JP3461142B2 - How to fix the pressure receiving structure - Google Patents

How to fix the pressure receiving structure

Info

Publication number
JP3461142B2
JP3461142B2 JP14790299A JP14790299A JP3461142B2 JP 3461142 B2 JP3461142 B2 JP 3461142B2 JP 14790299 A JP14790299 A JP 14790299A JP 14790299 A JP14790299 A JP 14790299A JP 3461142 B2 JP3461142 B2 JP 3461142B2
Authority
JP
Japan
Prior art keywords
receiving structure
pressure receiving
pressure
slope
plate
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
JP14790299A
Other languages
Japanese (ja)
Other versions
JP2000336656A (en
Inventor
一之 古賀
孝彦 東中
卓嗣 濱田
久嗣 立花
耕 山本
Original Assignee
株式会社ダイクレ
八木 輝幸
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 株式会社ダイクレ, 八木 輝幸 filed Critical 株式会社ダイクレ
Priority to JP14790299A priority Critical patent/JP3461142B2/en
Publication of JP2000336656A publication Critical patent/JP2000336656A/en
Application granted granted Critical
Publication of JP3461142B2 publication Critical patent/JP3461142B2/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)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明が属する技術分野】本発明は、法面の安定化のた
め法面にアンカーボルトによって固定される受圧構造物
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pressure receiving structure fixed to a slope by anchor bolts for stabilizing the slope.

【0002】[0002]

【従来技術】近年、法面の安定化のためプレキャストコ
ンクリート製のブロックを法面の土砂荷重を受ける受圧
構造物として用い、法面の地盤に固定したアンカーボル
トに受圧構造物を差込み、アンカーボルト突出端にナッ
トを捩込んで締付けて固定する工法が採用され、軽量化
を図るためにコンクリート製ブロックに代え、ガラス繊
維強化発泡ウレタン(FFU)製の受圧板を用いたもの
も知られる。
2. Description of the Related Art In recent years, a block made of precast concrete has been used as a pressure receiving structure for bearing the load of soil on the slope to stabilize the slope, and the pressure receiving structure is inserted into an anchor bolt fixed to the ground on the slope to form an anchor bolt. A method in which a nut is screwed into the projecting end and tightened to fix is adopted, and there is also known a method in which a pressure receiving plate made of glass fiber reinforced urethane (FFU) is used instead of the concrete block in order to reduce the weight.

【0003】法面の安定化工法としてはこのほか、法面
へのコンクリート打設により法枠を構築する工法、工場
生産されたコンクリートブロックを法面に設置して法枠
を構築する工法も知られる。
Other known methods for stabilizing the slope include a method for constructing a slope by placing concrete on the slope and a method for constructing a slope by installing a factory-produced concrete block on the slope. To be

【0004】[0004]

【発明が解決しようとする課題】法面に法枠を設置する
工法においては、法枠内に植生して緑化を図ることが可
能であるが、法面へのコンクリート打設により法枠を構
築する工法は、法面に型枠を設置したり、鉄筋を組み立
てゝコンクリート打設することが必要で、作業が煩雑と
なって作業能率が悪く、とくに急斜面の場合施工が困難
である。コンクリートブロックを法面に設置する工法は
上記の工法に比べると作業能率はよいが、コンクリート
ブロックを法面に組付けて固定するのにかなりな手間が
かゝる。
In the construction method in which the slope is installed on the slope, it is possible to vegetate and grow greenery inside the slope, but the slope is constructed by placing concrete on the slope. The construction method requires installing a formwork on the slope and assembling the reinforcing bars and placing concrete, which makes the work complicated and the work efficiency is poor, and the construction is difficult especially on a steep slope. Although the method of installing the concrete block on the slope is more efficient than the above method, it takes a lot of time and effort to assemble and fix the concrete block on the slope.

