JPH0786235B2 - How to build a fence - Google Patents

How to build a fence

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Publication number
JPH0786235B2
JPH0786235B2 JP19374391A JP19374391A JPH0786235B2 JP H0786235 B2 JPH0786235 B2 JP H0786235B2 JP 19374391 A JP19374391 A JP 19374391A JP 19374391 A JP19374391 A JP 19374391A JP H0786235 B2 JPH0786235 B2 JP H0786235B2
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Japan
Prior art keywords
fence
vertical beam
vertical beams
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.)
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Japanese (ja)
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JPH06280265A (en
Inventor
山本  清
Original Assignee
株式会社 応用企画
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Priority to JP19374391A priority Critical patent/JPH0786235B2/en
Publication of JPH06280265A publication Critical patent/JPH06280265A/en
Publication of JPH0786235B2 publication Critical patent/JPH0786235B2/en
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Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 【0001】 【産業上の利用分野】この発明は法柵の構築方法にかか
わる。 【0002】 【従来の技術】法面の客土の安定には、最近コンクリー
ト法枠に代えて鋼製の軽量法枠が多用されるようになっ
た。これらの軽量法枠はいずれも法枠がアンカーピンを
用いて法面に固定されている。アンカーピンは通常直径
13〜22φ、長さ50〜100cm程度のものが一枠
(通常一枠1m)当たり一本用いられている。然し、
このような細く短いアンカーピンは、理論的根拠も明確
さを欠き、その効果についても実務者から疑問が投げ掛
けられている。一方、軽量法枠の構築コストに占めるア
ンカーピン並びにアンカーピン打ちのコストの比率が大
きく、特に岩盤法面の場合には、穿孔機械でアンカーピ
ン用の孔を一々あける必要があるため可なりのコスト比
率になっている。 【0003】 【発明が解決しようとする課題】このようなことから、
アンカーピンを必要としない軽量法枠の開発が関係者の
間で強く要望されている。この発明はこのような要望に
応え、強度・効果・施工性に秀れた軽量法柵の形成方法
を提供することを目的としている。この発明で法枠でな
く法柵と呼称するのは、枠板が水平方向に立設されるこ
と、並びに、従来の法枠のように何枚かの枠板が集まっ
て完結した形状の枡を形成するのと、やや趣を異にする
ためである。 【0004】 【課題を解決するための手段】この課題を解決するため
に、この発明では、法面上に所定間隔をおいて上下方向
に縦梁複数本を立設し、次いで、隣接する縦梁と縦梁の
間に、所定間隔をおいて横断方向に、帯状柵板を架設し
て法柵を構築するものである。 【0005】 【作用】このように構成すると、縦梁が荷重を支えて呉
れるのでアンカーピンが省略可能となる。 【0006】 【実施例1】以下、この発明の実施例を図面について詳
しく説明する。 〈イ〉縦梁 横長の長方形の鋼板を、中央部で長辺に直角な二本の折
れ線でそれぞれ直角に屈折して横断面コの字型の連結金
具1を形成する。屈折して形成された二枚の連結片2に
は、それぞれ、上下三個づつの円形の連結孔3を、中央
部の基板4には上下二個の円形の連結孔3を付設してお
く(図2参照)。連結片は10〜20×5〜15cm、
基板は二枚の連結片の間隔を規定するものであるが、1
0〜20×1.5.〜5cm程度の大きさが一般的であ
る。このような連結金具を断面10〜20×5〜10c
mの長尺の角形鋼管5の両側面に50cm〜1m間隔で
取付けて縦梁Aを構成する。取付けはボルト・ナットな
どの金具を用いてもよいし、熔接によってもよい。縦梁
の下端には両側縁に突出した底板6を付設しておく(図
3参照)。 〈ロ〉柵板 帯状の亜鉛メッキ鋼板を、ロールフォーミング機械を用
いて断面を波型に成形する。波の頂点を避けた斜面に
は、フォーミング成形と連動した連続プレス成形によ
り、フォーミングに先立って、長手方向に一条ないし数
条、等間隔で並ぶ水抜き孔7を付設して柵板Bとする。
水抜き孔は連結孔を兼用する(図4参照)。通常、柵板
の巾は10〜20cm、長さは50〜150cm、波の
振幅は柵板の厚さを規定し、連結金具の二枚の連結片の
間隔に略合致するものであるが−15〜25mm、波長
は30〜70mm、水抜き孔の形状は横長の楕円形で、
その大きさは短径が10〜20mm、長径が20〜30
mm、その間隔は5〜20cmである。 〈ハ〉法柵の構築方法 法面Cに縦梁Aを上下方向に設置する。縦梁と縦梁の間
隔は通常1〜2mである。縦梁の下端は底板6を埋め込
むようにして基礎コンクリート8を打設し、上端はアン
カーピン9を打って縦梁の安定を諮る。次いで、設置さ
れた縦梁と隣接の縦梁と間に、柵板Bを立設する。立設
する場合、柵板を連結金具の二枚の速結片の間に落とし
込む。連結金具の連結孔と柵板の連結孔とに共通の止め
ピン10を貫通せしめ、柵板の脱落を防ぐ(図1参
照)。尚、ここで縦梁を設置し、次いで、柵板を立設す
る。とあるのは、必ずしも柵板の立設に先立って全部の
縦梁を立設することを意味するのではなく、縦梁を設置
しながら、順次、柵板を立設する方法でもよいのは勿論
である。縦梁を安定させる手段としては、縦梁の上端部
など適宜個所に縦梁と同じ材料を用いて横梁を設置して
もよい。この場合縦梁と横梁はしっかりと固定する必要
がある。縦梁と柵板とは直接に連結しないで、連結金具
を介してルースに連結するので、長さ・角度など連結に
融通性をもつことが出来る。従って、従来のコンクリー
ト二次製品からなる法枠のように連結部がびったり合わ
ぬからといって、重い法枠部材を何度も積み替えるなど
の無駄な労力を使わないで済む。又、柵板には全長にわ
たって水抜き孔兼連結孔が設けられているので、長さの
微調整で合わぬときには、柵板を切断すればよい。連結
金具の連結孔も一列に複数個付設してあるので、何れか
の連結孔を用いれば、長さは連続的に変化させることが
可能である。又、曲面のある法面は台形の集合として取
り扱えるので、縦梁の間隔を下方では広く上方では狭く
して設置し、柵板はこの間隔に合わせて上方に行くに従
って短いものを使用すれば、曲面での施工も極めて簡単
に出来る。この場合も上記したように切断・調節が可能
なことが強みを発揮する。(図5参照)R法面では台形
の面同志は屈折しているが、この発明の場合には、連結
金具と柵板がある程度自由に屈折出来るので、R法面の
施工も容易である。法面の水平断面はR法面のように屈
曲していることも多いが、垂直断面は勾配は同一法面内
では変わらず、一直線をなしていることが多いので、長
尺の縦梁を用いても地山になじまないということは少な
く、この実施例のような綱管からなる縦梁を用いること
が出来る。法面に岩が突出していて縦梁の設置に邪魔に
なれば、縦梁は岩を避けて設置し、柵板の切断によって
施工することが可能である。柵板の切断がし易いこと
は、このような場合にも有効である。一般に、法面の客
土を支持するには枠板を水平方向に立設するのが一番適
している。しかし、従来の法枠では、凹凸のある場合、
Rの付いた場合などの施工がやり難いので、法枠の形状
を多くの場合菱形としてきた。この発明では、練結の方
法・切断などにより調節がやり易いことから、柵板を水
平方向に立設することが可能である。このため客土の安
定効果が大きい。 【0007】 【実施例2】 〈イ〉縦梁 縦長の綱板を、中央部で長辺に直角な二本の折れ線でそ
れぞれ直角に屈折して、二枚の横長の長方形の連結片2
と、これらを繋ぐ基板4とからなる縦断面コの字型の連
結金具1を形成する。連結片2の両端部には、上下にそ
れぞれ横長の楕円形の連結孔3、中央部には貫通孔11
を設ける。貫通孔は円形で一個所に楔挿入部12を付設
する(図6参照)。断面円形の長尺の鋼管13を上記連
結金具1の貫通孔11に次々と貫通し、50〜100c
mの間隔で連結金具を鋼管に固定して縦梁Aとする。下
端には底板6を付設する。連結金具の固定方法として
は、楔挿入孔に楔14を打ち込むのが簡便且つ確実であ
る(図7参照)。鋼管としては、特に規定するものでは
ないが、一般に建築足場などに多用されている48.6
φの丸管を用いれば、入手し易い上、鋼管同志のジョイ
ント材・底板など各種付属部品も流通しているので便利
である。足場組立に用いるクランプを連結金具として用
いることも可能である。又、この実施例の連結金具は現
場で縦梁に取りつけ可能なので、上下方向の柵板間隔の
調節の場合などには極めて好都合である。 〈ロ〉柵板 実施例1と同一のものを用いる。 〈ハ〉法棚の構築方法 実施例1と略同一である。 【0008】 【実施例3】 〈イ〉縦梁 帯状の綱板の中央部に基板4を残して、両端部をクラン
ク状に折り曲げて連結片2を形成する。基板には二個の
円形の連結孔3を、連結片には長手方向にそれぞれ二個
の横長楕円形の連結孔3を付設して連結金具1を形成す
る(図8参照)。断面10〜20×5〜10cmの長尺
の角形鋼管5の上下両面から綱管を包むように、上記連
結金具を、綱管と直交するように、且つ、両側縁に突出
するように、50cm〜1m間隔で取り付けて縦梁Aを
構成する。縦梁の下端には実施例1と同様に底板6を付
設する。連結金具の取り付けにはボルト・ナット15を
用いる(図9参照)。 〈ロ〉柵板 帯状のエキスパンドメタル16の両側縁に、アングル材
17を溶接で付設して柵板Bとする。アングル材の両端
部の上下面には、横長な楕円形の連結孔3を等間隔で複
