JP3839544B2 - Paving block laying method and paving block - Google Patents

Paving block laying method and paving block Download PDF

Info

Publication number
JP3839544B2
JP3839544B2 JP04583497A JP4583497A JP3839544B2 JP 3839544 B2 JP3839544 B2 JP 3839544B2 JP 04583497 A JP04583497 A JP 04583497A JP 4583497 A JP4583497 A JP 4583497A JP 3839544 B2 JP3839544 B2 JP 3839544B2
Authority
JP
Japan
Prior art keywords
paving
block
pavement
level
fitting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP04583497A
Other languages
Japanese (ja)
Other versions
JPH10237804A (en
Inventor
英人 飯塚
光宏 篠崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Rotec Corp
Nichireki Co Ltd
Original Assignee
Taisei Rotec Corp
Nichireki Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taisei Rotec Corp, Nichireki Co Ltd filed Critical Taisei Rotec Corp
Priority to JP04583497A priority Critical patent/JP3839544B2/en
Publication of JPH10237804A publication Critical patent/JPH10237804A/en
Application granted granted Critical
Publication of JP3839544B2 publication Critical patent/JP3839544B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Road Paving Structures (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、車道、歩道あるいはその他の空間を、所定の形状の天然石や人工石等の敷石、コンクリートブロック、レンガ等を用いて舗装する場合に適用される舗装ブロックの敷設方法と、この方法に用いられる舗装ブロックに関するものである。
【0002】
【従来の技術】
従来、例えば道路を、天然石敷石を用いて舗装する場合の敷石の敷設方法としては、例えば図10に示すように、路盤a上に砕石路盤bを形成し、その上にコンクリート層cを打ち、さらに空練りモルタルdを敷いてから敷石eを敷設し、敷石間に最終的に目地fを施す敷設方法が知られている。
しかしこの方法では、敷石の配置や表面高さレベル調整、目地間隔の調整等にかなりの労力を要し、相当な経験を有する者であってもかなりの手間を要し時間当りの敷設面積は少ない。
また、敷設に際しては、路盤に砕石路盤を形成し、あるいはその上にコンクリート層を打って基盤とし、さらにその基盤上に空練りモルタルなどを敷いてから敷石を敷設し、この敷石間に最終的に目地を施す等、多くの敷設工程を必要としており、敷設に長時間を要するという問題がある。
【0003】
このため、敷石の敷設の効率化を図るため、例えば実開昭50−89123号公報や実開平1−124804号公報に記載される考案等、多くの提案が成されており、部分的に改善が進んではいるが、加工コスト面で問題がある。
【0004】
また、敷石を簡易整地された凹凸あるいは傾斜の残る地盤上に直接敷設して敷設工程の省略を図る場合において、地盤上に配列された多数の敷石の表面を所定のレベルに揃えることは容易ではなく、熟練とかなりの手間を要するため敷設に長時間を要するという問題がある。
【0005】
このような問題を解決するためのものとして、特開平6−306809号公報には、平板ブロックをレベル調整機構を介して敷設した後に平板ブロック下側の隙間にモルタルを流し込み、硬化させて隙間を充填する中間層を形成する平板ブロックを用いた舗装方法が提案されている。
この舗装方法でのレベル調整機構は、ボルト・ナットと平板ブロックを載置する受片で構成されており、予めボルトあるいはナットを回転させてナット下のボルト長さを調整してレベル調整を行うため、微小な高さ調整や迅速なレベル調整を行うことが困難なものである。
【0006】
さらに実開平7−12501号公報には、敷石裏面にスベリ止め部材を固定し、側面にスペーサーを突出して目地間隔を形成する天然石敷石が開示されている。しかしこの敷石の敷設に際しても表面高さレベルの調整に手間を要する。
【0007】
【発明が解決しようとする課題】
本発明は、所定の形状の敷石やコンクリートブロック等(以下「ブロック」と称する)を舗装ブロックとして用いる場合に、基盤上面と舗装ブロックの裏面間の間隙を容易にかつ確実に調整保持でき、熟練者でなくても舗装ブロックの表面の平坦性が容易に得られるとともに、敷設工程および敷設時間の短縮により敷設コストを低減できる、舗装ブロックの敷設方法と、この敷設方法を実施するために用いられる舗装ブロックを提供するものである。
【0008】
【課題を解決するための手段】
本発明の第1の発明は、所定の形状に形成したブロックの裏面に複数の嵌合孔を設け、この嵌合孔に、外方に開口する係合孔を有する凹部材を嵌合固定し、この凹部材の係合孔に、弾性材からなるレベル調整部材の脚部を係合してなる舗装ブロックを基盤上に多数配列し、その表面高さレベルをレベル調整部材の押し込み係止位置の調整によって調整するとともに所定の目地間隙を有するように敷設し、隣接する舗装ブロック間で形成された目地間隙から、充填材を基盤上面と舗装ブロックの裏面との間および目地間隙部分に充填して固化させ、舗装ブロックと基盤とを一体化することを特徴とする舗装ブロックの敷設方法である。
【0009】
第2の発明と第3の発明と第4の発明は、第1の発明を実施するための舗装ブロックの例として位置付けされるものであり、第2の発明は、所定の形状に形成したブロックの裏面に、複数の嵌合孔を設け、この嵌合孔に、外方に開口する係合孔を有する凹部材を嵌合固定し、この凹部材の係合孔に、この係合孔との係合によって外面が縮径される弾性材からなる脚もしくは弾性材からなる分割した脚を有するレベル調整部材を係合したことを特徴とする。
【0010】
第3の発明は、所定の形状に形成したブロックの裏面に、複数の嵌合孔を設け、この嵌合孔に、中心部に突起を備えかつ外方に開口する係合孔を有する凹部材を嵌合し、この凹部材の係合孔に、突起との係合によって拡径する係合孔を形成し前記凹部材の内面に外面が押圧される弾性からなる脚もしくは弾性材からなる分割した脚を備えた、レベル調整部材を係合したことを特徴とする。
【0011】
また、第4の発明は、第2の発明または第3の発明において、所定の形状に形成したブロックの隣接する少なくとも2面に目地間隙を形成する目地スペーサーを設けたことを特徴とするものである。
【0012】
【発明の実施の形態】
本発明においては、弾性材からなる表面レベル調整部材を係合した舗装ブロックを、整地した基盤上に多数配列し、この多数の舗装ブロックの表面レベルを、予め舗装ブロックに組み込まれたレベル調整部材の押し込み(打ち込み)によって調整するとともに、予め舗装ブロックに設けられた目地スペーサーにより、舗装ブロック相互間の間隙を所定の目地間隔に調整して目地を形成し、この目地間隙および基盤と舗装ブロックの下面間の間隙に充填材を充填して固化させ、舗装ブロック相互間および基盤と舗装ブロックとを一体化させて、ブロックによる舗装を容易に構築可能とする。
【0013】
すなわち、基盤上に予め舗装ブロックに組み込まれた所定の目地間隔を形成するための目地スペーサーによって隣り合う舗装ブロック相互間の目地間隔を保ちつつ舗装ブロックを並べ、その後、予め舗装ブロックに組み込まれたレベル調整部材を押し込んで調整することにより、舗装ブロックの上面高さを容易にかつ確実に調整して揃えることができる。
【0014】
その後、基盤上面と舗装ブロック下面との間隙および隣り合う舗装ブロック相互間に形成された間隙に、目地間隙から充填材を充填して固化させることにより、基盤上に舗装ブロックを確実に固定して舗装ブロックによる舗装を構築することができる。
この際、レベル調整部材は基盤に圧着するため、施工時に舗装ブロックが動くことのないように、すべり止めの役割も果たす。
また、舗装ブロック自体はかなりの重量を有しているが、本発明の敷設方法によれば、作業員の舗装ブロック据付け技術の熟達度に関係なく極めて簡易に舗装ブロックを敷設できるとともに、前記従来の流しモルタルによる敷設方法に比べ、目地間隙から充填材を充填するだけでよいので、敷設工程の簡略化および敷設時間の短縮が可能になり、敷設コストを低減することができる。
【0015】
本発明では、舗装ブロックの裏面の嵌合孔と凹部材占の嵌合、凹部材の係合孔とレベル調整部材の脚部との係合、凹部材の突起とレベル調整部材の係合孔との係合があるが、これらの嵌合や係合位置を所定位置に調整し、舗装ブロックを多数並べた後、充填材の充填作業時などに容易にずれてしまうようでは、舗装ブロックの表面高さレベル調整精度が低下することになるので、充填作業等の外力で容易にずれることがないように、嵌合面、係合面に摩擦抵抗を大きくする凹凸を形成し、さらに必要があれば摩擦抵抗を高めるための粘性材や接着材を塗布(凹凸との併用を含む)することも有効である。
また、基盤と接するレベル調整材に適宜凹凸を形成して、基盤上面とのずれ止め効果を持たせることも有効である。
【0016】
ここで、舗装ブロックによる舗装を構築する場合の基盤は、例えばコンクリート舗装、アスファルト舗装などが最適であるが、アスファルト安定処理路盤または砕石路盤のいずれであってもよい。また、公園等の遊歩道、サイクリング道、広場や建物の玄関、さらには建築物の土間やコンクリート床であってもよいことは勿論のこと、従来の敷石敷設法で形成する基盤であってもよい。
【0017】
本発明で用いる充填材は、流し込みにより充填されるものであり、充填の際には流動性を有し、充填作業性の良好なものであって、充填後には固化して強度と結合性を有するものがよい。
充填材の種類としては、例えば、セメントミルク、セメントモルタルなどが好適である。しかし、充填材はこれらに限ることなく、セメントペースト、エポキシ樹脂、ポリエステル樹脂、ウレタン樹脂およびこれらの樹脂をベースとする混合物などのいずれかから選択してもよい。
【0018】
凹部材、スペーサーの材料としては、軽量で弾力性があり、安価に得られる各種の樹脂材あるいは樹脂材をベースとするものが好適であるが、これに限らず、上記の特性を有するものであれば特に限定しない。
【0019】
舗装ブロックの裏面の嵌合孔には、凹部材を予め嵌合しておき、凹部材には人力で押し込みによって可能であるレベル調整部材を係合する。また、敷設後のレベル調整部材の押し込みによるレベルの調整は、舗装ブロック表面での木槌による打ち込みやレべリングローラーの転圧等によって行うことができる。
レベル調整部材の数と配列は、舗装ブロックの形状に応じて決めるが、レベル調整部材による舗装ブロックの支持を安定させて、レベルの調整、基盤との間の間隙の調整および目地間隙の調整を確かなものにするためには、通常の場合、3〜4個で規則配列にすることが好ましいが、前記目的が達成できればよく、数と配列はこれに限定するものではない。
【0020】
以上のように、本発明では各種の舗装ブロックを対象に敷設するが、特に加工が難しく、重量の大きい天然石敷石に好適である。
【0021】
【実施例】
以下に本発明を図に示す実施例に基づいて詳細に説明する。
図1および図2は、第1の発明により、舗装ブロックとして天然石敷石を用いて、道路の舗装を行う場合の実施例を示している。