【0005】これに対し受圧構造物は、一本のアンカー
ボルトに取付けて、その突出端に捩込んだナットを締付
けるだけで固定できるため、上記工法に比べ施工時の作
業能率がよく、また比較的広い面積で法面の土砂荷重を
受けることができるが、受圧構造物を取付けた法面は景
観に難点がある。本発明は、緑化により景観を向上させ
ることができる受圧構造物を提供することを目的とす
る。
On the other hand, the pressure receiving structure can be fixed simply by mounting it on one anchor bolt and tightening the nut screwed into the protruding end thereof, so that the work efficiency at the time of construction is better than that of the above construction method, and the comparison is made. It is possible to receive the earth and sand load on the slope over a large area, but the slope with the pressure receiving structure has a problem in the landscape. An object of the present invention is to provide a pressure receiving structure that can improve the landscape by greening.

【0006】[0006]

【課題の解決手段】請求項1記載の発明は、法面の地盤
に固定したアンカーボルトに縦桟と横桟よりなって、格
子状をなす受圧構造物を差込んだのち、その上に押え板
を差込んで重ね、ついで押え板より突出するアンカーボ
ルトの突出端にナットを捩込んで締付けて固定される受
圧構造物であって、押え板がナットを捩込んで締付ける
ときの加圧力を受圧構造物に分散し、かつ縦桟と横桟よ
り構成される升目を通して植生されることを特徴とす
る。
According to a first aspect of the present invention, a pressure receiving structure in the form of a grid, which is composed of vertical rails and horizontal rails, is inserted into an anchor bolt fixed to the ground on the slope, and then the pressure receiving structure is pressed onto it. It is a pressure receiving structure in which the plates are inserted and stacked, and then the protruding end of the anchor bolt protruding from the holding plate is screwed and fixed by tightening the nut, and the pressure applied when the holding plate is screwed in and tightens the nut. It is characterized in that it is dispersed in the pressure receiving structure and vegetation is made through the squares composed of vertical and horizontal rails.

【0007】本発明の受圧構造物によると、緑化により
景観を向上させることができ、またナットを捩込んで締
め付けて固定するときの締付時の加圧力が分散されるこ
とにより、押え板全体で受圧構造物を押さえて強固に固
定することができる。
According to the pressure receiving structure of the present invention,
The scenery can be improved and the nut can be screwed in and tightened.
Make sure that the pressure force during tightening when installing and fixing is dispersed.
By pressing, the pressure-receiving structure is
Can be set.

【0008】本発明の受圧構造物は、単体で使用するこ
ともできるし、複数重ねて使用することもできる。複数
重ねる場合、各受圧構造物の升目はサイズが同じであっ
ても異なっていてもよい。いずれの場合でも積み重ねら
れる受圧構造物は、升目が下側及び若しくは上側の受圧
構造物の縦桟又は横桟で塞がれないように、或いは一部
が塞がれるにしても塞がれる箇所が少なくなるように考
慮して重ねられる。受圧構造物はまた鋼製であってもよ
いが、軽量化のため好ましくはFRP製とされる。
The pressure receiving structure of the present invention can be used alone or in a plurality of layers. When stacking a plurality of cells, the squares of each pressure receiving structure may have the same size or different sizes. In any case, the pressure receiving structure to be stacked is such that the squares are not blocked by the vertical and horizontal bars of the lower and / or upper pressure receiving structure, or even if they are partially blocked. Are taken into consideration so that they will be reduced. The pressure receiving structure may also be made of steel, but is preferably made of FRP for weight reduction.

【0009】請求項2記載の発明は、請求項1記載の発
明において、押え板の代わりにクロスないし十字形に組
合せた形鋼を用いることを特徴とする。本発明による
と、形鋼は剛性が大であるため、アンカーボルトにより
集中荷重を加え、その集中荷重が大であっても受圧構造
物を強く均一に押え込むことができる。
The invention according to claim 2 is characterized in that, in the invention according to claim 1, shaped steels combined in a cross shape or a cross shape are used instead of the pressing plate. According to the present invention, since the shaped steel has high rigidity, a concentrated load can be applied by the anchor bolts, and even if the concentrated load is large, the pressure receiving structure can be strongly and uniformly pressed.

