JP2007146647A - Method of repairing road including curbstone, and road structure including curbstone formed by the repair method - Google Patents

Method of repairing road including curbstone, and road structure including curbstone formed by the repair method Download PDF

Info

Publication number
JP2007146647A
JP2007146647A JP2007022285A JP2007022285A JP2007146647A JP 2007146647 A JP2007146647 A JP 2007146647A JP 2007022285 A JP2007022285 A JP 2007022285A JP 2007022285 A JP2007022285 A JP 2007022285A JP 2007146647 A JP2007146647 A JP 2007146647A
Authority
JP
Japan
Prior art keywords
curb
road
sidewalk
curbstone
floor slab
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.)
Pending
Application number
JP2007022285A
Other languages
Japanese (ja)
Inventor
Masahiro Yoshioka
正博 吉岡
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.)
SUEHIRO RESIN KOGYOSHO KK
Original Assignee
SUEHIRO RESIN KOGYOSHO KK
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 SUEHIRO RESIN KOGYOSHO KK filed Critical SUEHIRO RESIN KOGYOSHO KK
Priority to JP2007022285A priority Critical patent/JP2007146647A/en
Publication of JP2007146647A publication Critical patent/JP2007146647A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Road Paving Structures (AREA)
  • Road Repair (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To restrain curbstone laid on a vehicle access road going over the curbstone from a driveway and crossing a sidewalk to lead to a road side, from being lifted and springing up to result in damage such as cracking due to alternate load received when a passing vehicle crosses the sidewalk in a road with the curbstone laid at a boundary between the driveway and the sidewalk, to repair an already damaged part of curbstone of the road in a short time, and to shorten a curing time after repair to shorten a passing limited time followed by repair work to thereby return the repaired road early to public use. <P>SOLUTION: After removing the damaged curbstone from an existing concrete foundation, a surface layer of the existing concrete foundation is chipped off to form an uneven structure, and a resin concrete floor slab formed by mixing inorganic filler powder and silica sand into thermosetting synthetic resin is formed on the surface layer of the uneven structure. Curbstone formed by impregnating synthetic resin into a bottom face and hardening it after applying substrate treatment to the bottom face is disposed and joined onto the resin concrete floor slab, and the disposed joint part is heated and hardened. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、車道と歩道を区分する縁石(縁石コンクリートブロック)を備えた道路の補修方法と、その補修方法によって形成された道路構造に関するものである。  The present invention relates to a road repair method including a curb (curb concrete block) that separates a roadway and a sidewalk, and a road structure formed by the repair method.

一般道路において、車道と歩道の境界に敷設された縁石は、交通事故を予防し歩行者ならびに車両の通行の安全を維持する上で極めて大きな役割を果たしている。一方、車両ならびに歩行者の通行量が増加する環境下で、道路の縁石設置箇所の破損も増大しており、それらの破損状態が放置せれている現状が全国いたるところで散見される。殊に、車道から縁石を越え歩道を横断して道路脇に至る車両進入路に敷設された縁石では、通行車両の歩道横断時に交番荷重を頻繁に受けることから、その交番荷重に起因して、縁石の浮き上がりや、跳ね上がりや、ひび割れ等の縁石損傷が多々生じている。したがって、道路通行の安全を維持するために、既に生じた道路の縁石破損箇所を短時間で補修し、且つ補修後の養生時間を短縮して補修工事に伴う通行制限時間を出来るだけ短縮して、補修道路を早期に公共使用に復帰させることが強く望まれ、また新たに敷設される縁石が長期にわたって破損要因に耐える手段が求められている。  On ordinary roads, the curb laid at the boundary between the roadway and the sidewalk plays an extremely important role in preventing traffic accidents and maintaining the safety of pedestrian and vehicle traffic. On the other hand, in an environment where the traffic volume of vehicles and pedestrians increases, the damage to the curb installation places on the road is also increasing, and the current situation where these damaged conditions are neglected is seen throughout the country. In particular, in the curb laid on the vehicle approach road that crosses the curb from the roadway and crosses the sidewalk to the side of the road, it receives an alternating load frequently when crossing the sidewalk of a passing vehicle, so due to the alternating load, Many curb damages such as curb lift, bounce, and cracking have occurred. Therefore, in order to maintain the safety of road traffic, repair the damaged curb of the road that has already occurred in a short time, and shorten the curing time after the repair to reduce the traffic limit time associated with repair work as much as possible. Therefore, it is strongly desired to return the repair road to public use at an early stage, and there is a need for a means for a newly installed curb to withstand damage factors over a long period of time.

