JPH0627938U - Slope protection block - Google Patents

Slope protection block

Info

Publication number
JPH0627938U
JPH0627938U JP5783392U JP5783392U JPH0627938U JP H0627938 U JPH0627938 U JP H0627938U JP 5783392 U JP5783392 U JP 5783392U JP 5783392 U JP5783392 U JP 5783392U JP H0627938 U JPH0627938 U JP H0627938U
Authority
JP
Japan
Prior art keywords
sides
connecting member
rectangular frame
stage
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.)
Granted
Application number
JP5783392U
Other languages
Japanese (ja)
Other versions
JPH0732595Y2 (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 JP5783392U priority Critical patent/JPH0732595Y2/en
Publication of JPH0627938U publication Critical patent/JPH0627938U/en
Application granted granted Critical
Publication of JPH0732595Y2 publication Critical patent/JPH0732595Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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とその両端の内側に連設したこれ
より一段低い左右両側辺6とからなる矩形状枠体を、そ
の両側辺6側において前記上下両辺5と同一高さで且つ
左右両側辺6と同一長さの連結部材19を介して連結す
るとゝもに、前記矩形状枠体の内部空間7と左右両側辺
6及び連結部材19とにより形成される空間33内に前
記左右両側辺6の上面6Aと同一高さまで打設したコン
クリート35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] A rectangular frame body composed of upper and lower sides 5 and left and right side sides 6 which are lower than the upper and lower sides in a continuous manner is provided on both side sides 6 at the same height as the upper and lower sides 5 and on both left and right sides. When connecting through the connecting member 19 having the same length as the side 6, the left and right side sides are formed in the space 33 formed by the inner space 7 of the rectangular frame and the left and right side sides 6 and the connecting member 19. A slope protection block characterized in that it is constructed so as to be integrated with the ground by concrete 35 cast to the same height as the upper surface 6A of 6.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

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]

【従来の技術】[Prior art]

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 assembled 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]

【考案が解決しようとする問題点】[Problems to be solved by the device]

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, which may impair 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]

【問題点を解決するための手段】[Means for solving problems]

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、上下両辺とその両端の内側に連設したこれより一段低い左右両 側辺とからなる矩形状枠体を、その両側辺側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 体の内部空間と左右両側辺及び連結部材とにより形成される空間内に前記左右両 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. , A rectangular frame consisting of both upper and lower sides and left and right side sides connected to the inside of both ends, which is one step lower than this, and has the same height on both side sides as the upper and lower sides and the same length as both left and right sides. When connecting through the connecting members, the concrete that is cast to the same height as the upper surfaces of the left and right sides in the space formed by the inner space of the rectangular frame and the left and right sides and the connecting member. It is specially designed to be integrated with the ground by In slope protection block to.

【0005】[0005]

【実施例】【Example】

以下、本考案を図1乃至図10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は図1のIV− IV 線断面一部省略拡大図、図6は下段 用の矩形状枠体の斜視図、図7は中段用の矩形状枠体の斜視図、図8は上段用の 矩形状枠体の斜視図、図9は下段用の連結部材の斜視図、図10は中段用の連結 部材の斜視図、図11は下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 the slope protection block according to the present invention laid, FIG. 2 is a sectional view taken along the line II of FIG. 1, and FIG. 3 is a partial omission of the sectional view taken along the line II-II of FIG. Fig. 4, Fig. 4 is an enlarged view of a section taken along the line III-III of Fig. 1, Fig. 5 is an enlarged view of a part of the section taken along line IV-IV of Fig. 1, Fig. 6 is a perspective view of a rectangular frame body for the lower stage, and Fig. 7 is shown. FIG. 8 is a perspective view of a rectangular frame body for the upper stage, FIG. 9 is a perspective view of a connecting member for the lower stage, FIG. 10 is a perspective view of a connecting member for the middle stage, and FIG. 11 is a perspective view of a lower stage connecting member.

【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、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. At a certain homu, a foundation work 3A is formed of concrete, and a top work 3B is formed at the upper end.

【0007】 4は最下段に用いる下段用の矩形状枠体で、図6に示すように、上下両辺5, 5と、その両端5Aから内側に寄った位置に連設した左右両側辺6,6とから夫 々構成されていて、中央に内部空間7を形成したものであり、前記上下両辺5, 5の上面5B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5C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。As shown in FIG. 6, reference numeral 4 denotes a lower rectangular frame used for the lowermost stage. As shown in FIG. 6, both upper and lower sides 5, 5 and left and right side sides 6, which are continuously arranged at positions inward from both ends 5A thereof. 6 and each has an internal space 7 formed in the center thereof, and the upper surfaces 5B of the upper and lower sides 5, 5 are formed one step higher than the upper surfaces 6A of the left and right sides 6, 6. Then, a descending inclined surface 5C 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は中段に用いる中段用の矩形状枠体で、図7に示すように、上下両辺10, 10と、その両端10Aから内側に寄った位置に連設した左右両側辺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 10B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1 3A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 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 body for the middle stage, which is used for the middle stage. As shown in FIG. 7, both upper and lower sides 10 and 10 and left and right side sides 11 and 11 connected inward from both ends 10A thereof. And the inner space 12 is formed in the center, and the shape and size thereof are almost the same as the rectangular frame body 4 for the lower stage, and the upper surface 10B of the lower side 10 is The main difference is that it is formed with a flat surface. 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 a rectangular shape for the lower stage. The shape frame 4 is formed at the same position as the communication holes 8A and 8B, respectively.