【0010】[0010]

【発明の実施の形態】図1において、大中小とサイズが
異なる三個の受圧構造物1、2及び3はいずれもFRP
製で、縦桟と横桟よりなる格子状をなし、升目がそれぞ
れ同じサイズとなっている。そして中央部に後述するア
ンカーボルトを通すため縦桟と横桟を十文字に切除して
いる。
BEST MODE FOR CARRYING OUT THE INVENTION In FIG. 1, three pressure receiving structures 1, 2 and 3 having sizes different from large, medium and small are all FRP.
It is made of a vertical cross and a horizontal cross, and the squares are the same size. The vertical rail and the horizontal rail are cut into a cross shape to pass an anchor bolt described later in the center.

【0011】固定時においては図2に示すように、法面
の地盤4にアンカーボルト5を固定し、突出部分に受圧
構造物1、2及び3をサイズの大きなものから順に升目
を揃えて切除部分で差込み、更にその上に押え板6を差
込んでボルト突出端の袋ナット7を捩込んで受圧構造物
1、2、3を締付けて法面に固定する。
At the time of fixing, as shown in FIG. 2, anchor bolts 5 are fixed to the ground 4 on the slope, and the pressure-receiving structures 1, 2 and 3 are cut off from the protruding portion in order of increasing size. The pressure receiving structures 1, 2 and 3 are tightened and fixed to the slope by inserting the press-fitting plate 6 on the part and screwing the cap nut 7 at the protruding end of the bolt.

【0012】本実施形態の受圧構造物によると、一つ一
つの受圧構造物はFRP製で格子状をなすため軽量で、
運搬が容易であり、しかも施工時には一本のアンカーボ
ルトに受圧構造物を一つ一つ差込んで最後に押え板を差
込み、ボルト突出端に袋ナットを捩込むだけで取付け作
業が行われ、作業能率が向上すること、実質的に受圧構
造物全体で土砂荷重を受けることができること、格子状
であることにより法面に多少の凹凸があっても安定して
取付けることができること、押え板を設けたことにより
受圧構造物を強固に固定できること、格子状の受圧構造
物を通して植生することができ、緑化により景観を向上
させることができること等の効果を有する。
According to the pressure-receiving structure of the present embodiment, each pressure-receiving structure is made of FRP and has a lattice shape, which is lightweight.
It is easy to transport, and at the time of construction, just insert the pressure receiving structure one by one into the anchor bolt, insert the holding plate at the end, and screw the cap nut into the protruding end of the bolt to perform the installation work. The work efficiency is improved, the load on the entire pressure-receiving structure can be received substantially, and the grid-like structure enables stable mounting even if there is some unevenness on the slope. By providing the pressure receiving structure, the pressure receiving structure can be firmly fixed, vegetation can be performed through the lattice-shaped pressure receiving structure, and the landscape can be improved by greening.

【0013】図3は、植生した受圧構造物1、2及び3
を示すもので、図中9は、生い茂った雑草を示す。上記
実施形態では、各受圧構造物1、2及び3はサイズが異
なっているが、別の実施形態では同じサイズのものが用
いられる。上記実施形態ではまた、受圧構造物を押え付
けるのに押え板が用いられているが、別の実施形態では
形鋼が用いられる。図4は、H形鋼をクロスに組合わせ
て受圧構造物11を押え付けた例を示すものである。
FIG. 3 shows vegetated pressure receiving structures 1, 2 and 3
9 shows the overgrown weeds. In the above embodiment, the pressure receiving structures 1, 2 and 3 have different sizes, but in other embodiments, the same size is used. In the above embodiment, the pressing plate is also used to press the pressure receiving structure, but in another embodiment, shaped steel is used. FIG. 4 shows an example in which the H-shaped steel is combined with a cloth and the pressure receiving structure 11 is pressed down.