本発明の敷石の敷設に当たっては、基盤である路盤1に、隣接する側面の少なくとも2面に目地スペーサー7を設けた、例えば長方形状の天然石敷石2を、スペーサー7で目地間隙aを形成して複数配列する。
ここで目地スペーサー7の材質は、ゴムあるいはプラスチックなどの弾性を有する素材を使用した。しかし、これに限るものではなく、舗装ブロックを敷並べたときに、相隣り合う敷石間に必要な目地間隙を形成できるように目地スペーサーが突出していればよい。
この天然石敷石2の裏面には嵌合孔2hを設けており、これに凹部材3が圧入嵌合される。凹部材3には、レベル調整部材4が、天然石敷石2を支持し、かつ充填作業により天然石敷石2がずれることのないように保持できるだけの係合(係止)力で押し込み係合されている。
【0022】
複数配列に敷設した各天然石敷石2のレベルを、天然石敷石の上面から力を加えて各レベル調整部材4の押し込み位置を調整し、敷石表面を所定レベルLに調整して、相隣り合う天然石敷石2の間の目地間隙aに連通する敷石と路盤との間の間隙(以下「目地間隙b」と称する)を形成して、目地間隙aに充填装置5により充填材6を注入し、相隣り合う敷石間の目地間隙aと敷石と路盤との間の目地間隙bに充填材を充填する。
このようにして、間隙aおよびbに充填材6を充填装置5によって注入、充填させ、かつ固化させて充填目地6cとし、各天然石敷石2間および地盤1と各天然石敷石2間を一体化することができ、図2に示すように、広場や道路8等の基盤1上に天然石敷石2からなる舗装ブロックを用いた天然石敷石舗装を構築することができる。
【0023】
天然石敷石2の構造例を図3〜図9に基づいて詳細に説明する。
本発明の天然石敷石2は、例えば図3に示すように隣接する側面の少なくとも2面に目地スペーサー7を有し、裏面に設けた例えば3個の嵌合孔2hに凹部材3を圧入等の手段で嵌合し、この凹部材3にレベル調整部材4を係合する構造を有している。
【0024】
図4〜図6に示すように、嵌合孔2hには、外方に拡径して開口する係合孔9を有し、切欠き10によって複数の分割脚11を形成した凹部材3を嵌合固定し、この凹部材3の係合孔9には、切欠き12によって複数の分割脚13を形成すると共に、この係合孔9との係合によって外面が縮径する弾性材からなるレベル調整部材4を係合する。
【0025】
そして、この分割脚13は、図4(a)の状態から図4(b)に示すようにレベル調整部材4のフランジ部4aの下端面が、天然石敷石2の嵌合孔2hに天然石敷石2の裏面レベルよりわずかに突出するか一致するようになるまで押し込むことができ、分割脚13を強制縮径させることにより、レベル調整部材4で天然石敷石2を支持し、充填作業により天然石敷石2の係合孔9と分割脚13の圧着部分がずれることがないように保持できるだけの係合(係止)力を確保することができる。分割脚13の押し込みは木槌などを用いた人力による押込力によって適宜の深さに調整することにより、舗装ブロックからなる舗装路面の平坦性を容易に確保することができる。
【0026】
ここでは、図5および図6に示すように凹部材3の外面あるいは凹部材3と係合するレベル調整部材4の外面の何れかまたは両方に凹凸14を形成し、嵌合面、係合面の摩擦抵抗を大きくして、嵌合、係合(係止)力を強化し、レベル調整部材4による天然石敷石2のレベルの調整後の位置ずれの発生を防止できるようにしているが、この凹凸は必要に応じて設ければよい。
【0027】
なお、凹部材3の切欠き10による分割脚11は、嵌合孔2hへの圧入嵌合を容易とし、強制変形させ所要の嵌合力を容易に確保するために設けたものであるが、必ずしも分割する必要はなく、図5(b)のように分割のない脚11aとしてもよい。
また、レベル調整部材4にスリット状の切欠き12による分割脚13を設けたのは、凹部材3への押し込み係合を容易とするとともに、天然石敷石を支持し、かつ充填材6の充填作業により天然石敷石2の位置がずれることがないように保持できるだけの所要の係合(係止)力の確保を容易にするためであり、これも必要に応じて設ければよく、図6(b)のように分割のない脚13aとしてもよい。
また、レベル調整部材4の底部にフランジ部4aを設けたのは、路盤1中に過度にめり込まないで路盤1に安定支持されるようにするためである。
【0028】
本発明の別の実施例では、図7〜図9に示すように、所定の形状に形成した天然石敷石2の裏面に設けた嵌合孔2hに、外方に拡径して開口する係合孔9を有し、切欠き15によって複数の分割脚16を形成するとともに中心部に円錐状の突起17を備えた凹部材18を圧入嵌合し、この凹部材の係合孔9に、切欠き19によって複数分割され、かつ、凹部材18の突起17との係合によって拡径する拡縮係合孔20を形成する弾性からなる分割脚21を備えた、レベル調整部材22を係合する。
【0029】
分割脚21の外面は、拡縮係合孔20が凹部材18の突起17との押し込み係合によって拡径したとき凹部材18の内面に押圧され、天然石敷石2を支持し、かつ充填材6の充填作業により天然石敷石2がずれることがないように保持できるだけの係合(係止)力を容易に確保することができる。
凹部材18の突起17は、テーパー面を有する円錐や角錐等の錐状に形成することが好ましい。しかし、これに限定するものではなく、レベル調整部材22の拡縮係合孔20を拡径できる構造であれば形状は問わない。
【0030】
凹部材18の外面と、凹部材18と係合するレベル調整部材22の外面には、凹凸14を形成し、嵌合面、係合面の摩擦抵抗を大きくして、嵌合、係合力を強化して目地スペーサーによる天然石敷石2のレベルの調整後の位置ずれの発生を防止できるようにしている。ただしこの凹凸は必要に応じて設ければよい。
なお、凹部材18およびレベル調整部材22に切欠きを設けて分割脚16,21としたのは、前記実施例(図5,6)の場合と同様の理由によるものであって、必ずしも分割する必要はなく、図5(b),図6(b)のように分割のない脚としてもよい。
【0031】
また、レベル調整部材22の底部をフランジ状4aにしたのは、路盤中に過度にめり込まないで路盤に安定支持されるようにするためであるが、これも必要に応じて設ければよい。
本発明は、上記の例に限定されるものではない。例えば、本発明の適用場所、基盤の種類、舗装ブロックの種類、舗装ブロックの凹部材、凹部材の凹凸、レベル調整部材の形状あるいはこれらの構造等については、請求項1〜4を満足する範囲内で適時変更できるものである。
【0032】
【発明の効果】
本発明においては、基盤上に舗装ブロックを並べて、その舗装ブロック上面の平坦性と目地間隙を容易にかつ確実に調整できる。すなわち、舗装ブロックの上面レベルをレベル調整部材によって容易に揃えるとともに、所定の目地間隙を形成して敷設でき、充填材の充填を容易かつ確実に行うことができる。
その結果、舗装ブロックを基盤上に強固に一体化して固定することができる。また、天然石敷石自体はかなりの重量を有しているが、作業員の舗装ブロックの据付け技術の熟達度に関係なく極めて容易に敷設作業の実施が可能となり、敷設工程を簡略化して敷設時間を短縮できるため、敷設コストを低減することができる。
【図面の簡単な説明】
【図1】本発明の舗装ブロックの敷設方法の実施例を示す縦断面説明図。
【図2】本発明の舗装ブロックの敷設方法で得られる道路の立体説明図。
【図3】本発明の舗装ブロックの敷設方法で用いられる舗装ブロック例で裏面に配設のレベル調整部材の配置例を示す平面説明図。
【図4】本発明の舗装ブロック例としての天然石敷石の構造例を示す縦断面説明図で、(a)図はレベル調整部材の押し込み初期の状態を示し、(b)図はレベル調整部材の押し込み終期の状態を示す。
【図5】図4に示す天然石敷石の構造例で用いられる凹部材の立体説明図。
【図6】図4に示す天然石敷石の構造例で用いられるレベル調整部材の立体説明図。
【図7】本発明の天然石敷石の他の構造例を示す縦断面説明図。
【図8】図7に示す天然石敷石の構造例で用いられる凹部材の立体説明図。
【図9】図7に示す天然石敷石の構造例で用いられるレベル調整部材の立体説明図。
【図10】従来の敷石の敷設例を示す断面説明図。
【符号の説明】
1 :基盤(路盤)
2 :舗装ブロック(天然石敷石)
2h:嵌合孔
3 :凹部材
4 :レベル調整部材
5 :充填装置
6 :充填材
6c:充填目地(充填材が充填され固化したもの)
7 :目地スペーサー
8 :道路
9 :係合孔
10 :切欠き
11 :分割脚
11a:脚
12 :切欠き
13 :分割脚
13a:脚
14 :凹凸
15 :切欠き
16 :分割脚
17 :突起
18 :凹部材
19 :切欠き
20 :拡縮係合孔
21 :分割脚
22 :レベル調整部材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a paving block laying method applied when paving roadways, sidewalks or other spaces using paving stones such as natural stones or artificial stones of a predetermined shape, concrete blocks, bricks, and the like. It relates to the paving block used.
[0002]
[Prior art]
Conventionally, for example, as shown in FIG. 10, as shown in FIG. 10, a crushed stone roadbed b is formed on a roadbed a, and a concrete layer c is hit thereon, Further, there is known a laying method in which a paving stone e is laid after laying an empty kneaded mortar d, and finally a joint f is provided between the paving stones.
However, with this method, considerable effort is required to arrange paving stones, adjust the surface height level, adjust the joint spacing, etc., and even those with considerable experience require considerable effort and the laying area per hour is Few.
In addition, when laying, a crushed stone roadbed is formed on the roadbed, or a concrete layer is laid on top of it as a base, and then a dry stone mortar is laid on the base, and then a paving stone is laid. Many laying processes are required, such as applying joints, and there is a problem that laying takes a long time.
[0003]
For this reason, in order to improve the efficiency of laying paving stones, many proposals have been made, such as the devices described in Japanese Utility Model Publication No. 50-89123 and Japanese Utility Model Publication No. 1-124804, and some improvements have been made. However, there is a problem in processing cost.
[0004]
