JP5377233B2 - Nut anchor for road facility installation, its construction method, and road facility - Google Patents

Nut anchor for road facility installation, its construction method, and road facility Download PDF

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JP5377233B2
JP5377233B2 JP2009252550A JP2009252550A JP5377233B2 JP 5377233 B2 JP5377233 B2 JP 5377233B2 JP 2009252550 A JP2009252550 A JP 2009252550A JP 2009252550 A JP2009252550 A JP 2009252550A JP 5377233 B2 JP5377233 B2 JP 5377233B2
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road
anchor
road facility
nut anchor
nut
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JP2010222959A (en
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キョン テ キム
ウン ジョン ベク
ジュ イル キム
チャン ウ ホン
キョン ジン キム
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Chungju National University Industry Academic Cooperation Foundation
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Chungju National University Industry Academic Cooperation Foundation
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Priority claimed from KR1020090013479A external-priority patent/KR101012674B1/en
Priority claimed from KR1020090021272A external-priority patent/KR101118106B1/en
Priority claimed from KR1020090070554A external-priority patent/KR20110012717A/en
Priority claimed from KR1020090070549A external-priority patent/KR20110012713A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a nut anchor for road facility installation which can firmly fix and install a road facility along with the construction since the sufficient initial adhesive strength can be exhibited at the start of the construction and then an additional permanent adhesive strength due to the hardening of an adhesive agent can be increased and which can be constructed and maintained very easily, a construction method for the nut anchor, and a road facility. <P>SOLUTION: This nut anchor 100 includes a head 110 and an anchor bar 130. The head 110 has a bolt tightening part 111 at the top and a tightening groove at the bottom, and sprints 112 of predetermined quantity formed on the outer peripheral surface while projecting in the radial direction and extending in the axial direction. The anchor bar 130 has a tightening part and a tightening groove which are formed at the top and the bottom of a bar 131, respectively, and is tightened with the head 110. The road facility includes the nut anchor 100 and a road facility body having, at the bottom, a fixing bolt 112 connectable to the bolt tightening part 111 which projects and is formed integrally with the body. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

本発明はコンクリート及びアスファルト道路に道路分離標、衝撃吸収装置、道路鋲およびその他交通案内施設物などの道路施設物を設置するための道路施設物設置用ナットアンカーに関するもので、特にナットアンカーの施工初期に充分な付着強度が発揮され、その後接着剤の硬化による追加の永久付着強度の増加により、施工と同時に道路施設物を堅く固定設置でき、道路施設物の施工およびメンテナンスが大変簡単な道路施設物設置用ナットアンカー、その施工方法、および道路施設物に関するものである。   TECHNICAL FIELD The present invention relates to a road anchor installation nut anchor for installing road facilities such as road separators, shock absorbers, road fences and other traffic guidance facilities on concrete and asphalt roads. Road facilities that exhibit sufficient adhesion strength in the initial stage, and then increase the permanent adhesion strength due to the hardening of the adhesive. The present invention relates to an object installation nut anchor, its construction method, and a road facility.

道路には道路分離標、衝撃吸収装置、道路鋲およびその他様々な道路施設物が設置されている。例えば、道路分離標は、道路のセンターラインや車線などに一定間隔で設置され、違法Uターンや近くの車線からの合流を防止する交通安全施設物であるが、このような目的の他にも、横断歩道の表示、歩道と車道の分離表示、安全地帯の表示、バス専用車線の表示など、各種境界を表示したり、スピードの出し過ぎによる急カーブでの脱線を予防したりするために設置されている(例えば、特許文献1参照)。   Road separators, shock absorbers, road fences and various other road facilities are installed on the road. For example, road separators are traffic safety facilities that are installed at regular intervals on the center line or lane of a road and prevent illegal U-turns and merging from nearby lanes. It is installed to display various boundaries such as crosswalk display, sidewalk and roadway separation display, safety zone display, bus lane display, and to prevent derailment at a sharp curve due to excessive speed. (For example, refer to Patent Document 1).