数個設ける(図10参照)。 〈ハ〉法柵の構築方法 実施例1と同様に法面Cに縦梁Aを上下方向に設置す
る。設置された縦梁と縦梁の間に、柵板Bを立設する。
立設する場合、柵板を山側から上下の連結金具の連結片
をアングル材で挟み込むようにして設置する。柵板と連
結片の連結孔には共通の長い止めピンを貫通して柵板を
固定する(図11参照)。連結孔は共に横長の孔である
ので、長さの調節が容易である。曲面の法面等に対する
適応性は実施例1と同様である。 【0009】 【実施例4】 〈イ〉縦梁 帯状の鋼板の長手方向の中央部を略半円形に形成し、そ
の延長部は短い平坦な基板4を残した上円弧のある側に
略90゜屈折され、更に外側に向かって略90゜屈折さ
れて連結片2が付設された連結金具1を形成する。基板
にはそれぞれ円形の連結孔3を、連結片には長手方向に
並んだ二個の横長の楕円形の連結孔を付設する(図12
参照)。実施例2と同様に断面円形の長尺の鋼管13
に、50〜100cmの間隔で、上記連結金具1を両側
から鋼管を抱くような状態で固定する。固定は基板の連
結孔を通してボルト・ナットなどで行う(図13参
照)。連結金具1は貫通孔11を付設した一枚の連結片
2で構成してもよい。連結片2に連結突起18を付設し
ておいて、柵板の連結孔に挿入する方法なども可能であ
る(図14参照)。連結金具の強度は、一枚の柵板にか
かる土の重量を支える力があればよいので、あまり大き
な強度は要求されていない。 〈ロ〉柵板 帯状の亜鉛メッキ綱板を、ロールフォーミング機械を用
いて断面をコの字型に成形して柵板Bとする。両側縁部
にはフォーミング成形に先立ってそれぞれ一列の横長の
楕円形の連結孔3を付設する。平板部にも同様複数列の
水抜き孔7を付設する。縦梁の下端には底板を付設す
る。(図15参照)。 〈ハ〉法柵の構築方法 実施例3と略同一である。 【0010】 【実施例5】 〈イ〉縦梁 横長の長方形の鋼板を長辺に平行な中央線で略重なり合
うまで折り曲げ、折れ片22二枚が数mm程度の挿入溝
23を構成して、断面U字型の連結金具1を形成する。
折れ片の両端部には、二枚の折れ片を貫通して複数個の
連結孔3を付設する(図16参照)。長尺のH形鋼24
の上下に上記した連結金具それぞれ一枚を、挿入溝23
を同一方向に向けて、形綱と直交するように固定して縦
梁Aとする。固定は例えば形鋼の両側部でボルト・ナッ
ト15で締め付けるなど適宜方法による。又、連結金具
の取りつけ間隔は50cm〜2m程度とする(図17参
照)。H型鋼・角形鋼管が貫通出来る貫通孔11のある
断面コの字型の連結金具にH型鋼24を貫通した後、上
部のネジ孔を通してネジ25を締め、連結金具を固定し
て縦梁Aを構成してもよい(図18参照)。又、断面U
字型の連結金具二個を、上記と同様の貫通孔11のある
基板4で連結たものを用意し、同様に用いて縦梁Aを構
成してもよい(図19参照)。 〈ロ〉柵板 実施例4と同一のものを用いる。 〈ハ〉法柵の構築方法 他の実施例と同様な構築方法を採用するが、柵板を固定
するには、柵板をコの字形の連結金具の凹部の内にはめ
込んでもよいし(図20参照)、柵板の折れ曲がった両
側縁部を連結金具の挿入溝23に挿入してもよい(図2
1参照)。 【0011】 【その他の実施例】 〈イ〉縦梁 縦梁Aは上記実施例に示した長尺の綱管に限定されるこ
となく、法面全体の客土の重みにより、挫屈・屈折され
ることがなく、人力あるいは軽微な機械で施工できる程
度の軽量なものであれば、その素材・形状を問うもので
はない。要は、縦梁を上下万向に設置した時に、縦梁に
掛かる重量を途中のアンカーピンによってではなく、縦
梁自体の対圧縮強度で支持出来れば良い。又、この発明
の骨子は断面の大きな現場打ちコンクリート梁を縦梁と
して用いるのではなく、比較的軽量な持ち運び出来る材
料を用いることに主眼を置いているものである。このよ
うな意味で、鋼材としては、管材の他H型鋼・C型鋼な
ど軽量で強度のでる断面形状をもったものが一般的であ
る。又、他の素材としては、例えばガラス繊維補強コン
クリート(GRC)・スチールファイバーコンクリート
(SFC)などでも差し支えない。尚、縦梁に重量が
必要な場合には、鋼管の縦梁を設置した後、その中にモ
ルタル・コンクリートなどを打設するなども可能であ
る。又、その長さに就いても、長尺物に限定されること
なく、差し込むことにより次々と接続できるような1m
程度の短尺のものを用いてもよい。例えば、図6にある
ような柵板を落とし込める連結金具1の連結片2の中央
部に、連結片と直交する嵌合パイプ26を突出付設した
連結金具(図22参照)を用い、50cm〜2m程度に
切断した鋼管と、このような連結金具とを交互に嵌合し
ながら継ぎ合わせて長尺の縦梁Aを形成してもよい。
又、柵板を余裕をもって挿入出来る短い角型鋼管5の表
裏両面に、直交して嵌合パイプ26を突出付設した連結
金具を用いてもよい(図23参照)。この場合、短い鋼
管を一本の鋼管に継ぎ合わせ、縦梁Aとするのであるか
ら、嵌合パイプで継いだ個所が鋼管本体と同等の強度を
要求される。一方連結金具は柵板を落とし込み、連結角
度・長さなどがある程度調節出来るように、余裕のある
ことが望ましい。角形鋼管5二本を平行に、若干の間隔
をおいて重ね合わせ、ボルト・ナット15をこの隙間を
通して連結金具を付設し、縦梁Aを形成すれば、角形鋼
管に孔をあけないで済むので、孔をあける手間が要らな
いとか、綱管の内部の錆の発生がないとか、連結金具を
現場で任意の個所に取りつけられるなど、好都合である
(図24参照)。角形鋼管の代わりに、軽ミゾ型鋼19
二本を開口部を向かい合わせに用い、その周囲に不織布
等の透水材料20で覆って縦梁Aを形成すれば、内部を
上下に通ずる排水管21として、法面の湧水の排除など
に役立ち好都合である(図25参照)。 〈ロ〉柵板 柵板Bも実施例1・2・3に示した鋼鉄製のものに限定
されることなく、法柵のなかの客土を保持し、施工中に
作業員が乗った時に屈曲してしまうようなことがなく、
軽量であれば、GRC・SFCなどのコンクリート製
品、丈夫なプラスチック製品などでもよい。法面の雨水
・湧水を出来るだけ速く取り除きたいので、柵板には水
抜き孔が付設されているほうが望ましい。 【0012】 【発明の効果】この発明はこのように構成されているの
で、次のような特長をもっている。 アンカーピンが不要なので、施工能率は極めよく、
トータルコストを大幅に引き下げることが可能である。 縦梁・柵板の設置も非常に簡単で、且つ融通性があ
るので、この点でもコストの引き下げができる。 それぞれの部材が軽量であるので、施工能率が良
い。 柵板は直材でよいので生産性が良く、安価であり、
材料選択の範囲も大きい。 又、直材であるから、柵板
の長さを容易に変更できる。 柵板は直材で二次の曲げ加工などが不要なので、柵
板の断面は比較的自由に選択できる。断面係数を大きく
するように、断面を波型・C型などとすれば、軽量で曲
げ強度の大きなものを形成出来る。 R法面も棚板の長さの調節・縦梁と棚板の角度の変
更により、簡単に施工できる。 実施例に示したように、二枚の連結片を用いて、柵
板の端部を挿し込んだり、噛み合わせたりすれば、ボル
ト・ナットや止めピンなどなしでも柵板を連結金具と固
定出来、施工性が非常によい。 柵板が法面上、水平方向に立設されているので、客
土支持効果が大きい。 透水性のある縦梁を用いれば、縦梁を法面の排水溝
としも使用可能である。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a fence. [0002] In order to stabilize the sloped soil, a lightweight steel frame has recently been used in place of the concrete frame. In each of these lightweight method frames, the method frame is fixed to the slope using anchor pins. An anchor pin having a diameter of 13 to 22φ and a length of 50 to 100 cm is usually used for each frame (usually 1 m 2 per frame). However,
Such a thin and short anchor pin lacks a clear rationale, and practitioners have questioned its effect. On the other hand, the ratio of anchor pin and anchor pin driving costs to the construction cost of the lightweight method frame is large, and especially in the case of rock slope, it is necessary to make holes for anchor pins one by one with a drilling machine. It is a cost ratio. [0006] From the above,
