectangular frame body to the same height as the upper surfaces of the left and right sides.
【0005】[0005]
以下、本考案を図1乃至図8に示す実施例により詳細に説明する。なお、図1 は本考案に係る法面保護ブロックを敷設した状態の平面図、図2は図1のI−I 線断面図で、図3は図1のII− II 線断面一部省略拡大図、図4は図1のIII − III 線断面拡大図、図5は下段用の矩形状枠体の斜視図、図6は上段用の矩形状 枠体の斜視図、図7は下段用の連結部材の斜視図、図8は上段用の連結部材の斜 視図である。 Hereinafter, the present invention will be described in detail with reference to the embodiments shown in FIGS. 1 is a plan view of a slope protection block according to the present invention laid, FIG. 2 is a sectional view taken along the line I-I of FIG. 1, and FIG. 3 is a partially omitted sectional view taken along the line II-II of FIG. Fig. 4, Fig. 4 is an enlarged sectional view taken along the line III-III of Fig. 1, Fig. 5 is a perspective view of a rectangular frame body for the lower stage, Fig. 6 is a perspective view of a rectangular frame body for the upper stage, and Fig. 7 is a lower stage. FIG. 8 is a perspective view of the connecting member, and FIG. 8 is a perspective view of the connecting member for the upper stage.
【0006】 図において、1は所定の傾斜角度を有する川岸などの法面で、該法面1上には 割栗石2が均一な厚さで敷き詰められており、前記法面1の下端部である法留に はコンクリートにより基礎工3Aが、また上端部には天端工3Bが夫々形成され ている。In the figure, reference numeral 1 denotes a slope such as a riverbank having a predetermined inclination angle, on which slope 2 is spread a uniform thickness, and at the lower end of the slope 1. A foundation work 3A is formed from concrete on a certain homu, and a top work 3B is formed on the upper end.
【0007】 4は最下段に用いる下段用の矩形状枠体で、図5に示すように、上下両辺5, 5と左右両側辺6,6とから夫々構成されていて中央に内部空間7を形成したも ので、前記上下両辺5,5の上面5aは左右両側辺6,6の上面6aより一段高 く形成されている。そして、その下端が前記基礎工3Aと面接するよう、下辺5 の上面下部には下降傾斜面5bが形成されている。なお、図中、8Aは上辺5の 側面に貫通したボルト挿通用の連通孔で、8Bは左右両側辺6,6の側面に貫通 した連通孔である。Reference numeral 4 denotes a rectangular frame body for the lower stage used in the lowermost stage. As shown in FIG. 5, it is composed of upper and lower sides 5, 5 and left and right sides 6, 6, respectively, and has an internal space 7 in the center. Since it is formed, the upper surfaces 5a of the upper and lower sides 5 and 5 are formed one step higher than the upper surfaces 6a of the left and right sides 6 and 6. Then, a descending inclined surface 5b is formed on the lower part of the upper surface of the lower side 5 so that the lower end thereof comes into contact with the foundation work 3A. In the figure, 8A is a communication hole for inserting a bolt, which penetrates the side surface of the upper side 5, and 8B is a communication hole which penetrates the side surfaces of the left and right sides 6, 6.
【0008】 9は次段以降に用いる上段用の矩形状枠体で、図6に示すように、上下両辺1 0,10と左右両側辺11,11とから夫々構成されていて、中央に内部空間1 2を形成したもので、その形状及び大きさは前記下段用の矩形状枠体4とほゞ同 一のものであり、下辺10の上面10aがフラット面で形成されている点におい て主な相違がある。なお、図中13Aは上下両辺10,10の側面に貫通した連 通孔、13Bは左右両側辺11,11の側面に貫通した連通孔で、この各連通孔 13A,13Bは夫々前記下段用の矩形状枠体4の前記連通孔8A,8Bと夫々 同一位置に形成されている。Reference numeral 9 denotes a rectangular frame for the upper stage, which is used in the subsequent stages. As shown in FIG. 6, it is composed of upper and lower sides 10, 10 and left and right side sides 11, 11, respectively, and has an internal portion at the center. A space 12 is formed, and its shape and size are almost the same as those of the lower rectangular frame 4, and the upper surface 10a of the lower side 10 is a flat surface. There are major differences. In the figure, 13A is a communication hole penetrating the side surfaces of the upper and lower sides 10, 10, 13B is a communication hole penetrating the side surfaces of the left and right sides 11, 11, and each of the communication holes 13A, 13B is for the lower stage. The rectangular frame body 4 is formed at the same position as the communication holes 8A and 8B, respectively.
