JP4088542B2 - Structure of L-type retaining wall block with protective fence - Google Patents

Structure of L-type retaining wall block with protective fence Download PDF

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JP4088542B2
JP4088542B2 JP2003067257A JP2003067257A JP4088542B2 JP 4088542 B2 JP4088542 B2 JP 4088542B2 JP 2003067257 A JP2003067257 A JP 2003067257A JP 2003067257 A JP2003067257 A JP 2003067257A JP 4088542 B2 JP4088542 B2 JP 4088542B2
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retaining wall
column
wall block
continuous beam
block
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JP2003336273A (en
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和光 金丸
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和光コンクリート工業株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、衝突荷重対応型の防護柵付L型擁壁ブロックの構造に関する。詳しくは、土圧対応型のL型擁壁ブロックに特別の部品を用いて防護柵を一体設置可能とすることにより、衝突荷重反応型の防護柵付L型擁壁ブロックと為すことができる防護柵付L型擁壁ブロックの構造に関する。
【0002】
【従来の技術】
近年、道路等の擁壁を早期、かつ安価に構築するために、断面L字形のL型擁壁ブロックが用いられている。これは、土中に埋設される控え部と、この控え部の一端から上方に延長されて擁壁部を構成する起立部を有し、断面がL字形状を為すプレキャストコンクリート製成型品である。このL型擁壁ブロックを掘削された道路造成地に列状に並べ、盛土を行うことで早期、安価に擁壁構築することができる。
【0003】
土圧対応型のL型擁壁ブロックは、十分な土圧対応強度を有することを前提としつつも、原価や運送コストの低減を図ることの必要性から、比較的軽量、コンパクトに設計されねばならなかった。一方で、防護柵を一体的に設置可能のL型擁壁ブロックは、過大な衝突荷重に耐えるよう設計されなければならず、寸法、重量共に大となり、低廉でコンパクトな設計を行うのが困難であった。
【0004】
一般に、土圧対応のL型擁壁ブロックに直接防護柵を設置することはできず、敢えてこれを利用する場合には、L型擁壁ブロックの内側に別途大きな支柱支持用ブロックを設けなければならなかった。
【0005】
しかしながら、土圧対応型のL型擁壁ブロックに対し、その内側に別途大きな支柱支持用ブロックを設けると、それが相当大きなものとなることから、余計にコスト高となる。また、設置作業も別途工事となるので大変割高となる。さらに、支柱支持位置が大きく道路側に寄るので、その分道路幅を狭めてしまう等の問題点があった。
【0006】
【発明が解決しようとする課題】
本発明は、上記従来技術に鑑みて、比較的軽量、コンパクトな土圧対応のL型擁壁ブロックに特殊防護柵取付構造を与えることにより、防護柵一体設置型のL型擁壁ブロックと同等品質で、全体的にも低廉、コンパクトで高機能な設計が可能となる防護柵付L型擁壁ブロックの構造を提供することを目的とする。
【0007】
【課題を解決するための手段】
上記課題を解決するための本発明の防護柵付L型擁壁ブロックの構造は、道路地中に埋設される控え部及び該控え部の一端から上方に延長されて擁壁面を構成する起立部から成り、前記道路に沿って列状に配置される断面L字形のL型擁壁ブロックと、
前記起立部の天端幅が8cm以上に拡張される態様で前記L型擁壁ブロックの内側上部に沿って配置される連続梁と、
前記連続梁の内側に沿って垂直に立設される支柱と、
各支柱の地上部で、前記道路に向って横架される柵状部材と、
前記L型擁壁ブロックの内側で前記支柱の底部を支持し、前記支柱を外に押し倒す力に抗すべく固定する支持部材と、から成ることを特徴とする。
【0008】
本発明の防護柵付L型擁壁ブロックの構造は、土圧対応型のL型擁壁ブロックの内側に連続梁を配置し、その内側に沿って支柱を立設する。従って、支柱に加わる衝突荷重は連続梁を介してL型擁壁ブロックの起立部上部に伝わるので、衝突荷重を複数L型擁壁ブロックで分散したものとなる。また、連続梁は、起立部の天端幅を8cm以上とする態様で、その大きさ及び強度は自由に設計できる。従って、上記衝突荷重の分散度も自由に定めることができ、L型擁壁ブロックを恰も衝突荷重対応型とすることができる。連続梁の設置位置は、L型擁壁ブロックの内側で起立部上部とするので、衝突荷重に伴なうモーメントMを最小とすることができる。
【0009】
また、前記L型擁壁ブロックの内側には、前記支柱の底部を支持、固定し、前記支柱を外に押し倒す力に抗することができる支持部材を設ける。前記支柱を外に押し倒す力は、回転モーメントMに変換され起立部に対しては引抜力Tとして作用する。ここに、連続梁を起立部上部に設け、起立部上部が支柱回転中心となるので、深さ位置の設定により、引抜力Tを自由に設計できる。
【0010】
連続梁から波状鉄板や木材ビーム等による柵状部材までの距離をL1、連続梁から支持部材までの距離をL2とするとき、引抜力Tは、L1/L2となる。距離L1は60cm程度である。距離L2は、最大起立部深さL3まで可能である。深さL3は、規格に応じ1.5m,2.0m,2.5m等が有る。距離L2はこの範囲で自由に定めることができる。一般には50〜80cm程度とされる。これらにより計算される引抜力Tは、通常のインサート金具で十分耐えられる値である。以上の構成による防護柵付L型擁壁ブロックの構造では、約45KJの衝突エネルギに対し、支柱傾倒角度を16°以内とすることができた。
【0011】
また、本発明の防護柵付L型擁壁ブロックの構造において、前記支持部材は、前記L型擁壁ブロックの起立部に穿設された排水口に対し、外部から充当されるフランジ付の外側リング部材及び内側に位置し前記外側リング部材に螺合される内側リング部材を有し、
前記内側リング部材には、前記支柱の底部を支承する支持部を設け、
前記支持部と前記内側リング部材並びに前記外側リング部材の各孔部は、前記L型擁壁ブロックの内側から外部にかけて連通され、新たな排水口とされることを特徴とする。これにより、排水口を利用しての支持部材の取付けが可能となり、一層低廉でコンパクトな設計が可能となる。しかも、外側リング部材はフランジ部を排水口に充当する形であるので、高強度の支持が可能で、かつ意匠的にも優れたものとなる。
【0012】
また、本発明の防護柵付L型擁壁ブロックの構造は、道路地中に埋設される控え部及び該控え部の一端から上方に延長されて擁壁面を構成する起立部から成り、前記道路に沿って列状に配置される断面L字形のL型擁壁ブロックと、前記起立部の天端幅が8cm以上に拡張される態様で前記L型擁壁ブロックの内側上部に沿って配置される連続梁と、前記連続梁の内側に沿って垂直に立設される支柱と、各支柱の地上部で、前記道路に向って横架される柵状部材と、前記L型擁壁ブロックの内側で前記支柱の底部を支持し、前記支柱を外に押し倒す力に抗すべく固定する支持部材と、前記連続梁と平行に配置され前記道路地中に埋設されるアンカーブロックと、前記連続梁と前記アンカーブロックとを緊張した状態で連結する線状引張材と、から成ることを特徴とする。
【0013】
連続梁を追加設置したアンカーブロックで引張固定できるので、アンカーブロックによる固定力分だけ起立部に加わる転倒荷重や破壊荷重を軽減できる。地中アンカーブロックの設置は、防護柵の対象車両に応じて定めるが、普通乗用車以下の軽車両のみを対象とする場合には省略できる。アンカーブロックは、連続梁と平行に配置するといえども、アンカーブロックの形状は長方体に限定する必要は無い。例えば箱状や玉状であっても良い。要は、連続梁から離れた道路内側に配置されれば良い。
【0014】
さらに、本発明の防護柵付L型擁壁ブロックの構造は、道路地中に埋設される控え部及び該控え部の一端から上方に延長されて擁壁面を構成する起立部から成り、前記道路に沿って列状に配置される断面L字形のL型擁壁ブロックと、前記起立部の天端幅を8cm以上確保した位置に支柱貫通孔を有し、前記L型擁壁ブロックの内側上部に沿って配置される版状連続梁と、前記版状連続梁の前記支柱貫通孔に挿入されて垂直に立設される支柱と、各支柱の地上部で、前記道路に向って横架される柵状部材と、前記L型擁壁ブロックの内側で前記支柱の底部を支持し、前記支柱を外に押し倒す力に抗すべく固定する支持部材と、から成り、前記版状連続梁は、前記柵状部材の内側面から前記道路内側方向にかけて少なくとも衝突車両の前輪が掛かるだけの幅を有することを特徴とする。
