JP2004204566A - Block for constructing retaining wall and retaining wall construction structure - Google Patents

Block for constructing retaining wall and retaining wall construction structure Download PDF

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Publication number
JP2004204566A
JP2004204566A JP2002375410A JP2002375410A JP2004204566A JP 2004204566 A JP2004204566 A JP 2004204566A JP 2002375410 A JP2002375410 A JP 2002375410A JP 2002375410 A JP2002375410 A JP 2002375410A JP 2004204566 A JP2004204566 A JP 2004204566A
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Japan
Prior art keywords
retaining wall
depth
block
dimension
retaining
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JP2002375410A
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Japanese (ja)
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JP3691037B2 (en
Inventor
Kazuya Kawasaki
和也 川▲崎▼
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KYOWAGUMI KK
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KYOWAGUMI KK
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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)
  • Revetment (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide blocks for constructing a retaining wall highly suitable for shortening of the construction period of time and its retaining wall construction structure which is adaptable for high productivity in a factory and saves labor of the construction works at a construction site. <P>SOLUTION: A front wall 2 spreading laterally and vertically with the breadthwise dimension W and the vertical dimension H and a pair of buttresses 3, 3 with depth D extending outward with a specified distance in the breadthwise direction of the front wall are integrally molded to form the block 1 for constructing the retaining wall. A depth additional buttress member for additionally constructing in the depth direction or a rear wall member for closing the rear opening side of the pair of buttresses is connected in the depth direction or respective spaces of blocks adjacent breadthwise to each other are connected to each other, Connecting means 4 for these connections are provided. Grooves 5 receiving shelf-boards slanting forward and downward to the front wall side are formed at the mutually opposite faces of the pair of buttresses. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
この発明は、例えば、河川等の護岸工事、道路沿いの崖崩れ防止工事あるいは宅地造成の土留め工事における擁壁の形成に用いる擁壁構築用ブロックに係るものであり、特に、工場生産され、施工現場において左右に並べかつ上方に積み重ねることによって、上記擁壁を構築するようにした擁壁構築用ブロック並びにその擁壁構築構造に関するものである。
【0002】
【従来の技術】
周知のように、河川等を護岸するべく擁壁を形成する場合、道路沿いの崖崩れを防止するべく擁壁を形成する場合、あるいは宅地造成時に土留めをするべく擁壁を形成する場合には、コンクリート製の擁壁構築用ブロックが用いられている。この擁壁構築用のコンクリートブロックは、通常、工場で生産され、施工現場において、当該ブロック製品を左右方向に並べかつ上方に積み重ねることによって擁壁形成を行うものである。
【0003】
従来、上記するようにして用いられている擁壁構築用ブロックは、例えば、特開平8−189047号公開特許公報、あるいは実用新案登録第3069079号登録実用新案公報に開示されているように、前壁と控え壁とが分離していて、これを適宜連結してワンブロックとする連結組立式構造のものであり、且つ、各ワンブロックがそれぞれ一段式の構成のものであって、擁壁の施工作業が煩雑であり、工期が長期化するという等の問題点を有していた。
【0004】
【特許文献1】
特開平8−189047号公報(図7)
【特許文献2】
登録実用新案第3069079号公報(図5)
【0005】
【発明が解決しようとする課題】
そこで、この発明は、上記するような従来技術にみられる上記する問題点を解決するべくなしたものであり、特に、工場における高生産化に適合し、施工現場サイドにおける施工作業の省力化を図り、もって施工工期の短縮化に高く適合する擁壁構築用ブロック並びにその擁壁構築構造を提供することにある。
【0006】
【課題を解決するための手段】