In addition, when laying the paving stones directly on the ground with uneven terrain or slope that is simply leveled and omitting the laying process, it is not easy to align the surface of many paving stones arranged on the ground to a predetermined level. However, there is a problem that it takes a long time to lay because it requires skill and considerable effort.
[0005]
In order to solve such a problem, Japanese Patent Laid-Open No. 6-306809 discloses that a flat block is laid through a level adjusting mechanism, and then mortar is poured into a gap on the lower side of the flat block to be hardened. A paving method using a flat block forming an intermediate layer to be filled has been proposed.
The level adjustment mechanism in this paving method is composed of a receiving piece on which a bolt / nut and a flat plate block are placed, and the level is adjusted by adjusting the bolt length under the nut by rotating the bolt or nut in advance. Therefore, it is difficult to perform minute height adjustment and quick level adjustment.
[0006]
Further, Japanese Utility Model Laid-Open No. 7-12501 discloses a natural stone paving stone in which a slip stopper is fixed to the back surface of the paving stone and a spacer is projected on the side surface to form a joint interval. However, even when laying this paving stone, it takes time and effort to adjust the surface height level.
[0007]
[Problems to be solved by the invention]
The present invention can easily and reliably adjust and maintain the gap between the upper surface of the base and the back surface of the paving block when paving stones, concrete blocks, etc. (hereinafter referred to as “blocks”) having a predetermined shape are used as the paving block. A method for laying a paving block, which can easily obtain the flatness of the surface of the paving block even if it is not a person, and can reduce the laying cost by shortening the laying process and laying time, and is used for carrying out this laying method. A pavement block is provided.
[0008]
[Means for Solving the Problems]
According to a first aspect of the present invention, a plurality of fitting holes are provided on the back surface of a block formed in a predetermined shape, and a recessed member having an engaging hole that opens outward is fitted and fixed to the fitting hole. A large number of pavement blocks are arranged on the base by engaging the legs of the level adjustment member made of an elastic material in the engagement holes of the recess material, and the surface height level is set to the position where the level adjustment member is pushed. In addition, the filler is laid so as to have a predetermined joint gap, and the filler is filled between the upper surface of the base and the back surface of the pavement block and the joint gap portion from the joint gap formed between the adjacent pavement blocks. This is a pavement block laying method characterized in that the pavement block and the base are integrated.
[0009]
2nd invention, 3rd invention, and 4th invention are positioned as an example of the pavement block for implementing 1st invention, 2nd invention is the block formed in the defined shape A plurality of fitting holes are provided on the back surface of the concave member, and a concave member having an engagement hole that opens outward is fitted into and fixed to the fitting hole. A level adjusting member having a leg made of an elastic material whose outer surface is reduced in diameter by the engagement of or a divided leg made of an elastic material is engaged.
[0010]
According to a third aspect of the present invention, a plurality of fitting holes are provided on the back surface of a block formed in a predetermined shape, and the fitting member has a protrusion at the center and an engaging hole that opens outward. the fitted, the engagement hole of the recessed member, made from the leg or elastic material the outer surface to the inner surface of the concave member to form engaging holes whose diameter increases by the engagement between the projection made of an elastic material to be pressed with the divided leg, and wherein the engaged levels adjustment member.
[0011]
The fourth invention is characterized in that in the second invention or the third invention, joint spacers for forming joint gaps are provided on at least two adjacent surfaces of the block formed in a predetermined shape. is there.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
In the present invention, a number of paving blocks engaged with a surface level adjusting member made of an elastic material are arranged on a leveled base, and the surface level of the many paving blocks is previously incorporated in the paving block. And adjusting the gap between the paving blocks to a predetermined joint spacing by using joint joint spacers provided in advance in the pavement block, and forming joints. The gap between the lower surfaces is filled with a filler and solidified, and the pavement blocks can be easily constructed by integrating the pavement blocks and between the base and the pavement block.
[0013]
That is, the pavement blocks are arranged while maintaining the joint interval between adjacent pavement blocks by joint spacers for forming predetermined joint intervals previously incorporated in the pavement block on the base, and then incorporated in the pavement block in advance. By pressing and adjusting the level adjusting member, the height of the upper surface of the pavement block can be adjusted easily and reliably.