There is a strong demand among the parties concerned to develop a lightweight legal framework that does not require anchor pins. An object of the present invention is to provide a method for forming a lightweight fence with excellent strength, effect and workability in response to such a demand. In this invention, a law fence is referred to as a law fence instead of a law frame because a frame board is erected in a horizontal direction, and like a conventional law frame, a plurality of frame boards are gathered together to form a masu. This is because it is a little different from the formation of. In order to solve this problem, according to the present invention, a plurality of vertical beams are erected vertically on a slope at predetermined intervals, and then adjacent vertical beams are provided. A vertical fence is constructed by erection of a band-shaped fence plate in the transverse direction at a predetermined interval between the beam and the vertical beam. With this structure, since the vertical beam supports the load and moves, the anchor pin can be omitted. Embodiment 1 An embodiment of the present invention will be described in detail below with reference to the drawings. <A> Longitudinal beam A horizontally long rectangular steel plate is bent at right angles by two polygonal lines at right angles to the long sides in the central portion to form a connecting fitting 1 having a U-shaped cross section. Two upper and lower circular connecting holes 3 are provided in the two bent connecting pieces 2, respectively, and two upper and lower circular connecting holes 3 are provided in the central substrate 4. (See Figure 2). The connecting piece is 10 to 20 x 5 to 15 cm,
The board defines the distance between the two connecting pieces.
0-20 × 1.5. Generally, the size is about 5 cm. Cross section of such a connecting metal fitting is 10 to 20 × 5 to 10c.
A vertical beam A is constructed by mounting the long rectangular steel tube 5 of m at intervals of 50 cm to 1 m on both sides. Attachment may be performed by using metal fittings such as bolts and nuts, or by welding. At the lower end of the vertical beam, bottom plates 6 protruding from both side edges are attached (see FIG. 3). <B> Fence plate A strip-shaped galvanized steel sheet is formed into a corrugated cross section using a roll forming machine. On the slope avoiding the apex of the wave, by the continuous press molding linked with the forming molding, prior to the forming, one or several rows of water draining holes 7 arranged at equal intervals are formed in the longitudinal direction to form the fence plate B. .
The drainage hole also serves as the connection hole (see FIG. 4). Usually, the width of the fence plate is 10 to 20 cm, the length is 50 to 150 cm, the amplitude of the wave defines the thickness of the fence plate, and it is approximately the same as the distance between the two connecting pieces of the connecting metal fittings. 15 to 25 mm, wavelength is 30 to 70 mm, the shape of the drainage hole is a horizontally long elliptical shape,
The size is such that the minor axis is 10 to 20 mm and the major axis is 20 to 30.
mm, and the interval is 5 to 20 cm. <C> Method of constructing the vertical fence A vertical beam A is installed vertically on the slope C. The distance between the vertical beams is usually 1 to 2 m. At the lower end of the vertical beam, a base concrete 8 is placed so that the bottom plate 6 is embedded, and at the upper end, an anchor pin 9 is placed to check the stability of the vertical beam. Next, the fence plate B is erected between the installed vertical beam and the adjacent vertical beam. If standing, drop the fence between the two quick-connecting pieces of the connecting bracket. A common retaining pin 10 is passed through the connecting hole of the connecting fitting and the connecting hole of the fence plate to prevent the fence plate from falling off (see FIG. 1). In addition, a vertical beam is installed here, and then a fence plate is erected. That is, it does not necessarily mean that all the vertical beams are erected before the erection of the fences, but the method of sequentially arranging the fences while installing the vertical beams may be used. Of course. As a means for stabilizing the vertical beam, a horizontal beam may be installed at an appropriate place such as an upper end portion of the vertical beam by using the same material as the vertical beam. In this case, the vertical and horizontal beams must be firmly fixed. The vertical beams and the fence plates are not directly connected, but are loosely connected through connecting metal fittings, which allows flexibility in connection such as length and angle. Therefore, it is not necessary to use unnecessary labor such as re-loading heavy legal frame members many times because the connecting portions are stretched or do not fit like the conventional legal secondary product frame. Further, since the fence plate is provided with a drainage hole and a connecting hole over the entire length, when the fine adjustment of the length does not fit, the fence plate may be cut. Since a plurality of connecting holes of the connecting fittings are provided in a row, the length can be continuously changed by using any one of the connecting holes. Also, since slopes with curved surfaces can be handled as a set of trapezoids, if the intervals of the vertical