このような道路施設物の大半は、道路に穴を穿孔し、穿孔された穴に接着剤を充填した後、固定ボルトを締結することで道路施設物を設置している。例えば、図11に示すように、従来の道路分離標は、道路上に結合できるよう周囲の方向に締結孔を形成した固定板11と、固定板11の中央に垂直に立設され、上側の外周縁に反射帯13が付着された分離標10で構成され、固定板11の締結孔に固定ボルト12を締結する前に、道路に穴を開け、エポキシーを充填した後、固定ボルト12を締結して分離標10が道路に設置される。   Most of such road facilities have holes installed in the road by fastening holes after drilling holes in the road and filling the drilled holes with adhesive. For example, as shown in FIG. 11, a conventional road separation mark has a fixing plate 11 formed with a fastening hole in a peripheral direction so that it can be coupled on the road, and is vertically erected in the center of the fixing plate 11. Before the fastening bolt 12 is fastened to the fastening hole of the fixing plate 11, a hole is made in the road and filled with epoxy, and then the fastening bolt 12 is fastened. Thus, the separation mark 10 is installed on the road.

特開平10−147913号公報Japanese Patent Laid-Open No. 10-147913

しかしながら、図11に記載のような設置方法では、接着剤硬化時間まで充分な強度の発現および定着がされず、自動車の走行による振動と風力によって施工不良が頻繁に生じ、固定ボルトの埋込の深さが足りず外力によって道路施設物が頻繁に破損され、破損された道路施設物の大半はリサイクルできず、再施工するためには道路に違う穴を開けなければならないため、メンテナンスコストが過度に必要となるという課題があった。   However, in the installation method as shown in FIG. 11, sufficient strength is not developed and fixed until the adhesive curing time, and the construction failure frequently occurs due to vibration and wind power caused by running the automobile, Road facilities are frequently damaged due to lack of depth and external forces, most of the damaged road facilities cannot be recycled, and different roads must be drilled to reconstruct, resulting in excessive maintenance costs There was a problem that was necessary.

本発明は、このような課題に着目してなされたもので、施工初期に充分な初期付着強度が発揮され、その後接着剤の硬化による追加の永久付着強度の増加により、施工と同時に道路施設物を堅く固定設置でき、施工およびメンテナンスが大変容易な道路施設物設置用ナットアンカー、その施工方法、および道路施設物を提供することを目的としている。   The present invention has been made paying attention to such a problem, and a sufficient initial adhesion strength is exhibited at the initial stage of construction. After that, an additional permanent adhesion strength is increased by the curing of the adhesive, and at the same time as construction, road facilities. It is an object to provide a nut anchor for road facility installation, its construction method, and road facility which can be fixedly installed firmly and is very easy to construct and maintain.

上記目的を達成するために、本発明に係る道路施設物設置用ナットアンカーは、上部にボルト締結部が形成され、下部に締結溝が形成され、外周面に放射状に所定個数の軸方向スプリントが突出されたヘッドと、棒の上部と下部にそれぞれ締結部と締結溝が形成され、前記ヘッドと締結されるアンカー棒とを、有することを特徴とする。   In order to achieve the above object, the nut anchor for road facility installation according to the present invention has a bolt fastening portion formed in the upper portion, a fastening groove formed in the lower portion, and a predetermined number of axial splints radially formed on the outer peripheral surface. It has a protruding head, and an anchor rod that is formed with a fastening portion and a fastening groove at an upper portion and a lower portion of the rod, respectively, and is fastened to the head.