【0015】
車両が柵状部材(ビーム)に衝突すると、変形性防護柵にあっては支柱が傾倒すると共にビームは外片へ押し出される。日本道路協会が平成10年11月に定めた防護柵設置基準では、最大進入行程は30cmであるとされているが、ビームがこの許容値まで張り出すと擁壁とビーム間に最大30cmの空間が生ずる可能性がある。この空間が生ずると、この空間に衝突車両のタイヤが嵌る可能性がある。前記空間にタイヤが嵌ると、車両は急停止し、乗員に過大な加速度が加わり乗員死亡事故が生ずる。また、急激に停止された車両は勢いビームを押し出し、ビームを破壊し、車両を谷間に放り出してしまう可能性も高い。
【0016】
しかるに本発明では、支柱の外側を基準として、それより8cm外側まで天端部を拡張しているので、タイヤが嵌る空間が生じず、車両を理論通りに道路の内側へ反射させることができる。この8cmという数字は、支柱が鋼管でビームが波状鋼板であるときの実験値である。この値は8cm以上、好ましくは11cm以上であるが、実用的には8cm以上であれば良い。これを13cm以上とすると、擁壁天端幅が不要に拡大され、大型化される。従って、この値N値は、N=8〜13cmが適切で、中心値が11cmである。
【0017】
発明の版状連続梁は、前記柵状部材の内側面から前記道路内側方向にかけて、少なくとも衝突車両の前輪が掛かるだけの幅を有する。従って、衝突車両は、版状連続梁を自ら踏んだ形で柵状部材に衝突する形になり擁壁に加わる衝撃を大幅に減少させることができる。
【0018】
版状連続梁の幅は、柵状部材の内側面を基準として衝突角度20度の場合、タイヤ半径RにSin20°を乗じた値以上の値とすれば良い。直径1050mmのタイヤならば20cm以上とするのが好ましく、より好ましくは30cm以上である。
【0019】
版状連続梁には、他の機能を追加することもできる。例えば、支柱貫通孔部分に10〜20cm程突起する部分を設け、これを歩車道境界車止めとすることもできる。この場合、当該車止めの内側端が柵状部材の内側面に沿った位置より内側にはみ出さ無いように設計することが好ましい。また、版上面を流水面とし、道路端において排水口への流水通路として利用することもできる。
【0020】
さらに、本発明の防護柵付L型擁壁ブロックの構造では、前期連続梁の機能部分は、前記起立部の上端部分に一体成型され、かつ個々のブロックの延長方向両端部には、前記連続梁の機能部分が連続梁としての機能を果すのに必要な両端固定金具が装着されることを特徴とする。従って、本発明の連続梁1体化により、軽量、高強度で汎用性が高く、かつ最大進入行程が規定される変形性防護柵にあっても、タイヤが食み出すことが無く安全な防護柵を提供することができる。
【0021】
【発明の実施の形態】
図1及び図2に示すように、本発明の一実施形態に係る防護柵付L型擁壁ブロック1の構造は、道路2の土砂(地中)3中に埋設される控え部4及び該控え部4の一端から上方に延長されて擁壁を構成する起立部5から成る断面L字形状のL型擁壁ブロック6が基体となっている。前記L型擁壁ブロック6の内側上部には 前記起立部5の天端7の幅が11cm以上に拡張される態様で前記道路2に沿って連続梁8が配置される。
【0022】
前記連続梁8の内側に沿っては、各L型擁壁ブロック6毎に鋼管製の支柱9が垂直に立設される。この場合、天端7の幅B1に連続梁8の幅B2を加えた幅が拡張された幅B3となる。各支柱9の地上部で、前記道路2に向っては、波状鉄板や木材ビーム等の柵状部材10が横架される。前記L型擁壁ブロック6の内側には、前記支柱9の底部を支承し、衝突荷重Fに伴なって前記支柱9を外に押し倒すモーメントMに抗すべく支柱9の下端を起立部5で引付け支持する支持部材としての支持金具11が設けられる。起立部5に加わる引抜力をTとする。
【0023】
本例の支持金具11は、U字形のバンド部材で支柱9を挟み、バンド部材の両腕部分を夫々ボルトで固定する形である。このボルトは、起立部5に埋め込んだインサート金具12のナット部材に螺合される。連続梁8は、鋼管製角材やコンクリートブロックで構成する。幅B2は、起立部5の天端7の幅B1を規定寸法である8cm以上に拡張する態様で定める。また、強度は、衝突荷重Fに伴なうモーメントMが作用したとき、引抜力Tを発生する支点となるので、これらの合力に耐え得る構成とする。連続梁8は、両端に固定した鉄板を相互にボルト(図示せず)で締結し、一連の連続梁とする。連続梁8から柵状部材10までの距離をL1、連続梁から支持金具11までの距離をL2とすると、M・L1=T・L2の関係式が成立する。
【0024】
以上の構成の防護柵付L型擁壁ブロック1の構造によれば、柵状部材10に衝突荷重Fに伴なうモーメントMが作用すると、連続梁8を支点として支持金具11に引抜力Tが発生する。支点に加わる力は、連続梁8を介して複数のL型擁壁ブロック6に分散されて伝わる。伝わり方は、連続梁8の強度に関係する。高強度とすることにより、伝達力量を所望の値に小さくすることができる。即ち、通常の土圧対応のL型擁壁ブロック6を用いることが可能となる。
【0025】
一方、支持金具11の引抜力Tは、モーメントMにL1/L2を乗じた値となる。引抜力Tに応じてインサート金具12を定めれば良い。また引抜力Tを小さくするためには、距離L2を下方に延長すれば良い。以上の構成による防護柵付L型擁壁ブロックの構造では、約45KJの衝突エネルギーに対し、支柱傾倒角度を16度以内とすることができた。
【0026】
図3及び図4に示すように、本発明の他の実施形態に係る防護柵付L型擁壁ブロック13は、図1及び図2に示したものに対し、支持金具14が異なる。同一機能を果す部材には、同一符号を付けて示している。
【0027】
支持金具14は、L型擁壁ブロック6の起立部5に穿設された排水口15に対し、外部から充当されるフランジ16F付の外側リング部材16、及び内側に位置し前記外側リング部材16に螺合される内側リング部材17を備えている。外側リング部材16の内周には、ねじが切られナット部材とされている。内側リング部材17の外周にはねじが切られボルト部材とされている。前記内側リング部材17には、前記支柱9の底部を支承する箱状の支承部18を設けている。前記支承部18と前記内側リング部材17並びに前記外側リング部材16の各孔部18H,17H,16Hは、前記L型擁壁ブロック6の内側から外部にかけて連通され、新たな排水口18H,17H,16Hを形成している。支承部18の孔部18Hは支柱9で潰されているかのように見えるが、孔部18Hは例えば楕円とされ、排水機能を持たせている。支承部18の下面又は及び後面には別途排水のための孔部を設けても良い。支持金具14は、金具と称するも、例えば支承部18をプラスチック材やコンクリート等金属以外の材料で作る等、金属以外の材料で作ることもできる。
【0028】
支持金具14の取付は、まず内側リング部材17を排水口15に挿し込み、外側から外側リング部材16を充当し、フランジ16Fが起立部5の外面に当るまでねじ込む。孔部18Hに支柱9の底部を挿入することにより支柱9を垂直に立設することができる。支柱9と連続梁8とは、適宜バンド部材等を用いて軽く固定する。
【0029】
本実施形態に係る防護柵付L型擁壁ブロック13の構造によれば、図1及び図に示した防護柵付L型擁壁ブロック1と同様に、連続梁8を支点として、衝突荷重Fに伴なうモーメントMを各L型擁壁ブロック6に分散して与えることができる。本例の支持金具14は、排水口15を利用しての外側リング部材16及び内側リング部材17によるものであるので、相当高強度であり、距離L2が小さくとも十分耐えることができる。また、新たな排水口18H,17H,16Hを構成しているので、別途排水口を設ける必要が無い。インサート金具も必要無いので、L型擁壁ブロック6を安価に製造することができる。
【0030】
図5は、支柱9の支持部材の他の例を示す斜視図である。本例の支持部材は、起立部5の内側に位置する箱状の支承部19と起立部5を外側から貫通する長尺ボルト20から成る。支承部19の上面には、支柱9を嵌装して支承するための孔部21と、前記長尺ボルト20のねじ部を螺入するためのねじ穴22が設けられている。支承部19は、ねじ穴22に例えば内部にねじを切った管状インサート金具を埋設してコンクリート成型品として作ることができる。長尺ボルト20の直径は15〜20mm程度であるので、これを貫通するための呼び穴は、予め設けておいても良く、コンクリートドリル等で後で穿設しても良い。
【0031】
以上の構成による支持部材によれば、長尺ボルト20を用いて支承部19を起立部5に強固に固定することができる。長尺ボルト20の直径は余り大きくないので、起立部5の強度を弱めることも無い。ボルト20は、大きな引抜力Tに十分耐えることができる。
【0032】