【0009】 14は最下段に用いる下段用の連結部材で、図7に示すように、横断面矩形の 棒状体で形成されており、長さは前記矩形状枠体4,9の両側辺6,11と同一 長で、高さは上下両辺5,10と同一高さに夫々形成されており、下端には下段 用の矩形状枠体4の下辺5の上面下部に形成した前記下降傾斜面5bと同じ勾配 の下降傾斜面14aが形成されている。なお、図中15は上端面に形成した係合 用凹部で、16は上面に形成した滑り止め部、17は側面に穿設した横孔17a の深部に埋め込んだアンカーナットであり、該アンカーナット17は各矩形状枠 体4,9の側辺6,11に形成した前記連通孔8B,13Bと夫々同一位置に形 成されている。Reference numeral 14 denotes a lower-stage connecting member used in the lowermost stage, and as shown in FIG. 7, it is formed of a rod-shaped body having a rectangular cross section, and has a length of 6 on both sides of the rectangular frame bodies 4 and 9. , 11 and the same height as the upper and lower sides 5, 10 respectively. The lower end of the lower side 5 of the rectangular frame 4 for the lower stage is formed at the lower end with the descending inclined surface. A descending slope 14a having the same slope as 5b is formed. In the figure, reference numeral 15 is a recess for engagement formed on the upper end surface, 16 is a non-slip portion formed on the upper surface, 17 is an anchor nut embedded in the deep portion of the lateral hole 17a formed on the side surface. Reference numeral 17 is formed at the same position as the communication holes 8B and 13B formed on the side edges 6 and 11 of the rectangular frames 4 and 9, respectively.
【0010】 18は次段以降に用いる連結部材で、図8に示すように、上端面に形成した係 合用凹部19A,上面に形成した滑り止め部20,側面に穿設した横孔21aの 深部に埋め込んだアンカーナット21等を含め、前記下段用の連結部材14とほ ゞ同一形状のもので、下端面に前記係合用凹部19Aと係合する係合用凸部19 Bが形成されている点でのみ相違するものである。Reference numeral 18 denotes a connecting member to be used in the subsequent stages, and as shown in FIG. 8, the engaging recess 19A formed on the upper end surface, the slip preventing portion 20 formed on the upper surface, and the deep portion of the lateral hole 21a formed on the side surface. Including the anchor nut 21 and the like embedded in the same, it has substantially the same shape as the lower connecting member 14 and has an engaging protrusion 19B formed on the lower end surface for engaging with the engaging recess 19A. Is different only in.
【0011】 そこで、施工に際しては、法面1上に敷き詰めた割栗石2上に、下段用の矩形 状枠体4,4をその下辺5の斜面部5aを基礎工3Aと当接せしめながら、所望 の間隔を置いて並列して敷設する。そして、この矩形状枠体4,4間に、その側 辺6,6と面接せしめて下段用の連結部材14を配設し、矩形状枠体4の内部空 間7側からその側辺6の連通孔8B内にボルト22を挿通するとゝもに、連結部 材14の横孔17aの深部に埋め込んだアンカーナット17に螺合し、これを締 め付けることにより下段用の矩形状枠体4,4を下段用の連結部材14を介して を連結して、横方向に連続して敷設する。Therefore, at the time of construction, while placing the rectangular frame bodies 4 and 4 for the lower stage on the split stones 2 spread on the slope 1 while abutting the slope 5a of the lower side 5 with the foundation work 3A, Lay in parallel at desired intervals. Then, a connecting member 14 for the lower stage is disposed between the rectangular frames 4 and 4 so as to be in face-to-face contact with the sides 6 and 6 thereof, and the side 6 from the inner space 7 side of the rectangular frame 4 is arranged. When the bolt 22 is inserted into the communication hole 8B of the above, it is screwed into the anchor nut 17 embedded in the deep portion of the lateral hole 17a of the connecting member 14 and is tightened to tighten the rectangular frame body for the lower stage. 4, 4 are connected via the connecting member 14 for the lower stage, and are laid continuously in the lateral direction.
【0012】 このようにして、下段用の矩形状枠体4,4を下段用の連結部材14を介して 法面1上の下段に並列して敷設した後、下段用の矩形状枠体4の上方に上段用の 矩形状枠体9を、また下段用の連結部材14の上方に上段用の連結部材18を夫 々配設する。そして、上下両段の矩形状枠体4,9とは上下辺5,10に夫々形 成した連通孔8A,13Aに挿通したボルトとナット23締めによって連結する とゝもに、下段用の連結部材14と上段用の連結部材18とを、その上下両端面 に夫々形成した係合用凹凸部15,19Bを係合させて接合するとゝもに、前記 と同様の作業により、上段用の矩形状枠体9,9同士をその左右両側辺11の部 分において上段用の連結部材18を介してボルト22により連結し、縦方向に敷 設する。In this way, after the lower rectangular frames 4 and 4 are laid in parallel with the lower one on the slope 1 via the lower connecting member 14, the lower rectangular frames 4 are arranged. The rectangular frame body 9 for the upper stage is arranged above the above, and the connecting member 18 for the upper stage is arranged above the connecting member 14 for the lower stage. The upper and lower rectangular frames 4 and 9 are connected to each other by tightening the bolts and nuts 23 that are inserted into the communication holes 8A and 13A formed in the upper and lower sides 5 and 10, respectively. The member 14 and the connecting member 18 for the upper step are joined by engaging the concave and convex portions 15 and 19B for engagement formed on the upper and lower end surfaces thereof, respectively, and the rectangular shape for the upper step is formed by the same operation as described above. The frame bodies 9 and 9 are connected to each other at their left and right sides 11 by bolts 22 via connecting members 18 for the upper stage and laid vertically.