この発明は、上記の目的を達成するものであり、具体的には、幅方向の寸法W、高さ方向の寸法Hで左右上下に拡がる前壁と、前記前壁の背後に、該前壁の幅方向に所定の間隔を隔てて外方に向けてのびる奥行寸法Dの一対の控え壁とを一体的に型成形してなる擁壁構築用ブロックであって、前記一対の控え壁に、該控え壁を奥行方向に追加増設するための奥行増設控え壁部材あるいは前記一対の控え壁の後方開放側を閉じるための後壁部材を奥行方向に連結し、あるいは幅方向に隣接する各ブロック間を幅方向に連結するための連結手段を備え、前記一対の控え壁の向かい合った面に、前記前壁側に向けて前方下がりに傾斜する棚板受け溝を設けてなる擁壁構築用ブロックを構成するものである。
【0007】
さらに、この発明は、前記擁壁構築用ブロックにおける高さ方向の寸法Hが、一段当たりの高さ寸法hにより構成され、高さ寸法H=hの一段型擁壁構築用ブロック、積み上げ方向二段分を一体的に成形してなる高さ寸法H=2hの二段一体型擁壁構築用ブロック、積み上げ方向三段分を一体的に成形してなる高さ寸法H=3hの三段一体型擁壁構築用ブロックを含むものからなる擁壁構築用ブロックを構成するものである。
【0008】
さらにまた、この発明は、前記奥行増設控え壁部材の奥行長さ寸法DL が、前記擁壁構築用ブロックにおける一対の控え壁の奥行寸法Dに相当する寸法でなるS型の奥行増設控え壁部材と、前記擁壁構築用ブロックにおける一対の控え壁の奥行寸法Dの倍寸法に相当する寸法でなるL型の奥行増設控え壁部材とを含むものからなる擁壁構築用ブロックを構成するものである。
【0009】
さらにまた、この発明は、幅方向の寸法W、高さ方向の寸法Hで左右上下に拡がる前壁と、前記前壁の背後に、該前壁の幅方向に所定の間隔を隔てて外方に向けてのびる奥行寸法Dの一対の控え壁とを一体的に型成形してなる擁壁構築用ブロックを基準構成部材とし、前記擁壁構築用ブロックに対して、L型の奥行増設控え壁部材を組み合わせてなる下層側擁壁構造部と、前記擁壁構築用ブロックに対して、S型の奥行増設控え壁部材を組み合わせてなる中間擁壁構造部と、前記擁壁構築用ブロックによる上層側擁壁構造部とを含むものからなる擁壁構築構造を構成するものでもある。
【0010】
【発明の実施の形態】
以下、この発明になる擁壁構築用ブロック並びにその擁壁構築構造について、添付図面に示す具体的な実施例に基づいて詳細に説明する。
【0011】
図1は、この発明になる擁壁構築ブロックであって、積み上げ方向三段分を一体的に成形してなる三段一体型擁壁構築ブロックの具体的な実施例を示す概略的な斜視図であり、図2は、図1に示す三段一体型擁壁構築ブロックを示すものであって、図2Aは、その概略的な正面図、図2Bは、その概略的な平面図、図2Cは、その概略的な右側面図、図2Dは、図2Aにおける2D−2D線に沿って矢示方向にみた概略的な2D−2D線断面図である。
【0012】
一方、図3は、この発明になる擁壁構築ブロックであって、積み上げ方向二段分を一体的に成形してなる二段一体型擁壁構築ブロックの具体的な実施例を示す概略的な斜視図であり、図4は、この発明になる擁壁構築ブロックであって、一段型擁壁構築ブロックの具体的な実施例を示すとともに、当該一段型擁壁構築ブロックに対して、棚板部材と、一対の奥行増設控え壁構成部材と、後壁構成部材との組み合わせの態様例を示すものであって、当該各部材を組み合わせ方向に分離して示す概略的な斜視図である。
【0013】
図5は、この発明になる擁壁構築ブロックに対して、一対の奥行増設控え壁構成部材を連結し、幅方向に隣接する二つの擁壁構築ブロックを連結施工した状態を平面視方向に断面にして示す概略的な断面図であり、図6は、この発明の一実施例にあって、当該擁壁構築ブロックにおける控え壁の奥行寸法を追加増設するための奥行増設控え壁部材の具体的な実施例を示すものであって、図6Aは、奥行方向の寸法が短いS型の奥行増設控え壁部材の概略的な一側面図、図6Bは、図6Aにおける6B−6B線に沿って矢示方向にみた概略的な6B−6B線断面図、図6Cは、奥行方向の寸法が長いL型の奥行増設控え壁部材の概略的な一側面図、図6Dは、図6Cにおける6D−6D線に沿って矢示方向にみた概略的な6D−6D線断面図である。
【0014】
次いで、図7は、この発明になる擁壁構築ブロックによる擁壁構築構造の一実施例を示すものであって、図1に示す三段一体型擁壁構築ブロックを用いて、これにS型の奥行増設控え壁部材およびL型の奥行増設控え壁部材を組み合わせた一施工例を示す概略的な斜視図である。
【0015】
さらにまた、図8は、この発明になる擁壁構築ブロックを用いた別の施工例を示すものであって、図8Aは、一部を傾斜状に形成した基礎の上に特別部材を介在して当該擁壁構築ブロックを構築する施工例を示す概略的な一側面図であり、図8Bは、擁壁構築ブロックと後壁部材とを組み合わせた一例を示す概略的な一側面図であり、図8Cは、図8Bに示す構成例を前壁側が階段状になるように積み上げて、各段部に植物植生部を構成した例を示す概略的な一側面図である。
【0016】
以下、この発明になる擁壁構築用ブロック及び擁壁構築構造の具体的な構成例について詳細に説明する。この発明になる擁壁構築用ブロック1は、例えば、図1〜図6に示すように、基本的には、幅方向の寸法W、高さ方向の寸法Hで左右上下に拡がる前壁2と、前記前壁2の背後に、該前壁2の幅方向に所定の間隔を隔てて外方に向けてのびる奥行寸法Dの一対の控え壁3、3とを一体的に型成形したものからなっている。
【0017】
当該擁壁構築用ブロック1における前記一対の控え壁3、3は、この控え壁を奥行方向に追加増設するための後述する奥行増設控え壁部材31あるいは前記一対の控え壁3、3の後方開放側を閉じるための後壁部材41を奥行方向に連結し、あるいは幅方向に隣接する各ブロック間を幅方向に連結するための連結手段4を備え、前記一対の控え壁3、3の向かい合った面に、後述する棚板21を前記前壁2側に向けて前方下がりに傾斜するように受け入れて支持する棚板受け溝5、5を設けたものからなっている。
【0018】
この発明になる擁壁構築用ブロック1における前記連結手段4は、図5において詳細に示すように、前記前壁2と前記一対の控え壁3、3に渡って延びる金属製のフラットバー6によって構成されている。前記擁壁構築用ブロック1における一対の控え壁3、3の外側面3a、3aには、高さ方向にのびる第1および第2の凹部7、8が設けてあり、前記フラットバー6は、前記第1および第2の凹部7、8において外部に露出する第1および第2の露出部9、10を有していて、その他の部分において前記前壁2と前記一対の控え壁3、3の内部に埋め込まれている。
【0019】
前記フラットバー6における第1の露出部9には、図5において詳細に示すようなカンザキ筋12を挿通するためのアイボルト11を取り付けるためのアイボルト取り付け孔13が設けてあり、前記アイボルト11、11およびカンザキ筋12によって、左右に隣接する擁壁構築用ブロック1、1間の前壁側を相互に連結することができるようになっている。
【0020】
一方、前記フラットバー6における第2の露出部10には、後述する奥行増設控え壁部材31あるいは後壁部材41を奥行方向に連結するための連結ボルト14を挿通するための連結ボルト挿通孔15が設けてあり、前記連結ボルト14によって、奥行増設控え壁部材31あるいは後壁部材41を奥行方向に連結し、且つ前記左右に隣接する擁壁構築用ブロック1、1間の後端部側を相互に連結することができるようになっている。
【0021】
この発明になる擁壁構築用ブロック1において、当該ブロック1における高さ方向の寸法Hは、一段当たりの高さ寸法hにより構成されており、図4に示すような高さ寸法H=hの一段型擁壁構築用ブロック1A、図3に示すような積み上げ方向二段分を一体的に成形してなる高さ寸法H=2hの二段一体型擁壁構築用ブロック1B、図1および図2に示すような積み上げ方向三段分を一体的に成形してなる高さ寸法H=3hの三段一体型擁壁構築用ブロック1Cを含むものからなっている。前記二段一体型擁壁構築用ブロック1Bおよび前記三段一体型擁壁構築用ブロック1Cは、この発明において特に有効である。