図6は、本発明の他の実施形態に係り、連続梁8を地中3に埋設したアンカーブロック23で引張固定するようにしたものである。道路中央付近の地中に連続梁8と平行に長尺のアンカーブロック23を埋設し、両者の間にワイヤー或いはボルト、鉄筋等の線状引張材24で固定する。固定は、線状引張材を緊張させた状態で行う。図には、柵状部材10を波状鉄板で構成した例を示している。
【0033】
本例では、連続梁8をアンカーブロック23で引張して固定するので、衝突荷重Fの発生に伴なって連続梁8を介して起立部5に加わる力を引張力fだけ軽減して伝えることができる。このため、引張方向は、できるだけ水平に近い方が良い。十分な引張力fの効果を得るために、起立部5と連続梁8との間に2〜5mm程度の僅かの隙間Bを設けておくのも有効である。
【0034】
図7及び図8は、本発明の更に他の実施形態に係り、連続梁を版状連続梁25としたものである。図示の版状連続梁25は、支柱貫通孔を有する歩車道境界車止め部27と、床部28とを備えている。列状に配置される版状連続梁25相互は、境界部に備えた両端固定金具29に1又は複数の短かい鉄筋をモルタルで埋めることにより接続される。図8に示したように、床部28の幅B4は、衝突角度20度で柵状部材10に接触するタイヤ30を想定して、タイヤ30が乗ることのできる数値として定められる。この値は、柵状部材10の表面位置BVを基準として、直径1050mmのタイヤでは、半径にSin20°を乗じて17cm以上と計算される。この値は、十分大きな値として30cm以上とするのが好ましい。図6に示したアンカーブロック23による引張固定方式を併せて実施することもできる。
【0035】
図7及び図8に示した構成により、柵状部材10に車両が接触すると、タイヤ30が床部28を踏む。床部28をタイヤ30で踏んだ状態の衝突では、起立部5に与える衝撃が大幅に軽減され、擁壁破壊を防止することができる。歩車道境界車止部27は、車止め機能を補足するのみならず、境界線を出して意匠性を高め、さらに雨水の道路排水口への流路を形成することができる。
【0036】
図9に示した版状連続梁31は、図7及び図8に示した版状連続梁28の歩車道境界車止め部27の突起部分を除いた形としたものである。図7及び図8に示したものに対し、突起部分が無い分だけ、軽量に構成することができる。
【0037】
図10に示すL型擁壁ブロック32は、連続梁の機能部分33を起立部上部に1体成型し、かつ個々のブロックの両端部分に両端固定金具29を配置したものである。両端固定金具の配置位置は、起立部及び控え部の交差位置付近とする。即ち、支柱装置用の貫通孔(ポケット)を介して衝突荷重が加わったとき、この力を連続梁機能部分33で受けて、よじれることもなく、ブロック全体の滑動を生ずることの無い様、強固に保持できる位置である。上下2ヶ所に分配するのも構わない。
【0038】
以上の構成の擁壁ブロック32は、連続梁を含めて一体成型されるので、軽量高強度の擁壁ブロック32を容易に設置可能であり、かつポケット外表面位置から擁壁天端部外位置までの距離を8cm以上にするので、タイヤの食み出しにより、車両やビームに高度の衝撃力を与えることが無く、安全を図ることができる。
【0039】
本発明は、上記実施の形態に限定されるものでは無く、本発明の要旨を逸脱しない範囲で適宜の設計的変更を行うことにより、各種態様で実施できる。
【0040】
【発明の効果】
以上の通り本発明は、L型擁壁ブロックの内側上部で起立部の天端幅を8cm以上に拡張する態様で連続梁を設け、各擁壁ブロック毎に内側に沿って垂直に立設される支柱の底部を前記起立部に設けた支持部材で支持する構造であるので、簡易構成にして格別高強度の防護柵L付L型擁壁ブロックを安価に提供できる。各部材の構成が夫々コンパクトであり、特にL型擁壁ブロックとしては、土圧対応のL型擁壁ブロックで賄える。支持部材も、その設置位置を適切とすることにより、簡易なU字形部材を起立部中に埋め込んだインサート金具に対しボルト締結すること等で容易に対応できる。
【0041】
また、支持部材を、排水口に対し外部から充当される外側リング部材とこれに螺合される内側リング部材を用いて構成する場合には、支持強度大にして、意匠的にも優れた構造となる。L型擁壁ブロックの起立部にはインサート金具を設ける必要は無く、かつ別途に排水口を設ける必要も無いので、その分L型擁壁ブロックのコストを低減することができる。
【0042】
また、連続梁をアンカーブロックで引張固定することとした本発明の防護柵付L型擁壁ブロックの構造によれば、連続梁を追加設置したアンカーブロックで引張固定できるので、アンカーブロックによる固定分だけ起立部に加わる転倒荷重や破壊荷重を軽減できる。
【0043】
さらに、版状連続梁を用いた本発明の防護柵付L型擁壁ブロックの構造によれば、少なくとも衝突車両の前輪が加わるだけの幅を有するので、擁壁に加わる衝撃を大幅に減少することができる。アンカーブロックの引張効果を加え併せれば、総合効果は更に大となり、起立部に加わる力を激減させることができる。
【0044】
また、連続梁の機能部分を起立部上部に一体成型し、かつこれらを連続梁として機能させるための両端固定金具を設けることにより、施工が容易で高機能の擁壁ブロックを軽量コンパクトに設計できる。
【図面の簡単な説明】
【図1】本発明の一実施形態を示す防護柵付L型擁壁ブロックの構造を示す斜視図である。
【図2】図1の左側断面図である。
【図3】本発明の他の実施形態を示す防護柵付L型擁壁ブロックの側面断面図である。
【図4】図3に示す支持金具の詳細を示す斜視説明図である。
【図5】支持部材の他の例を示す斜視図である。
【図6】本発明の他の実施形態に係る防護柵付L型擁壁ブロックの構造の側面図である。
【図7】本発明の更に他の実施形態に係る防護柵付L型擁壁ブロックの構造を示す斜視図である。
【図8】図7に示した版状連続梁の作用を示す側面図である。
【図9】版状連続梁の他の例を示す斜視図である。
【図10】連続梁機能部分を一体化させたL型擁壁ブロックの斜視図である。
【符号の説明】
1,13 防護柵付L型擁壁ブロック
2 道路
3 土砂(地中)
4 控え部
5 起立部
6 L型擁壁ブロック
7 起立部の天端
8 連続梁
9 支柱
10 柵状部材
11,14 支持金具
12 インサート金具
15 元の排水口
16 外側リング部材
16H フランジ
17 内側リング部材
18,19 支承部
18H・17H・16H 新たに形成された排水口
20 長尺ボルト
21 孔部
22 ねじ穴
23 アンカーブロック
24 線状引張材
25 版状連続梁
26 支柱貫通孔
27 歩車道境界車止部 28 床部
29 両端固定金具
30 タイヤ
31 版状連続梁
32 連続梁一体化L型擁壁ブロック
33 連続梁の機能部分
F 衝突荷重
M 衝突荷重によるモーメント
T 引抜力
L1 連続梁から柵状部材までの距離
L2 連続梁から支持金具までの距離
f 線状引張材の引張力
B1 天端幅
B2 連続梁の幅
B3 拡張された幅
BV 柵状部材の表面位置
ΔB 隙間
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a structure of an L-type retaining wall block with a protective fence that is compatible with a collision load. Specifically, by making it possible to install a protective fence integrally using an L-type retaining wall block for earth pressure using special parts, the protection that can be achieved with an L-type retaining wall block with a collision load reaction type protective fence. It relates to the structure of an L-shaped retaining wall block with a fence.
[0002]
[Prior art]
In recent years, an L-shaped retaining wall block having an L-shaped cross section has been used to construct retaining walls such as roads at an early stage and at a low cost. This is a precast concrete molded product having a retaining part embedded in the soil and a standing part extending upward from one end of this retaining part to constitute a retaining wall part, and the cross section is L-shaped. is there. By arranging these L-shaped retaining wall blocks in a line on the excavated road construction site and performing embankment, it is possible to construct a retaining wall early and at low cost.