【0014】図5は、押え板12の四隅に断面が受圧構
造物の縦桟と横桟よりなる格子の升目と同形同大をな
し、かつ長さが3個の受圧構造物1、2、3の厚みと同
一をなす脚13を突設した例を示すものである。本実施
形態によると、脚13を受圧構造物1、2、3に差し込
むことにより、各受圧構造物の升目が揃うようになる。
FIG. 5 is a sectional view of the pressure plate 12 at four corners. The pressure receiving structures 1 and 2 each have a cross section having the same shape and size as the grid of the lattice formed by the vertical and horizontal bars of the pressure receiving structure. 3 shows an example in which a leg 13 having the same thickness as that of No. 3 is provided in a protruding manner. According to this embodiment, by inserting the legs 13 into the pressure receiving structures 1, 2, and 3, the squares of the pressure receiving structures are aligned.

【0015】[0015]

【発明の効果】請求項1記載の発明によると、受圧構造
物は格子状をなすため軽量で、運搬が容易であり、しか
も施工時には一本のアンカーボルトに受圧構造物を差込
み、ボルト突出端にナットを捩込んで締付作業を行うだ
けでよく、作業能率が向上すること、実質的に受圧構造
物全体で土砂荷重を受けることができること、格子状で
あることにより法面に多少の凹凸があっても安定して取
付けることができること、緑化により景観を向上させる
ことができること、押え板で応力分散を行うことによ
り、押え板全体で受圧構造物を押えて強固に固定するこ
とができること等の効果を奏する。
According to the invention of claim 1, since the pressure receiving structure has a lattice shape, the pressure receiving structure is lightweight and easy to carry, and the pressure receiving structure is inserted into one anchor bolt at the time of construction, and the projecting end of the bolt is It is only necessary to screw in the nuts for tightening work, improving work efficiency, being able to receive earth and sand loads substantially over the entire pressure-receiving structure, and having a grid-like structure, there is some unevenness on the slope. Even if there is, it can be installed stably, the landscape can be improved by greening , and the stress distribution is performed by the holding plate.
The entire pressure plate to hold the pressure receiving structure firmly.
The effects such as being able to achieve are achieved.

【0016】請求項2記載の発明の形鋼によると、剛性
が大であるためアンカーボルトによる締付けを行った場
合、形鋼全体で均一な押し力で受圧構造物を強く押え込
むことができる。
According to the shaped steel of the second aspect of the present invention, since the rigidity is high, when the anchor bolt is used for tightening, the pressure-receiving structure can be strongly pressed by the entire shaped steel with a uniform pressing force.

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

【図1】本発明に係る受圧構造物の斜視図。FIG. 1 is a perspective view of a pressure receiving structure according to the present invention.

【図2】図1に示す受圧構造物を法面に固定した状態を
示す図。
FIG. 2 is a view showing a state in which the pressure receiving structure shown in FIG. 1 is fixed to a slope.

【図3】植生した受圧構造物の要部の拡大断面図。FIG. 3 is an enlarged cross-sectional view of a main part of a pressure receiving structure that is vegetated.

【図4】受圧構造物をクロスに組合せたH形鋼で押え付
けた例を示す斜視図。
FIG. 4 is a perspective view showing an example in which an H-shaped steel in which a pressure receiving structure is combined with a cloth is pressed down.

【図5】受圧構造物を押える脚付押え板の斜視図。FIG. 5 is a perspective view of a presser plate with legs for pressing a pressure receiving structure.

【符号の説明】[Explanation of symbols]

1、2、3、11・・受圧構造物 4・・地盤 5・・アンカーボルト 6、12・・押え板 7・・袋ナット 9・・雑草 13・・脚 1, 2, 3, 11, ... Pressure receiving structure 4 ... Ground 5 ... Anchor bolt 6, 12 ... Presser plate 7 ... Cap nut 9 ... weeds 13 ... legs