【0022】
さらに、この発明では、上記する構成になる擁壁構築用ブロック1に対して、前記一対の控え壁3、3の奥行寸法Dを追加増設するための奥行増設控え壁部材31を構成要素として含むものでもある。前記奥行増設控え壁部材31は、図6Aおよび図6Bに示すもののように、例えば、奥行長さ寸法DL が、前記擁壁構築用ブロック1における一対の控え壁3,3の奥行寸法Dに相当する寸法でなるS型の奥行増設控え壁部材31Aと、図6Cおよび図6Dに示すもののように、例えば、奥行長さ寸法DL が、前記擁壁構築用ブロック1における一対の控え壁3、3の奥行寸法Dの倍寸法に相当する寸法でなるL型の奥行増設控え壁部材31Bとを含むものからなっている。
【0023】
前記奥行増設控え壁部材31は、図6各図に示すように、増設時に互いに向かい合う面側に対して、後述する棚板21を前壁2側に向けて前方下がりに傾斜するように受け入れて支持する棚板受け溝32、32を備えており、増設時に互いに背反する外面側に一部が露出するように埋設したフラットバー33を備えたものからなっている。前記フラットバー33には、前記連結ボルト14を挿通するための連結ボルト挿通孔34、35が設けてあり、前記連結ボルト挿通孔34側において、前記連結ボルト14によって、前記擁壁構築用ブロック1における控え壁3、3の端末側に増設連結することができるようになっており、前記連結ボルト挿通孔35側において、後述する後壁部材41をその奥行方向に連結することができるようになっている。
【0024】
さらにまた、この発明では、上記する構成になる擁壁構築用ブロック1に対し、当該擁壁構築用ブロック1における前記一対の控え壁3、3、あるいはこれに追加増設される奥行増設控え壁部材31の端末側に取り付けられる後壁部材41を構成要素として含むものでもある。前記後壁部材41は、例えば、図4に示すもののように、後壁42と一対の連結用補助控え壁43、43を有している。前記後壁部材41における後壁42は、水平線に対してθ°の角度に成形されているものからなっている。前記後壁42の角度θは、例えば、θ=45°、θ=60°あるいはθ=90°程度のものとして成形される。このように、後壁部材41における後壁42を傾斜形成することによって、施工部位の土圧環境における土圧の低減を図ることができる。
【0025】
前記後壁部材41における後壁42および一対の連結用補助控え壁43、43に渡って、一部が外部に露出するようにフラットバー44が埋設されており、前記フラットバー44には、前記連結ボルト14を挿通するための連結ボルト挿通孔45が設けてあり、前記連結ボルト挿通孔45において、前記連結ボルト14によって、前記擁壁構築用ブロック1における控え壁3、3の端末側、あるいはこれに増設連結される奥行増設控え壁部材31の端末側に固定連結することができるようになっている。
【0026】
一方、この発明になる擁壁構築用ブロック1を用いてなる擁壁構築構造の具体的な構成例について、図7および図8にもとづいて詳細に説明する。まず、この発明になる擁壁構築構造の一例によれば、図7に示すように、幅方向の寸法Hで左右上下に拡がる前壁2と、前記前壁2の背後に、該前壁2の幅方向に所定の間隔を隔てて外方に向けてのびる奥行寸法Dの一対の控え壁3、3とを一体的に型成形してなる擁壁構築用ブロック1を基準構成部材とし、前記擁壁構築用ブロック1に対して、L型の奥行増設控え壁部材31Bを組み合わせてなる下層側擁壁構造部51と、前記擁壁構築用ブロック1に対して、S型の奥行増設控え壁部材31Aを組み合わせてなる中間擁壁構造部52と、前記擁壁構築用ブロックによる上層側擁壁構造部53とを含むものによって構成される。
【0027】
さらに、この発明になる擁壁構築用ブロック1を用いてなる擁壁構築構造の具体的な構成例によれば、構造力学上の観点から、図8Aに示すような傾斜部62を備えた基礎部材61上に構築することが好ましい。この場合、前記基礎部材61における傾斜部62の上には、該傾斜部62に対応する特別部材63を配設し、その上に当該擁壁構築用ブロック1を構築していく施工方法が採られる。
【0028】
さらにまた、この発明になる擁壁構築用ブロック1を用いてなる擁壁構築構造の具体的な構成例として、図8Bに示すように、当該擁壁構築用ブロック1と後壁部材41とを組み合わせたブロックユニットBUを構成し、このブロックユニットBUを前壁側が階段状になるように積み上げて、各段部に植物植生部64を形成するように構成することもできる。
【0029】
上記する植物植生部64の形成に関しては、例えば、図7に示す施工例のように各ブロックの表面側を面一に施工するのに対して、各ブロックの裏面側を面一に施工することによって、施工表面側に各層毎に階段状の植物植生部を形成することができる。
【0030】
さらに、図8Cに示すように、前記後壁部材41における後壁側を各段毎に、傾斜面が面一になるように施工しようとする場合には、前記擁壁構築用ブロックと後壁部材との間にスペーサとしての特殊部材を介在して施工することも一構成要件として必要なものである。
【0031】
さらに、この発明では、当該擁壁構築用ブロック1によって、水質浄化のための擁壁を構築する場合にあっては、前記各擁壁構築用ブロック1における前壁2、一対の控え壁3、3並びに棚板21とによって形成される空間部65に、砕石、栗石に加えて、あるいはこれらに代えて、水質浄化を目的とする炭、ゼオライトなどの構成材を目的に応じて充填して構成することもできる。図において、参照符号66は、水抜きスリットを示すものであり、参照符号67は、当該擁壁構築用ブロック1を積み上げていく際に、位置決めするための位置決めピン取り付け孔を示すものである。
【0032】
一方、図5において、参照符号68は、当該擁壁構築用ブロック1の積み上げ方向にのびるように配設した鉄筋であり、参照符号69は、施工時に充填するコンクリートを示すものである。さらにまた、図2Dにおいて、参照符号70は、型枠止め連結部材の挿通孔であり、図5に示すように、隣接する各擁壁構築用ブロック1、1間にコンクリートを打設する際に型枠止めの機能をはたす目的において用いられるものである。
【0033】
【発明の効果】
以上の構成になる、この発明の擁壁構築用ブロック並びにその擁壁構築構造によれば、工場における高生産化に適合し、施工現場サイドにおける施工作業の省力化を図り、もって施工工期の短縮化に高く適合する点において極めて有効に作用するものといえる。
【図面の簡単な説明】
【図1】図1は、この発明になる擁壁構築ブロックであって、積み上げ方向三段分を一体的に成形してなる三段一体型擁壁構築ブロックの具体的な実施例を示す概略的な斜視図である。
【図2】図2は、図1に示す三段一体型擁壁構築ブロックを示すものであり、図2Aは、その概略的な正面図、図2Bは、その概略的な平面図、図2Cは、その概略的な右側面図、図2Dは、図2Aにおける2D−2D線に沿って矢示方向にみた概略的な2D−2D線断面図である。
【図3】図3は、この発明になる擁壁構築ブロックであって、積み上げ方向二段分を一体的に成形してなる二段一体型擁壁構築ブロックの具体的な実施例を示す概略的な斜視図である。
【図4】図4は、この発明になる擁壁構築ブロックであって、一段型擁壁構築ブロックの具体的な実施例を示すとともに、当該一段型擁壁構築ブロックに対して、棚板部材と、一対の奥行増設控え壁構成部材と、後壁構成部材との組み合わせの態様例を示すものであって、当該各部材を組み合わせ方向に分離して示す概略的な斜視図である。
