JP4151956B2 - Manufacturing method of block for building drainage pipe penetration type retaining wall - Google Patents

Manufacturing method of block for building drainage pipe penetration type retaining wall Download PDF

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JP4151956B2
JP4151956B2 JP2003123995A JP2003123995A JP4151956B2 JP 4151956 B2 JP4151956 B2 JP 4151956B2 JP 2003123995 A JP2003123995 A JP 2003123995A JP 2003123995 A JP2003123995 A JP 2003123995A JP 4151956 B2 JP4151956 B2 JP 4151956B2
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frame member
retaining wall
block
drainage pipe
mold
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JP2004322600A (en
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政宣 金谷
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Mitani Sekisan Co Ltd
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Mitani Sekisan Co Ltd
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  • Retaining Walls (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、水抜きパイプ貫通型擁壁構築用ブロックの製造方法及びそれに用いられる型枠に関する。
【0002】
【従来の技術】
造成地や道路、河川等の法面には、法面の崩落や土砂崩れ、雨水による法面の浸食等を防止するため、通常、擁壁が構築される。
例えば、擁壁構築用ブロック(以下単にブロックという場合がある)を積み重ねて擁壁を構築する場合には、法面の傾斜に合わせてブロックを積み重ねていく作業と、ブロックと法面との間に裏込材(コンクリート等)を打設する作業とを一段ずつ交互に行うことにより擁壁が構築される。
【0003】
こうして形成された擁壁は、背後の法面から絶えず土圧を受ける。
また、法面を形成している地盤に雨水等が浸透すると、この土圧に加えて水圧の分だけ圧力が増加して、ブロック積みの擁壁が崩壊してしまうおそれがある。
そのため、従来から、擁壁構築用ブロックやそれにより構築された擁壁に、背後の地盤から水を抜くための水抜き構造を形成することが行われている。
この水抜き構造は、以下のタイプに大別される。
【0004】
第一に、ブロックの前壁と後壁にそれぞれ水抜き孔を複数形成し、更に前後の壁の間や後壁と法面との間に栗石等を充填するタイプの擁壁構築用ブロックが提案されている(特許文献1参照)。
こうしたブロックで擁壁を構築すると、地盤から裏込めの栗石の層に水が滲出し、ブロックの後壁の水抜き孔から中込めの(即ち前後の壁の間に充填した)栗石同士の間隙を通って、前壁の水抜き孔から外に排出される。
【0005】
しかし、こうしたブロックでは、水抜き効果を高めるためには水抜き孔を比較的大径にする必要があるが、そうした孔を複数形成すれば、その分、ブロック自体の強度が低下してしまう。
更に、裏込材や中込材としてコンクリートを打設し難いため、擁壁が必ずしも十分堅固にはなり難いという問題がある。
【0006】
第二に、こうした難点を避けるために、ブロックを前後に貫通するように水抜き孔を形成した擁壁構築用ブロック(▲1▼)や、擁壁構築時にブロックを貫くように水抜きパイプを配設するタイプの擁壁構築用ブロック(▲2▼)が種々提案されている。
例えば、前者のブロック▲1▼では、擁壁構築用ブロックBの前壁1及び後壁2を連結する控え壁3(連結壁)に前後に貫通する水抜き孔Cを形成するもの(特許文献2参照、図11に一例を示す)や、特殊な構造のブロックの分厚い後壁に水抜き孔を貫通させて形成したもの(特許文献3参照)等がある。
【0007】
こうしたブロックでは、通常、ブロックの1、2カ所に直径数センチ程度の水抜き孔を穿設するだけなので、ブロックの強度としては十分である。
図11に示すような控え壁3が1枚の擁壁構築用ブロックBと、後述する図12に示すような控え壁3が2枚以上の擁壁構築用ブロックBを、例えば千鳥積みにする場合のように併用する場合には、通常、図11のブロックBの控え壁3の中に貫通孔を形成して水抜き孔Cとする場合がある。
しかし、そうした場合、控え壁3を水抜き孔Cが通る分だけ分厚く形成しなければならない。
【0008】
また、こうした水抜き孔Cを有するブロックの成形は、実際のところ、必ずしも容易ではない。
具体的には、タイヤチューブに空気を圧入したものやホースに鋼製の棒状材を挿通したものを型枠内の水抜き孔Cを形成すべき所定の位置に配置し、打設されたコンクリートで押し潰されないようにしながら水抜き孔Cを形成する。
【0009】
しかし、こうした方法では、コンクリートを締め固めるために型枠に振動を加えるが、その際に行われる水抜き孔の孔径の維持が必ずしも容易ではない。
また、コンクリートが固化するまで孔径を維持し、タイヤチューブ等を所定の位置に保持しなければならず、作業が面倒であり生産性が必ずしも良くない。
更に、タイヤチューブやホースを抜き取る作業が面倒である。
【0010】
上記の擁壁構築用ブロック▲2▼、即ち擁壁構築時にブロックを貫くように水抜きパイプを配設するタイプのブロックとしては、ブロックの前壁(や後壁)の一部を砕いて削除したり(特許文献4参照)、ブロックの前壁の予め肉薄に形成された部分を砕いたりして(特許文献5参照)、その砕かれた部分に水抜きパイプを通すブロックが提案されている。
しかし、こうしたブロックでは、擁壁構築時にブロックを1つずつ砕き、水抜きパイプの位置合わせをしたり設置角度を調整したりしなければならず、施工作業が煩雑になる。
【0011】
また一方、ブロック▲2▼としては、予め、ブロックの前壁(及び後壁)に貫通孔を形成しておき、擁壁構築時に、水抜きパイプをその貫通孔に連結させたり挿通させたりして配設するタイプの擁壁構築用ブロックが多数提案されている(例えば特許文献6及び7等参照)。
【0012】
図12は、このようなタイプの擁壁構築用ブロックの一例を示す斜視図である(便宜上前壁1を点線で示す)。
また、図13は、このような擁壁構築用ブロックを製造する手順を示す説明図である。
【0013】
すなわち、擁壁構築用ブロックBには、前壁1及び後壁2にそれぞれ貫通孔D1及び貫通孔D2が形成される(図12参照)。
貫通孔D1及びD2を形成するには、例えば図13に示したように、型枠10を構成する枠部材20〜60のうち、ブロックBの前壁面を形成する枠部材20の貫通孔D1に対応する部分に突起部21を設ける。
【0014】
また、後壁2の貫通孔D2に対応する突起部71を備えた枠部材70を、例えば、ヒンジ構造(図示しない)を介して側枠部材60に取り付けておく〔図13(A)参照〕。
そして、各枠部材20〜60を組み付けて型枠10を形成し、枠部材70を倒して〔図13(B)の矢印方向〕、突起部71が上枠部材30に当接する状態にする。
【0015】
この状態で、コンクリートを型枠10内に打設し、締め固めるために型枠10を振動させて固化させる。
コンクリートが固化すると、前壁1及び後壁2にそれぞれ貫通孔D1及びD2(前壁1及び貫通孔D1は便宜上図示しない)が形成された擁壁構築用ブロックBが完成するのである〔図13(C)参照〕。
【0016】
このようにして貫通孔D1及びD2を形成された擁壁構築用ブロックBを用いて擁壁を構築する際には、ブロックBを積み上げて、貫通孔D1及びD2に水抜きパイプを連結させたり挿通させたりして配設する。
そして、裏込材や中込材としてコンクリートを打設するが、その際、コンクリートが確実に充填されるように振動を加えながら打設することが多い。
【0017】
しかし、コンクリートを流し込んだり振動を加えたりする中で、水抜きパイプが貫通孔から抜け落ちたり連結が外れたりしてしまう場合がある。
そのため、作業に必要以上に慎重さが要求され、施工作業の遅延の原因ともなっている。
【0018】
【特許文献1】
特開2000−64311号公報
【特許文献2】
特開平11−61857号公報
【特許文献3】
特開2003−64706号公報
【特許文献4】
特開平8−105069号公報
【特許文献5】
特開2000−319910号公報
【特許文献6】
特開平11−29945号公報
【特許文献7】
特開2002−129586号公報
【0019】
【発明が解決しようとする課題】
このように、擁壁構築時に、擁壁構築用ブロックの貫通孔に水抜きパイプを連結させたり挿通させたりする方法は、擁壁構築作業の効率性の観点から見て、必ずしも十分満足できる状況にはない。
このような貫通孔からの水抜きパイプの脱落や連結外れが生じないようにするには、前もって水抜きパイプが貫通した状態に埋め込まれたブロックを用いればよい。
【0020】
即ち、ブロックの成形(製造)の段階で、ブロックを前後に貫通するように水抜きパイプを埋め込んだ状態に擁壁構築用ブロックを成形できればよい(本発明では、こうした状態の擁壁構築用ブロックを水抜きパイプ貫通型擁壁構築用ブロックという)。