[0014]
After that, the pavement block is securely fixed on the base by filling the gap between the upper surface of the base and the lower surface of the pavement block and the gap formed between the adjacent pavement blocks by filling with a filler from the joint gap. A pavement can be constructed with paving blocks.
At this time, since the level adjusting member is pressure-bonded to the base, it also serves to prevent slipping so that the paving block does not move during construction.
Further, although the pavement block itself has a considerable weight, according to the laying method of the present invention, it is possible to lay the pavement block very easily regardless of the level of proficiency of the pavement block installation technique of the worker. Compared with the method of laying with a flowing mortar, it is only necessary to fill the filler from the joint gap, so that the laying process can be simplified and the laying time can be shortened, and the laying cost can be reduced.
[0015]
In the present invention, the fitting hole on the back surface of the pavement block and the recess material are fitted, the engagement hole of the recess material is engaged with the leg of the level adjustment member, the protrusion of the recess material and the engagement hole of the level adjustment member If the fitting or engagement position is adjusted to a predetermined position and a large number of pavement blocks are lined up, and the pavement blocks are not easily displaced during filling work, Since the surface height level adjustment accuracy will be reduced, it is necessary to form irregularities that increase the frictional resistance on the fitting surface and the engaging surface so that they are not easily displaced by external force such as filling work. If there is, it is also effective to apply a viscous material or an adhesive material (including the combination with unevenness) to increase the frictional resistance.
Further, by forming an appropriate uneven level adjusting member in contact with the base, it is also effective to provide a displacement preventing effect of the basement top.
[0016]
Here, for example, concrete pavement or asphalt pavement is optimal as a base for constructing a pavement by a pavement block, but it may be any asphalt stabilization processing roadbed or crushed stone roadbed. In addition, it may be a boardwalk, a cycling road, an entrance of a plaza or a building of a park, etc., and also a foundation formed by a conventional paving stone laying method as well as a dirt floor or a concrete floor of a building. .
[0017]
The filler used in the present invention is filled by pouring, has fluidity at the time of filling, has a good filling workability, and solidifies after filling to give strength and bonding properties. What you have is good.
As the kind of filler, for example, cement milk and cement mortar are suitable. However, the filler is not limited thereto, and may be selected from any one of cement paste, epoxy resin, polyester resin, urethane resin, and a mixture based on these resins.
[0018]
As the material for the concave portion and the spacer, various resin materials that are lightweight and elastic and can be obtained at low cost or those based on resin materials are suitable, but not limited to this, those having the above characteristics If there is no particular limitation.
[0019]
A recess material is previously fitted in the fitting hole on the back surface of the pavement block, and a level adjusting member that can be manually pushed is engaged with the recess material. Moreover, the level adjustment by pushing the level adjusting member after laying can be performed by driving with a mallet on the surface of the pavement block, or by rolling the leveling roller.
The number and arrangement of level adjustment members are determined according to the shape of the pavement block, but the level adjustment member stabilizes the support of the pavement block to adjust the level, the gap between the base and the joint gap. In order to make sure, in general, it is preferable to form a regular arrangement of 3 to 4, but the number and arrangement are not limited to this as long as the object can be achieved.
[0020]
As described above, in the present invention, various types of paving blocks are laid, but it is particularly difficult to process and is suitable for a heavy natural stone paving stone.
[0021]
【Example】
Hereinafter, the present invention will be described in detail based on embodiments shown in the drawings.
FIG. 1 and FIG. 2 show an embodiment in which a road is paved using natural stone paving stones as a paving block according to the first invention.
In laying paving stones according to the present invention, for example, a rectangular natural stone paving stone 2 provided with joint spacers 7 on at least two adjacent side faces is formed on the base road base 1, and a joint gap a is formed by the spacers 7. Arrange multiple.
Here, the material of the joint spacer 7 is an elastic material such as rubber or plastic. However, the present invention is not limited to this, and it is only necessary that joint spacers protrude so that necessary joint gaps can be formed between adjacent paving stones when paving blocks are arranged.