beams are set wide in the lower part and narrow in the upper part, and if the fence plate is shorter in the upper part according to this interval, Construction on a curved surface is also extremely easy. Also in this case, the advantage is that the cutting / adjustment can be performed as described above. (See FIG. 5) The trapezoidal surfaces are bent on the R slope, but in the case of the present invention, the R and S slopes can be bent freely to some extent, so that the R slope can be easily constructed. The horizontal cross section of the slope is often bent like the R slope, but the vertical cross section does not change the slope within the same slope and often forms a straight line. Even if it is used, it rarely fits into the ground, and a vertical beam made of a steel pipe as in this embodiment can be used. If rocks project on the slope and interfere with the installation of the vertical beams, it is possible to install them by avoiding the rocks and cutting the fence plates. The ease of cutting the fence plate is also effective in such cases. Generally, it is most suitable to stand the frame plate horizontally in order to support the sloped soil. However, in the conventional legal framework, if there is unevenness,
Since it is difficult to carry out the construction such as when R is attached, the shape of the legal frame has been set to a rhombus in many cases. According to the present invention, since the adjustment can be easily performed by the kneading method and cutting, the fence plate can be erected horizontally. Therefore, the effect of stabilizing the soil is large. [Embodiment 2] <a> Longitudinal beam A vertically long rope is bent at right angles by two bent lines at right angles to the long sides in the central portion to form two horizontally long rectangular connecting pieces 2
And a connecting member 1 having a U-shaped vertical cross section, which is composed of a substrate 4 connecting the above. Horizontally elongated oval connection holes 3 are provided at both ends of the connection piece 2, and a through hole 11 is provided at the center.
To provide. The through hole has a circular shape, and the wedge insertion portion 12 is attached at one position (see FIG. 6). The long steel pipe 13 having a circular cross section is pierced through the through holes 11 of the connecting fitting 1 one after another to obtain 50 to 100 c
The connection fittings are fixed to the steel pipe at intervals of m to form a vertical beam A. A bottom plate 6 is attached to the lower end. As a method for fixing the connecting fitting, it is simple and reliable to drive the wedge 14 into the wedge insertion hole (see FIG. 7). The steel pipe is not particularly specified, but is commonly used for building scaffolding, etc. 48.6
If φ round tube is used, it is convenient because it is easily available and various accessories such as joint materials and bottom plates of steel tubes are distributed. It is also possible to use a clamp used for scaffolding as a connecting fitting. Further, since the connecting fitting of this embodiment can be attached to the vertical beam on site, it is extremely convenient in the case of adjusting the vertical fence plate spacing. <B> The same fence plate as in Example 1 is used. <C> Method of constructing method shelf This is almost the same as in Example 1. [Embodiment 3] <A> A connecting piece 2 is formed by bending both ends in a crank shape while leaving the substrate 4 in the central portion of a vertical beam strip-shaped rope plate. Two circular connecting holes 3 are attached to the board, and two laterally elliptical connecting holes 3 are attached to the connecting piece in the longitudinal direction to form the connecting fitting 1 (see FIG. 8). In order to wrap the rope from above and below both sides of a long rectangular steel pipe 5 having a cross section of 10 to 20 × 5 to 10 cm, the connecting metal fittings should be orthogonal to the rope and project to both side edges from 50 cm to 50 cm. Vertical beams A are constructed by mounting them at intervals of 1 m. A bottom plate 6 is attached to the lower end of the vertical beam as in the first embodiment. Bolts and nuts 15 are used to attach the connecting fittings (see FIG. 9). <B> Bar plate A bar plate B is formed by attaching angle members 17 to both side edges of the strip-shaped expanded metal 16 by welding. A plurality of horizontally long elliptical connection holes 3 are provided at equal intervals on the upper and lower surfaces of both ends of the angle member (see FIG. 10). <C> Method of constructing a law fence As in the first embodiment, a vertical beam A is installed on the slope C in the vertical direction. A fence board B is erected between the installed vertical beams.