【0009】 14は最上段に用いる上段用の矩形状枠体で、図8に示すように、上下両辺1 5,15と、その両端15Aから内側に寄った位置に連設した左右両側辺16, 16とから夫々構成されていて、中央に内部空間17を形成したもので、その形 状及び大きさは、前記中段用の矩形状枠体9とほゞ同一のものであり、上辺15 の上端面15Bを前記天端工3Bと面接する傾斜面とした点において主な相違が ある。なお、図中18Aは上下両辺15,15の側面に貫通した連通孔、18B は左右両側辺16,16の側面に貫通した連通孔で、この各連通孔18A,18 Bは夫々前記中段用の矩形状枠体9に形成した前記連通孔13A,13Bと夫々 同一位置に形成されている。As shown in FIG. 8, reference numeral 14 denotes an upper rectangular frame used at the uppermost stage. As shown in FIG. 8, both upper and lower sides 15 and 15 and left and right side sides 16 which are continuously provided at positions inward from both ends 15A thereof. , 16 with an internal space 17 formed in the center, the shape and size of which are almost the same as those of the rectangular frame 9 for the middle stage, and the upper side 15 The main difference is that the upper end surface 15B is an inclined surface that is in contact with the top end work 3B. In the figure, reference numeral 18A denotes a communication hole penetrating the side surfaces of the upper and lower sides 15 and 15, and 18B denotes a communication hole penetrating the side surfaces of the left and right side edges 16 and 16. The communication holes 18A and 18B are for the middle stage, respectively. It is formed at the same position as the communication holes 13A and 13B formed in the rectangular frame body 9, respectively.

【0010】 19は最下段に用いる下段用の連結部材で、図9に示すように、横断面矩形の 棒状体で形成されており、長さは前記各矩形状枠体4,9,14の側辺6,11 及び16と同一長で、高さは上下辺5,10,15と同一高さに夫々形成されて おり、下端には前記基礎工3Aと当接するよう下降傾斜面19Aが形成されてい る。なお、図中20は上端面に形成した係合用凹部で、21は上面に形成した滑 り止め部、22は側面に穿設した横孔22A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22は各矩形状枠体4,9,14の側辺6,11,1 6に形成した前記連通孔8B,13B,18Bとそれぞれ同一位置に形成されて いる。Reference numeral 19 denotes a lower stage connecting member used in the lowermost stage, and as shown in FIG. 9, it is formed of a rod-shaped body having a rectangular cross section, and has a length of each of the rectangular frame bodies 4, 9, and 14. It is formed to have the same length as the side edges 6, 11 and 16 and the same height as the upper and lower edges 5, 10, 15 respectively, and a descending inclined surface 19A is formed at the lower end so as to come into contact with the foundation work 3A. Has been done. In the figure, 20 is a recess for engagement formed on the upper end surface, 21 is a non-slip portion formed on the upper surface, 22 is an anchor nut embedded in the deep part of the lateral hole 22A formed on the side surface. Reference numeral 22 is formed at the same position as the communication holes 8B, 13B, 18B formed in the side edges 6, 11, 16 of the rectangular frame bodies 4, 9, 14, respectively.

【0011】 23は中段に用いる中段用の連結部材で、図10に示すように、上端面に形成 した係合用凹部24A,上面に形成した滑り止め部25,側面に穿設した横孔2 6Aの深部に埋め込んだアンカーナット26等を含め、前記下段用の連結部材1 9とほゞ同一形状のもので、下端面は平面で形成されており、該下端面に前記係 合用凹部19Aと係合する係合用凸部24Bが形成されている点でのみ相違する ものである。Reference numeral 23 denotes a middle stage connecting member used in the middle stage, and as shown in FIG. 10, an engaging recess 24A formed on the upper end surface, a slip preventing portion 25 formed on the upper surface, and a lateral hole 26A formed on the side surface. Including the anchor nuts 26 and the like embedded in the deep part of the same, it has substantially the same shape as the lower connecting member 19 and has a lower end surface formed into a flat surface, and the lower end surface is engaged with the engaging recess 19A. The only difference is that the engaging convex portions 24B are formed.

【0012】 27は最上段用いる上段用の連結部材で、図11に示すように、上端には前記 天端工3Bと当接するよう傾斜面27Aで形成されており、下端面に形成した係 合用凸部28、上面に形成した滑り止め部29、側面に穿設した横孔30Aの深 部に埋め込んだアンカーナット30等を含め、前記下段用の連結部材19とほゞ 同一形状のものである。Reference numeral 27 is a connecting member for the upper stage used for the uppermost stage. As shown in FIG. 11, the upper end is formed with an inclined surface 27A so as to come into contact with the top end work 3B, and the connecting member formed on the lower end surface. The projection 28, the anti-slip portion 29 formed on the upper surface, the anchor nut 30 embedded in the deep portion of the lateral hole 30A formed on the side surface, and the like are almost the same shape as the lower connecting member 19. .