しかし、上記において、タイヤチューブを用いてブロックに水抜き孔を形成する場合(図11参照)と同様に、従来の方法や型枠のままでは、こうした擁壁構築用ブロックは、必ずしも容易には成形できなかった。
【0021】
本発明は、かかる実状を背景に、上記の問題点を克服するためになされたものである。
即ち、本発明の目的は、ブロックの成形の段階で、水抜きパイプをブロックの前後に貫通した状態に成形することが可能な水抜きパイプ貫通型擁壁構築用ブロックの製造方法を提供することである。
また、そのブロックの製造に適した型枠を提供することである。
【0022】
【課題を解決するための手段】
かくして、本発明者は、このような課題背景に対して、鋭意研究を重ねた結果、ブロックの成形に用いる型枠の枠部材で水抜きパイプを所定の位置に確実に把持しておけば、型枠にコンクリートを打設して締め固めのための振動を加えても、水抜きパイプの位置がずれたり抜けてしまったりすることを防止することができること、更に、型枠の枠部材に水抜きパイプを把持するための凹状受け部を形成する等すればより確実に水抜きパイプを把持できることを見出し、この知見に基づいて本発明を完成させたものである。
【0023】
即ち、本発明は、(1)、複数の枠部材よりなる型枠を用いて成形する擁壁構築用ブロックの製造方法であって、水抜きパイプが貫通すべき擁壁構築用ブロックの所定位置に埋め込まれるように、複数の枠部材により水抜きパイプを把持した状態でわく部材を組み付けて型枠を形成し、その後、該型枠にコンクリートを打設し、該コンクリートを硬化させて水抜きパイプを一体に埋め込むものにおいて、複数の枠部材が、擁壁構築用ブロックの前壁を形成するための前枠部材と、上部及び下部を形成するための上枠部材及び下枠部材と、右凹部及び左凹部を形成するための右枠部材及び左枠部材とよりなり、前記上枠部材及び下枠部材は前記前枠部材に対してスライド可能であり、前記水抜きパイプの外径に等しい内径の円筒状の貫通孔を形成する半円形状の凹状受け部を備えた前記上枠部材及び下枠部材により水抜きパイプを把持する擁壁構築用ブロックの製造方法に存する。
【0024】
そして、(2)、複数の枠部材よりなる型枠を用いて成形する擁壁構築用ブロックの製造方法であって、水抜きパイプが貫通すべき擁壁構築用ブロックの所定位置に埋め込まれるように、複数の枠部材により水抜きパイプを把持した状態で枠部材を組み付けて型枠を形成し、その後、該型枠にコンクリートを打設し、該コンクリートを硬化させて水抜きパイプを一体に埋め込むものにおいて、複数の枠部材が、擁壁構築用ブロックの前壁を形成するための前枠部材と、上部及び下部を形成するための上枠部材及び下枠部材と、右凹部及び左凹部を形成するための右枠部材及び左枠部材とよりなり、前記上枠部材及び下枠部材は前記前枠部材に対してヒンジ構造により起立可能に取り付けられており、前記水抜きパイプの外径に等しい内径の円筒状の貫通孔を形成する半円形状の凹状受け部を備えた前記右枠部材及び左枠部材により水抜きパイプを把持する擁壁構築用ブロックの製造方法に存する。
【0025】
そしてまた、(3)、前記前枠部材は水抜きパイプを立設する穴が設けられている上記(1)又は(2)に記載の擁壁構築用ブロックの製造方法に存する。
【0027】
そしてまた、()、前記凹状受け部が前記右枠部材及び左枠部材に着脱可能な入れ子部材に形成され、該入れ子部材により大きさの異なった水抜きパイプを選択的に交換できる上記(2)に記載の擁壁構築用ブロックの製造方法に存する。
【0030】
本発明はこの目的に沿ったものであれば、上記1〜の中から選ばれた2つ以上を組み合わせた構成も当然採用可能である。
【0031】
【発明の実施の形態】
以下、本発明の水抜きパイプ貫通型擁壁構築用ブロックの製造方法について、図面に基づき、好適な実施の形態を挙げて説明する。
先ず、本発明の製造方法により製造されるべき水抜きパイプ貫通型擁壁構築用ブロックについて簡単に述べる。
尚、本発明においては、複数の枠部材が水抜きパイプを把持する状態には、複数の枠部材が水抜きパイプを押圧して把持する状態や、複数の枠部材と水抜きパイプとの間に若干の間隙がある状態で把持する状態を含む。
【0032】
〔水抜きパイプ貫通型擁壁構築用ブロック〕
図1は、水抜きパイプ貫通型擁壁構築用ブロックの構成例を示す斜視図である(便宜上前壁1を2点鎖線で示す。図2においても同じ)。
また、図2は、水抜きパイプ貫通型擁壁構築用ブロックの別の構成例を示す斜視図である。
因みに、図1及び図2の水抜きパイプPの前壁1側の2点鎖線の部分は、水抜きパイプPが前壁1を貫通していることを示す。
【0033】
これらの構成例における水抜きパイプ貫通型擁壁構築用ブロックA及びA1(以下単にブロックAやブロックA1という場合がある)は、上端側が後退するように傾斜した前壁1と、前壁1に略平行に設けられた後壁2と、前壁1の後方に略垂直に突設され前壁1と後壁2とを連結する控え壁3(図1のブロックAでは一対)とを備える。
【0034】
また、控え壁3には、中込めコンクリートの打設の際、控え壁3によって仕切られたコンクリートが連続し合うように、抜き孔4が設けられている。
尚、便宜上、図1及び図2のブロックA及びブロックA1において、ブロックの左右の側面の凹部をそれぞれ右凹部5及び左凹部6といい、図1のブロックAにおいて前壁1、後壁2、及び左右の控え壁3、3により囲まれた空間を内部空間7という。
【0035】
図1及び図2に示したブロックA及びA1は、そのほぼ中央部分に、前壁1及び後壁2を貫通する状態に水抜きパイプPを備える。
つまり、水抜きパイプPは、図1のブロックAでは内部空間7を、また図2のブロックA1では控え壁3の抜き孔4内を前後に貫通する状態に、それぞれ埋め込まれている。
【0036】
水抜きパイプPを、前壁1側が後壁2側より若干低くなるように埋め込んで、ブロック(擁壁)の背後の地盤中の水を効率的にブロックの前壁側に排水することができるように形成されていることが好ましい。
尚、水抜きパイプPとしては、通常、塩化ビニル管等が多く使用されるが、他の材質のパイプであってもよい。
【0037】
〔本発明の製造方法及び型枠〕
次に、この水抜きパイプ貫通型擁壁構築用ブロックを成形するための本発明特有の製造方法及びそれに用いる型枠について説明する。
本発明の水抜きパイプ貫通型擁壁構築用ブロックの製造方法は、水抜きパイプが貫通すべき擁壁構築用ブロックの所定の位置に埋め込まれるように、複数の枠部材により水抜きパイプを把持した状態で枠部材を組み付けて型枠を形成し、その後、該型枠にコンクリートを打設し、該コンクリートを硬化させて水抜きパイプが一体に埋め込むことを特徴とする。
【0038】
その際、型枠として、水抜きパイプが貫通すべき擁壁構築用ブロックの所定の位置に対応するように凹状受け部を形成された複数の枠部材を備えた型枠を用いれば、ブロック成形時の水抜きパイプの把持がより確実になり好ましい。
以下、図を用いて、上記の製造方法(製造工程)及び型枠について説明する。
【0039】
〔第1の実施の形態〕
図3は、本発明の第1の実施の形態に用いられる型枠の枠部材を示す展開斜視図である。
この型枠Mは、図1に示した水抜き貫通型擁壁構築用ブロックAを成形するための型枠である。
【0040】
型枠Mは、ブロックAの前壁1を形成するための枠部材M1(前枠部材M1)と、ブロックAの上部及び下部を形成するための枠部材M2及びM3(上枠部材M2と下枠部材M3)と、ブロックAの右凹部5及び左凹部6を形成するための枠部材M4及びM5(右枠部材M4と左枠部材M5)と、を備える。
【0041】
また、上枠部材M2及び下枠部材M3には、内部空間7を形成するための箱状凸部M21及びM31が設けられている。
更に、右枠部材M4及び左枠部材M5には、控え壁3、3の抜き孔4、4を形成するための凸部M41及びM51が設けられている。
【0042】
さて、先述したように、本発明は型枠の複数の枠部材で水抜きパイプを把持する点に特徴がある。
その際、型枠の各枠部材に、水抜きパイプを確実に把持できるような凹状受け部が形成されていると好ましい。
【0043】
そこで、この型枠Mでは、水抜きパイプPが貫通すべき所定の位置(この場合はブロックAの中央部分)に対応するように、上枠部材M2の箱状凸部M21の先端部中央、及びに下枠部材M3の箱状凸部M31の先端部中央に、凹状受け部M22及び凹状受け部M32がそれぞれ半円形状に形成されている。
【0044】
後述する製造工程において、上枠部材M2の箱状凸部M21と下枠部材M3の箱状凸部M31とが当接すると、凹状受け部M22及び凹状受け部M32が協働して円筒状の貫通孔を形成する状態となる。
そのため、この円筒状の貫通孔の内径が水抜きパイプPの外径と等しくなるように凹状受け部M22及び凹状受け部M32を形成することにより、水抜きパイプPを確実に把持することが可能となる。
【0045】
また、図1に示した水抜きパイプ貫通型擁壁構築用ブロックAでは、水抜きパイプPがブロックAの前壁1を貫通する状態に形成される。
そのため、図3に示す型枠Mでは、前枠部材M1に水抜きパイプPを挿通させ立設させるための穴M11が形成されている。
【0046】
次に、このような構造の型枠Mを用いて水抜きパイプ貫通型擁壁構築用ブロックを製造する製造方法について述べる。
図4は、図3に示した型枠の上枠部材及び下枠部材を組み付けて水抜きパイプを把持した状態を示す斜視図である。
【0047】
図5は、図4の型枠に更に右枠部材及び左枠部材を組み付けた状態を示す斜視図である。
また、図6は、この型枠にコンクリートを打設して水抜きパイプ貫通型擁壁構築用ブロックを成形した後、型枠の組み付けを外した状態を示す斜視図である。
【0048】
先ず、図3の状態の型枠Mに対し、水抜きパイプPを前枠部材M1の穴M11に挿通して立設する。
そして、上枠部材M2及び下枠部材M3を前枠部材M1に対してスライドさせて、箱状凸部M21と箱状凸部M31とが当接するまで接近させる。
【0049】