A fitting hole 2h is provided on the back surface of the natural stone paving stone 2, and the concave member 3 is press-fitted into the fitting hole 2h. A level adjusting member 4 is pushed into and engaged with the recessed member 3 with an engagement (locking) force sufficient to support the natural stone paving stone 2 and hold the natural stone paving stone 2 so as not to be displaced by the filling operation. .
[0022]
The level of each natural stone paving stone 2 laid in multiple arrangements is applied from the top surface of the natural stone paving stone to adjust the pushing position of each level adjusting member 4, the paving stone surface is adjusted to a predetermined level L, and the adjacent natural stone paving stones A gap between the paving stone and the roadbed communicating with the joint gap a between the two (hereinafter referred to as “joint gap b”) is formed, and the filler 6 is injected into the joint gap a by the filling device 5. Filler is filled in joint gap a between mating paving stones and joint gap b between paving stones and roadbed.
In this manner, the filler 6 is injected into the gaps a and b by the filling device 5, filled and solidified to form the filling joint 6c, and the natural stone paving stones 2 and the ground 1 and the natural stone paving stones 2 are integrated. As shown in FIG. 2, a natural stone paving stone pavement using a paving block made of natural stone paving stones 2 on a base 1 such as a plaza or a road 8 can be constructed.
[0023]
A structural example of the natural stone paving stone 2 will be described in detail with reference to FIGS.
For example, as shown in FIG. 3, the natural stone paving stone 2 of the present invention has joint spacers 7 on at least two adjacent side surfaces, and the recessed member 3 is press-fitted into, for example, three fitting holes 2h provided on the back surface. The level adjusting member 4 is engaged with the recess member 3 by means of means.
[0024]
As shown in FIGS. 4 to 6, the fitting hole 2 h has an engagement hole 9 having an outwardly enlarged diameter, and a recess member 3 in which a plurality of divided legs 11 are formed by notches 10. A plurality of divided legs 13 are formed in the engagement holes 9 of the recess member 3 by the notches 12 and the outer surface is reduced in diameter by engagement with the engagement holes 9. The level adjusting member 4 is engaged.
[0025]
Then, the split leg 13 has the natural stone paving stone 2 at the lower end surface of the flange portion 4a of the level adjusting member 4 in the fitting hole 2h of the natural stone paving stone 2 as shown in FIG. It can be pushed in until it slightly protrudes from the back surface level or becomes coincident, and the split leg 13 is forcibly reduced in diameter, thereby supporting the natural stone paving stone 2 with the level adjusting member 4 and filling the natural stone paving stone 2 Engagement (locking) force sufficient to hold the engagement hole 9 and the split leg 13 so that the crimped portion is not displaced can be ensured. The flat leg of the paved road surface composed of paving blocks can be easily secured by adjusting the pushing of the divided legs 13 to an appropriate depth by the pushing force of human power using a wooden mallet or the like.
[0026]
Here, as shown in FIG. 5 and FIG. 6, asperities 14 are formed on either or both of the outer surface of the concave member 3 or the outer surface of the level adjusting member 4 that engages with the concave member 3, and the fitting surface, the engaging surface The frictional resistance of the natural stone paving stone 2 can be prevented from being generated by adjusting the level of the natural stone paving stone 2 by the level adjusting member 4. The unevenness may be provided as necessary.
[0027]
The split leg 11 by the notch 10 in the recess 3 is provided to facilitate press-fitting into the fitting hole 2h and to force-deform and easily secure the required fitting force. There is no need to divide the leg 11a as shown in FIG. 5B.
Further, the provision of the split leg 13 by the slit-shaped notch 12 in the level adjusting member 4 facilitates the push-in engagement with the recessed member 3, supports the natural stone paving stone, and fills the filler 6. 6 to facilitate securing of a required engagement (locking) force sufficient to hold the natural stone paving stone 2 so that the position of the natural stone paving stone 2 does not shift, and this may be provided as necessary. It is good also as the leg 13a without division like this.
The reason why the flange portion 4a is provided at the bottom of the level adjusting member 4 is that it is stably supported by the roadbed 1 without being excessively sunk into the roadbed 1.
[0028]
In another embodiment of the present invention, as shown in FIGS. 7 to 9, the engagement is performed by expanding the diameter outward in the fitting hole 2 h provided on the back surface of the natural stone paving stone 2 formed in a predetermined shape. A plurality of divided legs 16 are formed by the notches 15 and a recess member 18 having a conical projection 17 at the center is press-fitted and fitted into the engagement hole 9 of the recess member. Engage the level adjusting member 22 provided with a divided leg 21 made of an elastic material that is divided into a plurality of parts by the notch 19 and that forms an expansion / contraction engagement hole 20 that expands by engagement with the protrusion 17 of the recess 18. .