【0013】 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5Cを基礎工3Aと当接せしめて、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、側辺6,6 側において、上下辺5,5の突出する両端5A,5Aと下段用の連結部材19の 側面とを当接せしめ、矩形状枠体4の内部空間7側からその側辺6にあけた連通 孔8B内にボルト31を挿通するとゝもに、連結部材19の横孔22Aの深部に 埋め込んだアンカーナット22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19を介して連結し、横方向に敷設する。Therefore, at the time of construction, the rectangular frame bodies 4 and 4 for the lower stage are brought into contact with the foundation work 3A on the sloped portion 5C of the lower side 5 thereof on the split stone 2 spread on the slope 1. Lay in parallel at desired intervals. Then, between the rectangular frames 4 and 4, on both sides 6 and 6, the protruding ends 5A and 5A of the upper and lower sides 5 and 5 and the side surface of the lower connecting member 19 are brought into contact with each other to form a rectangular shape. When the bolt 31 is inserted into the communication hole 8B formed on the side 6 from the inner space 7 side of the frame body 4, the anchor nut 22 embedded in the deep portion of the lateral hole 22A of the connecting member 19 is screwed, By tightening this, the lower rectangular frames 4 and 4 are connected via the lower connecting member 19 and laid in the lateral direction.

【0014】 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19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の上方に中段用の 矩形状枠体9を、また下段用の連結部材19の上方に中段用の連結部材23を夫 々配設する。そして、下・中両段の矩形状枠体4,9とを上下辺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32締めによって連結す るとゝもに、下段用の連結部材19と中段用の連結部材23とを、その上下両端 面に夫々形成した係合用凹凸部20,24Bを係合させて接合し、前記と同様の 作業により、中段用の矩形状枠体9,9同士をその左右両側辺11側において、 中段用の連結部材23を介してボルト31により連結し、縦方向に敷設する。In this manner, the lower rectangular frames 4 and 4 are laid in parallel with the lower one on the slope 1 via the lower connecting member 19 and then the lower rectangular frame 4 is provided. A rectangular frame body 9 for the middle stage is arranged above and a connecting member 23 for the middle stage is arranged above the connecting member 19 for the lower stage. Then, by connecting the lower and middle rectangular frame bodies 4 and 9 with the bolts and nuts 32 tightened through the communication holes 8A and 13A formed in the upper and lower sides 5 and 10, respectively, the lower frame The connecting member 19 and the connecting member 23 for the middle stage are joined by engaging the engaging concave and convex portions 20 and 24B formed on the upper and lower end surfaces thereof, respectively, and the rectangular frame for the middle stage is formed by the same operation as described above. The bodies 9, 9 are connected to each other on the left and right sides 11 by a bolt 31 via a connecting member 23 for the middle stage, and are laid vertically.

【0013】 その後、各矩形状枠体4,9,14の内部空間7,12,17内と、左右両側 辺6,11,16と上下両辺の両端5A,10A,15A及び連結部材19,2 3,27とによって囲まれた空間33内にそれぞれ中詰用砂利34を敷き詰め、 その上に中詰用コンクリート35を一段低い左右両側辺6,11,16の上面6 A,11A,16Aと同一高さまで打設し、下の中詰用砂利34や割栗石2等と 一体化する。After that, the inside spaces 7, 12, 17 of the rectangular frames 4, 9, 14 and the left and right sides 6, 11, 16 and both ends 5A, 10A, 15A of the upper and lower sides and the connecting members 19, 2 are formed. The space 33 surrounded by 3 and 27 is filled with gravel 34 for filling, and concrete 35 for filling is placed on it, which is the same as the upper surfaces 6 A, 11 A and 16 A of the left and right sides 6, 11, 16 It is cast up to the height and integrated with the gravel 34 for filling and the split stone 2 below.

【0014】 これにより、各矩形状枠体4,9,14と連結部材19,23,27との接合 部は夫々、図3及び図4に示すように、この接合部よりも一段と高い連結部材1 9,23,27の側面下部に位置することになり目立たないし、斜め方向からは 連結部材19,23,27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19,23,27と、該連結部材と同じ高さの横方向に延び た上下両辺5,10,15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19,23,27は接合部より一段と高いため、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。As a result, the joints between the rectangular frames 4, 9, 14 and the connecting members 19, 23, 27 are respectively higher than the joints, as shown in FIGS. 3 and 4. Since it is located at the lower part of the side surface of 19, 23, 27, it is not conspicuous and cannot be seen from an oblique direction because it is blocked by the upper surfaces of the connecting members 19, 23, 27. Further, a grid-like uneven pattern is formed by the vertically extending connecting members 19, 23, 27 and the upper and lower sides 5, 10, 15 extending in the horizontal direction at the same height as the connecting members. And looks good. Furthermore, since the connecting members 19, 23 and 27 are much higher than the joints, their upper surfaces can be used for sidewalks and there is no need to separately form stairs.