その際、先述したように、凹状受け部M22と凹状受け部M32とが円筒状の貫通孔を形成する状態となる。
ここで、この円筒状の貫通孔の内径と水抜きパイプPの外径とが等しくなるように凹状受け部M22及び凹状受け部M32を形成しておけば、上枠部材M2と下枠部材M3とを衝合させることにより水抜きパイプPを確実に把持することが好ましい(図4参照)。
【0050】
次に、右枠部材M4及び左枠部材M5を、同様に前枠部材M1に対してスライドさせ、右枠部材M4の凸部M41と左枠部材M5の凸部M51とが、既に当接している上枠部材M2の箱状凸部M21及び下枠部材M3の箱状凸部M31に当接するまで、それぞれ移動させる。
このようにして、各枠部材を組み付けて型枠Mを形成する(図5参照)。
【0051】
そして、この状態の型枠Mに対してコンクリートを打設し、型枠Mに振動を加えてコンクリートを型枠M内の隅々まで行き渡らせて締め固める。
コンクリートが固化した後、組み付けとは逆の順序で右枠部材M4及び左枠部材M5を移動し、その後、上枠部材M2及び下枠部材M3を移動して、各枠部材の組み付けを外して、水抜きパイプ貫通型擁壁構築用ブロックAが完成する(図6参照)。
【0052】
本発明の水抜きパイプ貫通型擁壁構築用ブロックの製造方法によれば、このコンクリートの打設から固化までの間、水抜きパイプPが上枠部材M2及び下枠部材M3により的確に把持され、前枠部材M1の穴M11に挿通されて立設されている。
そのため、先述した従来例においてタイヤチューブ等を用いて擁壁構築用ブロックBに水抜き孔C(図11参照)を形成する場合のように、型枠の振動で水抜きパイプP(従来例ではタイヤチューブ)の位置がずれてしまったり孔径が小さくなってしまうような事態は生じ得ず、水抜きパイプが貫通すべき擁壁構築用ブロックの所定の位置に埋め込まれるのである。
【0053】
また、コンクリートが固化した後、ブロックAから各枠部材の組み付けを外すことができるように(図6参照)、水抜きパイプPを複数の枠部材(上記実施の形態では上枠部材M2と下枠部材M3)で把持することが必要である。
例えば、上枠部材M2の箱状凸部M21に貫通孔を形成し、その貫通孔で水抜きパイプPを把持するようにすると、コンクリートが固化した後は、ブロックAから上枠部材M2を引き抜くことができなくなってしまう。
【0054】
尚、上記実施の形態では、図1に示したブロックAのように、水抜きパイプPがブロックAのほぼ中央部分を貫通する状態に形成したが、他の位置や角度を偏倚させて水抜きパイプPを一体に埋め込むようにすることも可能である。
即ち、煩雑を避けるため図示はしないが、図3において、上枠部材M2の箱状凸部M21長く形成する(それに合わせて下枠部材M3の箱状凸部M31を短く形成する)ことで、水抜きパイプPがブロックAを貫通する位置を下げることができる。
【0055】
また、上枠部材M2の箱状凸部M21の凹状受け部22の位置を右又は左にずらして形成する(それに合わせて下枠部材M3の箱状凸部M31の凹状受け部M22の位置をずらして形成する)ことで、水抜きパイプPの位置を右又は左にずらすことができる。
更に、上枠部材M2の箱状凸部M21の当接面M23の角度を変えて形成する(それに合わせて下枠部材M3の箱状凸部M31の当接面M33の角度を変えて形成する)ことで、水抜きパイプPの貫通角度を変えることができる。
因みに、このように水抜きパイプPの位置や角度を変える場合、それに合わせて前枠部材M1の穴M11の位置を変えて形成することは言うまでもない。
【0056】
〔第2の実施の形態〕
一方、図1に示した水抜きパイプ貫通型擁壁構築用ブロックAにおいて、図2に示した水抜きパイプ貫通型擁壁構築用ブロックA1のように、水抜きパイプPが片方の控え壁3の抜き孔4内を前後に貫通する状態に形成したい場合がある。
そうした場合には、図7(A)に示すように、例えば、左枠部材M5の凸部M51に半円形状の溝上に凹状受け部M52を形成し、更に上枠部材M2の箱状凸部M21及び下枠部材M3の箱状凸部M31の各々角部に凹状受け部M22及び凹状受け部M32を形成する。
【0057】
その際、3つの枠部材が当接した状態では凹状受け部M52、凹状受け部M22、及び凹状受け部M32が、内径が水抜きパイプPの外径と等しい円筒状の貫通孔を形成するように形成する。
また、前枠部材M1の穴M11もこの円筒状の貫通孔の延長上に形成しておく。
そして、上記第1の実施の形態と同様に、水抜きパイプPを前枠部材M1の穴M11に挿通して立設し、上枠部材M2及び下枠部材M3をスライドさせて互いに当接させ、右枠部材M4及び左枠部材M5をスライドさせ、上枠部材M2及び下枠部材M3にそれぞれ当接させる。
【0058】
このようにして、左枠部材M5及び上下の枠部材M2及びM3により水抜きパイプPを把持した状態で各枠部材を組み付けて,型枠Mを形成する〔図7(B)参照〕。
そして、この型枠Mにコンクリートを打設して、水抜きパイプ貫通型擁壁構築用ブロックAを成形するのである。
【0059】
〔第3の実施の形態〕
本発明の型枠及び製造方法は、図2に示したような控え壁が1枚のタイプの水抜きパイプ貫通型擁壁構築用ブロック(いわゆるH型又はI型ブロック)の成形にも適用できる。
図8は、第3の実施の形態に用いられる型枠を示す斜視図であり、(A)は組み付け前、(B)は組み付け後の状態を示す。
【0060】
型枠Mは、ブロックA1の前壁1を形成するための前枠部材M1と、ブロックA1の上部及び下部を形成するための上枠部材M2及び下枠部材M3と、ブロックA1の右凹部5及び左凹部6を形成するための右枠部材M4及び左枠部材M5と、を備える〔図8(A)参照〕。
【0061】
上記第1及び第2の実施の形態では、上枠部材M2及び下枠部材M3は、前枠部材M1に対してスライドさせて組み付けられた。
この第3の実施の形態でもスライドさせることは当然可能であるが、この実施の形態では、それとは別の方式、即ち上枠部材M2及び下枠部材M3がヒンジ構造(図示しない)を介して前枠部材M1に取り付けられている場合を示した。
【0062】
因みに、右枠部材M4及び左枠部材M5も同様にヒンジ構造を介して前枠部材M1に取り付けることは当然可能であるが、図8(A)では便宜上スライド式の場合を示した。
また、上記第1及び第2の実施の形態の如く、上枠部材M2及び下枠部材M3をスライド方式とすることが可能であることは言うまでもない。
【0063】
右枠部材M4及び左枠部材M5には、控え壁3に抜き孔4を形成するための凸部M41及びM51が設けられている。
また、この実施の形態では、この凸部M41及び凸部M51の先端部分に、水抜きパイプPを把持するための半円形状に凹状受け部M42及び凹状受け部M52が形成されている。
前枠部材M1には、水抜きパイプPを挿通し立設するための穴M11が形成されている。
【0064】
次に、水抜きパイプ貫通型擁壁構築用ブロックA1を成形する手順としては、先ず、水抜きパイプPを前枠部材M1の穴M11に挿通して立設し、右枠部材M4及び左枠部材M5をスライドさせて、凸部M41と凸部M51とを当接させる。
そして、凹状受け部M42及び凹状受け部M52で水抜きパイプPを把持した状態で上枠部材M2及び下枠部材M3を起立させ、枠部材を組み付けて型枠Mを形成する〔図8(B)参照〕。
【0065】
そして、コンクリートを打設して固化させれば、図2に示した水抜きパイプ貫通型擁壁構築用ブロックA1を成形することができる。
尚、この第3の実施の形態でも、水抜きパイプPがブロックA1のほぼ中央部分を貫通する状態に形成する場合を示したが、第1及び第2の実施の形態と同様に、水抜きパイプPを他の位置や角度でブロックA1を貫通させるように成形すること等、種々に変形することも当然可能である。
【0066】
〔第4の実施の形態〕
さて、上記の実施の形態では、上枠部材M2及び下枠部材M3の箱状凸部M21及びM31(図3等参照)や、右枠部材M4及び左枠部材M5の凸部M41及びM51〔図8(A)等参照〕の先端部分に、水抜きパイプPを把持するための凹状受け部を直接形成した。
そのため、水抜きパイプPの規格(孔径など)の変更があったり、取り付け角度が変更になったりした場合等には、凹状受け部が形成された枠部材自体を交換しなければならず、不都合な場合がある。
【0067】
そのような場合には、凹状受け部の周辺のみを着脱可能な構造とすることにより、簡単に交換することができ、上記変更に的確に対応できる。
以下、図2に示した、いわゆるH型(I型)ブロックの製造方法に用いる型枠に基づいて説明する。
【0068】
図9は、凹状受け部の周辺を入子部材とし、着脱可能な構造とした型枠を示す斜視図である。
また、図10は、図9に示した型枠に用いられる種々の入子部材を示す斜視図である(左枠部材に固定される入子部材N2について示す)。
【0069】
型枠Mは、穴M11が形成された前枠部材M1と、前枠部材M1にヒンジ構造を介して取り付けられた上枠部材M2及び下枠部材M3と、凸部M41及びM51が形成された右枠部材M4及び左枠部材M5と、を備える(図9参照)。
この実施の形態では、左枠部材M5の凸部M51には、半円形状の凹状受け部M52が形成された入子部材N2を嵌合的に固定するための窪みである嵌入部M53が形成されている。
【0070】
入子部材N2の壁面のうち、凹状受け部M52が形成された面を正面と見た場合の側面は、テーパ状に形成され、背面には、例えば、ボルトを螺着させるためのナット部(図示しない)が形成されている。
左枠部材M5の嵌入部M53は、入子部材N2が嵌合するように、テーパ状に形成されている。
【0071】
入子部材N2は、図9の矢印で示すように、左枠部材M5の嵌入部M53に挿入され、裏からボルトで螺着され固定される。
同様に、右枠部材M4においても、凸部M41に形成された嵌入部M43に、凹状受け部M42が形成された入子部材N1が挿入され、ボルトで螺着され固定される(図9では既に嵌合固定された状態を示している)。
【0072】
このように形成することにより、入子部材N1及び入子部材N2を交換可能とすることができる。