[0029]
The outer surface of the split leg 21 is pressed against the inner surface of the recess member 18 when the expansion / contraction engagement hole 20 is expanded by pressing engagement with the protrusion 17 of the recess member 18, supports the natural stone paving stone 2, and Engaging (locking) force that can be held so that the natural stone paving stone 2 is not displaced by the filling operation can be easily secured.
The protrusions 17 of the recess member 18 are preferably formed in a cone shape such as a cone or a pyramid having a tapered surface. However, the shape is not limited to this, and the shape is not limited as long as the expansion / contraction engagement hole 20 of the level adjustment member 22 can be expanded.
[0030]
Concavities and convexities 14 are formed on the outer surface of the concave member 18 and the outer surface of the level adjusting member 22 engaged with the concave member 18 to increase the frictional resistance of the fitting surface and the engaging surface, thereby increasing the fitting and engaging force. It strengthens and it can prevent generation | occurrence | production of the position shift after adjusting the level of the natural stone paving stone 2 by a joint spacer. However, this unevenness may be provided as necessary.
The reason why the recesses 18 and the level adjusting member 22 are notched to form the divided legs 16 and 21 is the same as in the case of the above-described embodiment (FIGS. 5 and 6), and is not necessarily divided. There is no need, and the legs may not be divided as shown in FIGS. 5B and 6B.
[0031]
Moreover, the reason why the bottom of the level adjusting member 22 is formed in the flange shape 4a is to make it stably supported by the roadbed without excessively sinking into the roadbed. Good.
The present invention is not limited to the above examples. For example, the application location of the present invention, the type of base, the type of paving block, the concave material of the paving block, the concave and convex portions of the concave material, the shape of the level adjusting member, or the structure thereof, and the like satisfying claims 1 to 4 It can be changed in a timely manner.
[0032]
【The invention's effect】
In the present invention, the paving blocks are arranged on the base, and the flatness and joint gap between the upper surfaces of the paving blocks can be easily and reliably adjusted. That is, the upper surface level of the pavement block can be easily aligned by the level adjusting member, and a predetermined joint gap can be formed and laid, so that filling of the filler can be performed easily and reliably.
As a result, the paving block can be firmly integrated and fixed on the base. In addition, natural stone paving stone itself has a considerable weight, but it is possible to carry out the laying work very easily regardless of the level of proficiency of the installation technology of the paving blocks, and the laying process is simplified to shorten the laying time. Since it can be shortened, the laying cost can be reduced.
[Brief description of the drawings]
FIG. 1 is a longitudinal cross-sectional explanatory view showing an embodiment of a pavement block laying method according to the present invention.
FIG. 2 is a three-dimensional explanatory view of a road obtained by the pavement block laying method of the present invention.
FIG. 3 is an explanatory plan view showing an example of the arrangement of level adjusting members arranged on the back surface in an example of a paving block used in the method for laying a paving block of the present invention.
FIG. 4 is a longitudinal sectional view showing an example of the structure of a natural stone paving stone as an example of a paving block of the present invention. FIG. 4 (a) shows the initial state of pushing in the level adjusting member, and FIG. 4 (b) shows the level adjusting member. Indicates the state of the end of indentation.
FIG. 5 is a three-dimensional explanatory view of a concave member used in the structural example of the natural stone paving stone shown in FIG. 4;
6 is a three-dimensional explanatory view of a level adjusting member used in the structural example of the natural stone paving stone shown in FIG. 4. FIG.
FIG. 7 is a longitudinal sectional explanatory view showing another structural example of the natural stone paving stone of the present invention.
FIG. 8 is a three-dimensional explanatory view of a concave member used in the structural example of the natural stone paving stone shown in FIG.
9 is a three-dimensional explanatory view of a level adjusting member used in the structural example of the natural stone paving stone shown in FIG.
FIG. 10 is a cross-sectional explanatory view showing an example of conventional paving stones.
[Explanation of symbols]
1: Base (base)
2: Pavement block (natural stone paving stone)
2h: fitting hole 3: recess material 4: level adjusting member 5: filling device 6: filling material 6c: filling joint (filled and solidified)
7: Joint spacer 8: Road 9: Engagement hole 10: Notch 11: Divided leg 11a: Leg 12: Notch 13: Divided leg 13a: Leg 14: Concavity and convexity 15: Notch 16: Divided leg 17: Protrusion 18: Recess material 19: Notch 20: Expansion / contraction engagement hole 21: Divided leg 22: Level adjusting member