【図5】図5は、この発明になる擁壁構築ブロックに対して、一対の奥行増設控え壁構成部材を連結し、幅方向に隣接する二つの擁壁構築ブロックを連結施工した状態を平面視方向に断面にして示す概略的な断面図である。
【図6】図6は、この発明の一実施例にあって、当該擁壁構築ブロックにおける控え壁の奥行寸法を追加増設するための奥行増設控え壁部材の具体的な実施例を示すものであって、図6Aは、奥行方向の寸法が短いS型の奥行増設控え壁部材の概略的な一側面図、図6Bは、図6Aにおける6B−6B線に沿って矢示方向にみた概略的な6B−6B線断面図、図6Cは、奥行方向の寸法が長いL型の奥行増設控え壁部材の概略的な一側面図、図6Dは、図6Cにおける6D−6D線に沿って矢示方向にみた概略的な6D−6D線断面図である。
【図7】図7は、この発明になる擁壁構築ブロックによる擁壁構築構造の一実施例を示すものであって、図1に示す三段一体型擁壁構築ブロックを用いて、これにS型の奥行増設控え壁部材およびL型の奥行増設控え壁部材を組み合わせた一施工例を示す概略的な斜視図である。
【図8】図8は、この発明になる擁壁構築ブロックを用いた別の施工例を示すものであって、図8Aは、一部を傾斜状に形成した基礎の上に特別部材を介在して当該擁壁構築ブロックを構築する施工例を示す概略的な一側面図であり、図8Bは、当該擁壁構築ブロックと後壁部材とを組み合わせた一例を示す概略的な一側面図であり、図8Cは、図8Bに示す構成例を前壁側が階段状になるように積み上げて、各段部に植物植生部を構成した例を示す概略的な一側面図である。
【符号の説明】
1 擁壁構築用ブロック
1A 一段型擁壁構築用ブロック
1B 二段一体型擁壁構築用ブロック
1C 三段一体型擁壁構築用ブロック
2 前壁
3 控え壁
4 連結手段
31 奥行増設控え壁部材
31A S型の奥行増設控え壁部材
31B L型の奥行増設控え壁部材
41 後壁部材
5 棚板受け溝
21 棚板
6 フラットバー
7 第1の凹部
8 第2の凹部
9 第1の露出部
10 第2の露出部
11 アイボルト
12 カンザキ筋
13 アイボルト取り付け孔
14 連結ボルト
15 連結ボルト挿通孔
42 後壁
43 連結用補助控え壁
51 下層側擁壁構造部
52 中間擁壁構造部
53 上層側擁壁構造部
61 基礎部材
63 特別部材
64 植物植生部
65 空間部
66 水抜きスリット
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to, for example, a retaining wall construction block used for forming a retaining wall in revetment work for a river or the like, cliff prevention work along a road or earth retaining work for building a residential area, and in particular, it is produced in a factory, TECHNICAL FIELD The present invention relates to a retaining wall construction block and a retaining wall construction structure in which the retaining wall is constructed by arranging the retaining wall on the left and right sides at a construction site to build up the retaining wall.
[0002]
[Prior art]
As is well known, when a retaining wall is formed to revet rivers, etc., when a retaining wall is formed to prevent cliffs along roads, or when a retaining wall is formed to hold earth when building residential land. In this case, a concrete retaining wall construction block is used. The concrete block for constructing the retaining wall is usually produced in a factory, and the retaining wall is formed at the construction site by arranging the block products in the left-right direction and stacking them upward.
[0003]
Conventionally, the retaining wall building block used as described above is disclosed in, for example, Japanese Patent Application Laid-Open No. Hei 8-18947 or Utility Model Registration No. 3069079. The wall and the retaining wall are separated from each other and are connected and assembled to form a single block by appropriately connecting them, and each one block has a one-stage structure, and the retaining wall has The construction work is complicated and the construction period is prolonged.
[0004]
[Patent Document 1]
JP-A-8-189047 (FIG. 7)
[Patent Document 2]
Registered Utility Model No. 3069079 (FIG. 5)
[0005]
[Problems to be solved by the invention]
Therefore, the present invention has been made to solve the above-mentioned problems found in the above-described conventional technology, and in particular, is adapted to high production in a factory and saves labor of construction work on a construction site side. Accordingly, an object of the present invention is to provide a retaining wall construction block and a retaining wall construction structure which are highly suitable for shortening the construction period.