また、図10に示すように、入子部材N2(及びN1)を、凹状受け部M52以外の部分は同一の形状とし、凹状受け部M52の径をより大きくしたり〔図10(B)参照〕、径をより小さくしたり〔図10(C)参照〕、或いは凹状受け部M52の角度を変えたり〔図10(D)参照〕することで、水抜きパイプの規格等の変更に的確に対応させることが可能となる。
【0073】
因みに、図10(A)の入子部材N2は、図9に示した入子部材N2と同一のものである。
尚、凹状受け部M22及びM32を形成した入子部材を、図3に示した型枠Mの上枠部材M2及び下枠部材M3の箱状凸部M21及びM31にそれぞれ嵌合固定することで、図1に示したいわゆる箱型のブロックAでも、上記と同様に、水抜きパイプの規格等の変更に的確に対応可能であることは言うまでもない。
【0074】
以上、本発明を説明してきたが、本発明は実施形態にのみ限定されるものではなく、その本質を逸脱しない範囲で、他の種々の変形例が可能であることは言うまでもない。
【0075】
例えば、上記の実施の形態では、いわゆる箱型ブロック(図1参照)及びH型(I型)ブロック(図2参照)について述べたが、本発明が、他の形状の擁壁構築用ブロックの製造方法及びそれに用いられる型枠にも当然適用可能である。
また、各実施の形態で述べた前枠部材M1の穴M11は水抜きパイプPを挿通して立設させるものであるが、この穴M11の代わりに、水抜きパイプPに内挿させて水抜きパイプPを立設させることができる突起を設けることも可能である。
【0076】
また、第4の実施の形態(図3に示す型枠に応用する場合を含む)において、入子部材を他の構造としたり、又は、右枠部材M4及び左枠部材M5の凸部M41及びM51自体、或いは上枠部材M2及び下枠部材M3の箱状凸部M21及びM31自体を、全体的に或いは部分的に交換可能に固定して用いることも可能である(この場合は、凸部M41等の全体又は部分が入子部材に該当する)。
更に、図3の前枠部材M1に凹凸を形成し或いは石を配設して、擁壁構築用ブロックAの前壁面に模様を表出させたり化粧石を浮き上がらせたりすることは、当然に行われることである。
【0077】
【発明の効果】
本発明の水抜きパイプ貫通型擁壁構築用ブロックの製造方法及びそれに用いる型枠によれば、ブロックの成形の段階で、型枠の枠部材が水抜きパイプを所定の位置に確実に把持するので、水抜きパイプをブロックの前後に貫通した状態に的確に成形することが可能となる。
従って、製造時においては、水抜きパイプが型枠の枠部材に把持されているので、型枠に打設したコンクリートが固化するまで位置ズレする心配がない。
【0078】
また、擁壁構築用ブロックとして製造後は、水抜きパイプがブロックに一体に埋め込まれ、コンクリートで固定される。
そのため、ブロック擁壁の構築作業中も、擁壁として完成後も、振動や衝撃等が加わっても、水抜きパイプが外れて抜けたり位置ズレする等の心配がなく、ブロックを容易に取り扱え、且つ水抜きパイプの固定を安定に維持できる利点がある。
また、ブロックの控え壁の中に水抜き孔を形成しなくてよいため、控え壁を必要以上に分厚く形成する必要がない。
【図面の簡単な説明】
【図1】図1は、水抜きパイプ貫通型擁壁構築用ブロックの構成例を示す斜視図である。
【図2】図2は、水抜きパイプ貫通型擁壁構築用ブロックの別の構成例を示す斜視図である。
【図3】図3は、本発明の第1の実施の形態に用いられる型枠の枠部材を示す斜視図である。
【図4】図4は、図3に示した型枠の上枠部材及び下枠部材を組み付けて水抜きパイプを把持した状態を示す斜視図である。
【図5】図5は、図3に示した型枠の各枠部材を水抜きパイプを把持した状態で組み付けて型枠を形成した状態を示す斜視図である。
【図6】図6は、図5に示した型枠にコンクリートを打設して水抜きパイプ貫通型擁壁構築用ブロックを製造した状態を示す斜視図である。
【図7】図7は、本発明の第2の実施の形態に用いられる型枠の枠部材を示す斜視図である。
【図8】図8は、第3の実施の形態に用いられる型枠を示す斜視図であり、(A)は組み付け前、(B)は組み付け後の状態を示す。
【図9】図9は、凹状受け部の周辺を入子部材とし、着脱可能な構造とした型枠を示す斜視図である。
【図10】図10は、図9に示した型枠に用いられる種々の入子部材を示す斜視図である。
【図11】図11は、控え壁を前後に貫通する水抜き孔を形成した従来の擁壁構築用ブロックの一例を示す斜視図である。
【図12】図12は、前壁及び後壁の貫通孔に水抜きパイプを挿通するタイプの従来の擁壁構築用ブロックの一例を示す斜視図である。
【図13】図13は、図12に示した擁壁構築用ブロックを製造する手順を示す説明図である。
【符号の説明】
A、A1…水抜きパイプ貫通型擁壁構築用ブロック
B…従来の擁壁構築用ブロック
C…水抜き孔
D1、D2…貫通孔
M…型枠
M1〜M5…枠部材
M1…前枠部材
M11…穴
M2…上枠部材
M21…箱状凸部
M22…凹状受け部
M23…当接面
M3…下枠部材
M31…箱状凸部
M32…凹状受け部
M33…当接面
M4…右枠部材
M41…凸部
M42…凹状受け部
M43…嵌入部
M5…左枠部材
M51…凸部
M52…凹状受け部
M53…嵌入部
N1、N2…入子部材
P…水抜きパイプ
1…前壁
2…後壁
3…控え壁
4…抜き孔
5…右凹部
6…左凹部
7…内部空間
10…型枠
20〜70…枠部材
21、71…突起部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for producing a water drainage pipe penetration type retaining wall construction block and a mold used therefor.
[0002]
[Prior art]
Retaining walls are usually constructed on slopes such as development sites, roads, and rivers to prevent slopes, landslides, and erosion of slopes due to rainwater.
For example, when building a retaining wall by stacking retaining wall building blocks (hereinafter sometimes referred to simply as blocks), the work is to stack the blocks according to the slope of the slope and between the block and the slope. Retaining walls are constructed by alternately performing the step of placing a backing material (concrete, etc.) on the wall one by one.
[0003]
The retaining wall thus formed is constantly subjected to earth pressure from the slope behind it.
In addition, when rainwater or the like penetrates into the ground forming the slope, the pressure increases by the amount of water pressure in addition to the earth pressure, and the retaining wall of the block pile may collapse.
Therefore, conventionally, a drainage structure for draining water from the ground behind has been formed on the retaining wall construction block and the retaining wall constructed thereby.
This drainage structure is roughly divided into the following types.
[0004]
First, there is a type of retaining wall construction block in which a plurality of drain holes are formed on the front wall and the rear wall of the block, and further, the stone is filled between the front and rear walls and between the rear wall and the slope. It has been proposed (see Patent Document 1).
When a retaining wall is constructed with these blocks, water oozes from the ground into the backfilled chestnut layer, and the interstices between the chestnut stones that are filled (that is, filled between the front and back walls) from the drain holes in the rear wall of the block. It is discharged outside through the drain hole on the front wall.