本発明に係る道路施設物設置用ナットアンカーは、アンカー棒の下段に締結されるよう棒の上部に締結部が形成され、下部に円錐の形をしたエンドが形成されたエンド部を有していてもよい。また、ヘッドとアンカー棒との間に挿入締結されるリング形状のキャップを、さらに有していてもよい。ヘッドのスプリントの下段に、傾斜したテーパー部が形成されていてもよい。アンカー棒の棒の外周面に、所定個数の突出したリング形状またはスクリュー形状の突起が形成されていてもよい。ヘッドのボルト締結部の内部に、内側に突出したレンチ締結部が形成されていてもよい。   The nut anchor for road facility installation according to the present invention has an end portion in which a fastening portion is formed at the upper portion of the rod so as to be fastened to the lower stage of the anchor rod, and an end having a cone shape is formed at the lower portion. May be. Moreover, you may have further the ring-shaped cap inserted and fastened between a head and an anchor stick | rod. An inclined tapered portion may be formed in the lower stage of the sprint of the head. A predetermined number of protruding ring-shaped or screw-shaped protrusions may be formed on the outer peripheral surface of the anchor rod. A wrench fastening portion protruding inward may be formed inside the bolt fastening portion of the head.

本発明に係る道路施設物設置用ナットアンカーの施工方法は、本発明に係る道路施設物設置用ナットアンカーの施工方法であって、道路を穿孔し、穿孔した穴の異物を除去した後、前記穴に接着剤を注入し、前記接着剤の硬化後に前記ヘッドを前記アンカー棒から除去できるよう、前記道路施設物設置用ナットアンカーを前記接着剤が充填された前記穴に押し込んで挿入することを、特徴とする。   A nut anchor for road facility installation according to the present invention is a nut anchor for road facility installation according to the present invention, and after piercing the road and removing foreign matter in the drilled hole, Injecting an adhesive into the hole and inserting the nut anchor for road facility installation into the hole filled with the adhesive so that the head can be removed from the anchor bar after the adhesive is cured. , Feature.

本発明に係る道路施設物は、本発明に係る道路施設物設置用ナットアンカーと、下部に、前記ボルト締結部に締結可能な固定ボルトが突出して一体として形成された道路施設物本体とを、有することを特徴とする。
道路施設物は、道路分離標、衝撃吸収装置、道路鋲、道路ブロック、その他の交通案内施設物など、道路に設置されるものであればいかなるものであってもよい。
The road facility according to the present invention comprises a road facility installation nut anchor according to the present invention, and a road facility main body formed integrally with a lower portion of a fixing bolt that can be fastened to the bolt fastening portion. It is characterized by having.
The road facility may be anything as long as it is installed on the road, such as a road separation mark, a shock absorbing device, a road fence, a road block, and other traffic guidance facilities.

本発明によれば、施工初期に充分な初期付着強度が発揮され、その後接着剤の硬化による追加の永久付着強度の増加により、施工と同時に道路施設物を堅く固定設置でき、施工およびメンテナンスが大変容易な道路施設物設置用ナットアンカー、その施工方法、および道路施設物を提供することができる。   According to the present invention, sufficient initial adhesion strength is exhibited at the initial stage of construction, and then the road facility is firmly fixed at the same time as construction due to the increase in additional permanent adhesion strength due to curing of the adhesive, which makes construction and maintenance difficult. It is possible to provide an easy-to-install nut anchor for road facility installation, a construction method thereof, and a road facility.