Claims (4)

所定の形状に形成した舗装ブロックの裏面に複数の嵌合孔を設け、この嵌合孔に、外方に開口する係合孔を有する凹部材を嵌合固定し、この凹部材の係合孔に、弾性材からなるレベル調整部材の脚部を係合してなる舗装ブロックを、基盤上に多数配列し、その表面高さレベルをレベル調整部材の押し込み係止位置の調整によって調整するとともに所定の目地間隙を有するように敷設し、隣接する舗装ブロック間で形成された目地間隙から、充填材を基盤上面と舗装ブロックの裏面との間および目地間隙部分に充填して固化させ、舗装ブロックと基盤とを一体化することを特徴とする舗装ブロックの敷設方法。  A plurality of fitting holes are provided on the back surface of the pavement block formed in a predetermined shape, and a recessed member having an engaging hole that opens outward is fitted and fixed to the fitting hole. In addition, a large number of paving blocks formed by engaging the leg portions of the level adjustment member made of an elastic material are arranged on the base, and the surface height level is adjusted by adjusting the push-in locking position of the level adjustment member and a predetermined level. From the joint gap formed between adjacent pavement blocks, the filler is filled between the upper surface of the base and the back surface of the pavement block and the joint gap portion to solidify, and the pavement block A method for laying paving blocks, characterized by integrating the base. 所定の形状に形成したブロックの裏面に、複数の嵌合孔を設け、この嵌合孔に、外方に開口する係合孔を有する凹部材を嵌合固定し、この凹部材の係合孔に、この係合孔との係合によって外面が縮径される弾性材からなる脚もしくは弾性材からなる分割した脚を有するレベル調整部材を係合したことを特徴とする舗装ブロック。A plurality of fitting holes are provided on the back surface of the block formed in a predetermined shape, and a recessed member having an engaging hole that opens outward is fitted into and fixed to the fitting hole. And a level adjusting member having a leg made of an elastic material whose outer surface is reduced in diameter by engagement with the engagement hole or a divided leg made of an elastic material. 所定の形状に形成したブロックの裏面に、複数の嵌合孔を設け、この嵌合孔に、外方に開口する係合孔を有し中心部に突起を備えた凹部材を嵌合し、この凹部材の係合孔に、突起との係合によって拡径する係合孔を形成し前記凹部材の内面に外面が押圧される弾性からなる脚もしくは弾性材からなる分割した脚を備えた、レベル調整部材を係合したことを特徴とする舗装ブロック。A plurality of fitting holes are provided on the back surface of the block formed in a predetermined shape, and a fitting member having an engaging hole that opens outward is fitted into the fitting hole, and a recess is provided in the center portion. An engagement hole that expands in diameter by engagement with a protrusion is formed in the engagement hole of the recess material, and a leg made of an elastic material whose outer surface is pressed against the inner surface of the recess material or a divided leg made of an elastic material is provided. it was, paving blocks, characterized in that engaged the level adjustment member. ブロックの隣接する2つの側面に目地間隙を形成する目地スペーサーを設けたことを特徴とする請求項2または請求項3記載の舗装ブロック。  The pavement block according to claim 2 or 3, wherein joint spacers for forming joint gaps are provided on two adjacent side surfaces of the block.
JP04583497A 1997-02-28 1997-02-28 Paving block laying method and paving block Expired - Lifetime JP3839544B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04583497A JP3839544B2 (en) 1997-02-28 1997-02-28 Paving block laying method and paving block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04583497A JP3839544B2 (en) 1997-02-28 1997-02-28 Paving block laying method and paving block