[0005]
However, in such a block, in order to enhance the water draining effect, it is necessary to make the water draining hole relatively large in diameter. However, if a plurality of such holes are formed, the strength of the block itself is reduced accordingly.
Furthermore, since it is difficult to place concrete as a backing material or an intermediate material, there is a problem that the retaining wall is not always sufficiently solid.
[0006]
Secondly, in order to avoid such difficulties, a retaining wall construction block (▲ 1 ▼) with a drainage hole formed so as to penetrate the block back and forth, or a drainage pipe to penetrate the block when the retaining wall is constructed. Various types of retaining wall construction blocks (2) have been proposed.
For example, in the former block {circle around (1)}, a drain hole C penetrating back and forth is formed in a retaining wall 3 (connection wall) that connects the front wall 1 and the rear wall 2 of the retaining wall construction block B (Patent Document). 2, an example is shown in FIG. 11), and a water drainage hole formed in a thick rear wall of a block having a special structure (see Patent Document 3).
[0007]
In such a block, since the water drain hole having a diameter of about several centimeters is usually formed in one or two places of the block, the strength of the block is sufficient.
A retaining wall construction block B having one retaining wall 3 as shown in FIG. 11 and a retaining wall construction block B having two or more retaining walls 3 as shown in FIG. When used together as in the case, a through hole may be formed in the retaining wall 3 of the block B of FIG.
However, in such a case, it is necessary to form the retaining wall 3 as thick as the drain hole C passes.
[0008]
Further, in practice, it is not always easy to form a block having such a drain hole C.
Specifically, concrete in which air is pressed into a tire tube or steel rod-like material inserted into a hose is placed at a predetermined position where a water drain hole C is to be formed in the formwork, and is placed. The drain hole C is formed while not being crushed by.
[0009]
However, in such a method, vibration is applied to the mold in order to consolidate the concrete, but it is not always easy to maintain the diameter of the drain hole that is performed at that time.
Further, the hole diameter must be maintained until the concrete is solidified, and the tire tube or the like must be held at a predetermined position, which is troublesome and productivity is not necessarily good.
Furthermore, the work of pulling out the tire tube and hose is troublesome.
[0010]
The above retaining wall construction block (2), that is, a block of a type in which a drain pipe is provided so as to penetrate the block when constructing the retaining wall, is to remove part of the front wall (or rear wall) of the block (Refer to Patent Document 4), and a block in which a thinly formed portion of the front wall of the block is preliminarily formed (refer to Patent Document 5) and a water drain pipe is passed through the crushed portion has been proposed. .
However, in such a block, it is necessary to crush the blocks one by one at the time of constructing the retaining wall, to adjust the position of the drainage pipe and to adjust the installation angle, and the construction work becomes complicated.
[0011]
On the other hand, as block (2), a through hole is formed in the front wall (and rear wall) of the block in advance, and when the retaining wall is constructed, the drain pipe is connected to or inserted into the through hole. Many types of retaining wall construction blocks have been proposed (see, for example, Patent Documents 6 and 7).
[0012]
FIG. 12 is a perspective view showing an example of such a type of retaining wall construction block (the front wall 1 is indicated by a dotted line for convenience).
Moreover, FIG. 13 is explanatory drawing which shows the procedure which manufactures such a retaining wall construction block.
[0013]
That is, in the retaining wall construction block B, a through hole D1 and a through hole D2 are formed in the front wall 1 and the rear wall 2, respectively (see FIG. 12).
In order to form the through holes D1 and D2, for example, as shown in FIG. 13, among the frame members 20 to 60 constituting the mold 10, the through holes D1 of the frame member 20 forming the front wall surface of the block B are formed. Protrusions 21 are provided at corresponding portions.
[0014]
Moreover, the frame member 70 provided with the protrusion part 71 corresponding to the through-hole D2 of the rear wall 2 is attached to the side frame member 60 through, for example, a hinge structure (not shown) [see FIG. 13A]. .
Then, the frame members 20 to 60 are assembled to form the mold 10, and the frame member 70 is tilted (in the direction of the arrow in FIG. 13B) so that the protruding portion 71 is in contact with the upper frame member 30.
[0015]
In this state, concrete is placed in the mold 10 and the mold 10 is vibrated and solidified for compaction.
When the concrete is solidified, the retaining wall construction block B in which through holes D1 and D2 are formed in the front wall 1 and the rear wall 2 (the front wall 1 and the through hole D1 are not shown for convenience) is completed [FIG. 13]. (See (C)).
[0016]
When the retaining wall is constructed using the retaining wall construction block B in which the through holes D1 and D2 are formed in this way, the block B is stacked and a drain pipe is connected to the through holes D1 and D2. It is inserted and arranged.
Then, concrete is placed as a backing material or an intermediate placement material, and at that time, it is often placed while applying vibration so that the concrete is reliably filled.
[0017]
However, when the concrete is poured or vibration is applied, the drainage pipe may fall out of the through hole or be disconnected.
For this reason, the work is required to be more careful than necessary, causing a delay in the construction work.
[0018]
[Patent Document 1]
JP 2000-64311 A
[Patent Document 2]
Japanese Patent Laid-Open No. 11-61857
[Patent Document 3]
JP 2003-64706 A
[Patent Document 4]
JP-A-8-105069
[Patent Document 5]
JP 2000-319910 A
[Patent Document 6]
JP-A-11-29945
[Patent Document 7]
JP 2002-129586 A
[0019]
[Problems to be solved by the invention]
In this way, when constructing a retaining wall, the method of connecting or inserting a drain pipe into the through hole of the retaining wall construction block is not always satisfactory from the viewpoint of the efficiency of the retaining wall construction work. Not.
In order to prevent such a drop of the drainage pipe or disconnection from the through hole, a block embedded in a state where the drainage pipe penetrates in advance may be used.
[0020]
That is, at the stage of block formation (manufacturing), it is sufficient that the retaining wall construction block can be molded in a state where the drain pipe is embedded so as to penetrate the block back and forth (in the present invention, the retaining wall construction block in such a state is used). Is called a block for building a drainage pipe penetration type retaining wall).
However, in the above, as in the case where a drain hole is formed in the block using a tire tube (see FIG. 11), such a retaining wall building block is not always easily made with the conventional method or formwork. Could not mold.
[0021]
The present invention has been made in order to overcome the above-mentioned problems against the background of such a situation.
That is, an object of the present invention is to provide a manufacturing method of a block for building a drainage pipe penetration type retaining wall capable of forming a drainage pipe in a state of penetrating before and after the block at the stage of block molding. It is.
Moreover, it is providing the formwork suitable for manufacture of the block.
[0022]
[Means for Solving the Problems]
Thus, the present inventor, as a result of earnest research on such a problem background, as long as the drainage pipe is securely held at a predetermined position by the frame member of the mold used for molding the block, Even if concrete is placed on the formwork and vibration is applied for compaction, the drainage pipe can be prevented from being displaced or removed, and water can be applied to the formwork frame members. It has been found that the drainage pipe can be more reliably gripped by forming a concave receiving portion for gripping the drainage pipe, and the present invention has been completed based on this finding.
[0023]
That is, the present invention is (1) a method for manufacturing a retaining wall construction block formed by using a mold made of a plurality of frame members, wherein the predetermined position of the retaining wall construction block to be penetrated by the drainage pipe As a result, a frame member is formed by assembling a frame member while holding a drain pipe with a plurality of frame members, and then concrete is placed in the mold frame, and the concrete is cured to drain water. In the case of embedding a pipe integrally, a plurality of frame members include a front frame member for forming a front wall of a retaining wall building block, an upper frame member and a lower frame member for forming upper and lower portions, and a right It consists of a right frame member and a left frame member for forming a recess and a left recess, and the upper frame member and the lower frame member are slidable with respect to the front frame member, A semicircular concave receiving portion that forms a cylindrical through hole having an inner diameter equal to the outer diameter of the drain pipe. In the manufacturing method of the retaining wall construction block for holding the drain pipe by the upper frame member and the lower frame member provided with
[0024]
(2) A method for manufacturing a retaining wall building block that is molded by using a mold made of a plurality of frame members, so that the drainage pipe is embedded in a predetermined position of the retaining wall building block to be penetrated. In addition, the frame member is assembled with the drainage pipe held by a plurality of frame members to form a mold, and then concrete is placed on the mold, and the concrete is hardened so that the drainage pipe is integrated. In the embedding, a plurality of frame members are a front frame member for forming the front wall of the retaining wall building block, an upper frame member and a lower frame member for forming the upper part and the lower part, a right concave part and a left concave part The upper frame member and the lower frame member are attached to the front frame member so as to be able to stand up by a hinge structure, A semicircular concave receiving portion that forms a cylindrical through hole having an inner diameter equal to the outer diameter of the drain pipe. A retaining wall construction block for gripping a drain pipe by the right frame member and the left frame member.
[0025]
And again (3), The front frame member according to (1) or (2), wherein a hole for standing a drain pipe is provided. It exists in the manufacturing method of the block for a retaining wall construction.
[0027]
and again,( 4 ), Above The concave receiving part The right frame member and the left frame member It is formed in a detachable nesting member, and the drainage pipes of different sizes can be selectively replaced by the nesting member. As described in (2) above It exists in the manufacturing method of the block for a retaining wall construction.