本発明の実施の形態の道路施設物設置用ナットアンカーを示す斜視図である。It is a perspective view which shows the nut anchor for road facility installation of embodiment of this invention. 図1に示す道路施設物設置用ナットアンカーの分解斜視図である。It is a disassembled perspective view of the nut anchor for road facility installation shown in FIG. 図1に示す道路施設物設置用ナットアンカーの縦断面図である。It is a longitudinal cross-sectional view of the nut anchor for road facility installation shown in FIG. 本発明の実施の形態の道路施設物設置用ナットアンカーの施工方法の穿孔工程を示す断面図である。It is sectional drawing which shows the drilling process of the construction method of the nut anchor for road facility installation of embodiment of this invention. 本発明の実施の形態の道路施設物設置用ナットアンカーの施工方法の異物除去工程を示す断面図である。It is sectional drawing which shows the foreign material removal process of the construction method of the nut anchor for road facility installation of embodiment of this invention. 本発明の実施の形態の道路施設物設置用ナットアンカーの施工方法の接着剤注入工程を示す断面図である。It is sectional drawing which shows the adhesive agent injection | pouring process of the construction method of the nut anchor for road facility installation of embodiment of this invention. 本発明の実施の形態の道路施設物設置用ナットアンカーの施工方法のナットアンカー挿入工程を示す断面図である。It is sectional drawing which shows the nut anchor insertion process of the construction method of the road anchor installation nut anchor of embodiment of this invention. 本発明の実施の形態の道路施設物の道路分離標を示す側面図である。It is a side view which shows the road separation mark of the road facility thing of embodiment of this invention. 図8に示す道路分離標の、ナットアンカーへの結合工程を示す断面図である。It is sectional drawing which shows the coupling | bonding process to the nut anchor of the road separation mark shown in FIG. 図8に示す道路分離標の、道路への設置状態を示す断面図である。It is sectional drawing which shows the installation state to the road of the road separation mark shown in FIG. 従来の道路分離標の、道路への設置状態を示す断面図である。It is sectional drawing which shows the installation state to the road of the conventional road separation mark.

以下、図面に基づき、本発明の実施の形態について説明する。
図1乃至図7は、本発明の実施の形態の道路施設物設置用ナットアンカー、および、その施工方法を示している。
図1乃至図3に示すように、道路施設物設置用ナットアンカー100は、ヘッド110及びアンカー棒130で構成される。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 to 7 show a nut anchor for road facility installation and an execution method thereof according to an embodiment of the present invention.
As shown in FIGS. 1 to 3, the road facility installation nut anchor 100 includes a head 110 and an anchor rod 130.

ヘッド110の上部には、道路施設物とボルトを締結するためのボルト締結部111が形成され、ヘッド110の下部には、アンカー棒130と締結するための締結溝113が形成され、ヘッド110の外周面には放射状に所定個数のスプリント112が突出して形成されている。このとき、スプリント112の下段には、傾斜したテーパー部114が形成されている。   A bolt fastening portion 111 for fastening a road facility and a bolt is formed in the upper portion of the head 110, and a fastening groove 113 for fastening the anchor rod 130 is formed in the lower portion of the head 110. A predetermined number of splints 112 project radially from the outer peripheral surface. At this time, an inclined tapered portion 114 is formed in the lower stage of the sprint 112.

このように構成されたナットアンカー100が道路の穿孔された穴に挿入されたとき、スプリント112によってナットアンカー100が穴に押し込まれ、接着剤が硬化する前でも道路施設物を固定するうえで充分な付着強度を発現することになる。   When the nut anchor 100 configured in this manner is inserted into a hole in the road, the nut anchor 100 is pushed into the hole by the splint 112, which is sufficient to fix the road facility even before the adhesive is cured. Will exhibit a good adhesion strength.

また、ナットアンカー100が道路に押し込まれる際、スプリント112の下部に形成されたテーパー部114によって、より簡単に道路の穿孔された穴に押し込まれるようになっている。   Further, when the nut anchor 100 is pushed into the road, the tapered portion 114 formed at the lower portion of the sprint 112 is more easily pushed into a hole formed in the road.

また、図3に示すように、ボルト締結部111の内部には、突出されたレンチ締結部115が形成される。レンチを挿入してレンチ締結部115にかかるようにした後、レンチを回転させてヘッド110とアンカー棒130とを分離できる。   Further, as shown in FIG. 3, a protruding wrench fastening portion 115 is formed inside the bolt fastening portion 111. After the wrench is inserted so as to be applied to the wrench fastening portion 115, the head 110 and the anchor rod 130 can be separated by rotating the wrench.