【0015】 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4,9,14と連結部材19,2 3及び27との当接面である上下両辺の両端5A,10A,15Aにおいてこれ に対応する。すなわち、図12に示すように、上辺の左側の突出端部5Aを切除 するか、型に中詰めすることにより形成した端部5Aがない矩形状枠体を使用す ることにより、上方に向け湾曲した法面に敷設できる。In the above embodiments, the case of laying on the straight slope is described, but when the slope is curved, each rectangular frame 4, 9, 14 and the connecting members 19, 2 are used. This corresponds to both ends 5A, 10A, 15A on both upper and lower sides, which are contact surfaces with 3 and 27. That is, as shown in FIG. 12, by cutting off the protruding end portion 5A on the left side of the upper side or by using a rectangular frame body having no end portion 5A formed by filling in the mold, it is directed upward. Can be laid on a curved slope.

【0016】[0016]

【考案の効果】[Effect of device]

本考案に係る法面保護ブロックは、上記のように、上下両辺とその両端の内側 に連設したこれより一段低い左右両側辺とからなる矩形状枠体を、その両側辺側 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と左右両側辺及び連結部材とに より形成される空間内に前記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し、斜め方向からは見えない。そして 縦方向に延びた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、景観が向上するとゝも に、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 having upper and lower sides and left and right lower sides which are connected to the inner sides of the both sides and is one step lower than the upper and lower sides. When connected through a connecting member having the same height as that of the right and left sides and the same length as the left and right sides, the space formed by the inner space of the rectangular frame and the left and right sides and the connecting member is Since it is constructed so that it is integrated with the ground by concrete cast up to the same height as the upper surfaces of the left and right sides, the joint is located at the lower part of the side surface of the connecting member that is even higher, and it is not conspicuous. can not see. Then, the vertically extending connecting member and the upper and lower sides extending at the same height as the connecting member in the horizontal direction form a grid-like uneven pattern, which improves the scenery. Since the upper surface of this connecting member can be used as a sidewalk, there is no need to form a separate staircase, which leads to various effects such as low construction costs.

【提出日】平成5年3月4日[Submission date] March 4, 1993

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】全文[Correction target item name] Full text

【補正方法】変更[Correction method] Change

【補正内容】[Correction content] 【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

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]

【従来の技術】[Prior art]

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 assembled 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]

【考案が解決しようとする問題点】[Problems to be solved by the device]

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, which may impair 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]

【問題点を解決するための手段】[Means for solving problems]

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、上下両辺とその両端の内側に連設したこれより一段低い左右両 側辺とからなる矩形状枠体を、その両側辺側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 体の内部空間と左右両側辺及び連結部材とにより形成される空間内に前記左右両 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. , A rectangular frame consisting of both upper and lower sides and left and right side sides connected to the inside of both ends, which is one step lower than this, and has the same height on both side sides as the upper and lower sides and the same length as both left and right sides. When connecting through the connecting members, the concrete that is cast to the same height as the upper surfaces of the left and right sides in the space formed by the inner space of the rectangular frame and the left and right sides and the connecting member. It is specially designed to be integrated with the ground by In slope protection block to.

【0005】[0005]

【実施例】【Example】

以下、本考案を図1乃至図11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は図1のIV− IV 線断面一部省略拡大図、図6は下段 用の矩形状枠体の斜視図、図7は中段用の矩形状枠体の斜視図、図8は上段用の 矩形状枠体の斜視図、図9は下段用の連結部材の斜視図、図10は中段用の連結 部材の斜視図、図11は下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 the slope protection block according to the present invention laid, FIG. 2 is a sectional view taken along the line II of FIG. 1, and FIG. 3 is a partial omission of the sectional view taken along the line II-II of FIG. Fig. 4, Fig. 4 is an enlarged view of a section taken along the line III-III of Fig. 1, Fig. 5 is an enlarged view of a part of the section taken along line IV-IV of Fig. 1, Fig. 6 is a perspective view of a rectangular frame body for the lower stage, and Fig. 7 is shown. 8 is a perspective view of a rectangular frame body for the upper stage, FIG. 9 is a perspective view of a connecting member for the lower stage, FIG. 10 is a perspective view of a connecting member for the middle stage, and FIG. 11 is a perspective view of a lower stage connecting member.

【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、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. At a certain homu, a foundation work 3A is formed of concrete, and a top work 3B is formed at the upper end.

【0007】 4は最下段に用いる下段用の矩形状枠体で、図6に示すように、上下両辺5, 5と、その両端5Aから内側に寄った位置に連設した左右両側辺6,6とから夫 々構成されていて、中央に内部空間7を形成したものであり、前記上下両辺5, 5の上面5B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5C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。As shown in FIG. 6, reference numeral 4 denotes a lower rectangular frame used for the lowermost stage. As shown in FIG. 6, both upper and lower sides 5, 5 and left and right side sides 6, which are continuously arranged at positions inward from both ends 5A thereof. 6 and each has an internal space 7 formed in the center thereof, and the upper surfaces 5B of the upper and lower sides 5, 5 are formed one step higher than the upper surfaces 6A of the left and right sides 6, 6. Then, a descending inclined surface 5C 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は中段に用いる中段用の矩形状枠体で、図7に示すように、上下両辺10, 10と、その両端10Aから内側に寄った位置に連設した左右両側辺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 10B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1 3A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 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 body for the middle stage, which is used for the middle stage. As shown in FIG. 7, both upper and lower sides 10 and 10 and left and right side sides 11 and 11 connected inward from both ends 10A thereof. And the inner space 12 is formed in the center, and the shape and size thereof are almost the same as the rectangular frame body 4 for the lower stage, and the upper surface 10B of the lower side 10 is The main difference is that it is formed with a flat surface. 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 a rectangular shape for the lower stage. The shape frame 4 is formed at the same position as the communication holes 8A and 8B, respectively.

