JPH0596120U - Revetment slope protection block - Google Patents

Revetment slope protection block

Info

Publication number
JPH0596120U
JPH0596120U JP9793591U JP9793591U JPH0596120U JP H0596120 U JPH0596120 U JP H0596120U JP 9793591 U JP9793591 U JP 9793591U JP 9793591 U JP9793591 U JP 9793591U JP H0596120 U JPH0596120 U JP H0596120U
Authority
JP
Japan
Prior art keywords
protection block
slope protection
frame body
beam member
internal space
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
JP9793591U
Other languages
Japanese (ja)
Other versions
JPH0735853Y2 (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 JP1991097935U priority Critical patent/JPH0735853Y2/en
Publication of JPH0596120U publication Critical patent/JPH0596120U/en
Application granted granted Critical
Publication of JPH0735853Y2 publication Critical patent/JPH0735853Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Abstract

(57)【要約】 〔目的〕 構造強度が大きく、且つ地盤と一体化して水
圧等に対する抵抗力が強固となる護岸法面保護ブロック
を提供することを目的としたものである。 〔構成〕 長方形状に形成した枠体6と、該枠体6の内
部空間7にあって対向する短辺間を連結する梁部材8と
を備え、該梁部材8を除いた枠体6の前記内部空間7に
コンクリートを打設して地盤と一体化するよう構成した
護岸法面保護ブロック。
(57) [Summary] [Purpose] An object of the present invention is to provide a revetment slope protection block that has a large structural strength and is integrated with the ground to have a strong resistance to water pressure and the like. [Structure] A frame body 6 formed in a rectangular shape and a beam member 8 that connects opposing short sides in the internal space 7 of the frame body 6 and the frame member 6 excluding the beam member 8 is provided. A revetment slope protection block constructed by placing concrete in the internal space 7 and integrating it with the ground.

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侵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 mainly relates to an optimal slope protection block which is used to protect the slope of 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 include 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 is a It is completed by laying on the surface, and this frame-shaped body is the same as the above-mentioned assembled frame-shaped body, but construction is completed by inserting filling stones in the internal 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、前記組立式のものは、運搬に便利であるが、組立て作業に時間がかか り、作業能率が悪い。また盤状体のものは、地盤との密着性が悪く一体化が図れ ない欠点があり、更に枠状体のものは、その内部中空部に間詰め石を入れる作業 が労働者に過度の労働を強いることになるといった諸問題点があった。 However, although the above-mentioned assembly type is convenient for transportation, it takes a lot of time for assembling work, resulting in poor work efficiency. In addition, the plate-shaped body has the drawback that it does not adhere well to the ground and cannot be integrated, and the frame-shaped body has the problem that it is an excessive labor There were various problems such as being forced.

【0004】[0004]

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

本考案は、上記の如き従来の問題点を解決するために成されたもので、施工が 簡単で、しかも敷設する地盤との密着性が良好な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、長方形状に形成した枠体と、該枠体の内部空間にあ って対向する短辺間を連結する梁部材とを備え、該梁部材を除いた枠体の前記内 部空間にコンクリートを打設して地盤と一体化するよう構成したことを特徴とし た護岸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 an object thereof is to provide a product that is easy to construct and has good adhesion to the ground to be laid. The gist of the present invention is to provide a frame body formed in a rectangular shape and a beam member that connects opposing short sides in an internal space of the frame body, and the inner portion of the frame body excluding the beam member. This is a revetment slope protection block characterized by pouring concrete into the space and integrating it with the ground.

【0005】[0005]

【実施例】 以下、本考案を図1乃至図7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の正面図で、図2は図1のII−II線断面図、図 3は図1のIII −III 線断面図、図4は図1のIV−IV線拡大縦断面図、図5は図 1のV−V線拡大縦断面図、図6は下段に用いる法面保護ブロックの斜視図、図 7は上段に用いる法面保護ブロックの斜視図である。Embodiments The present invention will be described in detail below with reference to embodiments shown in FIGS. 1 is a front view of a slope protection block according to the present invention, FIG. 2 is a sectional view taken along line II-II of FIG. 1, FIG. 3 is a sectional view taken along line III-III of FIG. 1, and FIG. IV-IV line enlarged vertical sectional view, FIG. 5 is a VV line enlarged vertical sectional view of FIG. 1, FIG. 6 is a perspective view of a slope protection block used in the lower stage, and FIG. 7 is a perspective view of a slope protection block used in the upper stage. It is a figure.

