JPH0732594Y2 - Slope protection block - Google Patents

Slope protection block

Info

Publication number
JPH0732594Y2
JPH0732594Y2 JP5783292U JP5783292U JPH0732594Y2 JP H0732594 Y2 JPH0732594 Y2 JP H0732594Y2 JP 5783292 U JP5783292 U JP 5783292U JP 5783292 U JP5783292 U JP 5783292U JP H0732594 Y2 JPH0732594 Y2 JP H0732594Y2
Authority
JP
Japan
Prior art keywords
rectangular frame
sides
connecting member
protection block
slope protection
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
JP5783292U
Other languages
Japanese (ja)
Other versions
JPH0627937U (en
Inventor
寔 桜井
武昌 早坂
啓 佐藤
Original Assignee
前田製管株式会社
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 前田製管株式会社 filed Critical 前田製管株式会社
Priority to JP5783292U priority Critical patent/JPH0732594Y2/en
Publication of JPH0627937U publication Critical patent/JPH0627937U/en
Application granted granted Critical
Publication of JPH0732594Y2 publication Critical patent/JPH0732594Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an optimal slope protection block which is mainly used for protecting slopes on river banks from erosion by running water.

【0002】[0002]

【従来の技術】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、完成品のものとに大別される。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。
2. Description of the Related Art 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 portion inside, and the plate-shaped body has a sloped surface. The construction of the frame-shaped body is the same as that of the above-mentioned assembled frame-shaped body.

【0003】[0003]

【考案が解決しようとする問題点】しかし、上記のよう
な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, there is a risk that the joint portion between the blocks after laying is conspicuous and the entire landscape is spoiled. In particular, when the slope to be laid is curved, the joint between the blocks will correspond to this curve, so the joint width of this joint will be different at the top and bottom, and the poor scenery as described above. Has the drawback that it appears more prominently. 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,
Since the block has unevenness and is slippery and dangerous, it is necessary to separately provide a stair at a desired position, which causes a problem of high cost.

【0004】[0004]

【問題点を解決するための手段】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上下両辺より一段低
く形成し、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と、その左右両側辺
に連結する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とからなり、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されることを特徴とする法面
保護ブロックにある。
The present invention has been made to solve the above-mentioned conventional problems, and the left and right sides, which are the joint portions of the rectangular frame, are formed one step higher than the upper and lower sides. The purpose of the present invention is to provide a product which is formed low and is connected through a connecting member having the same height as the upper and lower sides so that the joint is inconspicuous and the upper part of the connecting member can be used as a sidewalk surface. The gist of the invention is a rectangular frame body formed of both upper and lower sides and left and right lower sides which are one step lower than that, and a connecting member having the same height as the upper and lower sides and the same length as the left and right sides. The slope protection block is characterized in that it is integrated with the ground by concrete cast into the internal space of the rectangular frame body to the same height as the upper surfaces of the left and right sides.

【0005】[0005]

【実施例】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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the embodiments shown in FIGS. 1 is a plan view showing a state where the slope protection block according to the present invention is laid, and FIG.
1 is a sectional view taken along the line I, FIG. 3 is an enlarged view of the sectional view taken along the line II-II of FIG. 1, FIG. 4 is an enlarged view of the sectional view taken along the line III-III of FIG. 1, and FIG. 5 is a perspective view of a rectangular frame for the lower stage. 6 is a perspective view of the rectangular frame for the upper stage, FIG. 7 is a perspective view of the connecting member for the lower stage, 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 is a slope having a predetermined inclination angle, such as a riverbank, on which slopes 2 are spread with 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 lower rectangular frame used for the lowermost stage, and 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. The upper surfaces 5a of the upper and lower sides 5 and 5 are formed higher than the upper surfaces 6a of the left and right sides 6 and 6. Then, a descending inclined surface 5b is formed at 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10,10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12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10,1
0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8
A,8Bと夫々同一位置に形成されている。
Reference numeral 9 is 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 sides 11, 11, respectively, and has an internal space at the center. 12 is formed, the shape and size of which are substantially the same as those of the rectangular frame 4 for the lower stage.
The main difference is that the upper surface 10a of the above is formed as a flat surface. In the figure, 13A is the upper and lower sides 10, 1.
Communication hole penetrating the side surface of 0, 13B is the left and right side edges 11,
11 is a communication hole penetrating the side surface of each of the communication holes 13A,
13B are the communication holes 8 of the lower rectangular frame 4 respectively.
They are formed at the same positions as A 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
Has the same length as that of the upper and lower sides 5 and 10, and has a lower end with the descending inclined surface 5b formed on the lower portion of the upper surface of the lower side 5 of the rectangular frame 4 for the lower stage. A descending slope 14a having the same slope is formed. In addition, 15 in the figure
Is an engaging recess 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 part of the lateral hole 17a formed on the side surface, and the anchor nut 17 is a rectangular frame. It is formed at the same position as the communication holes 8B and 13B formed on the side edges 6 and 11 of the bodies 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21
a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19B
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 used in the subsequent stages, which is shown in FIG.
As shown in FIG. 5, the engaging recess 19A formed on the upper end surface, the slip preventing portion 20 formed on the upper surface, and the lateral hole 21 formed on the side surface.
Including the anchor nut 21 and the like embedded in the deep portion of a, it has substantially the same shape as the lower connecting member 14, and the engaging projection 19B engages with the engaging recess 19A at the lower end surface.
Is formed only in that the difference is formed.