アンカー棒130は、円柱の形をした棒131の上部に、締結部132が形成され、棒131の下部に締結溝134が形成される。このとき、アンカー棒130の棒131の外周面には、リングまたはスクリューの形をした突起133が突出して構成されるのが望ましい。この場合、接着剤が充填された道路の穴にナットアンカー100を挿入して接着剤が硬化したとき、突起133によってナットアンカー100がさらに堅く道路に締結固定される。   In the anchor bar 130, a fastening part 132 is formed on the upper part of a cylindrical bar 131, and a fastening groove 134 is formed on the lower part of the bar 131. At this time, it is preferable that a protrusion 133 in the shape of a ring or screw protrudes from the outer peripheral surface of the bar 131 of the anchor bar 130. In this case, when the nut anchor 100 is inserted into the hole in the road filled with the adhesive and the adhesive is cured, the nut anchor 100 is fastened and fixed to the road by the protrusion 133.

アンカー棒130は、道路に穿孔された穴の深さ、施設物の種類など条件によって一つまたは複数を連続締結できる。即ち、道路施設物を道路に固定するためには、ナットアンカー100が道路の補助基層にまで挿入固定されて道路施設物が堅く固定されるが、それぞれの道路の補助基層にまで高さを合わせてアンカー棒130を多数個連続組立て使用できる。   One or a plurality of anchor rods 130 can be continuously fastened depending on conditions such as the depth of a hole drilled in the road and the type of facility. That is, in order to fix the road facility to the road, the nut anchor 100 is inserted and fixed to the auxiliary base layer of the road to fix the road facility firmly, but the height is adjusted to the auxiliary base layer of each road. Thus, a large number of anchor bars 130 can be assembled and used.

また、図1乃至図3に示すように、ヘッド110とアンカー棒130との間にリングの形をしたキャップ120を締結するのが望ましい。この場合、接着剤が充填された道路の穴にナットアンカー100を挿入する際、接着剤が道路の表面にあふれることがあるが、キャップ120によって接着剤が道路の表面にあふれるのを防止し、雨水が道路の下部に入るのを防止する。キャップ120は、弾性のあるゴムまたは合成樹脂を材質にして成形することで、キャップ120と道路の穴の内面とが弾性によって密閉されるようにするのが望ましい。   Further, as shown in FIGS. 1 to 3, it is desirable to fasten a cap 120 in the shape of a ring between the head 110 and the anchor bar 130. In this case, when the nut anchor 100 is inserted into the hole of the road filled with the adhesive, the adhesive may overflow the road surface, but the cap 120 prevents the adhesive from overflowing the road surface, Prevent rainwater from entering the lower part of the road. The cap 120 is preferably made of elastic rubber or synthetic resin, so that the cap 120 and the inner surface of the road hole are sealed by elasticity.

また、図1乃至図3に示すように、アンカー棒130の下部に、エンド部140が締結されるのが望ましい。エンド部140は、円柱の形をした棒144の上部に締結部141が形成され、棒144の下段には円錐の形をしたエンド143が形成されたもので、エンド部140の締結部141がアンカー棒130の締結溝134に挿入締結される。エンド部140は、ナットアンカー100が道路に穿孔された穴に挿入される際、下段に形成された円錐の形をしたエンド143によって、さらに容易に挿入されるようにする。   Further, as shown in FIGS. 1 to 3, it is desirable that the end portion 140 is fastened to the lower portion of the anchor bar 130. The end portion 140 is formed with a fastening portion 141 formed on an upper portion of a rod 144 having a cylindrical shape, and a conical end 143 is formed on a lower stage of the rod 144, and the fastening portion 141 of the end portion 140 is formed. It is inserted and fastened into the fastening groove 134 of the anchor bar 130. The end portion 140 is more easily inserted by the cone-shaped end 143 formed in the lower stage when the nut anchor 100 is inserted into the hole drilled in the road.