【0009】 14は最上段に用いる上段用の矩形状枠体で、図8に示すように、上下両辺1 5,15と、その両端15Aから内側に寄った位置に連設した左右両側辺16, 16とから夫々構成されていて、中央に内部空間17を形成したもので、その形 状及び大きさは、前記中段用の矩形状枠体9とほゞ同一のものであり、上辺15 の上端面15Bを前記天端工3Bと面接する傾斜面とした点において主な相違が ある。なお、図中18Aは上下両辺15,15の側面に貫通した連通孔、18B は左右両側辺16,16の側面に貫通した連通孔で、この各連通孔18A,18 Bは夫々前記中段用の矩形状枠体9に形成した前記連通孔13A,13Bと夫々 同一位置に形成されている。As shown in FIG. 8, reference numeral 14 denotes an upper rectangular frame used at the uppermost stage. As shown in FIG. 8, both upper and lower sides 15 and 15 and left and right side sides 16 which are continuously provided at positions inward from both ends 15A thereof. , 16 each having an internal space 17 formed in the center, the shape and size of which are substantially the same as those of the rectangular frame 9 for the middle stage, and the upper side 15 The main difference is that the upper end surface 15B is an inclined surface that is in contact with the top end work 3B. In the figure, reference numeral 18A denotes a communication hole penetrating the side surfaces of the upper and lower sides 15 and 15, and 18B denotes a communication hole penetrating the side surfaces of the left and right side edges 16 and 16. The communication holes 18A and 18B are for the middle stage, respectively. It is formed at the same position as the communication holes 13A and 13B formed in the rectangular frame body 9, respectively.

【0010】 19は最下段に用いる下段用の連結部材で、図9に示すように、横断面矩形の 棒状体で形成されており、長さは前記各矩形状枠体4,9,14の側辺6,11 及び16と同一長で、高さは上下辺5,10,15と同一高さに夫々形成されて おり、下端には前記基礎工3Aと当接するよう下降傾斜面19Aが形成されてい る。なお、図中20は上端面に形成した係合用凹部で、21は上面に形成した滑 り止め部、22は側面に穿設した横孔22A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22は各矩形状枠体4,9,14の側辺6,11,1 6に形成した前記連通孔8B,13B,18Bとそれぞれ同一位置に形成されて いる。Reference numeral 19 denotes a lower stage connecting member used in the lowermost stage, and as shown in FIG. 9, it is formed of a rod-shaped body having a rectangular cross section, and has a length of each of the rectangular frame bodies 4, 9, and 14. It is formed to have the same length as the side edges 6, 11 and 16 and the same height as the upper and lower edges 5, 10, 15 respectively, and a descending inclined surface 19A is formed at the lower end so as to come into contact with the foundation work 3A. Has been done. In the figure, 20 is a recess for engagement formed on the upper end surface, 21 is a non-slip portion formed on the upper surface, 22 is an anchor nut embedded in the deep part of the lateral hole 22A formed on the side surface. Reference numeral 22 is formed at the same position as the communication holes 8B, 13B, 18B formed in the side edges 6, 11, 16 of the rectangular frame bodies 4, 9, 14, respectively.

【0011】 23は中段に用いる中段用の連結部材で、図10に示すように、上端面に形成 した係合用凹部24A,上面に形成した滑り止め部25,側面に穿設した横孔2 6Aの深部に埋め込んだアンカーナット26等を含め、前記下段用の連結部材1 9とほゞ同一形状のもので、下端面は平面で形成されており、該下端面に前記係 合用凹部19Aと係合する係合用凸部24Bが形成されている点でのみ相違する ものである。Reference numeral 23 denotes a middle stage connecting member used in the middle stage, and as shown in FIG. 10, an engaging recess 24A formed on the upper end surface, a slip preventing portion 25 formed on the upper surface, and a lateral hole 26A formed on the side surface. Including the anchor nuts 26 and the like embedded in the deep part of the same, it has substantially the same shape as the lower connecting member 19 and has a lower end surface formed into a flat surface, and the lower end surface is engaged with the engaging recess 19A. The only difference is that the engaging convex portions 24B are formed.

【0012】 27は最上段用いる上段用の連結部材で、図11に示すように、上端には前記 天端工3Bと当接するよう傾斜面27Aで形成されており、下端面に形成した係 合用凸部28、上面に形成した滑り止め部29、側面に穿設した横孔30Aの深 部に埋め込んだアンカーナット30等を含め、前記下段用の連結部材19とほゞ 同一形状のものである。Reference numeral 27 is a connecting member for the upper stage used for the uppermost stage. As shown in FIG. 11, the upper end is formed with an inclined surface 27A so as to come into contact with the top end work 3B, and the connecting member formed on the lower end surface. The projection 28, the anti-slip portion 29 formed on the upper surface, the anchor nut 30 embedded in the deep portion of the lateral hole 30A formed on the side surface, and the like are almost the same shape as the lower connecting member 19. .