[0006]
[Means for Solving the Problems]
The present invention achieves the above object. Specifically, the present invention has a front wall extending horizontally and horizontally with a dimension W in a width direction and a dimension H in a height direction, and the front wall behind the front wall. A retaining wall construction block obtained by integrally molding a pair of retaining walls having a depth dimension D extending outward at predetermined intervals in the width direction of the retaining wall, wherein the pair of retaining walls include: A depth extension stay wall member for additionally adding the stay wall in the depth direction or a rear wall member for closing the rear open side of the pair of stay walls is connected in the depth direction, or between each block adjacent in the width direction. A connecting means for connecting in a width direction, a retaining wall construction block provided with a shelf receiving groove which is inclined forward and downward toward the front wall side on opposite surfaces of the pair of buttress walls. Make up.
[0007]
Further, in the present invention, the dimension H in the height direction in the retaining wall construction block is constituted by a height dimension h per one step, and the height dimension H = h is a one-stage retaining wall construction block, and the stacking direction is two. A two-stage integrated retaining wall construction block having a height H = 2h formed integrally with a step, a three-stage one having a height H = 3h formed integrally with three stages in a stacking direction. This constitutes a retaining wall construction block including a body type retaining wall construction block.
[0008]
Furthermore, the present invention is characterized in that the depth depth length D L of additional buttresses member, the wall ahead S type depth expansion of made in dimension corresponding to the depth D of the pair of buttress in the retaining wall building blocks What constitutes a retaining wall construction block comprising a member and an L-shaped depth extension buttress wall member having a dimension corresponding to a double dimension of the depth dimension D of a pair of retaining walls in the retaining wall construction block. It is.
[0009]
Furthermore, the present invention provides a front wall extending in the width direction W and a height dimension H in the left and right and up and down directions, and behind the front wall, a predetermined distance in the width direction of the front wall. A retaining wall construction block obtained by integrally molding a pair of retaining walls having a depth dimension D extending toward the base member is used as a reference component, and an L-shaped depth extension retaining wall is provided with respect to the retaining wall construction block. A lower-side retaining wall structure portion formed by combining members, an intermediate retaining wall structure portion formed by combining an S-shaped depth extension buttress member with respect to the retaining wall building block, and an upper layer formed by the retaining wall building block. This also constitutes a retaining wall construction structure including a side retaining wall structure.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a retaining wall construction block and a retaining wall construction structure according to the present invention will be described in detail based on specific embodiments shown in the accompanying drawings.
[0011]
FIG. 1 is a schematic perspective view showing a concrete example of a three-stage integrated retaining wall building block which is a retaining wall building block according to the present invention and is formed by integrally molding three stages in a stacking direction. 2 shows the three-stage integrated retaining wall building block shown in FIG. 1, wherein FIG. 2A is a schematic front view thereof, FIG. 2B is a schematic plan view thereof, and FIG. 2C. Fig. 2D is a schematic right side view, and Fig. 2D is a schematic 2D-2D line sectional view taken along the line 2D-2D in Fig. 2A in the direction indicated by the arrow.
[0012]
On the other hand, FIG. 3 is a schematic view showing a concrete embodiment of a two-stage integrated retaining wall building block according to the present invention, which is a retaining wall building block according to the present invention, in which two stages in the stacking direction are integrally formed. FIG. 4 is a perspective view, and FIG. 4 shows a concrete example of a one-stage retaining wall construction block, which is a retaining wall construction block according to the present invention. It is a schematic perspective view showing an example of a mode of combination of a member, a pair of additional depth retaining wall constituent members, and a rear wall constituent member, and shows the members separated in the combination direction.
[0013]
FIG. 5 is a cross-sectional plan view of a retaining wall building block according to the present invention in which a pair of depth extension buttressing wall components are connected and two adjacent retaining wall building blocks in the width direction are connected and constructed. FIG. 6 is a schematic cross-sectional view showing an embodiment of the present invention. FIG. 6 shows a concrete example of a depth extension retaining wall member for additionally increasing the depth dimension of a retaining wall in the retaining wall building block according to the embodiment of the present invention. 6A is a schematic side view of an S-shaped depth extension buttress member having a short dimension in the depth direction, and FIG. 6B is a view taken along line 6B-6B in FIG. 6A. 6C is a schematic cross-sectional view taken along the line 6B-6B viewed in the direction of the arrow, FIG. 6C is a schematic side view of an L-shaped depth extension buttress member having a long dimension in the depth direction, and FIG. FIG. 6 is a schematic cross-sectional view taken along line 6D-6D taken in the direction indicated by the arrow. That.
[0014]
Next, FIG. 7 shows an embodiment of a retaining wall construction structure using a retaining wall construction block according to the present invention. The three-stage integrated retaining wall construction block shown in FIG. It is a schematic perspective view which shows an example of construction which combined the depth addition stay wall member of (a) and the L-shaped depth addition stay wall member.
[0015]
FIG. 8 shows another construction example using the retaining wall building block according to the present invention. FIG. 8A shows a construction in which a special member is interposed on a partly inclined base. FIG. 8B is a schematic side view showing an example in which the retaining wall building block is constructed, and FIG. 8B is a schematic side view showing an example in which a retaining wall building block and a rear wall member are combined; FIG. 8C is a schematic side view showing an example in which the configuration example shown in FIG. 8B is stacked such that the front wall side is stepped, and a plant vegetation section is formed in each step.
[0016]
Hereinafter, a specific configuration example of the retaining wall construction block and the retaining wall construction structure according to the present invention will be described in detail. The retaining wall construction block 1 according to the present invention basically includes, as shown in FIGS. 1 to 6, a front wall 2 which basically expands in the left-right and up-down directions with a dimension W in a width direction and a dimension H in a height direction. Behind the front wall 2, a pair of retaining walls 3, 3 having a depth dimension D extending outward at predetermined intervals in the width direction of the front wall 2 are integrally molded. Has become.