[0030]
If the present invention meets this purpose, the above 1 to 4 Of course, a configuration combining two or more selected from the above can also be adopted.
[0031]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the manufacturing method of the block for building a drainage pipe penetration type retaining wall of the present invention will be described with reference to the preferred embodiments based on the drawings.
First, the drainage pipe penetration type retaining wall construction block to be manufactured by the manufacturing method of the present invention will be briefly described.
In the present invention, the state in which the plurality of frame members grips the drainage pipe includes the state in which the plurality of frame members press and grip the drainage pipe, or between the plurality of frame members and the drainage pipe. Including a state of gripping with a slight gap.
[0032]
[Block for building drainage pipe penetration type retaining wall]
FIG. 1 is a perspective view showing a configuration example of a block for constructing a drainage pipe penetration type retaining wall (for convenience, the front wall 1 is indicated by a two-dot chain line; the same applies to FIG. 2).
Moreover, FIG. 2 is a perspective view which shows another structural example of the block for water draining pipe penetration type retaining wall construction.
In addition, the part of the dashed-two dotted line by the side of the front wall 1 of the drainage pipe P of FIG.1 and FIG.2 shows that the drainage pipe P has penetrated the front wall 1. FIG.
[0033]
The water drainage pipe penetration type retaining wall construction blocks A and A1 (hereinafter sometimes simply referred to as a block A or a block A1) in these configuration examples are arranged on the front wall 1 and the front wall 1 inclined so that the upper end side is retracted. A rear wall 2 provided substantially in parallel and a retaining wall 3 (a pair in the block A in FIG. 1) projecting substantially perpendicularly behind the front wall 1 and connecting the front wall 1 and the rear wall 2 are provided.
[0034]
Further, the retaining wall 3 is provided with a hole 4 so that the concrete partitioned by the retaining wall 3 is continuous when the embedded concrete is placed.
For convenience, in the block A and the block A1 in FIGS. 1 and 2, the concave portions on the left and right side surfaces of the block are referred to as a right concave portion 5 and a left concave portion 6, respectively. In the block A in FIG. The space surrounded by the left and right retaining walls 3 and 3 is referred to as an internal space 7.
[0035]
The blocks A and A1 shown in FIG. 1 and FIG. 2 are provided with a drain pipe P in a state of penetrating the front wall 1 and the rear wall 2 at a substantially central portion thereof.
That is, the drain pipe P is embedded in the state of penetrating the interior space 7 in the block A of FIG. 1 and in the front and rear through the vent hole 4 of the retaining wall 3 in the block A1 of FIG.
[0036]
By burying the drain pipe P so that the front wall 1 side is slightly lower than the rear wall 2 side, water in the ground behind the block (retaining wall) can be efficiently drained to the front wall side of the block. It is preferable to be formed as described above.
Incidentally, as the drain pipe P, a vinyl chloride pipe or the like is usually used, but pipes of other materials may be used.
[0037]
[Production method and form of the present invention]
Next, a manufacturing method peculiar to the present invention for forming this drainage pipe penetration type retaining wall building block and a mold used for the same will be described.
The manufacturing method of the drainage pipe penetration type retaining wall construction block according to the present invention grips the drainage pipe with a plurality of frame members so that the drainage pipe is embedded in a predetermined position of the retention wall construction block to be penetrated. In this state, a frame member is assembled to form a mold, and then concrete is placed in the mold, the concrete is cured, and a drainage pipe is embedded integrally.
[0038]
At that time, if a mold having a plurality of frame members in which concave receiving portions are formed so as to correspond to predetermined positions of the retaining wall construction block through which the water drainage pipe should penetrate is used as a mold, block molding It is preferable that the drainage pipe is more reliably gripped at the time.
Hereinafter, the manufacturing method (manufacturing process) and the formwork will be described with reference to the drawings.
[0039]
[First Embodiment]
FIG. 3 is an exploded perspective view showing a frame member of the mold used in the first embodiment of the present invention.
This mold M is a mold for molding the drainage penetration type retaining wall construction block A shown in FIG.
[0040]
The frame M includes a frame member M1 (front frame member M1) for forming the front wall 1 of the block A, and frame members M2 and M3 (upper frame member M2 and lower) for forming the upper and lower portions of the block A. A frame member M3), and frame members M4 and M5 (a right frame member M4 and a left frame member M5) for forming the right concave portion 5 and the left concave portion 6 of the block A.
[0041]
The upper frame member M2 and the lower frame member M3 are provided with box-shaped convex portions M21 and M31 for forming the internal space 7.
Further, the right frame member M4 and the left frame member M5 are provided with convex portions M41 and M51 for forming the holes 4 and 4 of the retaining walls 3 and 3, respectively.
[0042]
As described above, the present invention is characterized in that the drainage pipe is gripped by a plurality of frame members of the mold.
In that case, it is preferable that each frame member of the mold is formed with a concave receiving portion that can securely grip the drain pipe.
[0043]
Therefore, in this mold M, the center of the front end of the box-like convex portion M21 of the upper frame member M2 so as to correspond to a predetermined position (in this case, the central portion of the block A) through which the water draining pipe P passes, In addition, a concave receiving portion M22 and a concave receiving portion M32 are formed in a semicircular shape at the center of the tip of the box-shaped convex portion M31 of the lower frame member M3.
[0044]
In the manufacturing process to be described later, when the box-shaped convex portion M21 of the upper frame member M2 and the box-shaped convex portion M31 of the lower frame member M3 come into contact with each other, the concave receiving portion M22 and the concave receiving portion M32 cooperate to form a cylindrical shape. It will be in the state which forms a through-hole.
Therefore, by forming the concave receiving portion M22 and the concave receiving portion M32 so that the inner diameter of the cylindrical through hole is equal to the outer diameter of the drainage pipe P, the drainage pipe P can be reliably gripped. It becomes.
[0045]
Further, in the drain pipe penetrating retaining wall construction block A shown in FIG. 1, the drain pipe P is formed in a state of penetrating the front wall 1 of the block A.
Therefore, in the mold M shown in FIG. 3, a hole M11 for allowing the drainage pipe P to be inserted into the front frame member M1 and standing is formed.
[0046]
Next, a manufacturing method for manufacturing a drainage pipe penetration type retaining wall building block using the mold M having such a structure will be described.
FIG. 4 is a perspective view showing a state in which the drainage pipe is gripped by assembling the upper frame member and the lower frame member of the mold shown in FIG. 3.
[0047]
FIG. 5 is a perspective view showing a state in which a right frame member and a left frame member are further assembled to the mold shown in FIG.
FIG. 6 is a perspective view showing a state where the formwork is removed after the concrete is placed on the formwork to form the drainage pipe penetration type retaining wall construction block.
[0048]
First, the drain pipe P is inserted into the hole M11 of the front frame member M1 and erected with respect to the mold M in the state of FIG.
And the upper frame member M2 and the lower frame member M3 are slid with respect to the front frame member M1, and are made to approach until the box-shaped convex part M21 and the box-shaped convex part M31 contact | abut.
[0049]
At that time, as described above, the concave receiving portion M22 and the concave receiving portion M32 form a cylindrical through hole.
Here, if the concave receiving portion M22 and the concave receiving portion M32 are formed so that the inner diameter of the cylindrical through hole is equal to the outer diameter of the drainage pipe P, the upper frame member M2 and the lower frame member M3. It is preferable that the water drainage pipe P is securely gripped by abutting (see FIG. 4).
[0050]
Next, the right frame member M4 and the left frame member M5 are similarly slid with respect to the front frame member M1, and the convex portion M41 of the right frame member M4 and the convex portion M51 of the left frame member M5 are already in contact with each other. The upper frame member M2 is moved until it comes into contact with the box-shaped convex portion M21 of the upper frame member M2 and the box-shaped convex portion M31 of the lower frame member M3.
In this way, each frame member is assembled to form the mold M (see FIG. 5).
[0051]
Then, concrete is placed on the formwork M in this state, and the formwork M is vibrated to spread the concrete to every corner in the formwork M to be compacted.
After the concrete is solidified, the right frame member M4 and the left frame member M5 are moved in the reverse order of the assembly, and then the upper frame member M2 and the lower frame member M3 are moved to remove the assembly of each frame member. Then, the drainage pipe penetration type retaining wall construction block A is completed (see FIG. 6).
[0052]
According to the method for manufacturing the block for constructing a drainage pipe penetration type retaining wall of the present invention, the drainage pipe P is accurately gripped by the upper frame member M2 and the lower frame member M3 during the concrete placement to solidification. The front frame member M1 is erected through the hole M11.
Therefore, as in the case of forming the drain hole C (see FIG. 11) in the retaining wall construction block B using a tire tube or the like in the above-described conventional example, the drain pipe P (in the conventional example) The situation that the position of the tire tube) shifts or the hole diameter becomes small cannot occur, and the drainage pipe is embedded in a predetermined position of the retaining wall construction block to be penetrated.
[0053]
Further, after the concrete is solidified, the drainage pipe P is made up of a plurality of frame members (in the above embodiment, the upper frame member M2 and the lower frame so that the assembly of each frame member can be removed from the block A (see FIG. 6). It is necessary to grip with the frame member M3).
