JP5688040B2 - Partition structure - Google Patents

Partition structure Download PDF

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JP5688040B2
JP5688040B2 JP2012051166A JP2012051166A JP5688040B2 JP 5688040 B2 JP5688040 B2 JP 5688040B2 JP 2012051166 A JP2012051166 A JP 2012051166A JP 2012051166 A JP2012051166 A JP 2012051166A JP 5688040 B2 JP5688040 B2 JP 5688040B2
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partition structure
horizontal member
vertical portion
protective
wall
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JP2013185357A5 (en
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国夫 村上
国夫 村上
知之 次廣
知之 次廣
正吾 奈良
正吾 奈良
倫秀 三浦
倫秀 三浦
恵司 英
恵司 英
治男 泉谷
治男 泉谷
智靖 藤田
智靖 藤田
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Obayashi Corp
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本発明は、主として車両の通行路線の工事や路線相互に沿って設置を簡便とした質量と強度のある仮設的又は恒久的な仕切り構造体に関するものである。   The present invention mainly relates to a temporary or permanent partition structure having mass and strength, which is easy to install along the construction of a traffic route of a vehicle and along each other.

従来より、車両の通行路線の路側等で工事を行う場合或いは左右路線を仕切る場合等において、工事の安全及び通行車両の通行に支障が生じないように仕切り構造体を設置している。該仕切り構造体としてはカラーコーン(登録商標)や鋼製・木製・樹脂製・FRP製等のバリケ-ドのような簡易なものの他、コンクリート製や、H形鋼とガードレールを組み合わせたもの、コンクリートブロックとガードレールを組み合わせたもの、鋼板を独自の形状に加工したもの、複数のH形鋼や覆工板などの鋼材を組立てその道路側にガードレールを取り付けたもの等があり、仮設的なものから恒久的なものまで様々な仕切り構造体がある。その内、恒久的なものの一部には該仕切り構造体を防護柵とし、該防護柵に対して実際に車両を衝突させ(実車衝突実験)、衝突後の車両の挙動や車両の乗員に与える影響、該防護柵の損傷等を検証し、防護柵として安全性が確保できる構造や形状のものが用いられるようにしているものがある。   2. Description of the Related Art Conventionally, a partitioning structure has been installed so as not to hinder the safety of construction and the passage of a passing vehicle when the construction is performed on the road side of the vehicle's traffic route or when the left and right routes are partitioned. As the partition structure, a simple one such as a color cone (registered trademark) or a barricade made of steel, wood, resin, FRP, etc., concrete, or a combination of H-shaped steel and a guardrail, There is a combination of concrete blocks and guardrails, a steel plate processed into a unique shape, a steel material such as multiple H-shaped steels and lining plates, and a guardrail attached to the road side. There are various partition structures ranging from permanent to permanent. Among them, the permanent structure is used as a protection fence for a part of the permanent structure, and the vehicle is actually collided with the protection fence (actual vehicle collision test), and given to the behavior of the vehicle after the collision and the vehicle occupant. There are some which verify the influence, damage of the protective fence, etc., and use a protective fence having a structure and shape capable of ensuring safety.

他方、車両の通行路線の路側には騒音、排気ガス、飛散物等を遮る高さのある遮蔽手段としての防護壁が設置されているが、該防護壁としては、遮音板、万能塀、H形鋼と木製・鋼製等の横矢板を組み合わせたもの、高さのある遮光ネット等のもの等があり、これらのものは、施工現場の地盤や床版上に基礎を構築し、又は鋼管を土中に打ち込んで基礎とし、その基礎より上記した壁状のものを高く立ち上げるようにしている。   On the other hand, a protective wall is installed on the road side of the vehicle as a shielding means having a height to block noise, exhaust gas, scattered matter, etc. As the protective wall, a sound insulating plate, a universal wall, H There is a combination of shaped steel and wooden and steel sheet piles, a light-shielding net with a height, etc. These are constructed on the ground or floor slab of the construction site, or steel pipe Is placed in the soil and used as a foundation, and the above-mentioned wall-shaped objects are raised higher than the foundation.

上記のように、従来の車両の通行路線に係る仕切り構造体においては、単なる路線相互の仕切りや通路部分と工事部分とを分ける仕切りとしての機能或いは車両の進入を阻止する構造物としての機能と、騒音、排気ガス、飛散物等の進入防止をする遮蔽機能或いは目線を避ける目隠し機能或いは逆に視線を生かす機能とはそれぞれ異なるものとしてその機能を充足させるべく目的の異なる仕切り構造体として各々が単独に構築されていた。更に、強度を必要とするものにあっては施工現場において基礎を構築し、その基礎上に構造体を構築していた。従って、様々な機能を有し且つ強度のあるものを一体のものとして施工現場で迅速に構築するという考えはなかった。   As described above, in the conventional partition structure related to the traffic route of a vehicle, a function as a mere partition between routes, a partition that separates a passage portion and a construction portion, or a function as a structure that prevents entry of a vehicle. As a partition structure with different purposes to satisfy its functions, it is different from the shielding function for preventing the entry of noise, exhaust gas, scattered matters, etc. It was built alone. Furthermore, for those requiring strength, a foundation was constructed at the construction site, and a structure was constructed on the foundation. Therefore, there has been no idea of quickly building a unit having various functions and strength as a single unit at the construction site.

既設の通行路線を有する施工現場での作業は、交通規制を伴う場合が多く、場合によっては夜間の所定の時間等の限られた時間内により多くの作業を行うことが求められている。作業の短縮化は労働災害の発生を抑え、工事価格を抑えることができることになるが、その観点から施工現場での工事の迅速化を図ったものとして下記する特許文献1、2がある。   The work on the construction site having the existing traffic route is often accompanied by traffic regulation, and in some cases, it is required to perform more work within a limited time such as a predetermined time at night. The shortening of the work can suppress the occurrence of occupational accidents and the construction cost, but there are Patent Documents 1 and 2 described below as an attempt to speed up the construction at the construction site from this viewpoint.

図10に示す特許文献1は、鉄箱の基礎Aの上面に支柱取付筒Bを設け、更に該基礎Aの上面にH形鋼挿通筒Cを一体的に取付け、該支柱取付筒Bに支柱Dを挿着し、該支柱Dの上部に防護柵本体Eをボルトとナットによって固定支持している。上記構成の基礎Aの複数個を施工現場において並べ、該H形鋼挿通筒CにH形鋼Fを挿通して連結することにより防護柵としての支持構造を提供している。該基礎Aは地盤上に設置するだけでもよいし、該基礎Aの下側に取付けられている金具Gを介しアンカーによって該地盤に固定するだけでよく、施工現場での作業の短縮化を図ったものである。   In Patent Document 1 shown in FIG. 10, a column mounting cylinder B is provided on the upper surface of the foundation A of the iron box, and an H-shaped steel insertion cylinder C is integrally mounted on the upper surface of the foundation A, and the column is mounted on the column mounting cylinder B. D is inserted, and a guard fence body E is fixed and supported on the upper part of the support column D by bolts and nuts. A support structure as a protective fence is provided by arranging a plurality of foundations A having the above-mentioned configuration at the construction site and inserting and connecting the H-shaped steel F to the H-shaped steel insertion tube C. The foundation A may be simply installed on the ground, or may be fixed to the ground with an anchor via a metal fitting G attached to the lower side of the foundation A, thereby shortening the work on the construction site. It is a thing.

また、図11に示す特許文献2は、支柱台としてH形鋼Jを用い、仮設すべき位置に置いたこのH形鋼Jに支柱Kを適宜の間隔で溶接固定し、この支柱Kにビーム材Lをボルト・ナットで締結固定するものである。H形鋼Jへの支柱Kの溶接に時間を必要とするものの、施工現場での設置時間の短縮化を図ったものである。   Further, Patent Document 2 shown in FIG. 11 uses an H-shaped steel J as a column base, and a column K is welded and fixed to the H-shaped steel J placed at a position to be temporarily installed at an appropriate interval. The material L is fastened and fixed with bolts and nuts. Although it takes time to weld the column K to the H-shaped steel J, the installation time at the construction site is shortened.

更に、図12に示す同特許文献2のように、水出入れ口Mと支柱取り付け部Oとを有し、内部に水を収容できる容器状の支柱台Pを間隔をあけて施工現場に配置し、ビーム材Qを支持する支柱Rを該支柱台Pの支柱取り付け部Oに取り付け設置し、その後に該支柱台P内の空間に水を満たす仮設防護柵がある。施工現場での防護柵の設置の短縮化を図ったものである。   Furthermore, as in Patent Document 2 shown in FIG. 12, a container-like column base P having a water inlet / outlet M and a column attachment portion O and capable of containing water is arranged at a construction site with an interval. Then, there is a temporary protective fence that attaches and installs the column R supporting the beam material Q to the column mounting portion O of the column base P, and then fills the space in the column base P with water. This is intended to shorten the installation of protective fences at the construction site.