このように構成されたナットアンカー100は、図4乃至図7に示す本発明の実施の形態の道路施設物設置用ナットアンカーの施工方法で施工される。まず、図4に示すように、道路施設物を設置する道路を穿孔し、図5に示すように、圧縮空気を使って穿孔した穴の異物を除去した後、図6に示すように、道路の穿孔された穴にエポキシ等の接着剤を注入し、図7に示すように、ナットアンカー100を接着剤が充填された穴に押し込んで挿入する。   The nut anchor 100 configured in this way is constructed by the construction method of the road facility installation nut anchor of the embodiment of the present invention shown in FIGS. 4 to 7. First, as shown in FIG. 4, the road where the road facility is installed is perforated, and as shown in FIG. 5, the foreign matter in the perforated hole is removed using compressed air. An adhesive such as epoxy is injected into the perforated hole, and the nut anchor 100 is pushed into the hole filled with the adhesive and inserted as shown in FIG.

このように、道路の穿孔された穴にナットアンカー100を挿入する際、スプリント112が穴の内側と圧着されることで、ナットアンカー100が押し込まれ、ナットアンカー100と締結される道路施設物を支えて固定するうえで充分な付着強度を、ナットアンカー100が発現することになる。   As described above, when the nut anchor 100 is inserted into the hole in which the road is drilled, the splint 112 is pressed against the inside of the hole so that the nut anchor 100 is pushed in and the road facility to be fastened with the nut anchor 100 is removed. The nut anchor 100 exhibits sufficient adhesion strength for supporting and fixing.

その後、接着剤が硬化すると、アンカー棒130およびエンド部140の外周面に形成された突起133,142によって、ナットアンカー100の付着強度が増加し、道路施設物が堅く固定される。   Thereafter, when the adhesive is cured, the adhesion strength of the nut anchor 100 is increased by the protrusions 133 and 142 formed on the outer peripheral surfaces of the anchor rod 130 and the end portion 140, and the road facility is firmly fixed.

このようにナットアンカー100を使って道路施設物を設置した後、道路の再舗装などのために道路のアスファルトを一定部分削るとき、ナットアンカー100を除去しない状態では重装備が破損したり安全事故が発生することがある。   After installing a road facility using the nut anchor 100 in this way, when cutting a certain portion of road asphalt for road re-paving, etc., heavy equipment may be damaged or a safety accident may occur if the nut anchor 100 is not removed. May occur.

このような道路の再舗装などの工事の際には、ナットアンカー100に締結された道路施設物を解体した後、レンチ(未図示)をナットアンカー100のボルト締結部111に挿入して、レンチがボルト締結部111の内部に突出されたレンチ締結部115にかかるようにし、レンチを回転させてナットアンカー100のヘッド110を除去する。このようにヘッド110を除去した後、安全に道路を削り、道路を舗装できる。   In such a road re-paving work, the road facility fastened to the nut anchor 100 is disassembled, and then a wrench (not shown) is inserted into the bolt fastening portion 111 of the nut anchor 100, Is applied to the wrench fastening part 115 protruding into the bolt fastening part 111, and the wrench is rotated to remove the head 110 of the nut anchor 100. After removing the head 110 in this manner, the road can be safely cut and paved.

図8乃至図10は、本発明の実施の形態の道路施設物の一例の道路分離標を示している。
図8に示すように、道路分離標200は、道路の上部に表示される分離標本体と、図1乃至図3に示す道路に埋設されるナットアンカー100とで構成される。
8 to 10 show a road separation mark as an example of a road facility according to the embodiment of the present invention.
As shown in FIG. 8, the road separation mark 200 is composed of a separated specimen displayed on the upper part of the road and a nut anchor 100 embedded in the road shown in FIGS.

図8に示すように、道路の上部に表示される分離標本体は、道路上に結合される固定板211と、固定板211の中央に垂直に立設され、上側の外周縁に所定個数の反射帯213が付着された分離標210と、固定板211の下部中心に分離標210と一体として形成された固定ボルト212で構成される。   As shown in FIG. 8, the separated specimen displayed on the upper part of the road is provided with a fixed plate 211 coupled on the road and a vertical standing at the center of the fixed plate 211, and a predetermined number of pieces are disposed on the upper outer periphery. The separation mark 210 to which the reflection band 213 is attached and the fixing bolt 212 formed integrally with the separation mark 210 at the lower center of the fixing plate 211 are configured.