[0003]
The earth retaining L-type retaining wall block must be designed to be relatively lightweight and compact because of the need to reduce costs and transportation costs, while presuming that it has sufficient earth pressure supporting strength. did not become. On the other hand, the L-type retaining wall block that can be installed integrally with the protective fence must be designed to withstand excessive impact loads, and it is difficult to make a low-priced and compact design because both the dimensions and weight are large. Met.
[0004]
In general, it is not possible to install a protective fence directly on an L-type retaining wall block that supports earth pressure, and when using it intentionally, a large support block must be provided inside the L-shaped retaining wall block. did not become.
[0005]
However, if an additional large support block is provided on the inside of the L-type retaining wall block corresponding to the earth pressure, it becomes considerably large, resulting in an extra cost. Also, the installation work is a separate construction, so it is very expensive. Furthermore, since the support position of the column is large and close to the road, there is a problem that the road width is narrowed accordingly.
[0006]
[Problems to be solved by the invention]
In view of the above prior art, the present invention is equivalent to an L-type retaining wall block with a protective fence integrated type by providing a special protective fence mounting structure to a relatively lightweight and compact L-type retaining wall block that supports earth pressure. An object of the present invention is to provide a structure of an L-type retaining wall block with a protective fence, which can be designed with high quality, low cost, compact and highly functional.
[0007]
[Means for Solving the Problems]
The structure of the L-type retaining wall block with a protective fence according to the present invention for solving the above-described problems includes a retaining portion embedded in the road and a standing portion extending upward from one end of the retaining portion to constitute a retaining wall surface. An L-shaped retaining wall block having an L-shaped cross section arranged in a line along the road,
A continuous beam arranged along the inner upper portion of the L-shaped retaining wall block in a manner in which the top end width of the upright portion is expanded to 8 cm or more;
A column vertically erected along the inside of the continuous beam;
In the ground part of each column, a fence-like member that is laid horizontally toward the road,
And a support member that supports the bottom of the column inside the L-shaped retaining wall block and fixes the column to resist the force of pushing the column outward.
[0008]
In the structure of the L-type retaining wall block with a protective fence according to the present invention, a continuous beam is arranged inside the L-type retaining wall block corresponding to earth pressure, and a column is erected along the inside. Therefore, since the collision load applied to the support is transmitted to the upper part of the L-type retaining wall block via the continuous beam, the collision load is dispersed by the plurality of L-type retaining wall blocks. In addition, the continuous beam is designed in such a manner that the top end width of the upright portion is 8 cm or more, and its size and strength can be designed freely. Therefore, the degree of dispersion of the collision load can be freely determined, and the L-type retaining wall block can be made to be a collision load-compatible type. Since the continuous beam is installed at the upper part of the upright portion inside the L-shaped retaining wall block, the moment M accompanying the collision load can be minimized.