When standing upright, install the fence plate so that the connecting pieces of the upper and lower connecting fittings are sandwiched by angle members from the mountain side. The fence plate is fixed by penetrating a common long stop pin through the fence plate and the connecting hole of the connecting piece (see FIG. 11). Since the connecting holes are both horizontally long, the length can be easily adjusted. The adaptability of the curved surface to the slope or the like is similar to that of the first embodiment. Fourth Embodiment <a> A longitudinal beam strip-shaped steel sheet is formed into a substantially semicircular center portion in the longitudinal direction, and an extension thereof is approximately 90 on a side having an upper arc leaving a short flat substrate 4. The connection fitting 1 is formed by being bent by 90 degrees and further by about 90 degrees toward the outside. A circular connecting hole 3 is attached to each of the substrates, and two laterally elongated oval connecting holes arranged in the longitudinal direction are attached to the connecting piece (FIG. 12).
reference). A long steel pipe 13 having a circular cross section as in Example 2.
Then, at a distance of 50 to 100 cm, the connecting fitting 1 is fixed from both sides so as to hold the steel pipe. Fixing is done with bolts and nuts through the connecting holes of the board (see Fig. 13). The connecting fitting 1 may be composed of a single connecting piece 2 provided with a through hole 11. It is also possible to attach the connecting protrusion 18 to the connecting piece 2 and insert the connecting protrusion 18 into the connecting hole of the fence (see FIG. 14). The strength of the connecting metal fittings is not required to be so great as it is sufficient to support the weight of soil applied to one fence plate. <B> Bar plate A bar plate B is obtained by forming a strip-shaped galvanized steel plate into a U-shaped cross section using a roll forming machine. Prior to forming, a row of laterally elongated elliptical connecting holes 3 is attached to both side edges. A plurality of rows of drainage holes 7 are also attached to the flat plate portion. A bottom plate will be attached to the lower end of the vertical beam. (See FIG. 15). <C> Method of constructing a fence The method is substantially the same as that of the third embodiment. Fifth Embodiment <a> Vertical beam Horizontally long rectangular steel plate is bent until it substantially overlaps with a center line parallel to the long side, and two bent pieces 22 form an insertion groove 23 of about several mm, A connecting fitting 1 having a U-shaped cross section is formed.
A plurality of connecting holes 3 are provided at both ends of the bent piece so as to pass through the two bent pieces (see FIG. 16). Long H-shaped steel 24
Insert one of the above-mentioned connecting metal fittings above and below the insertion groove 23
In the same direction, and fixed so as to be orthogonal to the rope, to form a vertical beam A. The fixing is performed by an appropriate method such as tightening bolts and nuts 15 on both sides of the shaped steel. Also, the mounting interval of the connecting metal fittings is about 50 cm to 2 m (see FIG. 17). After penetrating the H-shaped steel 24 into a U-shaped connecting fitting having a through-hole 11 through which the H-shaped steel / square steel pipe can pass, tighten the screw 25 through the upper screw hole to fix the connecting fitting and fix the vertical beam A. You may comprise (refer FIG. 18). Also, the cross section U
A vertical beam A may be configured by using two V-shaped connecting fittings connected by the substrate 4 having the through hole 11 similar to the above, and similarly used (see FIG. 19). <B> Fence board The same thing as Example 4 is used. <C> Method of constructing method fence A construction method similar to that of the other embodiments is adopted, but in order to fix the fence plate, the fence plate may be fitted into the concave portion of the U-shaped connecting metal fitting (Fig. 20), the bent side edges of the fence plate may be inserted into the insertion groove 23 of the connecting fitting (FIG. 2).