このように構成されたナットアンカー100と分離標本体とを道路に埋設する過程を詳しく説明する。まず、図4乃至図7に示すように、ナットアンカー100を道路に埋設する。図9に示すように、道路に埋設されたナットアンカー100のボルト締結部111に、分離標本体の固定ボルト212をボルト結合することで、図10に示すように、道路への道路分離標200の設置が終了する。   The process of embedding the nut anchor 100 and the separated specimen body thus configured in the road will be described in detail. First, as shown in FIGS. 4 to 7, the nut anchor 100 is embedded in the road. As shown in FIG. 9, a fixed bolt 212 of a separated specimen is bolted to a bolt fastening portion 111 of a nut anchor 100 embedded in a road, so that a road separation mark 200 to a road is obtained as shown in FIG. 10. Installation of is finished.

このとき、図2に示す分離標本体の固定板211に形成された溝214を使って、レンチなどの工具で分離標本体を回転させ、固定ボルト212をナットアンカー100に堅くボルト結合するようにすることが望ましい。   At this time, the separation specimen is rotated with a tool such as a wrench using the groove 214 formed in the separation specimen fixing plate 211 shown in FIG. 2 so that the fixing bolt 212 is firmly bolted to the nut anchor 100. It is desirable to do.

このように設置された道路分離標200は、道路の深くに埋設されたナットアンカー100によって分離標本体をボルト締結すればよいため、施工とメンテナンスが大変容易である。ナットアンカー100が道路に押し込まれるため、接着剤のエポキシーが固まる前でも充分な強度を維持することができる。分離標210が亡失しても新しい分離標本体をすでに道路に埋め込まれているナットアンカー100にボルト締結するだけで補修できるため、分離標の設置に専門の施工業者が要らず誰でも簡単に補修できる。   The road separation mark 200 installed in this way is very easy to construct and maintain because the separated specimen body may be bolted by the nut anchor 100 buried deep in the road. Since the nut anchor 100 is pushed into the road, sufficient strength can be maintained even before the adhesive epoxy hardens. Even if the separation mark 210 is lost, a new separation specimen can be repaired by simply fastening the bolt to the nut anchor 100 that is already embedded in the road. it can.

以上、本発明の実施の形態の道路施設物設置用ナットアンカー、その施工方法、および道路施設物について説明した。本発明の技術的構成から、本発明が属する技術分野の当業者がその技術的思想や必須的特徴を変更せずに、違う具体的な形で実施できるということが分かるだろう。このため、上述した実施例はすべての面で例示的なものであって、限定的なものではないと理解される必要があり、本発明の範囲は前述した詳しい説明より特許請求の範囲によって示され、特許請求の範囲の意味及び範囲、そしてその等価概念から導き出されるすべての変更または変更された形が本発明の範囲に含まれると解釈されるべきであろう。   In the above, the nut anchor for road facility installation of the embodiment of the present invention, its construction method, and the road facility were explained. It will be understood from the technical configuration of the present invention that those skilled in the art to which the present invention pertains can be implemented in different specific forms without changing the technical idea or essential features. For this reason, it should be understood that the above-described embodiments are illustrative in all aspects and not restrictive, and the scope of the present invention is indicated by the appended claims rather than the foregoing detailed description. And all modifications or variations derived from the meaning and scope of the claims and their equivalents should be construed as being included within the scope of the present invention.

100 ナットアンカー
110 ヘッド
111 ボルト締結部
112 スプリント
113 締結溝
114 テーパー部
115 レンチ締結部
120 キャップ
130 アンカー棒
131 棒
132 締結部
133 突起
134 締結溝
140 エンド部
141 締結部
142 突起
143 エンド
144 棒
200 道路分離標
210 分離標
211 固定板
212 固定ボルト
213 反射帯
DESCRIPTION OF SYMBOLS 100 Nut anchor 110 Head 111 Bolt fastening part 112 Sprint 113 Fastening groove 114 Taper part 115 Wrench fastening part 120 Cap 130 Anchor rod 131 Rod 132 Fastening part 133 Protrusion 134 Fastening groove 140 End part 141 Fastening part 142 Protrusion 143 End 144 Rod 200 Road Separator 210 Separator 211 Fixing plate 212 Fixing bolt 213 Reflection band