[0009]
In addition, a support member that supports and fixes the bottom of the column and resists the force of pushing the column outward is provided inside the L-shaped retaining wall block. The force that pushes the struts outward is converted into a rotational moment M and acts as a pulling force T on the upright portion. Here, the continuous beam is provided at the upper part of the standing part, and the upper part of the standing part serves as the center of rotation of the support column. Therefore, the drawing force T can be freely designed by setting the depth position.
[0010]
When the distance from the continuous beam to the fence-like member by the corrugated iron plate or the wood beam is L1, and the distance from the continuous beam to the support member is L2, the pulling force T is L1 / L2. The distance L1 is about 60 cm. The distance L2 can be up to the maximum upright portion depth L3. The depth L3 is 1.5 m, 2.0 m, 2.5 m or the like according to the standard. The distance L2 can be freely determined within this range. Generally, it is about 50 to 80 cm. The pulling force T calculated by these values is a value that can be sufficiently endured by a normal insert fitting. In the structure of the L-type retaining wall block with a protective fence having the above-described configuration, the column tilt angle can be within 16 ° with respect to the collision energy of about 45 KJ.
[0011]
Further, in the structure of the L-type retaining wall block with a protective fence according to the present invention, the support member is an outer side with a flange that is applied from the outside to a drain port formed in a standing part of the L-type retaining wall block. A ring member and an inner ring member positioned inside and screwed into the outer ring member;
The inner ring member is provided with a support portion for supporting the bottom portion of the support column,
The holes of the support portion, the inner ring member, and the outer ring member communicate with each other from the inside to the outside of the L-shaped retaining wall block to form a new drainage port. As a result, the support member can be attached using the drain port, and a more inexpensive and compact design is possible. Moreover, since the outer ring member has a shape in which the flange portion is applied to the drain outlet, high strength support is possible and the design is excellent.
[0012]
The structure of the L-type retaining wall block with a protective fence according to the present invention includes a retaining portion embedded in the road ground and a standing portion extending upward from one end of the retaining portion to constitute a retaining wall surface. An L-shaped retaining wall block having an L-shaped cross section arranged in a row along the upper side, and an upper portion of the upright portion extending along the inner upper portion of the L-shaped retaining wall block in such a manner that the top end width is expanded to 8 cm or more. A continuous beam extending vertically along the inner side of the continuous beam, a fence-like member laid across the road at the ground portion of each column, and the L-shaped retaining wall block A support member that supports the bottom of the column on the inside and is fixed to resist the force of pushing the column outward; an anchor block that is arranged in parallel to the continuous beam and embedded in the road; and the continuous beam And a linear tension member that connects the anchor block in a tensioned state, Characterized in that it comprises al.
[0013]
Since it can be pulled and fixed with an anchor block with additional continuous beams installed, it is possible to reduce the overturning load and breaking load applied to the upright portion by the amount of fixing force of the anchor block. The installation of the underground anchor block is determined according to the target vehicle of the protective fence, but can be omitted when only the light vehicle below the ordinary passenger car is targeted. Although the anchor block is arranged parallel to the continuous beam, the shape of the anchor block is not necessarily limited to a rectangular parallelepiped. For example, a box shape or a ball shape may be used. In short, it may be arranged inside the road away from the continuous beam.
[0014]
Furthermore, the structure of the L-type retaining wall block with a protective fence according to the present invention comprises a retaining portion embedded in the road ground and a standing portion extending upward from one end of the retaining portion to constitute a retaining wall surface. An L-shaped retaining wall block with an L-shaped cross section arranged in a row along the column, and a column through hole at a position where the top end width of the upright portion is secured to 8 cm or more, and the upper part inside the L-shaped retaining wall block A plate-like continuous beam arranged along the column, a column inserted into the column through-hole of the plate-like continuous beam, and a column standing upright; And a support member that supports the bottom of the column inside the L-shaped retaining wall block and fixes the column to resist the force of pushing the column outward. At least the front wheel of the collision vehicle is hung from the inner surface of the fence-shaped member to the inner side of the road. Characterized in that it has a width of Rudake.
[0015]
When the vehicle collides with the fence-like member (beam), in the deformable protective fence, the column is tilted and the beam is pushed out to the outer piece. According to the standards for the installation of guard fences established by the Japan Road Association in November 1998, the maximum approach distance is 30 cm. However, when the beam extends to this tolerance, the space between the retaining wall and the beam is 30 cm at maximum. May occur. When this space is generated, a tire of a collision vehicle may be fitted into this space. When a tire fits in the space, the vehicle stops suddenly, excessive acceleration is applied to the occupant, and an occupant death accident occurs. There is also a high possibility that a suddenly stopped vehicle will push out a momentum beam, destroy the beam, and throw the vehicle into the valley.
[0016]
However, in the present invention, since the top end portion is expanded to the outside of 8 cm with reference to the outside of the support column, there is no space in which the tire fits, and the vehicle can be reflected to the inside of the road as theoretically. This number of 8 cm is an experimental value when the column is a steel pipe and the beam is a corrugated steel sheet. This value is 8 cm or more, preferably 11 cm or more, but may be practically 8 cm or more. If this is 13 cm or more, the retaining wall top end width is unnecessarily enlarged and the size is increased. Therefore, N = 8 to 13 cm is appropriate for this value N value, and the center value is 11 cm.
[0017]
The plate-like continuous beam of the invention has a width that allows at least a front wheel of a collision vehicle to be applied from the inner side surface of the fence-shaped member to the inner side of the road. Therefore, the collision vehicle can collide with the fence-like member by stepping on the plate-like continuous beam and can greatly reduce the impact applied to the retaining wall.
[0018]
The width of the plate-like continuous beam may be set to a value equal to or larger than a value obtained by multiplying the tire radius R by Sin 20 ° when the collision angle is 20 degrees with reference to the inner surface of the fence-shaped member. In the case of a tire having a diameter of 1050 mm, it is preferably 20 cm or more, more preferably 30 cm or more.
[0019]
Other functions can be added to the continuous plate beam. For example, a portion protruding about 10 to 20 cm can be provided in the column through-hole portion, and this can be used as a pedestrian boundary vehicle stop. In this case, it is preferable to design so that the inner end of the vehicle stop does not protrude beyond the position along the inner surface of the fence-shaped member. Further, the upper surface of the plate can be used as a flowing water surface, and can be used as a flowing water passage to a drain outlet at a road edge.
[0020]
Furthermore, in the structure of the L-type retaining wall block with a protective fence according to the present invention, the functional part of the first-stage continuous beam is integrally formed at the upper end part of the upright part, and the continuous direction is provided at both ends of the individual blocks in the extending direction. Both ends fixing brackets necessary for the functional part of the beam to function as a continuous beam are mounted. Therefore, by integrating the continuous beam of the present invention, even if it is a deformable protective fence that is lightweight, high-strength, highly versatile, and has a maximum approach stroke, the tires do not protrude and can be protected safely. A rail can be provided.