[0017]
The pair of retaining walls 3 in the retaining wall construction block 1 are provided with a depth extension retaining wall member 31 or a rear opening of the pair of retaining walls 3, which will be described later, for additionally adding the retaining wall in the depth direction. A connecting means 4 for connecting the rear wall member 41 for closing the side in the depth direction or connecting between the blocks adjacent in the width direction in the width direction is provided, and the pair of buttress walls 3, 3 are opposed to each other. A shelf plate receiving groove 5 is provided on the surface for receiving and supporting a shelf plate 21 described later so as to be inclined downward and forward toward the front wall 2 side.
[0018]
The connecting means 4 in the retaining wall building block 1 according to the present invention is, as shown in detail in FIG. 5, a metal flat bar 6 extending over the front wall 2 and the pair of retaining walls 3,3. It is configured. The outer surfaces 3a, 3a of the pair of retaining walls 3, 3 in the retaining wall building block 1 are provided with first and second concave portions 7, 8 extending in the height direction, and the flat bar 6, The first and second concave portions 7 and 8 have first and second exposed portions 9 and 10 that are exposed to the outside, and the other portions include the front wall 2 and the pair of retaining walls 3 and 3. Embedded inside.
[0019]
The first exposed portion 9 of the flat bar 6 is provided with an eyebolt mounting hole 13 for mounting an eyebolt 11 for inserting a kanzaki bar 12 as shown in detail in FIG. The kanzaki streaks 12 allow the front wall side between the left and right adjacent retaining wall building blocks 1 and 1 to be connected to each other.
[0020]
On the other hand, the second exposed portion 10 of the flat bar 6 has a connecting bolt insertion hole 15 through which a connecting bolt 14 for connecting a depth extension retaining wall member 31 or a rear wall member 41 described later in the depth direction is inserted. The connecting bolts 14 connect the additional depth retaining wall member 31 or the rear wall member 41 in the depth direction, and the rear end side between the retaining wall construction blocks 1 and 1 adjacent to the left and right sides. They can be interconnected.
[0021]
In the retaining wall construction block 1 according to the present invention, the dimension H in the height direction of the block 1 is constituted by a height dimension h per one step, and the height dimension H = h as shown in FIG. One-stage retaining wall construction block 1A, a two-stage integrated retaining wall construction block 1B having a height dimension H = 2h formed by integrally molding two stages in the stacking direction as shown in FIG. 3, FIG. 1 and FIG. As shown in FIG. 2, a three-stage integrated retaining wall building block 1C having a height dimension H = 3h formed by integrally molding three stages in the stacking direction. The two-stage integrated retaining wall construction block 1B and the three-stage integrated retaining wall construction block 1C are particularly effective in the present invention.
[0022]
Further, in the present invention, the retaining wall construction block 1 having the above-described configuration includes, as a component, a depth extension retaining wall member 31 for additionally increasing the depth dimension D of the pair of retaining walls 3, 3. It is also a thing. The depth extension buttress member 31, such as that shown in FIGS. 6A and 6B, for example, the depth length D L is, the depth D of the pair of buttress 3,3 in the retaining wall building blocks 1 and depth expansion buttress member 31A of S-type formed of a size corresponding to, such as those shown in FIGS. 6C and FIG. 6D, for example, the depth length D L is, the retaining wall construction a pair of buttress in the block 1 3 3 and an L-shaped depth extension retaining wall member 31B having a size corresponding to twice the depth dimension D of 3.
[0023]
As shown in each of FIGS. 6A and 6B, the depth extension buttress wall member 31 receives a shelf board 21 described later so as to be inclined forward and downward toward the front wall 2 side with respect to surfaces facing each other at the time of extension. It is provided with shelf plate receiving grooves 32, 32 for supporting, and is provided with a flat bar 33 buried so that a part thereof is exposed on the outer surface side opposite to each other at the time of expansion. The flat bar 33 is provided with connection bolt insertion holes 34 and 35 for inserting the connection bolts 14. On the connection bolt insertion hole 34 side, the connection bolts 14 allow the retaining wall building block 1 to be inserted. The rear wall member 41, which will be described later, can be connected in the depth direction on the connection bolt insertion hole 35 side. ing.
[0024]
Furthermore, in the present invention, the pair of retaining walls 3, 3 in the retaining wall construction block 1 or the additional depth retaining wall member additionally added to the retaining wall construction block 1 having the above-described configuration. The rear wall member 41 attached to the terminal side of the terminal 31 is also included as a component. The rear wall member 41 has, for example, as shown in FIG. 4, a rear wall 42 and a pair of connecting auxiliary stay walls 43, 43. The rear wall 42 of the rear wall member 41 is formed at an angle of θ ° with respect to a horizontal line. The angle θ of the rear wall 42 is formed, for example, as approximately θ = 45 °, θ = 60 °, or θ = 90 °. In this way, by forming the rear wall 42 of the rear wall member 41 at an angle, it is possible to reduce the earth pressure in the earth pressure environment of the construction site.
[0025]
A flat bar 44 is embedded in the rear wall member 41 so as to be partially exposed to the outside over the rear wall 42 and the pair of auxiliary connecting butter walls 43, 43. A connection bolt insertion hole 45 for inserting the connection bolt 14 is provided. In the connection bolt insertion hole 45, the connection bolt 14 is used to connect the terminal side of the retaining walls 3, 3 in the retaining wall building block 1, or It can be fixedly connected to the terminal side of the additional depth retaining wall member 31 that is additionally connected.
[0026]
On the other hand, a specific configuration example of the retaining wall construction structure using the retaining wall construction block 1 according to the present invention will be described in detail with reference to FIGS. 7 and 8. First, according to an example of the retaining wall construction structure according to the present invention, as shown in FIG. 7, a front wall 2 extending in the width direction H and extending left, right, up and down, and the front wall 2 behind the front wall 2. A retaining wall construction block 1 obtained by integrally molding a pair of buttress walls 3, 3 having a depth dimension D extending outward at a predetermined interval in the width direction of the retaining wall is used as a reference component. A lower-layer retaining wall structure 51 formed by combining an L-shaped depth extension retaining wall member 31B with the retaining wall construction block 1 and an S-shaped depth extension retaining wall with respect to the retaining wall construction block 1. An intermediate retaining wall structure 52 formed by combining the members 31A and an upper retaining wall structure 53 formed of the retaining wall building block are provided.