しかし従来、道路の破損縁石箇所の補修においては、既設コンクリート基礎の上に敷モルタル床版を施して、その敷モルタル床版の上に新たな縁石を配設し、敷モルタルの乾きを待って縁石を既設コンクリート基礎上に固定しており、このような従来の縁石を含む道路構造やその補修方法では、通行車両による振動や上述の交番荷重に対する縁石固定部の耐久性が弱い上に、補修完了後の養生にも長い時間を要することから、補修工事後の道路の早期開通も制約され、費用対効果においても優れたものではない。そしてまた、上記のような従来の縁石を含む道路構造と、その破損縁石箇所の補修方法に代わる有用な技術的提案は見当たらない。因みに、本願発明が属する技術分野において、特開平6−81311号公開特許公報(特許文献1)、特開平11−293616号公開特許公報(特許文献2)、特開2006−322281号公開特許公報(特許文献3)などが見受けられるが、何れも上記のような道路実態とそれに対する社会的期待を意識したものではなく、況してや上記のような社会的要求に応えうるものではない。
特開平6−81311号公開特許公報 特開平11−293616号公開特許公報 特開2006−322281号公開特許公報
However, in the past, in repairing damaged curb stones on roads, a mortar floor slab was placed on the existing concrete foundation, a new curb was placed on the mortar floor slab, and the mortar had to dry. The curb is fixed on the existing concrete foundation, and the road structure including the conventional curb and the repair method have low durability and the repair of the curb fixing part against vibrations from the passing vehicles and the above-mentioned alternating load. Since the curing after completion takes a long time, the early opening of the road after repair work is also restricted, and it is not cost-effective. Moreover, there is no useful technical proposal to replace the conventional road structure including the curb and the repair method for the damaged curb. Incidentally, in the technical field to which the present invention belongs, Japanese Patent Laid-Open No. 6-81111 (Patent Document 1), Japanese Patent Application Laid-Open No. 11-293616 (Patent Document 2), Japanese Patent Application Laid-Open No. 2006-322281 (Patent Document 1). Patent Document 3) and the like can be seen, but none of them is conscious of the actual road conditions and social expectations for them, and cannot respond to the above social demands.
Japanese Patent Laid-Open No. 6-81111 Japanese Patent Laid-Open No. 11-293616 Japanese Patent Laid-Open No. 2006-322281

この発明は、上記のような道路実態と社会的必要性に鑑み、車道と歩道の境界に縁石を敷設した道路において、車道と歩道の境界に敷設された縁石、取り分け、車道から縁石を越え歩道を横断して道路脇に至る車両進入路に敷設された縁石が、通行車両の歩道横断時に受ける交番荷重に起因して、浮き上がり、跳ね上がり、ひび割れ等の損傷に至ることを抑制すると共に、既に生じた道路の縁石破損箇所を短時間で補修し、且つ補修後の養生時間を短縮して補修工事に伴う通行制限時間を短縮して、補修道路を早期に公共使用に復帰させることを目的としている。  In view of the road actual situation and social necessity as described above, the present invention is a road in which a curb is laid on the boundary between the roadway and the sidewalk. The curbstones laid on the vehicle approach road that crosses the roadside are prevented from causing damage such as lifting, jumping, cracking, etc. due to the alternating load received when crossing the sidewalk of a passing vehicle. The purpose is to repair the damaged road curb in a short time, shorten the curing time after repair, reduce the traffic restriction time associated with the repair work, and quickly return the repair road to public use. .