[0021]
DETAILED DESCRIPTION OF THE INVENTION
As shown in FIGS. 1 and 2, the structure of the L-type retaining wall block 1 with a protective fence according to one embodiment of the present invention includes a holding portion 4 embedded in earth and sand (underground) 3 of a road 2 and the An L-shaped retaining wall block 6 having an L-shaped cross section composed of an upright portion 5 extending upward from one end of the holding portion 4 and constituting a retaining wall serves as a base. A continuous beam 8 is disposed along the road 2 on the inner upper portion of the L-shaped retaining wall block 6 in such a manner that the width of the top end 7 of the upright portion 5 is expanded to 11 cm or more.
[0022]
Along the inside of the continuous beam 8, a steel pipe column 9 is erected vertically for each L-type retaining wall block 6. In this case, a width obtained by adding the width B2 of the continuous beam 8 to the width B1 of the top end 7 is an expanded width B3. A fence-like member 10 such as a corrugated iron plate or a wood beam is laid across the road 2 at the ground portion of each column 9. Inside the L-shaped retaining wall block 6, the bottom portion of the support column 9 is supported, and the lower end of the support column 9 is supported by the upright portion 5 to resist the moment M that pushes the support column 9 outward with a collision load F. A support fitting 11 is provided as a support member for attracting and supporting. Let T be the pulling force applied to the upright portion 5.
[0023]
The support metal fitting 11 of this example has a U-shaped band member that sandwiches the support column 9 and fixes both arm portions of the band member with bolts. This bolt is screwed into the nut member of the insert fitting 12 embedded in the upright portion 5. The continuous beam 8 is composed of a steel pipe square member or a concrete block. The width B2 is determined in such a manner that the width B1 of the top end 7 of the upright portion 5 is expanded to a specified dimension of 8 cm or more. Further, since the strength becomes a fulcrum for generating the pulling force T when the moment M accompanying the collision load F is applied, the structure can withstand these resultant forces. The continuous beam 8 is a series of continuous beams by fastening steel plates fixed at both ends with bolts (not shown). When the distance from the continuous beam 8 to the fence-like member 10 is L1, and the distance from the continuous beam to the support bracket 11 is L2, the relational expression M · L1 = T · L2 is established.
[0024]
According to the structure of the L-type retaining wall block 1 with a protective fence having the above configuration, when the moment M accompanying the collision load F acts on the fence-like member 10, the pulling force T is applied to the support bracket 11 with the continuous beam 8 as a fulcrum. Will occur. The force applied to the fulcrum is distributed and transmitted to the plurality of L-shaped retaining wall blocks 6 via the continuous beam 8. The way of transmission is related to the strength of the continuous beam 8. By setting it as high intensity | strength, the amount of transmission power can be made small to a desired value. That is, it becomes possible to use the L-type retaining wall block 6 corresponding to the normal earth pressure.
[0025]
On the other hand, the pulling force T of the support fitting 11 is a value obtained by multiplying the moment M by L1 / L2. The insert fitting 12 may be determined according to the pulling force T. In order to reduce the pulling force T, the distance L2 may be extended downward. In the structure of the L-type retaining wall block with a protective fence having the above-described configuration, the column tilt angle can be set within 16 degrees with respect to the collision energy of about 45 KJ.
[0026]
As shown in FIGS. 3 and 4, an L-type retaining wall block 13 with a guard fence according to another embodiment of the present invention is different from the one shown in FIGS. 1 and 2 in the support bracket 14. Members having the same function are denoted by the same reference numerals.
[0027]
The support metal fitting 14 has an outer ring member 16 with a flange 16F applied from the outside to the drain port 15 formed in the upright portion 5 of the L-shaped retaining wall block 6, and the outer ring member 16 positioned on the inner side. The inner ring member 17 is screwed to the inner ring member 17. The inner ring of the outer ring member 16 is threaded to form a nut member. The outer ring of the inner ring member 17 is threaded to form a bolt member. The inner ring member 17 is provided with a box-shaped support portion 18 that supports the bottom portion of the support column 9. The holes 18H, 17H, and 16H of the support portion 18, the inner ring member 17, and the outer ring member 16 communicate with each other from the inside to the outside of the L-shaped retaining wall block 6, and new drain ports 18H, 17H, 16H is formed. Although the hole portion 18H of the support portion 18 appears to be crushed by the support column 9, the hole portion 18H is, for example, an ellipse and has a drainage function. A hole for drainage may be separately provided on the lower surface or the rear surface of the support portion 18. Although the support metal fitting 14 is referred to as a metal fitting, it can be made of a material other than metal, for example, the support portion 18 is made of a material other than metal such as plastic material or concrete.
[0028]
To attach the support metal fitting 14, first, the inner ring member 17 is inserted into the drain port 15, the outer ring member 16 is applied from the outside, and the flange 16F is screwed until it contacts the outer surface of the upright portion 5. The support column 9 can be erected vertically by inserting the bottom of the support column 9 into the hole 18H. The support column 9 and the continuous beam 8 are lightly fixed using a band member or the like as appropriate.
[0029]
According to the structure of the L-type retaining wall block 13 with a protective fence according to the present embodiment, the collision load F is set with the continuous beam 8 as a fulcrum, similarly to the L-type retaining wall block 1 with the protective fence shown in FIGS. The moment M associated with can be distributed to each L-type retaining wall block 6. Since the support fitting 14 of this example is based on the outer ring member 16 and the inner ring member 17 using the drainage port 15, it has a considerably high strength and can sufficiently withstand even if the distance L2 is small. Further, since the new drain ports 18H, 17H, and 16H are configured, there is no need to provide a separate drain port. Since no insert metal fitting is required, the L-shaped retaining wall block 6 can be manufactured at low cost.
[0030]
FIG. 5 is a perspective view showing another example of the support member of the support column 9. The support member of this example includes a box-shaped support portion 19 positioned inside the upright portion 5 and a long bolt 20 penetrating the upright portion 5 from the outside. On the upper surface of the support portion 19, a hole portion 21 for fitting and supporting the support column 9 and a screw hole 22 for screwing the screw portion of the long bolt 20 are provided. The support portion 19 can be made as a concrete molded product by embedding, for example, a tubular insert fitting with a screw cut in the screw hole 22. Since the diameter of the long bolt 20 is about 15 to 20 mm, a nominal hole for penetrating the long bolt 20 may be provided in advance, or may be drilled later with a concrete drill or the like.
[0031]
According to the support member having the above configuration, the support portion 19 can be firmly fixed to the upright portion 5 using the long bolt 20. Since the diameter of the long bolt 20 is not so large, the strength of the upright portion 5 is not weakened. The bolt 20 can sufficiently withstand a large pulling force T.
[0032]
FIG. 6 relates to another embodiment of the present invention, in which the continuous beam 8 is tension-fixed by an anchor block 23 embedded in the underground 3. A long anchor block 23 is embedded in the ground near the center of the road in parallel with the continuous beam 8, and fixed between them by a wire tension member 24 such as a wire, a bolt, or a reinforcing bar. Fixing is performed in a state where the linear tension member is in tension. The figure shows an example in which the fence-like member 10 is formed of a corrugated iron plate.