【0013】 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5Cを基礎工3Aと当接せしめて、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、側辺6,6 において、上下辺5,5の突出する両端5A,5Aと下段用の連結部材19の側 面とを当接せしめ、矩形状枠体4の内部空間7側からその側辺6にあけた連通孔 8B内にボルト31を挿通するとゝもに、連結部材19の横孔22Aの深部に埋 め込んだアンカーナット22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19を介して連結し、横方向に敷設する。Therefore, at the time of construction, the rectangular frame bodies 4 and 4 for the lower stage are brought into contact with the foundation work 3A on the sloped portion 5C of the lower side 5 thereof on the split stone 2 spread on the slope 1. Lay in parallel at desired intervals. Then, between the rectangular frames 4 and 4, in the side edges 6 and 6, the projecting ends 5A and 5A of the upper and lower edges 5 and 5 and the side surface of the lower stage connecting member 19 are brought into contact with each other to form a rectangular shape. When the bolt 31 is inserted into the communication hole 8B opened from the inner space 7 side of the frame body 4 to the side edge 6 thereof, it is also screwed into the anchor nut 22 embedded in the deep portion of the lateral hole 22A of the connecting member 19. Then, by tightening this, the rectangular frames 4 and 4 for the lower stage are connected through the connecting member 19 for the lower stage and laid in the lateral direction.

【0014】 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19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の上方に中段用の 矩形状枠体9を、また下段用の連結部材19の上方に中段用の連結部材23を夫 々配設する。そして、下・中両段の矩形状枠体4,9とを上下辺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32締めによって連結す るとゝもに、下段用の連結部材19と中段用の連結部材23とを、その上下両端 面に夫々形成した係合用凹凸部20,24Bを係合させて接合し、前記と同様の 作業により、中段用の矩形状枠体9,9同士をその左右両側辺11側において、 中段用の連結部材23を介してボルト31により連結し、縦方向に敷設する。In this manner, the lower rectangular frames 4 and 4 are laid in parallel with the lower one on the slope 1 via the lower connecting member 19 and then the lower rectangular frame 4 is provided. A rectangular frame body 9 for the middle stage is arranged above and a connecting member 23 for the middle stage is arranged above the connecting member 19 for the lower stage. Then, by connecting the lower and middle rectangular frame bodies 4 and 9 with the bolts and nuts 32 tightened through the communication holes 8A and 13A formed in the upper and lower sides 5 and 10, respectively, the lower frame The connecting member 19 and the connecting member 23 for the middle stage are joined by engaging the engaging concave and convex portions 20 and 24B formed on the upper and lower end surfaces thereof, respectively, and the rectangular frame for the middle stage is formed by the same operation as described above. The bodies 9, 9 are connected to each other on the left and right sides 11 by a bolt 31 via a connecting member 23 for the middle stage, and are laid vertically.

【0015】 その後、各矩形状枠体4,9,14の内部空間7,12,17内と、左右両側 辺6,11,16と上下両辺の両端5A,10A,15A及び連結部材19,2 3,27とによって囲まれた空間33内にそれぞれ中詰用砂利34を敷き詰め、 その上に中詰用コンクリート35を一段低い左右両側辺6,11,16の上面6 A,11A,16Aと同一高さまで打設し、下の中詰用砂利34や割栗石2等と 一体化する。After that, the inside spaces 7, 12, 17 of the rectangular frames 4, 9, 14 and the left and right sides 6, 11, 16 and both ends 5A, 10A, 15A of the upper and lower sides and the connecting members 19, 2 are formed. The space 33 surrounded by 3 and 27 is filled with gravel 34 for filling, and concrete 35 for filling is placed on it, which is the same as the upper surfaces 6 A, 11 A and 16 A of the left and right sides 6, 11, 16 It is cast up to the height and integrated with the gravel 34 for filling and the split stone 2 below.

【0016】 これにより、各矩形状枠体4,9,14と連結部材19,23,27との接合 部は夫々、図3及び図4に示すように、この接合部よりも一段と高い連結部材1 9,23,27の側面下部に位置することになり目立たないし、斜め方向からは 連結部材19,23,27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19,23,27と、該連結部材と同じ高さの横方向に延び た上下両辺5,10,15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19,23,27は接合部より一段と高いため、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。As a result, the joints between the rectangular frames 4, 9, 14 and the connecting members 19, 23, 27 are respectively higher than the joints as shown in FIGS. 3 and 4. Since it is located at the lower part of the side surface of 19, 23, 27, it is not conspicuous and cannot be seen from an oblique direction because it is blocked by the upper surfaces of the connecting members 19, 23, 27. Further, a grid-like uneven pattern is formed by the vertically extending connecting members 19, 23, 27 and the upper and lower sides 5, 10, 15 extending in the horizontal direction at the same height as the connecting members. And looks good. Furthermore, since the connecting members 19, 23 and 27 are much higher than the joints, their upper surfaces can be used for sidewalks and there is no need to separately form stairs.