上記の課題を解決するために案じた、この発明に係る縁石を含む道路構造の補修方法は、車道と歩道の境界に縁石を敷設した道路において、損傷した縁石を既設コンクリート基礎から撤去した後、その既設コンクリート基礎の表層をはつり取って不陸構造とし、その不陸構造の表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版を形成し、その樹脂コンクリート床版上に、予め底面を下地処理した後に同底面に合成樹脂を含浸硬化させた縁石を配設して接合させ、その配設接合部を加熱し硬化させるものである。  The road structure repair method including the curb according to the present invention, which was devised to solve the above-mentioned problems, is a road in which a curb is laid on the boundary between the roadway and the sidewalk, after removing the damaged curb from the existing concrete foundation, The surface layer of the existing concrete foundation is removed to form a non-land structure, and on the surface layer of the non-land structure, a resin concrete floor slab composed of a thermosetting synthetic resin and inorganic filler powder and silica sand is formed. A curb stone impregnated and hardened with a synthetic resin is disposed on the bottom surface of the concrete floor slab after being ground-treated in advance, and the curving stone is heated and cured.

上記の課題を解決するために案じた、この発明に係る縁石を含む道路構造は、車道と歩道の境界に縁石を敷設した道路において、損傷した縁石を撤去した既設コンクリート基礎の表層をはつり取って形成された不陸構造の表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版が形成され、その樹脂コンクリート床版上に、下地処理された底面に合成樹脂を含浸硬化させた縁石が配設接合され、その配設接合部が加熱硬化された道路構造である。  The road structure including the curb according to the present invention, which has been devised to solve the above problems, is obtained by suspending the surface layer of an existing concrete foundation from which the curb has been removed on a road laid with a curb at the boundary between the roadway and the sidewalk A resin concrete floor slab composed of a thermosetting synthetic resin and inorganic filler powder and silica sand is formed on the surface layer of the non-land surface structure. It is a road structure in which curb stones impregnated and cured with resin are arranged and joined, and the arranged joints are heated and cured.

そして、この発明に係る補修方法で形成された縁石を含む道路構造に依れば、既設コンクリート基礎の表層をはつり取って表面積を増大させた不陸構造の表層上の所望の位置に、熱硬化性の樹脂コンクリート床版を介して、縁石が安定した状態で確実・強固に固定されるので、縁石は車両の通行に伴う振動に長期にわたって耐えて既設コンクリート基礎から容易に剥離せず、殊に、車道から縁石を越え歩道を横断して道路脇に至る車両進入路に敷設された縁石に関しては、歩道の車両進入路を頻繁に出入りする車両の通行に起因して加わる交番荷重にも長期にわたって耐えて、縁石の浮き上がり、跳ね上がり、ひび割れ等の損傷を抑制することができる。また、既に生じた道路の縁石破損箇所の補修に当たっては、損傷した縁石を既設コンクリート基礎から撤去した後、その既設コンクリート基礎の表層をはつり取って不陸構造とし、その不陸構造表層上に、熱硬化性の樹脂コンクリート床版を形成し、その樹脂コンクリート床版上に、予め底面を下地処理して合成樹脂を含浸硬化させた縁石を配設して接合させ、その配設接合部を部分的に加熱し硬化させるものであるから、極めて短時間で補修を完了させることができ、且つまた補修後の養生時間も短縮させることができることから、補修工事に伴う通行制限時間を大幅に短縮して、補修道路を早期に公共使用に復帰させることができる。したがって、道路の緊急補修対策手段としても多大の効果を奏するものである。  And, according to the road structure including the curb formed by the repair method according to the present invention, the surface layer of the existing concrete foundation is removed to increase the surface area to a desired position on the surface layer of the uneven structure. Because the curb is securely and firmly fixed in a stable state through the resin concrete floor slab, the curb can withstand vibrations caused by vehicle traffic over a long period of time and does not easily peel off the existing concrete foundation. As for curbs laid on the vehicle approach road that crosses the curb from the roadway and crosses the sidewalk to the side of the road, the alternating load applied due to the traffic of vehicles that frequently enter and exit the vehicle approach path on the sidewalk for a long time It can withstand and suppress damages such as curb lift, bounce, and cracks. In addition, when repairing a curb breakage on a road that has already occurred, after removing the damaged curb from the existing concrete foundation, the surface layer of the existing concrete foundation is removed to form a non-land structure. A thermosetting resin concrete floor slab is formed, and a curb stone pre-treated with a bottom surface and impregnated and hardened with a synthetic resin is disposed and bonded on the resin concrete floor slab. Because it can be heated and cured automatically, the repair can be completed in an extremely short time, and the curing time after the repair can be shortened, greatly reducing the time limit for traffic associated with repair work. Thus, the repair road can be returned to public use at an early stage. Therefore, it has a great effect as an emergency repair measure for roads.