[0027]
Further, according to a specific configuration example of the retaining wall construction structure using the retaining wall construction block 1 according to the present invention, from the viewpoint of structural mechanics, a foundation having an inclined portion 62 as shown in FIG. 8A. It is preferable to construct on the member 61. In this case, a construction method is adopted in which a special member 63 corresponding to the inclined portion 62 is disposed on the inclined portion 62 of the base member 61, and the retaining wall construction block 1 is constructed thereon. Can be
[0028]
Furthermore, as a specific configuration example of the retaining wall construction structure using the retaining wall construction block 1 according to the present invention, as shown in FIG. 8B, the retaining wall construction block 1 and the rear wall member 41 are combined. A combined block unit BU may be formed, and the block unit BU may be stacked such that the front wall side is stepped, so that the plant vegetation 64 is formed at each step.
[0029]
Regarding the formation of the above-mentioned plant vegetation 64, for example, the front side of each block is flushed as in the construction example shown in FIG. 7, whereas the back side of each block is flushed. Thereby, a step-like plant vegetation portion can be formed for each layer on the construction surface side.
[0030]
Further, as shown in FIG. 8C, when the rear wall side of the rear wall member 41 is to be constructed such that the inclined surface is level with each step, the retaining wall construction block and the rear wall Interposing a special member as a spacer between the member and the member is also necessary as one component.
[0031]
Further, in the present invention, when a retaining wall for purifying water quality is constructed by the retaining wall construction block 1, a front wall 2, a pair of butting walls 3, in each of the retaining wall construction blocks 1, 3 and the space portion 65 formed by the shelf 21 is filled with a constituent material such as charcoal or zeolite for purifying water according to the purpose in addition to or instead of crushed stone and rubble stone. You can also. In the drawing, reference numeral 66 indicates a drainage slit, and reference numeral 67 indicates a positioning pin mounting hole for positioning when the retaining wall building blocks 1 are stacked.
[0032]
On the other hand, in FIG. 5, reference numeral 68 denotes a reinforcing bar provided so as to extend in the stacking direction of the retaining wall building block 1, and reference numeral 69 denotes concrete to be filled at the time of construction. Furthermore, in FIG. 2D, reference numeral 70 is an insertion hole of the form-stop connecting member, and as shown in FIG. 5, when concrete is poured between the adjacent retaining wall building blocks 1, 1. It is used for the purpose of performing the function of formwork stopper.
[0033]
【The invention's effect】
According to the retaining wall construction block and the retaining wall construction structure of the present invention having the above-described configuration, it is suitable for high production in a factory, and the labor of the construction work on the construction site side is reduced, thereby shortening the construction period. It can be said that this works extremely effectively in that it is highly compatible with the development of the system.
[Brief description of the drawings]
FIG. 1 is a schematic view showing a concrete embodiment of a retaining wall building block according to the present invention, which is a three-stage integrated retaining wall building block formed integrally with three stages in a stacking direction. FIG.
2 shows the three-stage integrated retaining wall building block shown in FIG. 1; FIG. 2A is a schematic front view thereof; FIG. 2B is a schematic plan view thereof; Fig. 2D is a schematic right side view, and Fig. 2D is a schematic 2D-2D line sectional view taken along the line 2D-2D in Fig. 2A in the direction indicated by the arrow.
FIG. 3 is a schematic view showing a concrete example of a two-stage integrated retaining wall building block according to the present invention, which is a retaining wall building block according to the present invention, which is formed by integrally molding two stages in a stacking direction. FIG.
FIG. 4 shows a concrete example of a one-stage retaining wall building block, which is a retaining wall building block according to the present invention, and a shelf board member for the one-stage retaining wall building block. FIG. 9 is a schematic perspective view showing an example of a combination of a pair of a depth extension retaining wall constituent member and a rear wall constituent member, and showing the respective members separated in a combination direction.
FIG. 5 is a plan view showing a state in which a pair of depth extension buttressing wall constituent members are connected to a retaining wall building block according to the present invention and two adjacent retaining wall building blocks in the width direction are connected and constructed; FIG. 3 is a schematic cross-sectional view showing a cross section in a viewing direction.
FIG. 6 shows a specific embodiment of a depth extension buttress member for additionally increasing the depth dimension of the buttress in the retaining wall building block according to an embodiment of the present invention. FIG. 6A is a schematic side view of an S-shaped depth extension buttress member having a short dimension in the depth direction, and FIG. 6B is a schematic view taken in the direction of the arrow along line 6B-6B in FIG. 6A. FIG. 6C is a schematic side view of an L-shaped depth extension buttress member having a long dimension in the depth direction, and FIG. 6D is an arrow along the line 6D-6D in FIG. 6C. It is the schematic 6D-6D sectional view taken in the direction.
FIG. 7 shows an embodiment of a retaining wall construction structure using a retaining wall construction block according to the present invention, using a three-stage integrated retaining wall construction block shown in FIG. It is a schematic perspective view which shows one construction example which combined the S-type depth extension stay wall member and the L-type depth extension stay wall member.
FIG. 8 shows another construction example using the retaining wall building block according to the present invention, and FIG. 8A shows a special member interposed on a base partly formed in an inclined shape. FIG. 8B is a schematic side view showing an example of a construction in which the retaining wall building block is constructed, and FIG. 8B is a schematic side view showing an example in which the retaining wall building block and the rear wall member are combined. FIG. 8C is a schematic side view showing an example in which the configuration example shown in FIG. 8B is stacked so that the front wall side is stepped, and a plant vegetation section is formed in each step.