【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、法面1の先端部である法留にはコ ンクリートにより基礎工3が形成され、該基礎工3の部分には鋼製,鉄筋コンク リート杭等による矢板4が埋設されている。In the figure, reference numeral 1 is a slope having a predetermined inclination angle, such as a riverbank, on which slopes 2 are spread evenly, which is the tip of the slope 1. A foundation work 3 is formed by concrete in the hodome, and a sheet pile 4 made of steel, reinforced concrete piles or the like is embedded in the foundation work 3.

【0007】 5は河床Gに沿って用いる下段の法面保護ブロックで、その先端は前記基礎工 3と面接するように配置されるものであり、図6に示すように、平面視長方形状 で同一厚さに形成された枠体6と、該長方形状の枠体6の対向する短辺間に架け 渡し、内部空間部7を左右に仕切る梁部材8とから構成され、該梁部材8の上面 8a及び下面8bは前記枠体6の上面6a及び下面6bより一段低く形成されて いる。なお、図中5aは前記基礎工3と係合させるための斜面部、5bは目地溝 形成用の段部、9は枠体6の側面に貫通した連通孔である。Reference numeral 5 is a lower slope protection block used along the river bed G, and its tip is arranged so as to be in face-to-face contact with the foundation work 3. As shown in FIG. 6, it has a rectangular shape in plan view. It is composed of a frame body 6 formed to have the same thickness, and a beam member 8 spanning between opposing short sides of the rectangular frame body 6 and partitioning the internal space portion 7 into left and right sides. The upper surface 8a and the lower surface 8b are formed one step lower than the upper surface 6a and the lower surface 6b of the frame body 6. In the figure, 5a is an inclined surface portion for engaging with the foundation work 3, 5b is a step portion for forming a joint groove, and 9 is a communication hole penetrating the side surface of the frame body 6.

【0008】 10は河床Gから離れた場所に設置する上段の法面保護ブロックで、前記下段 の法面保護ブロック5の次段以降に配置されるものであり、図7に示すように、 前記法面保護ブロック5と同一厚さ,同一幅に形成した長方形状の枠体11と、 該枠体11の対向する短辺間に架け渡し、内部空間部12を左右に仕切る梁部材 13とから構成されており、該梁部材13の上面13aは枠体11の上面11a より一段低く形成されているが、下面13bは枠体11の下面11bと同一面に 形成されている。Reference numeral 10 denotes an upper slope protection block which is installed at a place distant from the river bed G, and is arranged after the lower slope protection block 5 and, as shown in FIG. From a rectangular frame body 11 formed to have the same thickness and the same width as the slope protection block 5, and a beam member 13 that bridges between the opposing short sides of the frame body 11 and divides the internal space 12 into left and right sides. Although the upper surface 13a of the beam member 13 is formed lower than the upper surface 11a of the frame body 11, the lower surface 13b is formed on the same surface as the lower surface 11b of the frame body 11.

【0009】 14は連通孔で、前記枠体11の側面であって、前記下段の法面保護ブロック 5の連通孔9と同一位置に形成されている。なお、図中10aは目地用の面取り 部で、15は目地材、16は砂利、17はコンクリートである。A communication hole 14 is formed on the side surface of the frame 11 at the same position as the communication hole 9 of the lower slope protection block 5. In the figure, 10a is a chamfer for joints, 15 is a joint material, 16 is gravel, and 17 is concrete.