この発明の最良の実施形態の一つは、車道と歩道の境界に縁石を敷設した道路において、車道から縁石を越え歩道を横断して道路脇に至る車両進入路に敷設されて損傷した縁石を既設コンクリート基礎から撤去した後、その既設コンクリート基礎の表層をはつり取って不陸構造とし、その不陸構造表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版を形成し、その樹脂コンクリート床版上に、予め底面を下地処理した後に同底面に合成樹脂を含浸硬化させた縁石を配設して接合させ、その配設接合部を加熱し硬化させる工程から成る、縁石を含む道路構造の補修方法である。  One of the best embodiments of the present invention is that, on a road in which a curb is laid at the boundary between the roadway and the sidewalk, the damaged curb is laid on a vehicle approach road that crosses the sidewalk from the roadway to the side of the road. After removing from the existing concrete foundation, the surface layer of the existing concrete foundation is lifted to form a non-land structure, and on the surface layer of the non-land structure, a resin concrete floor composed of a thermosetting synthetic resin and inorganic filler powder and silica sand. A step of forming a plate, placing a curb stone impregnated and hardened on the bottom surface of the resin concrete floor slab after pretreatment of the bottom surface in advance and bonding it, and heating and curing the arranged joint This is a method for repairing road structures including curbs.

また、この発明の他の最良の実施形態は、車道と歩道の境界に縁石を敷設した道路において、車道から縁石を越え歩道を横断して道路脇に至る車両進入路に敷設されて損傷した縁石を撤去した既設コンクリート基礎の表層をはつり取って形成された不陸構造の表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版が形成され、その樹脂コンクリート床版上に、下地処理された底面に合成樹脂を含浸硬化させた縁石が配設接合され、その配設接合部が加熱硬化されて成る、縁石を含む道路構造道路構造である。  In another preferred embodiment of the present invention, in a road in which a curb is laid at the boundary between the roadway and the sidewalk, the curbstone damaged by being laid in a vehicle approach road that crosses the sidewalk from the roadway, crosses the curbstone to the roadside. A resin concrete floor slab made of thermosetting synthetic resin and inorganic filler powder and silica sand is formed on the surface layer of the non-land structure formed by removing the surface layer of the existing concrete foundation. A road structure road structure including a curb, in which a curb stone impregnated and hardened with a synthetic resin is disposed and bonded on a floor slab, and the disposed joint is heat-cured.

以下この発明を、図面を参考にしながら説明する。図1は、この発明の一実施例を示す縁石を含む道路構造の要部平面図である。図2は、同縁石を含む道路構造の図1A−A’線に沿う部分断面図である。図3は、同縁石を含む道路構造の図1B−B’線に沿う部分断面図である。  The present invention will be described below with reference to the drawings. FIG. 1 is a plan view of an essential part of a road structure including a curb showing an embodiment of the present invention. FIG. 2 is a partial cross-sectional view taken along line 1A-A 'of the road structure including the curb. FIG. 3 is a partial cross-sectional view taken along the line 1B-B 'of the road structure including the curbstone.