───────────────────────────────────────────────────── フロントページの続き (72)発明者 濱田 卓嗣 広島県呉市築地町1−24 株式会社ダイ クレ内 (72)発明者 立花 久嗣 広島県呉市築地町1−24 株式会社ダイ クレ内 (72)発明者 山本 耕 広島県呉市築地町1−24 株式会社ダイ クレ内 (56)参考文献 特開 平9−273158(JP,A) 特開 平9−95942(JP,A) 特開 平9−279592(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 17/20 103 E02D 17/20 102 E02D 5/80 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takuji Hamada 1-24 Tsukiji-cho, Kure City, Hiroshima Prefecture Daikure Co., Ltd. (72) Inventor Hisashi Tachibana 1-24 Tsukiji-cho, Kure City, Hiroshima Prefecture Daikure Co., Ltd. 72) Inventor Ko Yamamoto 1-24 Tsukiji-cho, Kure City, Hiroshima Prefecture Daikure Co., Ltd. (56) Reference JP 9-273158 (JP, A) JP 9-95942 (JP, A) JP 9-279592 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) E02D 17/20 103 E02D 17/20 102 E02D 5/80

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】法面の地盤に固定したアンカーボルトに縦
桟と横桟よりなって、格子状をなす受圧構造物を差込ん
だのち、その上に押え板を差込んで重ね、ついで押え板
より突出するアンカーボルトの突出端にナットを捩込ん
で締付けて固定される受圧構造物であって、押え板がナ
ットを捩込んで締付けるときの加圧力を受圧構造物に
散し、かつ縦桟と横桟より構成される升目を通して植生
されることを特徴とする受圧構造物。
1. An anchor bolt fixed to the ground on a slope is inserted with a pressure-receiving structure in the form of a grid, which is composed of vertical bars and horizontal bars, and then a presser plate is inserted on top of it, and the presser foot is then pressed. A pressure receiving structure in which a nut is screwed and fixed to a protruding end of an anchor bolt protruding from a plate, and a pressing force when the pressing plate is screwed in and tightening the nut is divided into the pressure receiving structure. A pressure-receiving structure characterized by being scattered and vegetated through a grid composed of vertical and horizontal rails.
【請求項2】押え板の代わりにクロスないし十字形に組
合せた形鋼を用いることを特徴とする請求項1記載の受
圧構造物。
2. The pressure-receiving structure according to claim 1, characterized in that instead of the holding plate, cross-shaped or cross-shaped shaped steel is used.
JP14790299A 1999-05-27 1999-05-27 How to fix the pressure receiving structure Expired - Lifetime JP3461142B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14790299A JP3461142B2 (en) 1999-05-27 1999-05-27 How to fix the pressure receiving structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14790299A JP3461142B2 (en) 1999-05-27 1999-05-27 How to fix the pressure receiving structure

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2003045694A Division JP3727313B2 (en) 2003-02-24 2003-02-24 Fixing method of pressure receiving structure

Publications (2)

Publication Number Publication Date
JP2000336656A JP2000336656A (en) 2000-12-05
JP3461142B2 true JP3461142B2 (en) 2003-10-27

Family

ID=15440729

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14790299A Expired - Lifetime JP3461142B2 (en) 1999-05-27 1999-05-27 How to fix the pressure receiving structure

Country Status (1)

Country Link
JP (1) JP3461142B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007285012A (en) * 2006-04-17 2007-11-01 Hisashi Yagi Seeding and planting panel
CN102493448A (en) * 2011-11-30 2012-06-13 中铁西北科学研究院有限公司 Assembling anchor rod or anchor cable frame

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4954797B2 (en) * 2007-06-01 2012-06-20 黒沢建設株式会社 Pressure receiving structure
CN114521434B (en) * 2022-02-25 2023-03-24 内蒙古和润环境工程有限公司 Component for fixing steep slope rock face planting substrate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007285012A (en) * 2006-04-17 2007-11-01 Hisashi Yagi Seeding and planting panel
CN102493448A (en) * 2011-11-30 2012-06-13 中铁西北科学研究院有限公司 Assembling anchor rod or anchor cable frame
CN102493448B (en) * 2011-11-30 2015-03-11 中铁西北科学研究院有限公司 Assembling anchor rod or anchor cable frame

Also Published As

Publication number Publication date
JP2000336656A (en) 2000-12-05

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