【0010】 そこで、施工に際しては、下段の法面保護ブロック5をその先端の斜面部5a が基礎工3と当接するようにして、法面1上に敷き詰めた割栗石2上にエラスタ イト等の目地材15を介して並列し、各法面保護ブロック5相互をその連結孔9 に挿通したボルトをナット締めして連結する。また、後述する上段の法面保護ブ ロック10とも連結した後、各ブロック5の内部空間7内に梁部材8の下面8b に接する高さにまで砂利16を敷き詰め、その上に梁部材8の上面8aと同一高 さまでコンクリート17を打設し、下の砂利16や割栗石2等と一体化する。Therefore, at the time of construction, the slope protection block 5 in the lower stage is made to contact the foundation work 3 with the slope portion 5a at the tip thereof, and the earth crushed stone 2 laid on the slope 1 is covered with an elastite or the like. The slope protection blocks 5 are connected in parallel with each other through the joint material 15, and the bolts inserted into the connection holes 9 are connected by tightening nuts. Moreover, after connecting also with the slope protection block 10 of the upper stage mentioned later, the gravel 16 is spread in the internal space 7 of each block 5 to the height which contacts the lower surface 8b of the beam member 8, and the gravel 16 of the beam member 8 is laid on it. Concrete 17 is poured to the same height as the upper surface 8a and integrated with the gravel 16 and the split stone 2 below.

【0011】 次に、前記敷設した下段ブロック5の上方に、上段ブロック10を法面1の天 端まで配列し、上下に隣接するブロック5と10又は10相互、及び左右に隣接 するブロック10相互をその連通孔9,14に挿通したボルトをナット締めで連 結すると共に、各上段ブロック10の内部空間12内に梁部材13の上面13a に接する高さまでコンクリート17を打設し、下の割栗石2と一体化する。この 場合、コンクリート17表面の仕上げは、硬化後にその上に盛り土をしたり、植 栽をしたりすため特別の精度を必要としない。Next, above the laid lower block 5, the upper block 10 is arranged up to the top of the slope 1, and the blocks 5 and 10 or 10 adjacent to each other in the vertical direction and the blocks 10 adjacent to each other in the left and right directions. The bolts inserted through the communication holes 9 and 14 are connected by tightening nuts, and the concrete 17 is placed in the internal space 12 of each upper block 10 to a height at which it contacts the upper surface 13a of the beam member 13 and the lower split Integrate with Kuriishi 2. In this case, the finishing of the surface of the concrete 17 does not require special precision because it is necessary to fill the ground or plant it after hardening.

【0012】 なお、上記コンクリート17を打設する際には、水抜孔18を形成るための工 法を施し、この水抜孔18からコンクリート17上に溜まった雨水を下の割栗石 2等から河川方向に流下せしめる。また並列した上段ブロック10間にはエラス タイト等の目地材15を介在させて連結するとゝもに、上下段のブロック5,1 0間には段部5bと面取り部10aとによって形成された目地溝内に目地材15 を充填することにより施工が完了する。この場合、上段ブロック10同士の接合 部は、目地材15を挟んで連結しているため、法面が曲面で形成されている場合 でも使用できる。When pouring the concrete 17, the method for forming the drainage hole 18 is applied, and the rainwater accumulated on the concrete 17 is drained from the drainage hole 18 to the riverside stone 2 etc. Let it flow in the direction. Further, joint members 15 such as elastite are connected between the upper blocks 10 arranged side by side, and the joints formed by the step portions 5b and the chamfered portions 10a are formed between the upper and lower blocks 5 and 10. The construction is completed by filling the joint material 15 into the gutter. In this case, since the joints between the upper blocks 10 are connected with the joint material 15 sandwiched therebetween, the joints can be used even when the slope is formed by a curved surface.

【0013】[0013]

【考案の効果】[Effect of the device]

本考案に係る護岸法面保護ブロックは、上記のように、長方形状に形成した枠 体と、該枠体の内部空間にあって対向する短辺間を連結する梁部材とを備え、該 梁部材を除いた枠体の前記内部空間にコンクリートを打設して地盤と一体化する よう構成したものであるから、長方形状の枠体は梁部材によって補強されて構造 強度が大であるとゝもに、内部空間に打設するコンクリートにより地盤と一体化 するので、水圧等に対する抵抗力が強固となり不用意に崩壊しないといった諸効 果がある。 As described above, the revetment slope protection block according to the present invention comprises a frame body formed in a rectangular shape and a beam member that connects opposing short sides in the internal space of the frame body. Since concrete is cast in the inner space of the frame excluding the members and integrated with the ground, the rectangular frame is reinforced by beam members and has a high structural strength. In addition, since it is integrated with the ground by the concrete poured into the internal space, it has various effects that the resistance to water pressure is strong and it does not collapse accidentally.