For example, when a through hole is formed in the box-shaped convex portion M21 of the upper frame member M2 and the drain pipe P is gripped by the through hole, the upper frame member M2 is pulled out from the block A after the concrete is solidified. It becomes impossible to do.
[0054]
In the above-described embodiment, the drain pipe P is formed so as to pass through the substantially central portion of the block A as in the block A shown in FIG. 1. It is also possible to embed the pipe P integrally.
That is, although not shown in order to avoid complication, in FIG. 3, by forming the box-shaped convex part M21 of the upper frame member M2 long (to form the box-shaped convex part M31 of the lower frame member M3 short accordingly), The position where the drain pipe P passes through the block A can be lowered.
[0055]
Further, the position of the concave receiving portion 22 of the box-like convex portion M21 of the upper frame member M2 is formed by shifting to the right or left (accordingly, the position of the concave receiving portion M22 of the box-like convex portion M31 of the lower frame member M3 is set. It is possible to shift the position of the drainage pipe P to the right or left.
Further, it is formed by changing the angle of the contact surface M23 of the box-shaped convex portion M21 of the upper frame member M2 (in accordance with this, the angle of the contact surface M33 of the box-shaped convex portion M31 of the lower frame member M3 is changed. ), The penetration angle of the drain pipe P can be changed.
Incidentally, when the position and angle of the drainage pipe P are changed in this way, it goes without saying that the position of the hole M11 of the front frame member M1 is changed accordingly.
[0056]
[Second Embodiment]
On the other hand, in the drainage pipe penetration type retaining wall construction block A shown in FIG. 1, the drainage pipe P is one retaining wall 3 as in the drainage pipe penetration type retaining wall construction block A1 shown in FIG. There is a case where it is desired to form the through hole 4 so as to penetrate the front and rear.
In such a case, as shown in FIG. 7A, for example, a concave receiving portion M52 is formed on a semicircular groove on the convex portion M51 of the left frame member M5, and further, a box-shaped convex portion of the upper frame member M2 is formed. A concave receiving portion M22 and a concave receiving portion M32 are formed at each corner of M21 and the box-shaped convex portion M31 of the lower frame member M3.
[0057]
At that time, when the three frame members are in contact with each other, the concave receiving portion M52, the concave receiving portion M22, and the concave receiving portion M32 form a cylindrical through hole having an inner diameter equal to the outer diameter of the drainage pipe P. To form.
A hole M11 of the front frame member M1 is also formed on the extension of the cylindrical through hole.
Then, as in the first embodiment, the drain pipe P is inserted through the hole M11 of the front frame member M1, and the upper frame member M2 and the lower frame member M3 are slid to contact each other. The right frame member M4 and the left frame member M5 are slid and brought into contact with the upper frame member M2 and the lower frame member M3, respectively.
[0058]
In this way, each frame member is assembled in a state where the drain pipe P is held by the left frame member M5 and the upper and lower frame members M2 and M3, thereby forming the mold frame M (see FIG. 7B).
Then, concrete is placed on the mold M to form the drainage pipe penetration type retaining wall building block A.
[0059]
[Third Embodiment]
The formwork and manufacturing method of the present invention can also be applied to molding a drainage pipe penetration type retaining wall construction block (so-called H-type or I-type block) having a single retaining wall as shown in FIG. .
FIG. 8 is a perspective view showing a mold used in the third embodiment, where (A) shows a state before assembly, and (B) shows a state after assembly.
[0060]
The form frame M includes a front frame member M1 for forming the front wall 1 of the block A1, an upper frame member M2 and a lower frame member M3 for forming the upper and lower portions of the block A1, and a right recess 5 of the block A1. And a right frame member M4 and a left frame member M5 for forming the left recess 6 (see FIG. 8A).
[0061]
In the first and second embodiments, the upper frame member M2 and the lower frame member M3 are assembled by sliding with respect to the front frame member M1.
Although it is naturally possible to slide in the third embodiment, in this embodiment, another method, that is, the upper frame member M2 and the lower frame member M3 are connected via a hinge structure (not shown). The case where it was attached to the front frame member M1 was shown.
[0062]
Incidentally, the right frame member M4 and the left frame member M5 can of course be similarly attached to the front frame member M1 via the hinge structure, but FIG. 8A shows the case of the slide type for convenience.
Needless to say, as in the first and second embodiments, the upper frame member M2 and the lower frame member M3 can be of a slide type.
[0063]
The right frame member M4 and the left frame member M5 are provided with convex portions M41 and M51 for forming the hole 4 in the retaining wall 3.
In this embodiment, a concave receiving portion M42 and a concave receiving portion M52 are formed in a semicircular shape for gripping the drain pipe P at the tip portions of the convex portion M41 and the convex portion M51.
The front frame member M1 is formed with a hole M11 through which the drain pipe P is inserted and erected.
[0064]
Next, as a procedure for forming the drainage pipe penetration type retaining wall construction block A1, first, the drainage pipe P is inserted through the hole M11 of the front frame member M1, and the right frame member M4 and the left frame are erected. The member M5 is slid to bring the convex portion M41 and the convex portion M51 into contact with each other.
Then, the upper frame member M2 and the lower frame member M3 are erected in a state where the drainage pipe P is gripped by the concave receiving portion M42 and the concave receiving portion M52, and the frame member is assembled to form the mold M [FIG. )reference〕.
[0065]
And if concrete is poured and solidified, the block A1 for drainage pipe penetration type retaining wall construction shown in FIG. 2 can be shape | molded.
In the third embodiment, the case where the drain pipe P is formed so as to penetrate substantially the center portion of the block A1 is shown. However, as in the first and second embodiments, the drain pipe is formed. Of course, various modifications such as forming the pipe P to penetrate the block A1 at other positions and angles are possible.
[0066]
[Fourth Embodiment]
In the above-described embodiment, the box-like convex portions M21 and M31 (see FIG. 3 and the like) of the upper frame member M2 and the lower frame member M3, and the convex portions M41 and M51 of the right frame member M4 and the left frame member M5 [ A concave receiving portion for gripping the drainage pipe P was directly formed at the tip portion of FIG.
Therefore, when there is a change in the standard (hole diameter, etc.) of the drainage pipe P, or when the mounting angle is changed, the frame member itself with the concave receiving portion must be replaced, which is inconvenient. There are cases.
[0067]
In such a case, it is possible to easily replace it by adopting a structure in which only the periphery of the concave receiving portion can be attached and detached, and it is possible to appropriately cope with the above change.
Hereinafter, description will be made based on the formwork used in the manufacturing method of the so-called H-type (I-type) block shown in FIG.
[0068]
FIG. 9 is a perspective view showing a mold having a detachable structure in which the periphery of the concave receiving portion is a nesting member.
FIG. 10 is a perspective view showing various nesting members used in the mold shown in FIG. 9 (showing the nesting member N2 fixed to the left frame member).
[0069]
The mold M is formed with a front frame member M1 in which a hole M11 is formed, an upper frame member M2 and a lower frame member M3 attached to the front frame member M1 via a hinge structure, and convex portions M41 and M51. A right frame member M4 and a left frame member M5 (see FIG. 9).
In this embodiment, the convex portion M51 of the left frame member M5 is formed with a fitting portion M53 which is a recess for fittingly fixing the nested member N2 in which the semicircular concave receiving portion M52 is formed. Has been.
[0070]
Of the wall surface of the nesting member N2, when the surface on which the concave receiving portion M52 is formed is viewed as the front surface, the side surface is formed in a tapered shape, and on the back surface, for example, a nut portion for screwing a bolt ( (Not shown) is formed.
The fitting portion M53 of the left frame member M5 is formed in a tapered shape so that the telescoping member N2 is fitted.
[0071]
As shown by the arrow in FIG. 9, the telescopic member N2 is inserted into the fitting portion M53 of the left frame member M5, and is screwed and fixed from the back with a bolt.
Similarly, also in the right frame member M4, the telescopic member N1 in which the concave receiving portion M42 is formed is inserted into the fitting portion M43 formed in the convex portion M41, and is screwed and fixed with a bolt (in FIG. 9). It shows a state where it is already fitted and fixed).
[0072]
By forming in this way, it is possible to replace the nested member N1 and the nested member N2.
Further, as shown in FIG. 10, the nested member N2 (and N1) has the same shape except for the concave receiving portion M52, and the diameter of the concave receiving portion M52 is further increased [see FIG. 10 (B). ], By reducing the diameter (see FIG. 10 (C)) or changing the angle of the concave receiving portion M52 (see FIG. 10 (D)), it is possible to accurately change the specifications of the drainage pipe. It becomes possible to make it correspond.
[0073]
Incidentally, the nesting member N2 of FIG. 10 (A) is the same as the nesting member N2 shown in FIG.
In addition, by inserting and fixing the nesting members formed with the concave receiving portions M22 and M32 to the box-shaped convex portions M21 and M31 of the upper frame member M2 and the lower frame member M3 of the mold M shown in FIG. Needless to say, the so-called box-shaped block A shown in FIG. 1 can also respond appropriately to changes in the drainage pipe standards and the like, as described above.
[0074]
Although the present invention has been described above, the present invention is not limited to the embodiments, and it goes without saying that various other modifications are possible without departing from the essence thereof.