Publications (2)

Publication Number Publication Date
JPH10237804A JPH10237804A (en) 1998-09-08
JP3839544B2 true JP3839544B2 (en) 2006-11-01

Family

ID=12730261

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04583497A Expired - Lifetime JP3839544B2 (en) 1997-02-28 1997-02-28 Paving block laying method and paving block

Country Status (1)

Country Link
JP (1) JP3839544B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008075400A (en) * 2006-09-25 2008-04-03 Maeda Corp Temperature rise restraining pavement structure
KR101046594B1 (en) 2010-08-30 2011-07-06 정이준 Construction method for boundary block
KR101037784B1 (en) * 2010-12-10 2011-05-27 이정욱 Assemble type sidewalk block with a heating wire
CN114855543A (en) * 2022-05-30 2022-08-05 中国一冶集团有限公司 Square invisible drainage ditch edge paving leveling device and construction method

Also Published As

Publication number Publication date
JPH10237804A (en) 1998-09-08

Similar Documents

Publication Publication Date Title
JP3839544B2 (en) Paving block laying method and paving block
KR100561696B1 (en) Retaining Wall System with Interlocked Wall-building Units
KR101544985B1 (en) Socket type precast concrete panel and paving method using the same
JP2005508462A (en) Stone that forms paving surface
JP2011106208A (en) Flat plate block and frame body therefor
KR100975673B1 (en) Expanded bicycle road built around road and construction method thereof
JP2018115475A (en) Concrete block and laying structure using the same
JP2516811Y2 (en) Natural stone paving stones
JP2001271303A (en) Joint-section structure of road
JPH10147920A (en) Gravity-type structure and construction method thereof
JPH0248484Y2 (en)
JPS5935601Y2 (en) Precast pavement connecting device
JPH04120302A (en) Road pavement method using precast concrete pavement slab
JP3831359B2 (en) Pavement block and its construction method
AU2022221468B2 (en) Support Product
US20230151557A1 (en) Support product
CN211171464U (en) Gravel platform back backfilling structure
JP3003679U (en) Synthetic paving stones
CN109537394B (en) Road paving method
JPH0310162Y2 (en)
JPH0354166Y2 (en)
JPS6233761Y2 (en)
JP3010807U (en) Natural stone paving stones
JPS6227522Y2 (en)
KR200295121Y1 (en) A concrete for supplementary lecture in delicate ground

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060424

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060502

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060627

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060725

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060803

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090811

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100811

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100811

Year of fee payment: 4

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100811

Year of fee payment: 4

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100811

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110811

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110811

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120811

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130811

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term