【0013】 その後、各矩形状枠体4,9の内部空間7,12内にそれぞれ中詰用砂利24 を敷き詰め、その上に中詰用コンクリート25を一段低い左右両側辺6,11の 上面6b,11aと同一高さまで打設し、下の中詰用砂利24や割栗石2等と一 体化する。これにより、各矩形状枠体4,9と連結部材14,18との接合部は 夫々、この接合部よりも一段と高い連結部材14,18の側面下部に位置するこ とになり、正面から見た場合でも目立たないし、斜め方向からは連結部材14, 18の上面に遮られて見えない。また、縦方向に延びたこの一段高い連結部材1 4,18と、該連結部材14,18と同じ高さの横方向に延びた上下両辺5,1 0により格子状の凹凸模様が形成されることになり、見栄えがよい。更に又連結 部材14,18は一段と高いため、この上面を歩道用として利用でき、別途階段 を形成する必要もない。After that, the filling gravel 24 is laid in the inner spaces 7 and 12 of the rectangular frames 4 and 9, respectively, and the filling concrete 25 is placed on the upper surfaces 6b of the lower left and right side edges 6 and 11, respectively. , 11a and the same height, and integrated with the gravel 24 for filling and the split stone 2 below. As a result, the joints between the rectangular frames 4 and 9 and the connecting members 14 and 18 are located at the lower portions of the side surfaces of the connecting members 14 and 18 which are much higher than the joints, and are seen from the front. Even if it does, it is not conspicuous and cannot be seen because it is blocked by the upper surfaces of the connecting members 14 and 18 from an oblique direction. In addition, a lattice-shaped concave-convex pattern is formed by the connecting members 14, 18 extending in the vertical direction and the upper and lower sides 5, 10 extending in the horizontal direction at the same height as the connecting members 14, 18. And it looks good. Furthermore, since the connecting members 14 and 18 are much higher, the upper surface of the connecting members 14 and 18 can be used as a sidewalk, and it is not necessary to form a separate staircase.
【0014】 以上の実施例では、直線状の法面に敷設する場合について説明したが、法面が カーブしている場合については、各矩形状枠体4,9と連結部材14,18との 接合部においてこれに対応し、両者間に形成される三角形状の隙間に、セメント モルタルを一段低い左右両側辺6,11の上面6b,11aと同一高さまで打設 することにより行う。この場合においても、このセメントモルタル打設部は、こ れよりも一段と高い連結部材14,18の側面下部に位置することになり、斜め 方向からは連結部材14,18の上面に遮られて見えい。In the above embodiments, the case of laying on a straight slope is described. However, when the slope is curved, the rectangular frames 4 and 9 and the connecting members 14 and 18 are connected to each other. Corresponding to this at the joint portion, cement mortar is placed in the triangular gap formed between the two so as to be flush with the upper surfaces 6b and 11a of the lower left and right side edges 6 and 11. Even in this case, this cement mortar placing portion is located at a lower part of the side surface of the connecting members 14 and 18 which is much higher than this, and it is seen that it is blocked by the upper surfaces of the connecting members 14 and 18 from an oblique direction. Yes.
【0015】[0015]
本考案に係る法面保護ブロックは、上記のように、上下両辺とこれより一段低 い左右両側辺から形成した矩形状枠体を、その左右両側辺において前記上下両辺 と同一高さで且つ左右両側辺と同一長さの連結部材を介して連結するとゝもに、 前記矩形状枠体の内部空間に左右両側辺の上面と同一高さまで打設したコンクリ ートにより地盤と一体化するよう構成したものであるから、接合部は一段と高い 連結部材の側面下部に位置して目立たないとゝもに、縦方向に延びたこの一段高 い連結部材と、該連結部材と同じ高さの横方向に延びた上下両辺により格子状の 凹凸模様が形成されることになり、景観が向上する。また、この連結部材の上面 を歩道用として利用できるため、別途階段を形成する必要がないので、工事費用 が廉価となるといった諸効果がある。 As described above, the slope protection block according to the present invention has a rectangular frame body formed of upper and lower sides and left and right sides which are one step lower than the upper and lower sides. When connected through connecting members of the same length on both sides, it is constructed so as to be integrated with the ground by a concrete cast into the internal space of the rectangular frame to the same height as the upper surfaces of the left and right sides. Therefore, the joint is located at the lower part of the side surface of the connecting member which is higher than the connecting member, and it is not conspicuous. The upper and lower sides extending to form a grid-like uneven pattern, improving the scenery. In addition, since the upper surface of this connecting member can be used for sidewalks, there is no need to form a separate staircase, which has the effect of reducing construction costs.