[0075]
For example, in the above-described embodiment, the so-called box-type block (see FIG. 1) and the H-type (I-type) block (see FIG. 2) have been described. Of course, it is applicable also to a manufacturing method and the formwork used for it.
In addition, the hole M11 of the front frame member M1 described in each embodiment is inserted through the drainage pipe P, and is inserted into the drainage pipe P instead of the hole M11. It is also possible to provide a protrusion capable of erecting the extraction pipe P.
[0076]
Further, in the fourth embodiment (including the case where it is applied to the mold shown in FIG. 3), the nesting member has another structure, or the right frame member M4 and the convex portion M41 of the left frame member M5 and It is also possible to use M51 itself, or the box-like convex portions M21 and M31 themselves of the upper frame member M2 and the lower frame member M3 so as to be exchanged in whole or in part (in this case, the convex portion). The whole or part of M41 or the like corresponds to the nesting member).
Furthermore, it is natural that the front frame member M1 of FIG. 3 is formed with irregularities or stones so that a pattern is exposed on the front wall surface of the retaining wall construction block A or a decorative stone is raised. Is to be done.
[0077]
【The invention's effect】
According to the manufacturing method of the block for constructing a drainage pipe penetration type retaining wall and the mold used therefor according to the present invention, the frame member of the mold securely holds the drainage pipe at a predetermined position at the stage of molding the block. Therefore, it becomes possible to accurately shape the drain pipe so as to penetrate through the front and rear of the block.
Therefore, at the time of manufacture, the drain pipe is held by the frame member of the mold, so that there is no fear of displacement until the concrete placed on the mold is solidified.
[0078]
In addition, after manufacturing as a retaining wall building block, a drain pipe is integrally embedded in the block and fixed with concrete.
Therefore, even during construction of the block retaining wall, after completion as a retaining wall, even if vibration or impact is applied, there is no worry that the drain pipe will come off and slip out, and the block can be handled easily, In addition, there is an advantage that the fixing of the drain pipe can be stably maintained.
Further, since it is not necessary to form a drain hole in the retaining wall of the block, it is not necessary to form the retaining wall thicker than necessary.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a configuration example of a water drainage pipe penetration type retaining wall construction block.
FIG. 2 is a perspective view showing another configuration example of the drainage pipe penetration type retaining wall construction block.
FIG. 3 is a perspective view showing a frame member of a mold used in the first embodiment of the present invention.
4 is a perspective view showing a state in which the drain pipe is gripped by assembling the upper frame member and the lower frame member of the mold shown in FIG. 3; FIG.
FIG. 5 is a perspective view showing a state in which each frame member of the mold shown in FIG. 3 is assembled in a state where a drain pipe is held and a mold is formed.
6 is a perspective view showing a state in which concrete is placed on the mold shown in FIG. 5 to produce a drainage pipe penetration type retaining wall construction block. FIG.
FIG. 7 is a perspective view showing a frame member of a mold used in the second embodiment of the present invention.
FIGS. 8A and 8B are perspective views showing a mold used in the third embodiment. FIG. 8A shows a state before assembly, and FIG. 8B shows a state after assembly.
FIG. 9 is a perspective view showing a mold having a detachable structure in which the periphery of the concave receiving portion is a nesting member.
10 is a perspective view showing various nesting members used in the mold shown in FIG. 9. FIG.
FIG. 11 is a perspective view showing an example of a conventional retaining wall construction block in which a drain hole penetrating the retaining wall in the front-rear direction is formed.
FIG. 12 is a perspective view showing an example of a conventional retaining wall construction block of a type in which a drain pipe is inserted into through holes in the front wall and the rear wall.
FIG. 13 is an explanatory view showing a procedure for manufacturing the retaining wall building block shown in FIG. 12;
[Explanation of symbols]
A, A1 ... Drain pipe penetration type retaining wall building block
B ... Conventional retaining wall building block
C ... Drain hole
D1, D2 ... through holes
M ... Formwork
M1 to M5 ... Frame members
M1 ... Front frame member
M11 ... hole
M2 ... Upper frame member
M21 ... Box-shaped convex part
M22 ... concave receiving part
M23: Contact surface
M3 ... Lower frame member
M31 ... Box-shaped convex part
M32 ... concave receiving part
M33: Contact surface
M4 ... Right frame member
M41 ... convex part
M42 ... concave receiving part
M43 ... insertion part
M5 ... Left frame member
M51 ... convex part
M52 ... Concave receiving part
M53 ... Insertion section
N1, N2 ... Nested member
P ... Drain pipe
1 ... Front wall
2 ... Back wall
3 ...
4 ... Hole
5 ... Right recess
6 ... Left recess
7 ... Interior space
10 ... Formwork
20-70 ... Frame member
21, 71 ... Projection

Claims (4)

複数の枠部材よりなる型枠を用いて成形する擁壁構築用ブロックの製造方法であって、水抜きパイプが貫通すべき擁壁構築用ブロックの所定位置に埋め込まれるように、複数の枠部材により水抜きパイプを把持した状態で枠部材を組み付けて型枠を形成し、その後、該型枠にコンクリートを打設し、該コンクリートを硬化させて水抜きパイプを一体に埋め込むものにおいて、
複数の枠部材が、擁壁構築用ブロックの前壁を形成するための前枠部材と、上部及び下部を形成するための上枠部材及び下枠部材と、右凹部及び左凹部を形成するための右枠部材及び左枠部材とよりなり、
前記上枠部材及び下枠部材は前記前枠部材に対してスライド可能であり、
前記水抜きパイプの外径に等しい内径の円筒状の貫通孔を形成する半円形状の凹状受け部を備えた前記上枠部材及び下枠部材により水抜きパイプを把持することを特徴とする擁壁構築用ブロックの製造方法。
A method for manufacturing a retaining wall building block that is molded using a mold made of a plurality of frame members, wherein the drainage pipe is embedded in a predetermined position of the retaining wall building block to be penetrated. In the state where the drainage pipe is held, the frame member is assembled to form the mold, and then the concrete is placed in the mold, the concrete is cured, and the drainage pipe is embedded integrally.
A plurality of frame members form a front frame member for forming the front wall of the retaining wall building block, an upper frame member and a lower frame member for forming the upper part and the lower part, and a right concave part and a left concave part The right frame member and the left frame member,
The upper frame member and the lower frame member are slidable with respect to the front frame member,
The drainage pipe is gripped by the upper frame member and the lower frame member provided with a semicircular concave receiving portion that forms a cylindrical through hole having an inner diameter equal to the outer diameter of the drainage pipe. A method for manufacturing a wall building block.
複数の枠部材よりなる型枠を用いて成形する擁壁構築用ブロックの製造方法であって、水抜きパイプが貫通すべき擁壁構築用ブロックの所定位置に埋め込まれるように、複数の枠部材により水抜きパイプを把持した状態で枠部材を組み付けて型枠を形成し、その後、該型枠にコンクリートを打設し、該コンクリートを硬化させて水抜きパイプを一体に埋め込むものにおいて、
複数の枠部材が、擁壁構築用ブロックの前壁を形成するための前枠部材と、上部及び下部を形成するための上枠部材及び下枠部材と、右凹部及び左凹部を形成するための右枠部材及び左枠部材とよりなり、
前記上枠部材及び下枠部材は前記前枠部材に対してヒンジ構造により起立可能に取り付けられており、
前記水抜きパイプの外径に等しい内径の円筒状の貫通孔を形成する半円形状の凹状受け部を備えた前記右枠部材及び左枠部材により水抜きパイプを把持することを特徴とする擁壁構築用ブロックの製造方法。
A method for manufacturing a retaining wall building block that is molded using a mold made of a plurality of frame members, wherein the drainage pipe is embedded in a predetermined position of the retaining wall building block to be penetrated. In the state where the drainage pipe is held, the frame member is assembled to form the mold, and then the concrete is placed in the mold, the concrete is cured, and the drainage pipe is embedded integrally.
A plurality of frame members form a front frame member for forming the front wall of the retaining wall building block, an upper frame member and a lower frame member for forming the upper part and the lower part, and a right concave part and a left concave part The right frame member and the left frame member,
The upper frame member and the lower frame member are attached to the front frame member so as to be able to stand up by a hinge structure,
The drainage pipe is gripped by the right frame member and the left frame member provided with a semicircular concave receiving portion that forms a cylindrical through hole having an inner diameter equal to the outer diameter of the drainage pipe. Manufacturing method of block for wall construction.
前記前枠部材は水抜きパイプを立設する穴が設けられていることを特徴とする、請求項1又は2記載の擁壁構築用ブロックの製造方法。  The method for manufacturing a retaining wall building block according to claim 1 or 2, wherein the front frame member is provided with a hole for standing a drain pipe. 前記凹状受け部が前記右枠部材及び左枠部材に着脱可能な入れ子部材に形成され、該入れ子部材により大きさの異なった水抜きパイプを選択的に交換できることを特徴とする、請求項2記載の擁壁構築用ブロックの製造方法。  3. The concave receiving portion is formed in a nesting member that can be attached to and detached from the right frame member and the left frame member, and drain pipes having different sizes can be selectively replaced by the nesting member. Of manufacturing a retaining wall building block.
JP2003123995A 2003-04-28 2003-04-28 Manufacturing method of block for building drainage pipe penetration type retaining wall Expired - Lifetime JP4151956B2 (en)

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