【0017】 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4,9,14と連結部材19,2 3及び27との当接面である上下両辺の両端5A,10A,15Aにおいてこれ に対応する。すなわち、図12に示すように、上辺の左側の突出端部5Aを切除 するか、型に中詰めして形成した上辺の左側の突出端部5Aがない矩形状枠体を 使用することにより、上方に向け湾曲した法面に敷設できる。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, 14 and the connecting member 19, 2 are connected. This corresponds to both ends 5A, 10A, 15A on both upper and lower sides, which are contact surfaces with 3 and 27. That is, as shown in FIG. 12, by cutting off the protruding end 5A on the left side of the upper side, or by using a rectangular frame body formed by filling the mold with the protruding end 5A on the left side of the upper side, Can be laid on a slope that curves upward.

【0018】[0018]

【考案の効果】[Effect of device]

本考案に係る法面保護ブロックは、上記のように、上下両辺とその両端の内側 に連設したこれより一段低い左右両側辺とからなる矩形状枠体を、その両側辺側 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と左右両側辺及び連結部材とに より形成される空間内に前記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し、斜め方向からは見えない。そして 縦方向に延びた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、景観が向上するとゝも に、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 having upper and lower sides and left and right lower sides which are connected to the inner sides of the both sides and is one step lower than the upper and lower sides. When connected through a connecting member having the same height as that of the right and left sides and the same length as the left and right sides, the space formed by the inner space of the rectangular frame and the left and right sides and the connecting member is Since it is constructed so that it is integrated with the ground by concrete cast up to the same height as the upper surfaces of the left and right sides, the joint is located at the lower part of the side surface of the connecting member that is even higher, and it is not conspicuous. can not see. Then, the vertically extending connecting member and the upper and lower sides extending at the same height as the connecting member in the horizontal direction form a grid-like uneven pattern, which improves the scenery. Since the upper surface of this connecting member can be used as a sidewalk, there is no need to form a separate staircase, which leads to various effects such as low construction costs.

【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】図1のIV−IV線断面一部省略拡大図である。5 is an enlarged view of a part of the cross section taken along the line IV-IV of FIG.

【図6】下段用の矩形状枠体の斜視図である。FIG. 6 is a perspective view of a lower rectangular frame body.

【図7】中段用の矩形状枠体の斜視図である。FIG. 7 is a perspective view of a rectangular frame body for the middle stage.

【図8】上段用の矩形状枠体の斜視図である。FIG. 8 is a perspective view of an upper rectangular frame.

【図9】下段用の連結部材の斜視図である。FIG. 9 is a perspective view of a lower connecting member.

【図10】中段用の連結部材の斜視図である。FIG. 10 is a perspective view of a connecting member for the middle stage.

【図11】上段用の連結部材の斜視図である。FIG. 11 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 両端 5B 上面 6 左右両側辺 7 内部空間 8 連通孔 9 中段用の矩形状枠体10 上下両辺 10A 両端 11 左右両側辺 12 内部空間 13 連通孔 14 上段用の矩形状枠体 15 上下両辺 15A 両端 16 左右両側辺 17 内部空間 18 連通孔 19 下段用の連結部材 20 係合用凹部 21 滑り止め部 22 アンカーナット 22A 横孔 23 中段用の連結部材 24A 係合用凹部 24B 係合用凸部 25 滑り止め部 26 アンカーナット 26A 横孔 27 上段用の連結部材 28 係合用凸部 29 滑り止め部 30 アンカーナット 30A 横孔 1 Slope 2 Split stone 3A Basic work 3B Top end work 4 Rectangular frame for lower stage 5 Upper and lower sides 5A Both ends 5B Upper surface 6 Left and right sides 7 Internal space 8 Communication hole 9 Rectangular frame for middle stage 10 Upper and lower sides 10A Both ends 11 Left and right both sides 12 Internal space 13 Communication hole 14 Upper frame rectangular frame 15 Upper and lower sides 15A Both ends 16 Left and right both sides 17 Internal space 18 Communication hole 19 Lower connection member 20 Engagement recess 21 Non-slip part 22 Anchor Nut 22A Lateral hole 23 Middle stage connecting member 24A Engagement recess 24B Engaging protrusion 25 Non-slip part 26 Anchor nut 26A Lateral hole 27 Upper stage connecting member 28 Engaging protrusion 29 Non-slip part 30 Anchor nut 30A Lateral hole

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成5年3月4日[Submission date] March 4, 1993

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】全文[Correction target item name] Full text

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【書類名】 明細書[Document name] Statement

【考案の名称】 法面保護ブロック[Name of device] Slope protection block

【実用新案登録請求の範囲】[Scope of utility model registration request]

【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】図1のIV−IV線断面一部省略拡大図である。5 is an enlarged view of a part of the cross section taken along the line IV-IV of FIG.

【図6】下段用の矩形状枠体の斜視図である。FIG. 6 is a perspective view of a lower rectangular frame body.

【図7】中段用の矩形状枠体の斜視図である。FIG. 7 is a perspective view of a rectangular frame body for the middle stage.