【図1】本考案に係る法面保護ブロックを敷設した状態
の平面図である。FIG. 1 is a plan view of a slope protection block according to the present invention in a laid state.
【図2】図1のI−I線断面図である。FIG. 2 is a sectional view taken along line I-I of FIG.
【図3】図1のII− II 線断面一部省略拡大図である。FIG. 3 is an enlarged view of a part of the cross section taken along the line II-II of FIG.
【図4】図1のIII −III 線断面拡大図である。4 is an enlarged cross-sectional view taken along line III-III of FIG.
【図5】下段用の矩形状枠体の斜視図である。FIG. 5 is a perspective view of a lower rectangular frame body.
【図6】上段用の矩形状枠体の斜視図である。FIG. 6 is a perspective view of an upper rectangular frame.
【図7】下段用の連結部材の斜視図である。FIG. 7 is a perspective view of a lower connecting member.
【図8】上段用の連結部材の斜視図である。FIG. 8 is a perspective view of an upper connecting member.
1 法面 2 割栗石 3A 基礎工 3B 天端工 4 下段用の矩形状枠体 5 上下両辺 5a 上面 6 左右両側辺 7,内部空間 8 連通孔 9 上段用の矩形状枠体 10 上下両辺 11 左右両側辺 12 内部空間 13 連通孔 14 下段用の連結部材 14a 上面 15 係合用凹部 16 滑り止め部 17 アンカーナット 17a 横孔 18 上段用の連結部材 19A 係合用凹部 19B 係合用凸部 20 滑り止め部 21 アンカーナット 21a 横孔 22 ボルト 23 ボルト・ナット 24 中詰用砂利 25 中詰用コンクリート 1 Slope 2 Split stone 3A Basic work 3B Top end work 4 Rectangular frame for lower stage 5 Upper and lower sides 5a Upper surface 6 Left and right sides 7, Internal space 8 Communication hole 9 Rectangular frame for upper stage 10 Upper and lower sides 11 Left and right Both sides 12 Internal space 13 Communication hole 14 Lower stage connecting member 14a Upper surface 15 Engagement recess 16 Skid stop 17 Anchor nut 17a Lateral hole 18 Upper stage connecting member 19A Engagement recess 19B Engagement protrusion 20 Skid stop 21 Anchor nut 21a Horizontal holes 22 Bolts 23 Bolts and nuts 24 Gravel for fillings 25 Concrete for fillings
Claims (2)
から形成した矩形状枠体を、その左右両側辺において前
記上下両辺と同一高さで且つ左右両側辺と同一長さの連
結部材を介して連結するとゝもに、前記矩形状枠体の内
部空間に左右両側辺の上面と同一高さまで打設したコン
クリートにより地盤と一体化するよう構成したことを特
徴とする法面保護ブロック。1. A rectangular frame body having upper and lower sides and left and right sides which are one step lower than the upper and lower sides, with a connecting member having the same height on both the left and right sides as the upper and lower sides and the same length as the left and right sides. A slope protection block characterized in that it is integrated with the ground by concrete cast into the inner space of the rectangular frame body to the same height as the upper surfaces of the left and right sides when connected.
ことを特徴とする請求項1記載の法面保護ブロック。2. The slope protection block according to claim 1, wherein a slip preventing portion is formed on the upper surface of the connecting member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5783292U JPH0732594Y2 (en) | 1992-07-24 | 1992-07-24 | Slope protection block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5783292U JPH0732594Y2 (en) | 1992-07-24 | 1992-07-24 | Slope protection block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0627937U true JPH0627937U (en) | 1994-04-15 |
| JPH0732594Y2 JPH0732594Y2 (en) | 1995-07-26 |
Family
ID=13066921
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5783292U Expired - Lifetime JPH0732594Y2 (en) | 1992-07-24 | 1992-07-24 | Slope protection block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0732594Y2 (en) |
-
1992
- 1992-07-24 JP JP5783292U patent/JPH0732594Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0732594Y2 (en) | 1995-07-26 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |