JP5051324B1 - Sidewalk concrete plate, its installation method and temporary sidewalk structure using this concrete plate - Google Patents

Sidewalk concrete plate, its installation method and temporary sidewalk structure using this concrete plate Download PDF

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JP5051324B1
JP5051324B1 JP2012003686A JP2012003686A JP5051324B1 JP 5051324 B1 JP5051324 B1 JP 5051324B1 JP 2012003686 A JP2012003686 A JP 2012003686A JP 2012003686 A JP2012003686 A JP 2012003686A JP 5051324 B1 JP5051324 B1 JP 5051324B1
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sidewalk
concrete plate
sidewalks
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construction
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JP2013142266A (en
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守 上村
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清田 昌弘
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Abstract


【課題】
建築工事や道路工事に於ける占用帯横を通行する歩行者は、工事用重機や車の傍を通行する事になる。その時に、交通事故や重機との接触災害に遭遇する可能性が高まる。
【解決手段】
歩道用コンクリート版の設置により車道と歩道に段差を設け、歩行者の飛び出し防止と保護の為ガードパイプを設置し、対面にH鋼を建て防音パネルを挿入する事により、工事用重機との激突や飛散物から歩行者を保護する。
【選択図】 図1

【Task】
Pedestrians who pass along the occupant belts in construction work and road construction will pass by heavy equipment for construction and cars. At that time, the possibility of encountering traffic accidents and contact accidents with heavy machinery increases.
[Solution]
By installing concrete plates for sidewalks, steps are provided on the roadway and sidewalks, guard pipes are installed to prevent and protect pedestrians from jumping out, H steel is built on the opposite side, and soundproofing panels are inserted to collide with heavy equipment for construction. Protect pedestrians from fire and flying objects.
[Selection] Figure 1

Description

建築工事及び道路工事に於いて道路占用中の歩行者保護に関するものである。   It relates to the protection of pedestrians during road occupations in construction and road construction.

従来、建築工事及び道路工事に於いて道路占用をした場合、歩行者を保護する方法はカラーコーン(登録商標)による仮歩道の区画分けや交通誘導員による誘導を行ってきた。その為、歩行者は車や作業現場内の重機の傍を通行する事になっていた。   Conventionally, in the case of road occupation in building construction and road construction, methods for protecting pedestrians have been division of temporary walkways by Color Cone (registered trademark) and guidance by traffic guides. For this reason, pedestrians were to pass by cars and heavy equipment in the work site.

しかしながら、カラーコーン(登録商標)による仮歩道の区画分けや交通誘導員による誘導では車がぶつかってきた場合や工事用重機がぶつかってきた場合は歩行者保護の観点からみると無意味に近い。また、対向者が来た時には車道側や工事現場内にはみ出すことになり歩行者が車や工事用重機と接触する危険が増すことになる。   However, in the case of a car colliding with a temporary lane division by Color Cone (registered trademark) or guidance by a traffic guide or when a heavy construction machine hits, it is almost meaningless from the viewpoint of pedestrian protection. In addition, when an opponent comes, it will protrude from the roadway side and the construction site, increasing the risk that the pedestrian will come into contact with the vehicle and heavy equipment for construction.

改善策として、メッシュフェンスを仮歩道と車道の境に設置して区分けする方法もあるが、メッシュフェンスは円形ブロックで足元を固定して、メッシュフェンス同士は紐か番線で縛り、単管を使った控えを取らなければ強風によって倒壊する恐れがあった。また、ウェブを上面に向けて設置したH鋼にガードレールを取り付けた製品で仮歩道と車道を分離する方法もあるが、車の激突等によってH鋼がずれないよう設置時にホールインアンカーをアスファルトに打ち込んでボルトで留める必要があり、撤去の時にはホールインアンカーをサンダーもしくはガス切断するためアスファルトを傷めた。それと使用されるH鋼の単位重量は1m当たり100kg〜135kgと軽い為、車の激突ではH鋼が大きくずれるという欠点があった。   As an improvement measure, there is also a method of dividing the mesh fence by setting it at the boundary between the temporary walkway and the roadway. However, the mesh fence is fixed with a circular block and the mesh fences are tied with a string or a wire, and a single pipe is used. Otherwise, there was a risk of collapse due to strong winds. There is also a method of separating the temporary walkway and the roadway with a product with a guard rail attached to the H steel installed with the web facing upward, but the hole-in anchor is set to asphalt during installation so that the H steel does not shift due to a car crash or the like. It was necessary to drive in and bolt it down, and at the time of removal, the asphalt was damaged because it thundered or gas cut the hole-in anchor. Since the unit weight of H steel used with it is as light as 100 kg to 135 kg per meter, there was a drawback that the H steel was greatly shifted in a car crash.

また、工事現場と仮歩道には万能塀で区分けする方法もあるが、材質が弱い為、工事用重機が激突した場合は万能塀が破損し、歩行者をも危険にさらす可能性がある。構造上の問題では、万能塀は単管パイプを打ち込み工事現場側に控えを取るため、万能塀から1m以上の幅で工事現場側が狭くなる。そして、控え側で打ち込む単管パイプの打ち込み長不足や、軟弱地盤だと強風時には歩道側に倒壊する可能性も大きかった。   In addition, there is a method to divide the construction site from the temporary walkway by a universal pot, but the material is weak, so if a construction heavy machine collides, the universal pot is damaged, and the pedestrian may be put at risk. Due to structural problems, the universal wall is driven by a single pipe, and the construction site side is set aside, so the construction site side becomes narrower than the universal wall with a width of 1 m or more. In addition, there was a large possibility of collapsing to the sidewalk side in the case of strong winds due to the lack of driving length of single pipes that were driven on the side of the front side.

コスト面では、従来の仮歩道の方法だと交通整理に交通誘導員を両端に一人ずつ配置することになり、距離が長くなると中間にも交通誘導員の配置が必要になる。そして、工事用重機が仮歩道近くで作業する場合も監視員と交通誘導員の配置が必要になり工事コストもかさむ。   In terms of costs, the conventional temporary walkway method requires one traffic director at each end for traffic control, and it is necessary to arrange a traffic director in the middle as the distance increases. Even when heavy equipment for construction works near a temporary walkway, it is necessary to arrange a supervisor and a traffic guide, which increases construction costs.

この発明はこれら課題を解決するもので、歩道に対して一方向の一端に段差受け側が形成され、他端に段差抑え側が形成された歩道用コンクリート版であって、一方向に交差する別方向の一端付近に凹状の溝が形成され、別方向の対付近に矩形開口部もしくは凹状の溝が形成されていることを特徴とする歩道用コンクリート版であり、これら複数の歩道用コンクリート版を一体化した歩道として用いるものである。
The present invention solves these problems, sidewalk step receiving side is formed in one direction at one end against, a sidewalk concrete plate stepped restrained side is formed at the other end, another intersecting the one direction A concrete plate for sidewalks, characterized in that a concave groove is formed near one end in the direction and a rectangular opening or a concave groove is formed near a pair in another direction. It is used as an integrated sidewalk.

上記(0007)に記載した凹状の溝底部に逆T型の切鉤を施す事により、ガードパイプもしくは転落防止柵を逆T型の切鉤に沿わせてスライド挿入できる構造として用いる。
By applying an inverted T-shaped cutting to the concave groove bottom described in (0007) above , the guard pipe or the fall prevention fence is used as a structure that can be slid and inserted along the inverted T-shaped cutting.

上記(0007)に記載した一方向に交差する別方向一端の歩道用コンクリート版上部に設けた矩形開口部に図1と図5に示すようにH鋼を建て込み、H鋼のフランジとフランジの間に防音パネルを挿入して用いる。   As shown in FIGS. 1 and 5, H steel is built in a rectangular opening provided in the upper part of the concrete plate for sidewalk at one end in the other direction intersecting with one direction described in (0007), and the flange of the H steel and the flange Insert a soundproof panel between them.

上記(0007)に記載した一方向に交差する別方向一端もしくは両端の歩道用コンクリート版上部に設けた凹状の溝に、支柱金物を挿入設置する事により、一端もしくは両端にガードパイプもしくは転落防止柵の設置を行える構造として用いる。   A guard pipe or fall prevention fence is installed at one end or both ends by inserting and installing strut hardware in a concave groove provided in the upper part of the concrete plate for sidewalks at one end or both ends in one direction intersecting one direction described in (0007) above. It is used as a structure that can be installed.

上記(0007)に記載した一方向に交差する別方向一端もしくは両端の歩道用コンクリート版上部に設けた凹状の溝を縁石と同じ幅で設ける事により、一端もしくは両端に縁石の挿入設置を行える構造として用いる。   A structure in which curbstones can be inserted and installed at one end or both ends by providing a concave groove provided in the upper part of the concrete plate for sidewalks at one end or both ends in another direction intersecting one direction described in (0007) above. Used as

本発明は車道と歩道に例えば実施例で示すように20cm〜40cm程度の段差を設けることにより車止めの効果を持たせ、歩道用コンクリート版の重量を例えば1枚当たり1300kg程度に設定し重ね合わせる事で一体化し、車の激突でもずれにくくする。   In the present invention, for example, as shown in the embodiment, a step of about 20 cm to 40 cm is provided on the roadway and the sidewalk to give a car stop effect, and the weight of the concrete plate for sidewalk is set to, for example, about 1300 kg per sheet and overlapped. To make it difficult to slip even if a car crashes.

前記(0009)に示したガードパイプを設置する事により歩行者が車道にはみ出すことを防ぐ事ができる。   By installing the guard pipe shown in the above (0009), it is possible to prevent a pedestrian from protruding onto the roadway.

前記(0008)に示したH鋼の持つ剛性と防音効果のあるパネルを設置する事により工事現場と歩道を分離し歩行者を保護しつつ、工事現場の音や飛散物からも歩行者を保護する。   Protecting pedestrians from sound and scattered objects at the construction site while protecting the pedestrian by separating the construction site from the sidewalk by installing the panel with the rigidity and soundproofing effect of H steel shown in (0008) above To do.

上記構成で簡単に歩道が確立するので交通誘導員や監視員などの配置が不要になり、アスファルトなどを傷める事無く設置と撤去が可能になる。また、本歩道用コンクリート版は単体での組み合わせ形になっているので破損した場合でも部分補修が可能である。従がって、地震等で歩道が隆起及び陥没した時でも部分補修により早期復旧が可能であり工期短縮ができる。また、本歩道用コンクリート版自体が単体であり潰れ難いコンクリート製品である事から転用可能品でもある。だから、従来工法では産業廃棄物として処分されていた歩道部分のアスファルトやコンクリート、コンクリート二次製品の産廃処理が不要になり、産業廃棄物の排出量削減と工事コスト削減及び環境面にも貢献しうる。   Since the sidewalk is easily established with the above configuration, it is not necessary to arrange traffic directors or surveillance personnel, and installation and removal can be performed without damaging asphalt. In addition, since the concrete plate for sidewalks is a single unit combination, partial repair is possible even if it is damaged. Therefore, even when the sidewalk rises or sinks due to an earthquake or the like, it can be restored early by partial repair, and the construction period can be shortened. In addition, the concrete plate for the sidewalk itself is a single product that can be diverted because it is a concrete product that is not easily crushed. This eliminates the need for industrial waste treatment of asphalt, concrete, and secondary concrete products on the sidewalks that were disposed of as industrial waste in the conventional construction method, contributing to reductions in industrial waste emissions, construction costs, and environmental aspects. sell.

本発明品歩道用コンクリート版の一方向に交差する一端矩形開口部に防音パネル支柱とパネル、他端ガードパイプ設置例での状態を示す斜況図である。It is an oblique view which shows the state in the example of installation of a soundproof panel support | pillar and a panel, and the other end guard pipe in the rectangular opening part of one end which cross | intersects one direction of the concrete plate for sidewalk of this invention. 本発明品歩道用コンクリート版の単独平面図である。It is a single top view of the concrete plate for sidewalks of this invention. 本発明品歩道用コンクリート版の単独横端面図である。It is a single horizontal end view of the concrete plate for sidewalk of the present invention. 本発明品歩道用コンクリート版の図2のA−A縦断面図である。It is AA longitudinal cross-sectional view of FIG. 2 of the concrete plate for sidewalks of this invention. 本発明品歩道用コンクリート版図1の縦断面図である。FIG. 2 is a longitudinal sectional view of the concrete plate for sidewalk of the present invention in FIG. 1. 本発明品歩道用コンクリート版を曲線道路部に適用した場合の設置平面図である。It is an installation top view at the time of applying the concrete version for sidewalk of this invention to a curved road part. 本発明品歩道用コンクリート版の一方向に交差する一端矩形開口部に防音パネル支柱とパネル、他端縁石挿入例での状態を示す斜況図である。It is an oblique view which shows the state in the example of a soundproof panel support | pillar and a panel, and the other end curb stone insertion in the rectangular opening part of one end which cross | intersects one direction of the concrete plate for sidewalk of this invention. 本発明品歩道用コンクリート版の一方向に交差する別方向両端の歩道用コンクリート版上部に逆T型凹状の溝を設けた時の一端ガードパイプ設置、他端縁石挿入例での状態を示す斜況図である。This invention shows a state in which a guard pipe is installed at one end and a curb is inserted at the other end when an inverted T-shaped concave groove is provided in the upper part of the concrete plate for sidewalks at both ends in different directions intersecting with one direction of the concrete plate for sidewalk. It is a situation chart. 本発明品歩道用コンクリート版の一方向に交差する別方向両端の歩道用コンクリート版上部に逆T型凹状の溝を設けた時の両端ガードパイプ設置例での状態を示す斜況図である。It is an oblique view which shows the state in the example of both-ends guard pipe installation at the time of providing the reverse T-shaped concave groove | channel in the upper part of the concrete plate for sidewalks of the other direction which cross | intersects one direction of this invention product concrete plate for sidewalks. 本発明品歩道用コンクリート版の一方向に交差する別方向両端の歩道用コンクリート版上部に逆T型凹状の溝を設けた時の両端縁石挿入例での状態を示す斜況図である。It is an oblique view which shows the state in the example of both-ends curb stone insertion when an inverted T type concave groove is provided in the upper part of the concrete plate for sidewalks of the other direction which cross | intersects one direction of this invention product concrete plate for sidewalks. 本発明品歩道用コンクリート版の一方向に交差する一端矩形開口部に防音パネル支柱とパネル、他端ガードパイプ設置例での曲線道路部に適用した場合の状態を示す斜況図である。It is an oblique view which shows the state at the time of applying to the curved road part in the example of installation of a soundproof panel support | pillar and a panel, and the other end guard pipe in the rectangular opening part of one end which cross | intersects one direction of the concrete plate for sidewalk of this invention. 本発明品歩道用コンクリート版の一方向に交差する一端矩形開口部に防音パネル支柱とパネル、他端縁石挿入例での曲線道路部に適用した場合の状態を示す斜況図である。It is an oblique view which shows the state at the time of applying to the curved road part in a soundproof panel support | pillar and a panel, and the other end curb stone insertion in the rectangular opening part of one end which cross | intersects one direction of the concrete plate for sidewalk of this invention. 本発明品歩道用コンクリート版の一方向に交差する別方向両端の歩道用コンクリート版上部に逆T型凹状の溝を設けた時の一端ガードパイプ設置、他端縁石挿入例での曲線道路部に適用した場合の状態を示す斜況図である。One side guard pipe installation when the reverse T-shaped concave groove is provided in the upper part of the sidewalk concrete plate at both ends intersecting with one direction of the present invention sidewalk concrete plate. It is a diagonal diagram which shows the state at the time of applying. 本発明品歩道用コンクリート版の一方向に交差する別方向両端の歩道用コンクリート版上部に逆T型凹状の溝を設けた時の両端ガードパイプ設置例での曲線道路部に適用した場合の状態を示す斜況図である。State when the present invention product is applied to a curved road portion in a guard pipe installation example at both ends when an inverted T-shaped concave groove is provided on the upper side of the concrete plate for sidewalks in both directions intersecting one direction of the concrete plate for sidewalks FIG. 本発明品歩道用コンクリート版の一方向に交差する別方向両端の歩道用コンクリート版上部に逆T型凹状の溝を設けた時の両端縁石挿入例での曲線道路部に適用した場合の状態を示す斜況図である。The state of the present invention applied to a curved road portion in an example of inserting curb stones at both ends when an inverted T-shaped concave groove is provided in the upper part of the concrete plate for sidewalks at both ends intersecting one direction in the direction of the concrete plate for sidewalks. FIG.

図1〜図15に実施する形態を示す。図1は本歩道用コンクリート版の一方向に交差する一端矩形開口部に防音パネル支柱とパネル、他端ガードパイプ設置例での状態を示す斜況図である。図2〜図4は本歩道用コンクリート版の仕様になり、図2は本歩道用コンクリート版の単独平面図。図3は本歩道用コンクリート版の単独横端図。図4は本歩道用コンクリート版図2のA−A縦断面図である。図5は本歩道用コンクリート版図1の縦断面図。図6は本歩道用コンクリート版を曲線道路部に適用した場合の設置平面図である。図7は本歩道用コンクリート版の一方向に交差する一端矩形開口部に防音パネル支柱とパネル、他端縁石挿入例での状態を示す斜況図である。図8は本歩道用コンクリート版の一方向に交差する両端逆T型凹状の溝を設けた時の一端ガードパイプ、他端縁石挿入例での斜況図である。図9は本歩道用コンクリート版の一方向に交差する両端逆T型凹状の溝を設けた時の両端ガードパイプ設置例での斜況図である。図10は本歩道用コンクリート版の一方向に交差する両端逆T型凹状の溝を設けた時の両端縁石挿入例での斜況図である。図11は本歩道用コンクリート版の一端矩形開口部に防音パネル支柱とパネル、他端ガードパイプ設置例での曲線道路部に適用した場合の状態を示す斜況図である。図12は本歩道用コンクリート版の一端矩形開口部に防音パネル支柱とパネル、他端縁石挿入例での曲線道路部に適用した場合の状態を示す斜況図である。図13は本歩道用コンクリート版の一端ガードパイプ設置、他端縁石挿入例での曲線道路部に適用した場合の状態を示す斜況図である。図14は本歩道用コンクリート版の両端ガードパイプ設置例での曲線道路部に適用した場合の状態を示す斜況図である。図15は本歩道用コンクリート版の両端縁石挿入例での曲線道路部に適用した場合の状態を示す斜況図である。   Embodiments shown in FIGS. 1 to 15 are shown. FIG. 1 is an oblique view showing a state in an example in which a soundproof panel column, a panel, and the other end guard pipe are installed in a rectangular opening at one end that intersects one direction of the concrete plate for sidewalk. 2 to 4 are the specifications of the concrete plate for the sidewalk, and FIG. 2 is a single plan view of the concrete plate for the sidewalk. Fig. 3 is a single side view of the concrete plate for the sidewalk. FIG. 4 is an AA longitudinal sectional view of the concrete plate for a sidewalk in FIG. FIG. 5 is a longitudinal sectional view of the concrete plate for a sidewalk in FIG. FIG. 6 is an installation plan view when the concrete plate for sidewalk is applied to a curved road portion. FIG. 7 is an oblique view showing a state in which the soundproof panel column and the panel and the other end curb stone are inserted into the rectangular opening at one end that intersects one direction of the concrete plate for sidewalk. FIG. 8 is an oblique view of an example in which one end guard pipe and the other end curb stone are inserted when a both-side inverted T-shaped concave groove intersecting in one direction of the sidewalk concrete slab is provided. FIG. 9 is an oblique view of an installation example of guard pipes at both ends when an inverted T-shaped concave groove at both ends intersecting in one direction of the concrete plate for sidewalk is provided. FIG. 10 is an oblique view of an example of both-end curb stone insertion when a both-side inverted T-shaped concave groove intersecting in one direction of the concrete plate for sidewalk is provided. FIG. 11 is a diagonal view showing a state in which the soundproof panel column and panel and the other end guard pipe are applied to the curved road portion in the example of the one end rectangular opening of the concrete plate for sidewalk. FIG. 12 is an oblique view showing a state when applied to a curved road portion in an example in which a soundproof panel column and a panel and the other end curb are inserted into one end rectangular opening of the concrete plate for sidewalk. FIG. 13 is an oblique view showing a state when applied to the curved road portion in the example of installing the guard pipe at one end of the concrete plate for the sidewalk and inserting the curb at the other end. FIG. 14 is an oblique view showing a state when applied to a curved road portion in an example of installing a guard pipe at both ends of the concrete plate for sidewalk. FIG. 15 is an oblique view showing a state when applied to a curved road portion in an example in which both ends of the concrete plate for sidewalk are inserted.

以下、歩道用コンクリート版実施例の一例を図面に基づいて説明する。図1に示す歩道用コンクリート版3はアスファルト上もしくは、不陸整正後の地盤に設置する。アスファルト上もしくは、不陸整正後の地盤には多少の凹凸面が残っているので砂もしくは空練りのモルタルと砂の混合セメントを下に2〜3cm敷き詰め地盤と歩道用コンクリート版3の密着性を高める事により全体荷重にて不同沈下を抑える。   Hereinafter, an example of a concrete version for sidewalk will be described with reference to the drawings. The concrete plate 3 for sidewalk shown in FIG. 1 is installed on asphalt or on the ground after unevenness correction. Since there is some uneven surface on the asphalt or the ground after unevenness adjustment, the adhesion between the ground and the concrete plate 3 for the sidewalk is spread with 2-3 cm of sand or a mixture of sand and empty mortar and sand. By increasing, the uneven settlement is suppressed by the overall load.

図2に示す歩道用コンクリート版3を一方向に交差する両端に空けた円形開口4の中で、図3に示す歩道用コンクリート版3と一体化させた吊環5にフック型の吊具を掛けクレーンにて計画位置に設置する。この時、防音パネル支柱建て込み用開口6側を工事現場側に、凹状の支柱金物スライド用溝8側を車道側に設置する。   2 is hung on a suspension ring 5 integrated with the sidewalk concrete plate 3 shown in FIG. 3 in a circular opening 4 opened at both ends intersecting the sidewalk concrete plate 3 in one direction. Install it at the planned position with a crane. At this time, the opening 6 side for building the soundproof panel column is set on the construction site side, and the concave column metal slide groove 8 side is set on the roadway side.

図3に示す一方向片側にある階段状の段差受け側13に対面側の段差抑え側14を重ね合わせて載せていく事による複数使用を行い、歩道用コンクリート版3を一体化させ歩道の供用部分を設置していく。この歩道用コンクリート版3を設置する事で、車止め代わりである20cm〜40cmの段差が生まれ歩行者を車から保護する。また、車が激突しても歩道用コンクリート版の重量を好ましくは1枚当たり1300kg程度にすると乗用車と同じ程度の重量になり、重ね合わせる事で一体化した構造により何倍もの重量が加わるのでずれにくくなる。   The use of the sidewalk is made by integrating the sidewalk concrete slab 3 by using the stepped side 14 on one side in one direction shown in FIG. Install the parts. By installing this concrete plate 3 for sidewalks, a step of 20 cm to 40 cm as a substitute for a car stop is born and protects the pedestrian from the car. Also, even if the car crashes, if the weight of the concrete plate for sidewalk is preferably about 1300kg per piece, it will be the same weight as a passenger car, and the overlapping structure will add many times the weight, so it will shift It becomes difficult.

図1に示す防音パネル支柱建て込み用開口6に防音パネル支柱1の先端部分をクレーンで吊り上げ垂直方向に建て込む。   The tip of the soundproof panel support 1 is lifted with a crane and installed in the vertical direction in the opening 6 for building the soundproof panel support shown in FIG.

図5に示す間詰め金物7にて防音パネル支柱1と防音パネル支柱建て込み用開口6の内壁を押す事により歩道用コンクリート版3と鉄の強度で一体化させる。また、間詰め金物7は鉄の横ネジ式とするため、狭い開口でも開口上部から強固に防音パネル支柱1と防音パネル支柱建て込み用開口6の内壁を押す事ができ、隙間を完全に無くしH鋼の転倒を防ぐ。   By pressing the inner walls of the soundproof panel support 1 and the opening 6 for mounting the soundproof panel support with the padding 7 shown in FIG. 5, the sidewalk concrete plate 3 is integrated with the strength of the iron. Moreover, since the padding 7 is an iron horizontal screw type, the inner wall of the soundproof panel support 1 and the soundproof panel support opening 6 can be pushed firmly from the top of the opening even in a narrow opening, eliminating the gap completely. Prevents H steel from falling.

図1に示すように防音パネル支柱1のフランジとフランジの間に防音パネル2を挿入する事により、防音パネル支柱1と防音パネル2が工事用重機の激突、音や飛散物から歩行者を保護する。防音パネル2は防音パネル支柱(H鋼)1のフランジとフランジの間の溝に挿入するため溶接やボルト締め等の工程も省け施工性も向上する。   As shown in FIG. 1, by inserting a soundproof panel 2 between the flanges of the soundproof panel support 1, the soundproof panel support 1 and the soundproof panel 2 protect pedestrians from collisions, sounds, and scattered objects of heavy equipment for construction. To do. Since the soundproof panel 2 is inserted into the groove between the flanges of the soundproof panel support (H steel) 1, the steps such as welding and bolting are omitted, and the workability is improved.

図5に示す凹状のガードパイプ支柱金物スライド用溝8に沿わせ、スライドさせる形でガードパイプ支柱金物10を挿入しガードパイプ支柱11を接合する。この支柱金物スライド用溝8にはガードパイプ転倒防止用逆T型切鉤9を設け、車道側にも歩道側にも転倒しないよう工夫されている。また、凹状の支柱金物スライド用溝8は排水路の役目も果たす。   The guard pipe strut hardware 10 is inserted and joined to the guard pipe strut 11 along the concave guard pipe strut hardware slide groove 8 shown in FIG. The support hardware slide groove 8 is provided with a reverse T-type cutting bar 9 for preventing the guard pipe from falling over, so that it does not fall down on the side of the roadway or the sidewalk. Moreover, the concave support | pillar hardware slide groove | channel 8 also plays the role of a drainage channel.

ガードパイプ支柱金物10とガードパイプ支柱11を凹状のガードパイプ支柱金物スライド用溝8へ挿入しない時には図7及び図8と図10に示すように、幅10cm〜22cm、好ましくは15cm〜20cmの縁石16を挿入して設置する溝としても使用できる。   When the guard pipe strut hardware 10 and the guard pipe strut 11 are not inserted into the concave guard pipe strut hardware slide groove 8, as shown in FIGS. 7, 8 and 10, a curb stone having a width of 10 cm to 22 cm, preferably 15 cm to 20 cm. It can also be used as a groove in which 16 is inserted.

図1及び図8と図9に示すガードパイプ支柱金物10とガードパイプ支柱金物10の間に出来るガードパイプ支柱金物スライド用溝8の隙間にはグレーチング15を設置する事で歩行者がガードパイプ支柱金物スライド用溝8に足が嵌らないようにする。   A pedestrian can install a grating 15 in the gap 8 between the guard pipe strut hardware 10 and the guard pipe strut hardware 10 formed between the guard pipe strut hardware 10 and the guard pipe strut hardware 10 shown in FIGS. Make sure that your feet do not fit into the hardware slide groove 8.

図5に示すガードパイプ支柱11にガードパイプ12を取り付ける事によって歩行者が歩道用コンクリート版3から車道側に飛び出さないように保護する。   By attaching the guard pipe 12 to the guard pipe column 11 shown in FIG. 5, the pedestrian is protected from jumping out from the sidewalk concrete plate 3 to the roadway side.

図6及び図11図12図13図14図15に示すように歩道用コンクリート版3の段差受け側13と段差抑え側14の隙間を扇状の弧側を最大40cmまで広げることで、曲線道路でも重ね合わせによる一体化を損なう事なく設置する事ができる。一体化するメリットは強風時に風圧で防音パネル支柱1と防音パネル2が倒壊しないようにする事と歩道用コンクリート版3が設置後に車や工事用重機の激突でずれないようにする為である。また、開いた隙間には砂を水締めで埋め、上部モルタルで抑える。段差受け側13は、端部においては蹴上り幅10cm〜20cm踏面幅25cmの階段機能をも併せ持つ。   As shown in FIGS. 6, 11, 12, 13, 14, and 15, the gap between the step receiving side 13 and the step restraining side 14 of the concrete plate 3 for sidewalks is widened up to a maximum of 40 cm on the fan-shaped arc side. It can be installed without losing integration by overlapping. The merit of integrating is to prevent the soundproof panel support 1 and the soundproof panel 2 from collapsing due to wind pressure in a strong wind, and to prevent the sidewalk concrete plate 3 from being displaced by a collision of a heavy machine for construction work or construction after installation. Also, fill the open gap with water and hold it with upper mortar. The step receiving side 13 also has a staircase function with a kick width of 10 cm to 20 cm and a tread width of 25 cm at the end.

歩道用コンクリート版を重ね合わせ一体化する事により、歩道用コンクリート版3の重量とH鋼の強度で防音パネル支柱1と防音パネル2は強風にも耐えうる構造を持ち、工事用重機が激突してもH鋼により歩行者を保護できる。歩道用コンクリート版3の段差受け側段差抑え側を設ける事により、曲線道路部でも一体化を阻害されない。曲線道路部で発生する隙間に関しても、受け側抑え側の段差10cm〜20cmが型枠代わりになり一方だけ蓋をすれば砂とモルタルで押える事ができて施工も容易である。また、歩道用コンクリート版3の設置により20cm〜40cmの段差が生まれ車止めが車道と歩道の間にできる。   By integrating and integrating the concrete plates for sidewalks, the soundproof panel support 1 and soundproof panel 2 have a structure that can withstand strong winds due to the weight of the concrete plate 3 for sidewalks and the strength of H steel, and heavy equipment for construction collides. But H steel can protect pedestrians. By providing the step receiving side step suppressing side of the concrete plate 3 for sidewalk, the integration is not hindered even in the curved road portion. Concerning the gap generated in the curved road part, the step 10 cm to 20 cm on the receiving side restraint side can be used instead of the formwork, and if only one is covered, it can be pressed with sand and mortar and construction is easy. Moreover, a step of 20 cm to 40 cm is created by installing the concrete plate 3 for sidewalks, and the car can be stopped between the roadway and the sidewalk.

ガードパイプ支柱金物10はスライド式になっているので、自由な位置に設置でき曲線道路部でもガードパイプ支柱ピッチでの加工や穿孔する工程が省ける。ガードパイプ支柱金物スライド用溝8に空洞を設ける事により歩道上に水溜りができないよう排水路としての機能も果たす。ガードパイプ支柱金物を挿入しない時には縁石を挿入設置する溝としても使用できる為、墨出しをして導糸を引っ張る作業や勘違いによって設置位置を間誤える事がなくなる上に作業が容易である。   Since the guard pipe strut hardware 10 is slidable, it can be installed at a free position, and processing and drilling at a guard pipe strut pitch can be omitted even on a curved road. By providing a cavity in the guard pipe strut hardware slide groove 8, it also functions as a drainage channel so that water cannot be collected on the sidewalk. When the guard pipe support hardware is not inserted, it can also be used as a groove for inserting and installing a curbstone, so that the installation position is not mistaken due to the work of drawing the ink and pulling the yarn, and the work is easy.

支柱金物スライド用溝8にはガードパイプ転倒防止用逆T型切鉤9を底部両端に設け、ガードパイプ支柱金物10の底部両端に突起を施す事によりガードパイプの転倒がなくなる。   The support metal slide groove 8 is provided with guard pipe toppling prevention reverse T-shaped cutting rods 9 at both ends of the bottom, and projections are applied to both ends of the bottom of the guard pipe support 10 to prevent the guard pipe from overturning.

防音パネル支柱1はコンクリート版上部の防音パネル支柱建て込み用開口6から垂直に建て込む構造とし、間詰め金物7を使用する事により隙間を鉄の強度で無くし、転倒を防ぎ、歩道用コンクリート版3と一体化する。地面やアスファルト上にアンカーやH鋼杭の穿孔をすることなく設置出来るので工期も短期間での設置が可能となり、撤去後も補修の必要がなくなる。設置後は、歩道と車道の段差による分離、歩道と工事現場とのH鋼と防音パネルによる分離が完全に行われるので、交通誘導員の配置や監視人の配置が不要になり工事コストが削減される。   The soundproof panel support 1 is constructed so as to be built vertically from the opening 6 for the soundproof panel support at the top of the concrete plate. By using the padding 7, the gap is eliminated by the strength of the iron, preventing the fall, and the concrete plate for sidewalk 3 and integrated. Since it can be installed on the ground or asphalt without drilling anchors or H steel piles, it can be installed in a short period of time, and repair is not required after removal. After installation, separation by the step between the sidewalk and the roadway, separation between the sidewalk and the construction site by H steel and soundproof panel is done completely, so there is no need to arrange traffic directors or supervisors and reduce construction costs Is done.