図において、1,1aは縁石、2は車道、3は歩道で、縁石1,1aは、車道2と歩道3の境界に敷設されて、車道2と歩道3を区分している。4は、車道2から歩道3を横断して道路脇に至る車両進入路で、縁石1aは、車両進入路4の出入り口において、車道2と歩道3の境界に敷設されている。5,6は、それぞれ道路脇に位置する駐車場と店舗で、車道2から駐車場5や店舗6に向かう車両は、車道2から縁石2aを乗り越え車両進入路4に沿って歩道3を横断して駐車場5や店舗6に出入りする。そして、車両進入路4上を頻繁に往復する車両の荷重に起因して、縁石2aは大きな交番荷重を頻繁に受けるため、従来の縁石を含む道路構造では、この交番荷重に起因して、縁石1aに相当する縁石がしばしば破損していたものである。  In the figure, 1, 1a is a curbstone, 2 is a roadway, 3 is a sidewalk, and curbstones 1 and 1a are laid on the boundary between the roadway 2 and the sidewalk 3 to divide the roadway 2 and the sidewalk 3. Reference numeral 4 denotes a vehicle approach road that crosses the sidewalk 3 from the roadway 2 to the side of the road, and the curb 1 a is laid at the boundary between the roadway 2 and the sidewalk 3 at the entrance of the vehicle entrance path 4. 5 and 6 are a parking lot and a store located on the side of the road, respectively. A vehicle heading from the road 2 to the parking lot 5 or the store 6 crosses the sidewalk 3 along the vehicle entrance path 4 over the curb 2a from the road 2. Go in and out of the parking lot 5 and the store 6. Since the curb 2a is frequently subjected to a large alternating load due to the load of the vehicle that frequently reciprocates on the vehicle approach path 4, in the conventional road structure including the curb, the curb is caused by the alternating load. The curb corresponding to 1a was often damaged.

7は道路の既設コンクリート基礎で、既設コンクリート基礎7上に敷設されて破損した縁石をこの発明に基づいて補修する際には、損傷した縁石を既設コンクリート基礎から撤去した後、その既設コンクリート基礎7の表層をはつり取って不陸構造7aとし、その不陸構造7aの表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版8を形成し、その樹脂コンクリート床版8上に、予め下地処理した後に底面9に合成樹脂を含浸硬化させた縁石1あるいは縁石1aを配設して接合させ、その配設接合部を、熱風強制加熱により、短時間で硬化させ、その硬化後に、縁石目地部10に、既調合モルタルを充填したものである。なお、CLは車道センターライン、GLは車道舗装面ラインである。  7 is an existing concrete foundation of a road. When repairing a damaged curb laid on the existing concrete foundation 7 according to the present invention, the damaged curb is removed from the existing concrete foundation, and then the existing concrete foundation 7 The surface layer of the non-land structure 7a is removed, and a resin concrete floor slab 8 is formed on the surface layer of the non-land structure 7a. The resin concrete floor slab 8 is formed by mixing inorganic filler powder and silica sand. On the floor slab 8, the curb 1 or curb 1a impregnated and hardened with a synthetic resin is preliminarily treated and bonded to the bottom slab 8. The curb is hardened in a short time by hot air forced heating. After the curing, the curb joint 10 is filled with pre-prepared mortar. In addition, CL is a roadway center line and GL is a roadway pavement surface line.

その結果、既設コンクリート基礎の表層をはつり取って表面積を増大させた不陸構造の表層上の所望の位置に、熱硬化性の樹脂コンクリート床版を介して、縁石が安定した状態で確実・強固に固定されるので、縁石は車両の通行に伴う振動に長期にわたって耐えて既設コンクリート基礎から容易に剥離せず、殊に、車道から縁石を越え歩道を横断して道路脇に至る車両進入部に敷設された縁石に関しては、歩道の車両進入部を頻繁に出入りする車両の通行に起因して加わる交番荷重にも長期にわたって耐えて、縁石の浮き上がり、跳ね上がり、ひび割れ等の損傷を抑制することができる。また、既に生じた道路の縁石破損箇所の補修に当たっては、損傷した縁石を既設コンクリート基礎から撤去した後、その既設コンクリート基礎の表層をはつり取って不陸構造とし、その不陸構造表層上に、熱硬化性の樹脂コンクリート床版を形成し、その樹脂コンクリート床版上に、予め底面を下地処理して合成樹脂を含浸硬化させた縁石を配設して接合させ、その配設接合部を部分的に加熱し硬化させるものであるから、極めて短時間で補修を完了させることができ、且つまた補修後の養生時間も短縮させることができることから、補修工事に伴う通行制限時間を大幅に短縮して、補修道路を早期に公共使用に復帰させることができることになる。
なお、CLは車道センターライン、GLは車道舗装面ラインである。
As a result, the curb is stable and strong in a stable position via a thermosetting resin concrete slab at the desired position on the surface layer of the non-land structure where the surface area of the existing concrete foundation is removed to increase the surface area. Because it is fixed to the curb, the curb can withstand vibrations caused by the traffic of the vehicle for a long time and does not easily peel off from the existing concrete foundation. The installed curb can withstand long-term alternating loads caused by the traffic of vehicles that frequently enter and exit the sidewalk, and can suppress damage such as curb lifting, jumping, and cracking. . In addition, when repairing a curb breakage on a road that has already occurred, after removing the damaged curb from the existing concrete foundation, the surface layer of the existing concrete foundation is removed to form a non-land structure. A thermosetting resin concrete floor slab is formed, and a curb stone pre-treated with a bottom surface and impregnated and hardened with a synthetic resin is disposed and bonded on the resin concrete floor slab. Because it can be heated and cured automatically, the repair can be completed in an extremely short time, and the curing time after the repair can be shortened, greatly reducing the time limit for traffic associated with repair work. Thus, the repair road can be returned to public use at an early stage.
In addition, CL is a roadway center line and GL is a roadway pavement surface line.