【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5b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, the rectangular frame bodies 4 and 4 for the lower stage are placed on the split stones 2 spread on the slope 1 while abutting the slope 5b of the lower side 5 with the foundation work 3A,
Lay in parallel at desired intervals. Then, the 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 of the side 6 from the internal space 7 side of the rectangular frame 4 is disposed. When the bolt 22 is inserted into the communication hole 8B, it is screwed into the anchor nut 17 embedded in the deep portion of the lateral hole 17a of the connecting member 14 and tightened to form the lower rectangular frame bodies 4 and 4. They are connected via the lower connecting member 14 and are continuously laid 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, the lower rectangular frame 4,
After laying 4 in parallel to the lower stage on the slope 1 via the lower stage connecting member 14, the rectangular frame 9 for the upper stage and the rectangular frame 9 for the lower stage are provided above the rectangular frame 4 for the lower stage. The upper connecting members 18 are arranged above the connecting members 14, respectively. The upper and lower rectangular frames 4 and 9 and the bolts and nuts 23 inserted into the communication holes 8A and 13A formed in the upper and lower sides 5 and 10, respectively.
When connecting by tightening, the lower connecting member 14
The upper and lower connecting members 18 are joined to each other by engaging the engaging concave-convex portions 15 and 19B formed on the upper and lower end surfaces thereof, respectively, and by joining the upper and lower rectangular frame members by the same operation as described above. 9, 9 are connected to each other by bolts 22 on the left and right sides 11 via connecting members 18 for the upper stage, and are 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6a,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14,18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5,10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 internal spaces 7 and 12 of the rectangular frames 4 and 9, respectively, and the filling concrete 25 is placed on the left and right sides 6, which are one step lower.
It is cast up to the same height as the upper surfaces 6a, 11a of 11 and is integrated with the gravel 24 for filling and the split stone 2, etc. below. This allows
The joints between the rectangular frames 4 and 9 and the connecting members 14 and 18 are respectively higher than the joints.
Since it is located at the lower part of the side surface of the connection member, it is not conspicuous even when viewed from the front, and cannot be seen because it is blocked by the upper surfaces of the connecting members 14 and 18 from an oblique direction. Further, a lattice-shaped uneven pattern is formed by the vertically extending connecting members 14, 18 and the upper and lower sides 5, 10 extending in the horizontal direction at the same height as the connecting members 14, 18. It looks good.
Furthermore, since the connecting members 14 and 18 are much higher, the upper surface thereof 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6a,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
モルタルの打設部は、これよりも一段と高い連結部材1
4,18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, but when the slope is curved, each rectangular frame 4, 9 and the connecting members 14, 18 are used.
Corresponding to this at the joint portion with and, the cement mortar is cast in the triangular gap formed between the two so as to have the same height as the upper surfaces 6a, 11a of the lower left and right sides 6,11. Even in this case, the cement mortar placing portion is much higher than this.
Since they are located below the side surfaces of the connecting members 14 and 18, they can be seen by being blocked by the upper surfaces of the connecting members 14 and 18 from an oblique direction.

【0015】[0015]

【考案の効果】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と、その左右両側辺に連結する前記
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
部材とからなり、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
盤と一体化される構成であるから、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
の連結部材の上面に滑り止め部を形成することにより歩
道路として利用できるため、別途階段を形成する必要が
なく、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 lower sides which are one step lower, and the upper and lower sides connected to the left and right sides. It is composed of connecting members of the same height and both left and right sides and the same length, and is integrated with the ground by concrete cast into the internal space of the rectangular frame body to the same height as the upper surfaces of the left and right sides. Therefore, the joint is located in the lower part of the side surface of the higher connecting member and is not conspicuous, and this vertically extending connecting member and the vertically extending upper and lower parts which are at the same height as the connecting member. A grid-like uneven pattern is formed by both sides, improving the scenery. Further, by forming a non-slip portion on the upper surface of the connecting member, it can be used as a walkway, so that it is not necessary to separately form stairs, and there are various effects that the construction cost can be reduced.

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

【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.

【符号の説明】[Explanation of symbols]

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)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 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と、その左右両側辺に連結する
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
連結部材とからなり、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
り地盤と一体化される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, and connected to the left and right sides thereof. The same height as the upper and lower sides and the same length as the left and right sides. consists of a a of the connecting member, slope protection block characterized in that it is integrated with the ground by concrete and pouring to the upper surface and the same height as the left and right both sides in the interior space of the rectangular frame.
【請求項2】 連結部材の上面に滑り止め部を形成した
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.
JP5783292U 1992-07-24 1992-07-24 Slope protection block Expired - Lifetime JPH0732594Y2 (en)

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 JPH0627937U (en) 1994-04-15
JPH0732594Y2 true 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)

Also Published As

Publication number Publication date
JPH0627937U (en) 1994-04-15

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