Claims (3)

上部にボルト締結部(111)が形成され、下部に締結溝(113)が形成され、外周面に放射状に所定個数の軸方向スプリント(112)が突出されたヘッド(110)と、
棒(131)の上部と下部にそれぞれ締結部(132)と締結溝(134)が形成され、前記ヘッドと締結されるアンカー棒(130)とを、
有することを特徴とする道路施設物設置用ナットアンカー。
A head (110) in which a bolt fastening part (111) is formed at the upper part, a fastening groove (113) is formed in the lower part, and a predetermined number of axial splints (112) are projected radially on the outer peripheral surface;
Fastening portions (132) and fastening grooves (134) are formed in the upper and lower portions of the rod (131), respectively, and the anchor rod (130) fastened to the head,
A nut anchor for road facility installation characterized by having.
請求項1記載の道路施設物設置用ナットアンカーの施工方法であって、
道路を穿孔し、穿孔した穴の異物を除去した後、前記穴に接着剤を注入し、前記接着剤の硬化後に前記ヘッドを前記アンカー棒から除去できるよう、前記道路施設物設置用ナットアンカーを前記接着剤が充填された前記穴に押し込んで挿入することを、
特徴とする道路施設物設置用ナットアンカーの施工方法。
A construction method of the nut anchor for road facility installation according to claim 1,
After the road is perforated and the foreign matter in the perforated hole is removed, an adhesive is injected into the hole, and the head anchor can be removed from the anchor bar after the adhesive is cured. Inserting it into the hole filled with the adhesive,
A method for constructing a nut anchor for installing road facilities.
請求項1記載の道路施設物設置用ナットアンカーと、
下部に、前記ボルト締結部に締結可能な固定ボルトが突出して一体として形成された道路施設物本体とを、
有することを特徴とする道路施設物。
A nut anchor for road facility installation according to claim 1,
In the lower part, a road facility main body in which a fixing bolt that can be fastened to the bolt fastening portion protrudes and is integrally formed,
Road facilities characterized by having.
JP2009252550A 2009-02-18 2009-11-04 Nut anchor for road facility installation, its construction method, and road facility Expired - Fee Related JP5377233B2 (en)

Applications Claiming Priority (10)

Application Number Priority Date Filing Date Title
KR10-2009-0013479 2009-02-18
KR1020090013479A KR101012674B1 (en) 2009-02-18 2009-02-18 Traffic lane guide stuff with nut-anchor
KR10-2009-0021272 2009-03-12
KR1020090021272A KR101118106B1 (en) 2009-03-12 2009-03-12 Nut anchor for road installations
KR10-2009-0070549 2009-07-31
KR10-2009-0070554 2009-07-31
KR10-2009-0070570 2009-07-31
KR20090070570 2009-07-31
KR1020090070554A KR20110012717A (en) 2009-07-31 2009-07-31 Lane control block with nut-anchor
KR1020090070549A KR20110012713A (en) 2009-07-31 2009-07-31 Road sign bottle with nut-anchor

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JP2010222959A JP2010222959A (en) 2010-10-07
JP5377233B2 true JP5377233B2 (en) 2013-12-25

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JP2016176223A (en) * 2015-03-19 2016-10-06 東洋ゴム工業株式会社 Repavement method of road and anchor coupler

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JP3771134B2 (en) * 2001-02-23 2006-04-26 株式会社明電舎 Anchor device
JP4060680B2 (en) * 2002-10-11 2008-03-12 ユニマテック株式会社 Gaze guidance sign pillar
JP3565512B1 (en) * 2003-08-19 2004-09-15 フジクス株式会社 Removal device, removal method and repair method for existing anchor member
JP4730600B2 (en) * 2006-02-14 2011-07-20 Nok株式会社 Road sign pillar

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