上記の実施例からも明らかなように、この発明に係る縁石を含む道路構造とその補修方法によれば、縁石は既設コンクリート基礎に短時間で強固に接着固定され、通行車両から受ける振動や交番荷重に対して長期にわたって耐え、また損傷した縁石箇所の補修は極めて短時間で完了させることができる上に、補修後の養生時間も短縮させることができることから、補修工事に伴う通行制限時間を大幅に短縮して補修道路を早期に公共使用に復帰させることができ、その結果として補修工事に係る費用対効果も高まることから、今後道路の維持管理産業分野において大いに活用されることが期待できる。  As is clear from the above embodiment, according to the road structure including the curb according to the present invention and the repair method thereof, the curb is firmly bonded and fixed to the existing concrete foundation in a short time, and vibrations and alternations received from a passing vehicle are obtained. Withstands the load for a long time, and repairs of damaged curb points can be completed in a very short time, and the curing time after repair can be shortened. The repair road can be returned to public use at an early stage, and as a result, the cost-effectiveness of the repair work will increase. Therefore, it can be expected to be used in the road maintenance industry.

この発明の一実施例を示す縁石を含む道路構造の要部平面図。  The principal part top view of the road structure containing the curb which shows one Example of this invention. 同縁石を含む道路構造の図1A−A’線に沿う部分断面図。  The fragmentary sectional view which follows the FIG. 1A-A 'line of the road structure containing the curb. 同縁石を含む道路構造の図1B−B’線に沿う部分断面図。  The fragmentary sectional view which follows the FIG. 1B-B 'line of the road structure containing the curb.

符号の説明Explanation of symbols

1 :縁石
1a:縁石(車両進入部に敷設された縁石)
2 :車道
2a:車道の舗装層
3 :歩道
3a:歩道の舗装層
4 :車道から縁石を越え歩道を横断して道路脇に至る車両進入路
5 :駐車場
6 :店舗
7 :既設コンクリート基礎
7a:不陸構造
8 :樹脂コンクリート床版
9 :縁石の底面・合成樹脂含浸硬化部/縁石の底面・配設接合部
10:目地部
CL:車道センターライン
GL:車道舗装面ライン
1: Curb 1a: Curb (curb laid at the vehicle entrance)
2: Roadway 2a: Pavement layer 3 of the roadway: Sidewalk 3a: Pavement layer 4 of the sidewalk: Vehicle approach path from the roadway across the curb to the side of the road across the sidewalk 5: Parking lot 6: Store 7: Existing concrete foundation 7a : Non-land structure 8: Resin concrete floor slab 9: Bottom surface of curb, synthetic resin-impregnated hardened part / Bottom of curb stone, arrangement joint 10: Joint part CL: Roadway center line GL: Roadway pavement surface line

Claims (4)