[0033]
In this example, since the continuous beam 8 is pulled and fixed by the anchor block 23, the force applied to the upright portion 5 through the continuous beam 8 with the generation of the collision load F is reduced and transmitted. Can do. For this reason, the direction of tension should be as close to horizontal as possible. In order to obtain a sufficient effect of the tensile force f, it is also effective to provide a slight gap B of about 2 to 5 mm between the standing part 5 and the continuous beam 8.
[0034]
7 and 8 relate to still another embodiment of the present invention, in which the continuous beam is a plate-shaped continuous beam 25. FIG. The illustrated plate-like continuous beam 25 includes a pedestrian road boundary vehicle stop portion 27 having a column through hole and a floor portion 28. The plate-like continuous beams 25 arranged in a row are connected to each other by fixing one or a plurality of short reinforcing bars with mortar to the both-end fixing bracket 29 provided at the boundary. As illustrated in FIG. 8, the width B4 of the floor portion 28 is determined as a numerical value that the tire 30 can ride on, assuming the tire 30 that contacts the fence-like member 10 at a collision angle of 20 degrees. This value is calculated to be 17 cm or more by multiplying the radius by Sin 20 ° for a tire having a diameter of 1050 mm with reference to the surface position BV of the fence-like member 10. This value is preferably 30 cm or more as a sufficiently large value. The tension fixing method by the anchor block 23 shown in FIG. 6 can also be implemented.
[0035]
With the configuration shown in FIGS. 7 and 8, when the vehicle contacts the fence-like member 10, the tire 30 steps on the floor portion 28. In the collision in a state where the floor portion 28 is stepped on with the tire 30, the impact applied to the upright portion 5 is greatly reduced, and the retaining wall can be prevented from being broken. The pedestrian road boundary stop portion 27 not only supplements the vehicle stop function, but also provides a boundary line to enhance design, and can further form a flow path to the rainwater road drainage port.
[0036]
The plate-like continuous beam 31 shown in FIG. 9 has a shape excluding the protruding portion of the pedestrian boundary boundary stop portion 27 of the plate-like continuous beam 28 shown in FIGS. 7 and 8. 7 and 8 can be made lighter by the amount of no protrusion.
[0037]
The L-shaped retaining wall block 32 shown in FIG. 10 is obtained by molding one continuous beam functional portion 33 on the upright portion and disposing both-end fixing brackets 29 at both ends of each block. The arrangement position of the both-end fixing metal fittings is in the vicinity of the intersecting position of the standing part and the holding part. That is, when a collision load is applied through the through-hole (pocket) for the column device, this force is received by the continuous beam functional portion 33 so that it is not kinked and the entire block does not slide. It is a position that can be held. It is also possible to distribute to the upper and lower two places.
[0038]
Since the retaining wall block 32 having the above configuration is integrally formed including a continuous beam, the lightweight and high-strength retaining wall block 32 can be easily installed, and the retaining wall top end position is located from the pocket outer surface position. The distance to the vehicle is 8 cm or more, so that the tires protrude and the vehicle and the beam are not given a high impact force, and safety can be achieved.
[0039]
The present invention is not limited to the above-described embodiment, and can be implemented in various modes by making appropriate design changes without departing from the gist of the present invention.
[0040]
【The invention's effect】
As described above, according to the present invention, a continuous beam is provided on the inner upper portion of the L-shaped retaining wall block in such a manner that the top end width of the upright portion is expanded to 8 cm or more, and each retaining wall block is vertically erected along the inner side. Since the bottom portion of the supporting column is supported by the support member provided on the upright portion, an L-type retaining wall block with a protective fence L having a particularly high strength can be provided at a low cost. The structure of each member is compact, and the L-type retaining wall block can be provided by an L-type retaining wall block that supports earth pressure. The support member can also be easily accommodated by tightening the bolt to an insert fitting in which a simple U-shaped member is embedded in the upright portion by setting the installation position appropriately.
[0041]
In addition, when the support member is configured by using an outer ring member that is applied from the outside to the drain port and an inner ring member that is screwed to the outer ring member, the support strength is increased and the structure is excellent in design. It becomes. Since there is no need to provide an insert metal fitting at the upright portion of the L-type retaining wall block and it is not necessary to separately provide a drain outlet, the cost of the L-type retaining wall block can be reduced accordingly.
[0042]
Further, according to the structure of the L-type retaining wall block with a protective fence of the present invention in which the continuous beam is pulled and fixed by the anchor block, the continuous beam can be pulled and fixed by the anchor block additionally installed. Only the falling load and breaking load applied to the upright part can be reduced.
[0043]
Furthermore, according to the structure of the L-type retaining wall block with a guard fence of the present invention using a plate-like continuous beam, the impact applied to the retaining wall is greatly reduced because it has a width at least enough to add the front wheel of the collision vehicle. be able to. If the tensile effect of the anchor block is added and combined, the overall effect is further increased, and the force applied to the upright portion can be drastically reduced.
[0044]
In addition, the functional part of the continuous beam is integrally molded at the upper part of the upright part, and by providing both-end fixing brackets to make these function as a continuous beam, it is easy to construct and a highly functional retaining wall block can be designed to be lightweight and compact. .
[Brief description of the drawings]
FIG. 1 is a perspective view showing a structure of an L-shaped retaining wall block with a protective fence showing an embodiment of the present invention.
FIG. 2 is a left sectional view of FIG.
FIG. 3 is a side cross-sectional view of an L-shaped retaining wall block with a protective fence showing another embodiment of the present invention.
4 is a perspective explanatory view showing details of the support metal fitting shown in FIG. 3; FIG.
FIG. 5 is a perspective view showing another example of a support member.
FIG. 6 is a side view of the structure of an L-shaped retaining wall block with a protective fence according to another embodiment of the present invention.
FIG. 7 is a perspective view showing the structure of an L-shaped retaining wall block with a protective fence according to still another embodiment of the present invention.
FIG. 8 is a side view showing the operation of the plate-like continuous beam shown in FIG.
FIG. 9 is a perspective view showing another example of a plate-like continuous beam.
FIG. 10 is a perspective view of an L-shaped retaining wall block in which continuous beam functional parts are integrated.