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

【図1】本考案に係る護岸法面保護ブロックを張設した
状態の平面図である。
FIG. 1 is a plan view showing a state where a bank protection slope protection block according to the present invention is stretched.

【図2】図1のII−II線断面図である。FIG. 2 is a sectional view taken along line II-II in FIG.

【図3】図1のIII − III線断面図である。FIG. 3 is a sectional view taken along line III-III in FIG.

【図4】図1のIV− IV 線拡大縦断面図である。FIG. 4 is an enlarged vertical sectional view taken along line IV-IV of FIG.

【図5】図1のV−V線拡大縦断面図である。5 is an enlarged vertical sectional view taken along line VV of FIG.

【図6】下段に用いる護岸法面保護ブロックの斜視図で
ある。
FIG. 6 is a perspective view of a bank protection slope protection block used in the lower stage.

【図7】下段に用いる護岸法面保護ブロックの斜視図で
ある。
FIG. 7 is a perspective view of a bank protection slope protection block used in the lower stage.

【符号の説明】 1 法面 2 割栗石 3 基礎工 4 矢板 5 下段の護岸法面保護ブロック 6,11 枠体 6a,11a 同上面 6b,11b 同下面 7,12 内部空間 8,13 梁部材 8a,13a 同上面 8b,13b 同下面 9,14 連通孔 10 上段の護岸法面保護ブロック 15 目地材 16 砂利 17 コンクリート[Explanation of reference symbols] 1 Slope 2 Split stone 3 Basic construction 4 Sheet pile 5 Lower seawall protection block 6, 11 Frame 6a, 11a Same upper surface 6b, 11b Same lower surface 7, 12 Internal space 8, 13 Beam member 8a , 13a Same upper surface 8b, 13b Same lower surface 9, 14 Communication hole 10 Upper revetment slope protection block 15 Joint material 16 Gravel 17 Concrete

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 長方形状に形成した枠体と、該枠体の内
部空間にあって対向する短辺間を連結する梁部材とを備
え、該梁部材を除いた枠体の前記内部空間にコンクリー
トを打設して地盤と一体化するよう構成したことを特徴
とした護岸法面保護ブロック。
1. A rectangular frame body, and a beam member for connecting between opposing short sides in the internal space of the frame body, the internal space of the frame body excluding the beam member. A revetment slope protection block that is constructed by placing concrete and integrating it with the ground.
JP1991097935U 1991-10-31 1991-10-31 Slope protection block Expired - Lifetime JPH0735853Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991097935U JPH0735853Y2 (en) 1991-10-31 1991-10-31 Slope protection block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991097935U JPH0735853Y2 (en) 1991-10-31 1991-10-31 Slope protection block

Publications (2)

Publication Number Publication Date
JPH0596120U true JPH0596120U (en) 1993-12-27
JPH0735853Y2 JPH0735853Y2 (en) 1995-08-16

Family

ID=14205529

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991097935U Expired - Lifetime JPH0735853Y2 (en) 1991-10-31 1991-10-31 Slope protection block

Country Status (1)

Country Link
JP (1) JPH0735853Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100927393B1 (en) * 2009-03-18 2009-11-19 (주) 일신네이쳐 Ecological block

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49126142A (en) * 1973-04-05 1974-12-03
JPS56115408A (en) * 1980-02-18 1981-09-10 Masaru Shinozaki Revetment formation method and apparatus therefor

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49126142A (en) * 1973-04-05 1974-12-03
JPS56115408A (en) * 1980-02-18 1981-09-10 Masaru Shinozaki Revetment formation method and apparatus therefor

Also Published As

Publication number Publication date
JPH0735853Y2 (en) 1995-08-16

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