車道と歩道の境界に縁石を敷設した道路において、損傷した縁石を既設コンクリート基礎から撤去した後、その既設コンクリート基礎の表層をはつり取って不陸構造とし、その不陸構造の表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版を形成し、その樹脂コンクリート床版上に、予め底面を下地処理した後に同底面に合成樹脂を含浸硬化させた縁石を配設して接合させ、その配設接合部を加熱し硬化させることを特徴とする縁石を含む道路構造の補修方法。  After removing the damaged curb from the existing concrete foundation on the road where the curb is laid on the boundary between the roadway and the sidewalk, the surface layer of the existing concrete foundation is removed to form a non-land structure, and heat is applied to the surface of the non-land structure. A resin concrete floor slab formed by blending inorganic filler powder and silica sand into a curable synthetic resin is formed, and a curb stone that has been impregnated and cured with synthetic resin on the same bottom surface is prepared on the resin concrete floor slab in advance. A method for repairing a road structure including a curb characterized in that it is disposed and joined, and the disposed joint is heated and cured. 車道と歩道の境界に縁石を敷設した道路において、車道から縁石を越え歩道を横断して道路脇に至る車両進入路に敷設されて損傷した縁石を既設コンクリート基礎から撤去した後、その既設コンクリート基礎の表層をはつり取って不陸構造とし、その不陸構造の表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版を形成し、その樹脂コンクリート床版上に、予め底面を下地処理した後に同底面に合成樹脂を含浸硬化させた縁石を配設して接合させ、その配設接合部を加熱し硬化させることを特徴とする縁石を含む道路構造の補修方法。  In a road with a curb at the boundary between the roadway and the sidewalk, after removing the damaged curb from the existing concrete foundation after removing the damaged curb from the roadway, crossing the curb and crossing the sidewalk to the side of the road, A surface of the surface of the non-land surface structure is formed, and on the surface layer of the surface of the non-land surface, a resin concrete floor slab composed of a thermosetting synthetic resin and inorganic filler powder and silica sand is formed. In addition, a curb stone with a synthetic resin impregnated and hardened on the bottom surface is preliminarily treated and bonded to the bottom surface, and the joint portion is heated and cured to repair the road structure including the curb. Method. 車道と歩道の境界に縁石を敷設した道路において、損傷した縁石を撤去した既設コンクリート基礎の表層をはつり取って形成された不陸構造の表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版が形成され、その樹脂コンクリート床版上に、下地処理された底面に合成樹脂を含浸硬化させた縁石が配設接合され、その配設接合部が加熱硬化されていることを特徴とする縁石を含む道路構造。  On a road with a curb at the boundary between the roadway and the sidewalk, a thermosetting synthetic resin with inorganic filler powder and silica sand on the surface of an uneven structure formed by removing the surface of the existing concrete foundation from which the damaged curb was removed A resin concrete floor slab is formed, and a curb stone impregnated and cured with synthetic resin is disposed on the bottom surface of the resin concrete floor slab, and the joint is heated and cured. Road structure including curb characterized by 車道と歩道の境界に縁石を敷設した道路において、車道から縁石を越え歩道を横断して道路脇に至る車両進入路に敷設されて損傷した縁石を撤去した既設コンクリート基礎の表層をはつり取って形成された不陸構造の表層上に、熱硬化性合成樹脂に無機フィラー粉末、珪砂を配合して成る樹脂コンクリート床版が形成され、その樹脂コンクリート床版上に、下地処理された底面に合成樹脂を含浸硬化させた縁石が配設接合され、その配設接合部が加熱硬化されていることを特徴とする縁石を含む道路構造。  In a road with a curb at the boundary between the roadway and the sidewalk, the surface of the existing concrete foundation is removed by removing the damaged curb from the roadway, crossing the sidewalk and crossing the sidewalk to the side of the road. A resin concrete floor slab composed of a thermosetting synthetic resin and an inorganic filler powder and silica sand is formed on the surface layer of the non-land structure, and the synthetic resin is formed on the bottom surface of the ground surface of the resin concrete floor slab. A road structure including a curb, characterized in that a curb stone impregnated and hardened is disposed and joined, and the joint part is heat-cured.
JP2007022285A 2007-01-01 2007-01-01 Method of repairing road including curbstone, and road structure including curbstone formed by the repair method Pending JP2007146647A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007022285A JP2007146647A (en) 2007-01-01 2007-01-01 Method of repairing road including curbstone, and road structure including curbstone formed by the repair method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007022285A JP2007146647A (en) 2007-01-01 2007-01-01 Method of repairing road including curbstone, and road structure including curbstone formed by the repair method