1 防音パネル支柱(H鋼)
2 防音パネル
3 歩道用コンクリート版
4 吊環用開口
5 吊環
6 防音パネル支柱建て込み用開口
7 間詰め金物
8 ガードパイプ支柱金物スライド用溝
9 ガードパイプ転倒防止用逆T型切鉤
10 ガードパイプ支柱金物
11 ガードパイプ支柱
12 ガードパイプ
13 段差受け側
14 段差抑え側
15 グレーチング
16 縁石
1 Soundproof panel support (H steel)
2 Soundproof panel 3 Sidewalk concrete plate 4 Suspension ring opening 5 Suspension ring 6 Soundproof panel strut opening 7 Filling hardware 8 Guard pipe strut hardware slide groove 9 Guard pipe struts inverted T-shaped cutting bar 10 Guard pipe strut hardware 11 Guard pipe support 12 Guard pipe 13 Step receiving side 14 Step suppressing side 15 Grating 16 Curb

Claims (5)

一方向の一端に段差受け側が形成され、他端に段差抑え側が形成された歩道用コンクリート版において、一方向に交差する別方向の一端付近に凹状の溝が形成され、別方向の対付近に矩形開口部もしくは凹状の溝が形成されていることを特徴とする歩道用コンクリート版。 In the concrete plate for sidewalks where the step receiving side is formed at one end in one direction and the step restraining side is formed at the other end, a concave groove is formed near one end in another direction intersecting one direction, and near the pair in the other direction A concrete plate for sidewalks characterized in that a rectangular opening or a concave groove is formed. 凹状の溝が逆T型凹状であることを特徴とする請求項1記載の歩道用コンクリート版。The concrete plate for sidewalk according to claim 1, wherein the concave groove is an inverted T-shaped concave shape. 複数の歩道用コンクリート版を一体化した仮歩道であって、矩形開口部にH鋼を建て込み、H鋼のフランジとフランジの間に防音パネルを挿入することを特徴とする請求項1記載の歩道用コンクリート版を用いた仮歩道構造。The temporary walkway in which a plurality of concrete plates for walkways are integrated, wherein H steel is built in a rectangular opening, and a soundproof panel is inserted between the flanges of the H steel. Temporary sidewalk structure using concrete plates for sidewalks. 複数の歩道用コンクリート版を一体化した仮歩道であって、凹状の溝にガードパイプ支柱金物をスライド挿入し、ガードパイプを取り付けることを特徴とする請求項1記載の歩道用コンクリート版を用いた仮歩道構造。A temporary sidewalk in which a plurality of sidewalk concrete plates are integrated, and a guard pipe support hardware is slid into a concave groove and a guard pipe is attached. Temporary trail structure. 複数の歩道用コンクリート版を一体化した仮歩道であって、凹状の溝に縁石を挿入したことを特徴とする請求項1記載の歩道用コンクリート版を用いた仮歩道構造。The temporary walkway structure using the concrete plate for sidewalks according to claim 1, wherein the sidewalk is a temporary walkway in which a plurality of concrete plates for sidewalks are integrated, and a curb is inserted into a concave groove.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104343069A (en) * 2013-07-31 2015-02-11 江苏嘉贤米业有限公司 Field mud removal ramp
CN111074712A (en) * 2019-12-17 2020-04-28 玉溪市新特材料有限公司 Modularized road surface and bridge floor

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4521893Y1 (en) * 1965-06-15 1970-08-31
JPS5943505U (en) * 1982-09-13 1984-03-22 株式会社武井工業所 Sidewalk blocks that can be installed with protective fences
JPH0333305A (en) * 1989-06-29 1991-02-13 Hidemitsu Kakudou Natural-stone water-permeable slab block
JP2006138068A (en) * 2004-11-10 2006-06-01 Nippon Steel Metal Prod Co Ltd L-shaped gutter equipped with earth retaining wall

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4521893Y1 (en) * 1965-06-15 1970-08-31
JPS5943505U (en) * 1982-09-13 1984-03-22 株式会社武井工業所 Sidewalk blocks that can be installed with protective fences
JPH0333305A (en) * 1989-06-29 1991-02-13 Hidemitsu Kakudou Natural-stone water-permeable slab block
JP2006138068A (en) * 2004-11-10 2006-06-01 Nippon Steel Metal Prod Co Ltd L-shaped gutter equipped with earth retaining wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104343069A (en) * 2013-07-31 2015-02-11 江苏嘉贤米业有限公司 Field mud removal ramp
CN111074712A (en) * 2019-12-17 2020-04-28 玉溪市新特材料有限公司 Modularized road surface and bridge floor

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