また、強度のある防護柵として、図13に示す特許文献3のような技術がある。該特許文献3は、中央分離帯に使用される防護壁ブロックであるが、基礎側となる捨て型枠S上より突出した杭棒Tを介して防護壁ブロックUを載置固定している。基礎上に高さと強度のある防護壁ブロックを簡単に設置できるようにしているが、該基礎は既存又は新設のいずれにしても施工現場において構築しなければならなかった。   Moreover, there exists a technique like patent document 3 shown in FIG. 13 as a strong protection fence. The patent document 3 is a protective wall block used for a central separation band, and the protective wall block U is placed and fixed via a pile rod T protruding from the discarded mold S on the base side. Although a high-strength protective wall block can be easily installed on the foundation, the foundation has to be constructed at the construction site, either existing or new.

他方、図14に示す特許文献4は、先端を工事施工側に向けかつ間隔を開けて複数並置した敷桁Vと、該複数の敷桁Vの後端にそれぞれ立垂した柱材Wと、各柱材W間に掛け渡した矢板Xと、各敷桁V上に敷設した作業平場となる履工板YとからなるL型ガードで、該敷桁Vの長さは3.5〜4m、柱材Wの長さは2〜3.5m程の本線車両との仕切りを兼ねることのできる高さを有する防護柵である。破砕物の飛散や落石等の該矢板Xへの衝突に耐える強度は有しているが、車両が衝突する側は柱材が断続的にむき出しており、衝突車両の誘導性や乗員に対する影響等は防護柵として本来所有すべき機能を全く有していないものである。よって防護柵を兼ねて共用するためには道路側に鋼製ビーム材等の別途手段を設ける等の別途強度部材を考慮しなくてはならなかった。そのことを含め、部品点数が多く、現場施工に多くの時間を必要とする欠点があった。   On the other hand, Patent Document 4 shown in FIG. 14 is directed to a construction girder V in which a plurality of juxtaposed beams are arranged side by side with a leading end facing the construction side, and a column member W suspended from the rear ends of the plurality of girder V, An L-shaped guard consisting of a sheet pile X spanned between the pillars W and a work board Y that is a working flat laid on each spar V. The length of the spar V is 3.5 to 4 m. The length of the column member W is a protective fence having a height that can also serve as a partition with a main line vehicle of about 2 to 3.5 m. It has the strength to withstand the collision with the sheet pile X, such as the scattering of crushed materials and falling rocks, but the pillar material is intermittently exposed on the side where the vehicle collides. Does not have any function that should originally be owned as a protective fence. Therefore, in order to share the protective fence, it was necessary to consider a separate strength member such as providing additional means such as a steel beam material on the road side. Including that, the number of parts was large, and there was a defect that required a lot of time for on-site construction.

上記のように、仮設的な仕切り構造体は、施工現場での施工が容易であっても、重量及び強度がなく、車両の衝突等の大きな衝撃には対応することができなかった。また、基礎上に防護壁ブロックを構築するものにあっては、地中に埋設管があれば施工が不可能であり、できたとしても施工現場での長時間の作業を必要とするものであり、仮設的な設置もできなかった。更に、高さのある防護柵は、上記従来例と同様、強度がなく、且つ部品点数が多く、その構築には施工現場で多くの時間を費やしていた。   As described above, the temporary partition structure has no weight and strength even when construction at the construction site is easy, and cannot cope with a large impact such as a vehicle collision. Also, in the case of building a protective wall block on the foundation, construction is impossible if there are underground pipes in the ground, and even if it can be done, it requires long work at the construction site. There was no temporary installation. Furthermore, the protective fence having a height is not strong and has a large number of parts as in the above-described conventional example, and it takes a lot of time to construct it.

上記のように、従来の仕切り構造体の技術は、仕切り機能、衝撃対応機能、騒音、排ガス、飛散物等の遮蔽機能、視線を避ける目隠し機能又は視線を生かす機能等とを一つの構造体として兼ね備えたものではなかった。   As described above, the conventional partition structure technology has a partition function, an impact response function, a shielding function for noise, exhaust gas, flying objects, etc., a blind function to avoid line of sight, or a function to make use of line of sight as one structure. It was not something that had to be combined.