1). [Other Embodiments] <a> Vertical beam The vertical beam A is not limited to the long-length steel pipe shown in the above-mentioned embodiment, but can be buckled or bent due to the weight of the soil on the entire slope. It does not matter what material or shape it is, as long as it is light enough to be constructed manually or with a light machine. In short, when the vertical beam is installed in all directions, it is sufficient that the weight of the vertical beam can be supported not by the anchor pin in the middle but by the compressive strength of the vertical beam itself. Further, the essence of the present invention is not to use a cast-in-place concrete beam having a large cross section as a vertical beam, but to use a relatively lightweight and portable material. In this sense, the steel material is generally a pipe material, such as H-shaped steel and C-shaped steel, which has a lightweight and strong cross-sectional shape. Other materials such as glass fiber reinforced concrete (GRC) and steel fiber concrete (SFC) may be used. If the vertical beam needs to be heavy, it is also possible to install the vertical beam of the steel pipe and then pour mortar, concrete or the like into it. Moreover, even if it comes to its length, it is not limited to a long object, and it can be connected one after another by inserting it.
A short length may be used. For example, using a connecting metal fitting (see FIG. 22) in which a fitting pipe 26 orthogonal to the connecting piece is provided at the center of the connecting piece 2 of the connecting metal fitting 1 into which the fence plate as shown in FIG. A long vertical beam A may be formed by alternately joining a steel pipe cut to a length of about 2 m and such a connecting fitting while joining them together.
Further, connecting fittings may be used in which fitting pipes 26 are provided so as to be orthogonal to each other on both front and back surfaces of the short rectangular steel pipe 5 into which the fence plate can be inserted with a margin (see FIG. 23). In this case, since the short steel pipe is joined to one steel pipe to form the vertical beam A, the portion joined by the fitting pipe is required to have strength equivalent to that of the steel pipe main body. On the other hand, it is desirable that the connecting fittings have a margin so that the fence plate can be dropped and the connecting angle and length can be adjusted to some extent. If two square steel pipes are piled up in parallel at a slight interval and a bolt / nut 15 is provided with a connecting metal fitting through this gap and a vertical beam A is formed, it is not necessary to make a hole in the square steel pipe. It is convenient that there is no need to make holes, that no rust is generated inside the steel pipe, and that the connecting metal fittings can be attached to any place on site (see FIG. 24). Light groove steel 19 instead of square steel pipe
If the vertical beam A is formed by using two openings facing each other and covering them with a water-permeable material 20 such as a non-woven fabric, the drainage pipes 21 that vertically pass through the inside can be used to remove spring water on the slope. It is useful and convenient (see FIG. 25). <B> fence plate The fence plate B is not limited to the steel plate shown in Examples 1, 2 and 3, but when the soil in the law fence is held and a worker gets on during construction. There is no chance of bending,
As long as it is lightweight, concrete products such as GRC / SFC and durable plastic products may be used. Since we want to remove rainwater and spring water on the slope as quickly as possible, it is preferable that the fence be equipped with a drainage hole. Since the present invention is constructed as described above, it has the following features. Since anchor pins are not required, construction efficiency is extremely good,
It is possible to significantly reduce the total cost. Since the installation of vertical beams and fences is very easy and flexible, the cost can be reduced in this respect as well. Since each member is lightweight, construction efficiency is good. Since the fence plate can be made of direct material, it has good productivity and is inexpensive.
The range of material selection is also large. Further, since it is a straight material, the length of the fence plate can be easily changed. Since the fence plate is a straight material and does not require secondary bending, the cross section of the fence plate can be selected relatively freely. If the section is corrugated or C-shaped so as to increase the section modulus, it is possible to form a lightweight and high bending strength. R slope can be easily constructed by adjusting the length of the shelf and changing the angle between the vertical beam and the shelf. As shown in the example, by using two connecting pieces and inserting the ends of the fence plate or engaging them, the fence plate can be fixed to the connecting bracket without bolts, nuts, or locking pins. The workability is very good. Since the fences are erected horizontally on the slope, the effect of supporting the soil is great. If a vertical beam with water permeability is used, the vertical beam can also be used as a drainage groove on the slope.