[Explanation of symbols]
1,13 L-type retaining wall block with guard fence 2 Road 3 Earth and sand (underground)
4 Standing portion 5 Standing portion 6 L-type retaining wall block 7 Top end 8 of the standing portion Continuous beam 9 Column 10 Bar-like members 11 and 14 Support metal fitting 12 Insert metal fitting 15 Original drainage port 16 Outer ring member 16H Flange 17 Inner ring member 18, 19 Bearing portion 18H / 17H / 16H Newly formed drainage port 20 Long bolt 21 Hole portion 22 Screw hole 23 Anchor block 24 Linear tension member 25 Plate-like continuous beam 26 Strut through-hole 27 Pedestrian boundary vehicle stop Part 28 Floor part 29 Both-ends fixing bracket 30 Tire 31 Plate-like continuous beam 32 Continuous beam integrated L-type retaining wall block 33 Functional part F of continuous beam Collision load M Moment T due to collision load Pull-out force L1 From continuous beam to fence-like member Distance L2 Distance from continuous beam to support bracket f Tensile force of linear tensile material B1 Top width B2 Continuous beam width B3 Expanded width BV Surface position Δ of the fence-like member Gap

Claims (5)

道路地中に埋設される控え部及び該控え部の一端から上方に延長されて擁壁面を構成する起立部から成り、前記道路に沿って列状に配置される断面L字形のL型擁壁ブロックと、
前記起立部の天端幅が8cm以上に拡張される態様で前記L型擁壁ブロックの内側上部に沿って配置される連続梁と、
前記連続梁の内側に沿って垂直に立設される支柱と、
各支柱の地上部で、前記道路に向って横架される柵状部材と、
前記L型擁壁ブロックの内側で前記支柱の底部を支持し、前記支柱を外に押し倒す力に抗すべく固定する支持部材と、から成ることを特徴とする防護柵付L型擁壁ブロックの構造。
An L-shaped retaining wall having an L-shaped cross section arranged in a row along the road, comprising a retaining portion embedded in the road ground and a standing portion extending upward from one end of the retaining portion to constitute a retaining wall surface Block,
A continuous beam arranged along the inner upper portion of the L-shaped retaining wall block in a manner in which the top end width of the upright portion is expanded to 8 cm or more;
A column vertically erected along the inside of the continuous beam;
In the ground part of each column, a fence-like member that is laid horizontally toward the road,
An L-type retaining wall block with a protective fence, comprising: a supporting member that supports a bottom portion of the column inside the L-shaped retaining wall block and fixes the column to resist a force pushing the column outward. Construction.
請求項1に記載の防護柵付L型擁壁ブロックの構造において、前記支持部材は、前記L型擁壁ブロックの起立部に穿設された排水口に対し、外側から充当されるフランジ付の外側リング部材及び内側に位置し前記外側リング部材に螺合される内側リング部材を有し、
前記内側リング部材には、前記支柱の底部を支承する支承部を設け、
前記支承部と前記内側リング部材並びに前記外側リング部材の各孔部は、前記L型擁壁ブロックの内側から外側にかけて連通され、新たな排水口とされることを特徴とする防護柵付L型擁壁ブロックの構造。
The structure of the L-type retaining wall block with a protective fence according to claim 1, wherein the support member is provided with a flange that is applied from the outside to a drain port formed in a standing part of the L-type retaining wall block. An outer ring member and an inner ring member positioned inside and screwed to the outer ring member;
The inner ring member is provided with a support portion for supporting the bottom portion of the support column,
Each of the holes of the support portion, the inner ring member, and the outer ring member communicates from the inner side to the outer side of the L-shaped retaining wall block and serves as a new drainage port. Retaining wall block structure.
道路地中に埋設される控え部及び該控え部の一端から上方に延長されて擁壁面を構成する起立部から成り、前記道路に沿って列状に配置される断面L字形のL型擁壁ブロックと、
前記起立部の天端幅が8cm以上に拡張される態様で前記L型擁壁ブロックの内側上部に沿って配置される連続梁と、
前記連続梁の内側に沿って垂直に立設される支柱と、
各支柱の地上部で、前記道路に向って横架される柵状部材と、
前記L型擁壁ブロックの内側で前記支柱の底部を支持し、前記支柱を外に押し倒す力に抗すべく固定する支持部材と、
前記連続梁と平行に配置され前記道路地中に埋設されるアンカーブロックと、
前記連続梁と前記アンカーブロックとを緊張した状態で連結する線状引張材と、から成ることを特徴とする防護柵付L型擁壁ブロックの構造。
An L-shaped retaining wall having an L-shaped cross section arranged in a row along the road, comprising a retaining portion embedded in the road ground and a standing portion extending upward from one end of the retaining portion to constitute a retaining wall surface Block,
A continuous beam arranged along the inner upper portion of the L-shaped retaining wall block in a manner in which the top end width of the upright portion is expanded to 8 cm or more;
A column vertically erected along the inside of the continuous beam;
In the ground part of each column, a fence-like member that is laid horizontally toward the road,
A support member that supports the bottom of the column inside the L-shaped retaining wall block and fixes the column to resist the force of pushing the column outward;
An anchor block arranged in parallel to the continuous beam and embedded in the road ground;
A structure of an L-shaped retaining wall block with a protective fence, comprising: a linear tension member that connects the continuous beam and the anchor block in a tensioned state.
道路地中に埋設される控え部及び該控え部の一端から上方に延長されて擁壁面を構成する起立部から成り、前記道路に沿って列状に配置される断面L字形のL型擁壁ブロックと、
前記起立部の天端幅を8cm以上確保した位置に支柱貫通孔を有し、前記L型擁壁ブロックの内側上部に沿って配置される版状連続梁と、
前記版状連続梁の前記支柱貫通孔に挿入されて垂直に立設される支柱と、
各支柱の地上部で、前記道路に向って横架される柵状部材と、
前記L型擁壁ブロックの内側で前記支柱の底部を支持し、前記支柱を外に押し倒す力に抗すべく固定する支持部材と、から成り、前記版状連続梁は、前記柵状部材の内側面から前記道路内側方向にかけて少なくとも衝突車両の前輪が掛かるだけの幅を有することを特徴とする防護柵付L型擁壁ブロックの構造。
An L-shaped retaining wall having an L-shaped cross section arranged in a row along the road, comprising a retaining portion embedded in the road ground and a standing portion extending upward from one end of the retaining portion to constitute a retaining wall surface Block,
A plate-like continuous beam having a column through hole at a position where the top end width of the upright portion is secured by 8 cm or more, and disposed along the inner upper portion of the L-shaped retaining wall block;
A column that is inserted into the column through-hole of the plate-like continuous beam and is erected vertically,
In the ground part of each column, a fence-like member that is laid horizontally toward the road,
A support member that supports the bottom of the column inside the L-shaped retaining wall block and fixes the column to resist the force that pushes the column outward. A structure of an L-type retaining wall block with a protective fence, which has a width that allows at least a front wheel of a colliding vehicle to be hung from a side surface toward the inside of the road.
請求項4に記載の防護柵付L型擁壁ブロックの構造であって、前期連続梁の機能部分は、前記起立部の上端部分に一体成型され、かつ個々のブロックの延長方向両端部には、前記連続梁の機能部分が連続梁として機能を果すのに必要な両端固定金具が装着されることを特徴とする防護柵付L型擁壁ブロックの構造。It is a structure of the L-type retaining wall block with a protection fence of Claim 4, Comprising: The functional part of the previous period continuous beam is integrally molded by the upper end part of the said standing part, and it is in the extension direction both ends of each block. A structure of an L-type retaining wall block with a protective fence, wherein both ends fixing brackets necessary for the functional portion of the continuous beam to function as a continuous beam are mounted.
JP2003067257A 2002-03-12 2003-03-12 Structure of L-type retaining wall block with protective fence Expired - Lifetime JP4088542B2 (en)

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