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2005010569U Continuation JP3121608U (en) 2005-11-15 2005-11-15 3D solid curb repair structure

Publications (1)

Publication Number Publication Date
JP2007146647A true JP2007146647A (en) 2007-06-14

Family

ID=38208361

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007022285A Pending JP2007146647A (en) 2007-01-01 2007-01-01 Method of repairing road including curbstone, and road structure including curbstone formed by the repair method

Country Status (1)

Country Link
JP (1) JP2007146647A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532713A (en) * 2014-12-30 2015-04-22 山西省交通科学研究院 Roadbed subsidence repairing device and method
CN107034765A (en) * 2017-05-27 2017-08-11 芜湖思科生产力促进中心有限公司 A kind of bilateral cement wash device of kerbstone reparation
CN107130505A (en) * 2017-05-27 2017-09-05 芜湖思科生产力促进中心有限公司 A kind of kerbstone repairs car
CN113818321A (en) * 2021-10-19 2021-12-21 上海市城市建设设计研究总院(集团)有限公司 Biological road self-repairing system and repairing method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532713A (en) * 2014-12-30 2015-04-22 山西省交通科学研究院 Roadbed subsidence repairing device and method
CN107034765A (en) * 2017-05-27 2017-08-11 芜湖思科生产力促进中心有限公司 A kind of bilateral cement wash device of kerbstone reparation
CN107130505A (en) * 2017-05-27 2017-09-05 芜湖思科生产力促进中心有限公司 A kind of kerbstone repairs car
CN107034765B (en) * 2017-05-27 2019-02-19 芜湖思科生产力促进中心有限公司 A kind of bilateral cement wash device of kerbstone reparation
CN113818321A (en) * 2021-10-19 2021-12-21 上海市城市建设设计研究总院(集团)有限公司 Biological road self-repairing system and repairing method thereof

Similar Documents

Publication Publication Date Title
CN101287872B (en) Improved concrete pavement slabs for streets, roads or highways and methodology for slab design
KR100687210B1 (en) Precast concrete panel for paving of road and method for preparation thereof
CN202247580U (en) Asphalt pavement precast block
CN102444066A (en) Asphalt pavement prefabricated block and construction method for prefabricated asphalt pavement
KR20060082832A (en) Precast concrete panel using height-controller and its road repairing method
US6939078B1 (en) Tactile detectable warning ramps for pedestrian pathways
KR101363394B1 (en) Repair method for pavement using precast block
JP2007146647A (en) Method of repairing road including curbstone, and road structure including curbstone formed by the repair method
KR100717808B1 (en) Heating apparatus of asphalt and method of using the same
US10497228B2 (en) Perforated tactile warning device
KR100884780B1 (en) A structure of prestressed concrete pavement and its construction method
JP2005180113A (en) Repairing method of pavement road
RU123015U1 (en) LOCATED ROAD PLATES FOR DETACHABLE ROAD CANVAS
JP3121608U (en) 3D solid curb repair structure
KR100831087B1 (en) Section repair material and section repair method using the mma resins for slab of concrete bridge
JP3122400U (en) Repair structure such as curb with 3D structure for emergency measures
JP2014095229A (en) Height adjustment method for rail
KR101179395B1 (en) Asphalt Paved Road Crack Conservatism Method
JP2014080853A (en) Construction method of resin pavement body in road joint part, and road joint part structure comprised of resin pavement body
CN219808196U (en) Old road transformation structure based on ultrathin cover surface and in-situ thermal regeneration
CN220246592U (en) Novel anti-rut semi-flexible pavement structure
CN219196882U (en) Assembled car ramp
KR100729844B1 (en) Repair work of railroad bridge and that structure
KR200324315Y1 (en) Roadway for preventing deformation and crack
Tayabji Precast Concrete Panel (PCP) Roundabouts [tech brief]

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070330

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070327

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20081120

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20081202

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20090407