【図面の簡単な説明】 【図1・図5】法柵の施工方法を示す説明図である。 【図2・図6・図8・図12・図14・図16・図22
・図23】連結金具の斜視図である。 【図3・図7・図9・図13】縦梁の斜視図である。 【図4・図10・図15】柵板の斜視図である。 【図11】連結金具と柵板との連結方法を示す平面拡大
図である。 【図17・図24・図25】連結金具と縦梁本体との連
結方法を示す縦断面説明図である。 【図18・図19】連結金具と縦梁本体との連結方法を
示す斜視説明図である。 【図20・図21】連結金具と柵板との連結方法を示す
縦断面説明図である。
[Brief Description of Drawings] [FIGS. 1 and 5] FIG. 1 is an explanatory view showing a method of constructing a forbidden fence. 2, FIG. 6, FIG. 8, FIG. 12, FIG. 14, FIG. 16, and FIG.
FIG. 23 is a perspective view of a connecting fitting. FIG. 3, FIG. 7, FIG. 9, and FIG. 13 are perspective views of a vertical beam. 4 and 10 and 15 are perspective views of the fence plate. FIG. 11 is an enlarged plan view showing a method of connecting the connecting fitting and the fence plate. FIG. 17, FIG. 24, and FIG. 25 are vertical cross-sectional explanatory views showing a method of connecting the connecting fitting and the vertical beam main body. 18 and 19 are perspective explanatory views showing a method for connecting the connecting fitting and the vertical beam main body. 20 and 21 are longitudinal cross-sectional explanatory views showing a method of connecting the connecting fitting and the fence plate.