【図8】上段用の矩形状枠体の斜視図である。FIG. 8 is a perspective view of an upper rectangular frame.

【図9】下段用の連結部材の斜視図である。FIG. 9 is a perspective view of a lower connecting member.

【図10】中段用の連結部材の斜視図である。FIG. 10 is a perspective view of a connecting member for the middle stage.

【図11】上段用の連結部材の斜視図である。FIG. 11 is a perspective view of an upper connecting member.

【図12】法面保護ブロックの他実施例の平面図であ
る。
FIG. 12 is a plan view of another embodiment of the slope protection block.

【符号の説明】 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 両端 5B 上面 6 左右両側辺 7 内部空間 8 連通孔 9 中段用の矩形状枠体 10 上下両辺 10A 両端 11 左右両側辺 12 内部空間 13 連通孔 14 上段用の矩形状枠体 15 上下両辺 15A 両端 16 左右両側辺 17 内部空間 18 連通孔 19 下段用の連結部材 20 係合用凹部 21 滑り止め部 22 アンカーナット 22A 横孔 23 中段用の連結部材 24A 係合用凹部 24B 係合用凸部 25 滑り止め部 26 アンカーナット 26A 横孔 27 上段用の連結部材 28 係合用凸部 29 滑り止め部 30 アンカーナット 30A 横孔[Explanation of symbols] 1 Slope 2 Split stone 3A Basic work 3B Top end work 4 Rectangular frame for lower stage 5 Upper and lower sides 5A Both ends 5B Top surface 6 Left and right side 7 Internal space 8 Communication hole 9 Rectangular frame for middle stage Body 10 Upper and lower sides 10A Both ends 11 Left and right sides 12 Internal space 13 Communication hole 14 Rectangular frame for upper stage 15 Upper and lower sides 15A Both ends 16 Left and right sides 17 Internal space 18 Communication hole 19 Lower connection member 20 Engagement recess 21 Non-slip part 22 Anchor nut 22A Horizontal hole 23 Connecting member for middle stage 24A Engagement recess 24B Engaging convex part 25 Anti-slip part 26 Anchor nut 26A Lateral hole 27 Connecting member for upper step 28 Engaging convex part 29 Non-slip part 30 Anchor nut 30A side hole

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 上下両辺とその両端の内側に連設したこ
れより一段低い左右両側辺とからなる矩形状枠体を、そ
の両側辺側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と左右両側辺及び連結部
材とにより形成される空間内に前記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 comprising upper and lower sides and left and right lower sides which are connected to the inner sides of both ends thereof and is one step lower than the upper and lower sides. When connecting through the connecting members having the same length, it is possible to set up the same height as the upper surfaces of the left and right sides in the space formed by the inner space of the rectangular frame, the left and right sides and the connecting member. A slope protection block characterized by being constructed so as to be integrated with the ground by using concrete.
【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.
JP5783392U 1992-07-24 1992-07-24 Slope protection block Expired - Lifetime JPH0732595Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5783392U JPH0732595Y2 (en) 1992-07-24 1992-07-24 Slope protection block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5783392U JPH0732595Y2 (en) 1992-07-24 1992-07-24 Slope protection block

Publications (2)

Publication Number Publication Date
JPH0627938U true JPH0627938U (en) 1994-04-15
JPH0732595Y2 JPH0732595Y2 (en) 1995-07-26

Family

ID=13066952

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5783392U Expired - Lifetime JPH0732595Y2 (en) 1992-07-24 1992-07-24 Slope protection block

Country Status (1)

Country Link
JP (1) JPH0732595Y2 (en)

Also Published As

Publication number Publication date
JPH0732595Y2 (en) 1995-07-26

Similar Documents

Publication Publication Date Title
US7425106B2 (en) Concrete pavers positioned in a herringbone pattern
US5281047A (en) Masonry landscaping modules and methods of landscaping
US4850739A (en) Method and apparatus for constructing an articulated pavement system
US7160052B2 (en) Paving system using arrays of vertically interlocking paving blocks
EP0337649B1 (en) A component system for the construction of ground-bearing stairways, platforms, terraces, and the like
BE1014194A3 (en) Stone to form the pavement.
JP4087566B2 (en) A method of overlapping tiles with concrete slabs articulated on site
JPH0627938U (en) Slope protection block
JPH0732594Y2 (en) Slope protection block
JP3045073U (en) Paving blocks
JPS63236801A (en) Block tile holding frame
JP3475906B2 (en) Free slope type ditch
US7419327B2 (en) Method for fabricating and employing a paving system using arrays of vertically interlocking paving blocks
US20050183373A1 (en) Landscaping block and system for use
JPH1046774A (en) Concrete block for stairs
JP2803575B2 (en) Slope staircase and slope
CN114508021B (en) Pedestrian road and construction method thereof
JP3087288U (en) Pedestrian road boundary structure
JPH0735853Y2 (en) Slope protection block
JP3032654U (en) Wooden block pavement
JP2516811Y2 (en) Natural stone paving stones
JPH0748753Y2 (en) Articulated slope stair block
JP3010807U (en) Natural stone paving stones
KR100764688B1 (en) The block wall of farming road, and it's construction method
JPH0538134Y2 (en)

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term