[Explanation of symbols]
REFERENCE SIGNS LIST 1 retaining wall construction block 1A one-stage retaining wall construction block 1B two-stage integral retaining wall construction block 1C three-stage integral retaining wall construction block 2 front wall 3 buttress wall 4 connecting means 31 depth extension retaining wall member 31A S-shaped depth extension retaining wall member 31B L-shaped depth extension retaining wall member 41 Rear wall member 5 Shelf receiving groove 21 Shelf 6 Flat bar 7 First recess 8 Second recess 9 First exposed portion 10 2 exposed portion 11 eye bolt 12 kanzaki bar 13 eye bolt mounting hole 14 connecting bolt 15 connecting bolt insertion hole 42 rear wall 43 auxiliary connecting buttress wall 51 lower layer retaining wall structure portion 52 intermediate retaining wall structure portion 53 upper layer retaining wall structure portion 61 Base member 63 Special member 64 Plant vegetation part 65 Space part 66 Drain slit

Claims (4)

幅方向の寸法W、高さ方向の寸法Hで左右上下に拡がる前壁と、前記前壁の背後に、該前壁の幅方向に所定の間隔を隔てて外方に向けてのびる奥行寸法Dの一対の控え壁とを一体的に型成形してなる擁壁構築用ブロックであって、前記一対の控え壁に、該控え壁を奥行方向に追加増設するための奥行増設控え壁部材あるいは前記一対の控え壁の後方開放側を閉じるための後壁部材を奥行方向に連結し、あるいは幅方向に隣接する各ブロック間を幅方向に連結するための連結手段を備え、前記一対の控え壁の向かい合った面に、前記前壁側に向けて前方下がりに傾斜する棚板受け溝を設けてなることを特徴とする擁壁構築用ブロック。A front wall extending in the left-right and up-down directions with a width dimension W and a height dimension H, and a depth dimension D extending outwardly behind the front wall at a predetermined interval in the width direction of the front wall. A retaining wall construction block obtained by integrally molding a pair of the retaining walls, wherein the pair of retaining walls further include a depth extension retaining wall member for additionally extending the retaining wall in the depth direction or the retaining wall member. A rear wall member for closing the rear open side of the pair of buttresses is connected in the depth direction, or a connecting means for connecting the blocks adjacent in the width direction in the width direction is provided. A block for retaining wall construction, wherein shelves for receiving a shelf board are provided on opposite surfaces so as to be inclined forward and downward toward the front wall side. 前記擁壁構築用ブロックにおける高さ方向の寸法Hが、一段当たりの高さ寸法hにより構成され、高さ寸法H=hの一段型擁壁構築用ブロック、積み上げ方向二段分を一体的に成形してなる高さ寸法H=2hの二段一体型擁壁構築用ブロック、積み上げ方向三段分を一体的に成形してなる高さ寸法H=3hの三段一体型擁壁構築用ブロックを含むものからなることを特徴とする請求項1に記載の擁壁構築用ブロック。The dimension H in the height direction of the retaining wall construction block is constituted by a height dimension h per one step, and the one-stage retaining wall construction block having a height dimension H = h and two steps in the stacking direction are integrally formed. A two-stage integrated retaining wall building block with a height dimension H = 2h formed by molding, and a three-stage integrated retaining wall building block with a height dimension H = 3h integrally molded in three stages in the stacking direction. The retaining wall construction block according to claim 1, comprising: 前記奥行増設控え壁部材の奥行長さ寸法DL が、前記擁壁構築用ブロックにおける一対の控え壁の奥行寸法Dに相当する寸法でなるS型の奥行増設控え壁部材と、前記擁壁構築用ブロックにおける一対の控え壁の奥行寸法Dの倍寸法に相当する寸法でなるL型の奥行増設控え壁部材とを含むものからなることを特徴とする請求項1あるいは請求項2に記載の擁壁構築用ブロック。The depth of the additional buttresses member depth length D L is, the S-type depth extension buttress member made of a dimension corresponding to the depth D of the pair of buttress in the retaining wall building blocks, the retaining wall construction 3. An L-shaped depth extension retaining wall member having a dimension corresponding to a double dimension of the depth dimension D of the pair of retaining walls in the application block. Block for building walls. 幅方向の寸法W、高さ方向の寸法Hで左右上下に拡がる前壁と、前記前壁の背後に、該前壁の幅方向に所定の間隔を隔てて外方に向けてのびる奥行寸法Dの一対の控え壁とを一体的に型成形してなる擁壁構築用ブロックを基準構成部材とし、前記擁壁構築用ブロックに対して、L型の奥行増設控え壁部材を組み合わせてなる下層側擁壁構造部と、前記擁壁構築用ブロックに対して、S型の奥行増設控え壁部材を組み合わせてなる中間擁壁構造部と、前記擁壁構築用ブロックによる上層側擁壁構造部とを含むものからなることを特徴とする擁壁構築構造。A front wall extending in the left-right and up-down directions with a width dimension W and a height dimension H, and a depth dimension D extending outwardly behind the front wall at a predetermined interval in the width direction of the front wall. A lower layer side obtained by combining a retaining wall construction block obtained by integrally molding a pair of the retaining walls with the L-shaped depth extension retaining wall member with the retaining wall construction block. A retaining wall structure portion, an intermediate retaining wall structure portion formed by combining an S-shaped depth extension retaining wall member with respect to the retaining wall construction block, and an upper layer retaining wall structure portion formed by the retaining wall construction block. A retaining wall construction structure comprising:
JP2002375410A 2002-12-25 2002-12-25 Retaining wall construction block and retaining wall construction structure Expired - Lifetime JP3691037B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9598865B2 (en) 2012-10-04 2017-03-21 M3 System, Llc Ecological house
JP6186047B1 (en) * 2016-06-24 2017-08-23 共和コンクリート工業株式会社 Large building block for retaining wall
JP2020122375A (en) * 2019-01-31 2020-08-13 キッコウ・ジャパン株式会社 Slope surface formation block and slope surface structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011236722A (en) * 2010-05-12 2011-11-24 Iritech Co Ltd Double retaining wall and construction method of the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9598865B2 (en) 2012-10-04 2017-03-21 M3 System, Llc Ecological house
JP6186047B1 (en) * 2016-06-24 2017-08-23 共和コンクリート工業株式会社 Large building block for retaining wall
JP2020122375A (en) * 2019-01-31 2020-08-13 キッコウ・ジャパン株式会社 Slope surface formation block and slope surface structure

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