Claims (1)

【特許請求の範囲】 法面上に所定間隔をおいて上
下方向に縦梁複数本を立設し、次いで、隣接する縦梁と
縦梁の間に、所定間隔をおいて横断方向に、帯状柵板を
架設することを特徴とした法柵の構築方法。 縦梁の立設に先立って、縦梁には複数個の連結具
を取り付けることを特徴とした、特許請求の範囲第1項
記載の法柵の構築方法。 縦梁は嵌合継手を用いて順次連結された鋼管から
なることを特徴とした、特許請求の範囲第1項または第
2項記載の法柵の構築方法。 縦梁は周囲から吸水でき、且つ、内部に上下に通
ずる排水溝のある材料で構成されたことを特徴とした、
特許請求の範囲第1項、第2項、第3項のいずれかに
載の法柵の構築方法。 曲面のある法面においては、隣接する二本の縦梁
同志の間隔を上端と下端とで変え、縦梁と縦梁の間に取
付られる柵板の長さを変えることを特徴とした、特許請
求の範囲第1項、第2項、第3項、第4項のいずれかに
記載の法柵の構築方法。
What is claimed is: 1. A plurality of vertical beams are erected vertically on a slope at predetermined intervals, and then, between adjacent vertical beams and vertical beams, at predetermined intervals in the transverse direction, A method of constructing a law fence, which is characterized by erection of strip fence boards. Prior to standing for 2 longitudinal beams, the longitudinal beams were characterized by attaching a plurality of connector, the first term claims
How to build the described fence. The three vertical beams are made of steel pipes that are sequentially connected using a fitting joint .
The method of constructing a fence as described in paragraph 2 . The 4 vertical beams are characterized by being made of a material that can absorb water from the surroundings and that has a drainage groove that communicates vertically inside.
A method for constructing a law fence according to any one of claims 1, 2, and 3 . In the slope with 5 curved surfaces, the distance between two adjacent vertical beams is changed between the upper end and the lower end, and the length of the fence plate attached between the vertical beams is changed. Patent contract
The method of constructing a law fence according to any one of the first, second, third, and fourth ranges of the request .
JP19374391A 1991-04-30 1991-04-30 How to build a fence Expired - Lifetime JPH0786235B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19374391A JPH0786235B2 (en) 1991-04-30 1991-04-30 How to build a fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19374391A JPH0786235B2 (en) 1991-04-30 1991-04-30 How to build a fence

Publications (2)

Publication Number Publication Date
JPH06280265A JPH06280265A (en) 1994-10-04
JPH0786235B2 true JPH0786235B2 (en) 1995-09-20

Family

ID=16313073

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19374391A Expired - Lifetime JPH0786235B2 (en) 1991-04-30 1991-04-30 How to build a fence

Country Status (1)

Country Link
JP (1) JPH0786235B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108801666A (en) * 2018-07-05 2018-11-13 福州大学 A kind of device and its implementation of enhancing abutment-soil body interaction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108801666A (en) * 2018-07-05 2018-11-13 福州大学 A kind of device and its implementation of enhancing abutment-soil body interaction
CN108801666B (en) * 2018-07-05 2019-11-12 福州大学 A kind of device and its implementation method of enhancing abutment-soil body interaction

Also Published As

Publication number Publication date
JPH06280265A (en) 1994-10-04

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