特開2001−20235号公報JP 2001-20235 A 実開平6−27920号公報Japanese Utility Model Publication No. 6-27920 特開平2−58606号公報JP-A-2-58606 特許第3122637号公報Japanese Patent No. 3122637

本発明は、仮設及び恒久的な使用を可能とした既設の車両通行路線の工事や路線相互の仕切りのための仕切り構造体において、仕切り機能の他、車両の衝突等の大きな衝撃に対応できる衝撃対応機能、騒音、排気ガス、飛散物等の遮蔽機能、視線を避ける目隠し機能又は視線を積極的に生かす機能等の各種機能を有し、且つそれらの機能を有するものを施工現場において時間をかけることなく迅速に構築することのできる仕切り構造体を提供するものである。   The present invention relates to a partition structure for the construction of existing vehicle traffic routes and partitioning between routes, which can be used temporarily and permanently. In addition to the partition function, the impact that can cope with a large impact such as a vehicle collision. It has various functions such as response function, noise, exhaust gas, shielding function such as scattered objects, blindfold function to avoid line of sight, or function to make good use of line of sight, etc. The present invention provides a partition structure that can be quickly constructed without any problems.

本発明は、路線の仕切り機能と通行車両との接触、衝突等の衝撃対応機能とを有する強度のある防護柵、該防護柵上の遮音、排ガス、飛散物等の遮蔽機能と視線を避ける目隠し機能又は視線を生かす可視機能とを有する高さのある防護壁及び衝撃に抗して移動することなく、且つ防護柵や防護壁の立設状態を安定的に保持するための安定保持機能のある水平部材とよりなり、該防護柵と水平部材とで略L字形又は逆T字形の連続したコンクリート等の充実部材とし、該防護柵は通行車両と対面する高さと厚みを有する垂直部を設け、その前面側は下方から上方へかけて後退する傾斜面とし、該水平部材は該垂直部の下方部より水平方向に延設し、該防護壁は支柱と該支柱間の壁パネルとで形成し、該支柱は、該防護柵上においては前面を該垂直部の前面上端部より背面側へ後退する位置とし、背面は該垂直部の略背面上端部の位置として上方部へ延設し、下方部においては、その下端部を上記垂直部の下方部の位置まで延設し、該上端部から下端部までを垂直部での支柱の固定部位とし、該壁パネルは、該支柱間に装着してなる仕切り構造体を特徴とする。 The present invention provides a strong protective fence having a function of partitioning a route and a function of responding to impacts such as contact with and collision with a passing vehicle, sound shielding on the protective fence, shielding function for exhaust gas, flying objects, etc. A protective wall with a height that has a function or a visual function that makes full use of the line of sight, and has a stable holding function for stably maintaining the standing state of the protective fence and the protective wall without moving against an impact It consists of a horizontal member, and the protective fence and horizontal member are solid members such as substantially L-shaped or inverted T-shaped continuous concrete, and the protective fence is provided with a vertical portion having a height and thickness facing a passing vehicle, The front side is an inclined surface that recedes from below to above, the horizontal member extends horizontally from the lower part of the vertical part, and the protective wall is formed by a column and a wall panel between the columns. , said struts, said vertical front is on the fences And a position retracted into the back side of the front upper end parts, the back is extended to the upper portion as a position of substantially the rear upper end of the vertical portion, in the lower portion, the lower end of the lower portion of the vertical portion The wall panel is characterized by a partition structure mounted between the columns . The wall panel extends from the upper end to the lower end and serves as a fixed portion of the column in the vertical portion .

また、上記防護柵の垂直部に、防護壁の壁を形成する支柱のための縦穴を適宜間隔を有して形成し、該縦穴に該支柱の下方部を立設固定し、該支柱の上方部間を壁パネルの装着自在空間としてなる仕切り構造体を特徴とする。 Further, the vertical portion of the guard fence, a vertical hole for post forming the walls of the protective wall is formed with a suitable interval, vertically fixed to the lower portion of the strut to said longitudinal bore, the upper strut It is characterized by a partition structure in which the space between the parts serves as a space for mounting the wall panel.

更に上記防護柵の垂直部に、防護壁の壁を形成する支柱のための縦穴を適宜間隔を有して形成し、該縦穴予め壁パネルを装着した下方へ延設した支柱の下方部を立設固定してなる仕切り構造体を特徴とする。 Further, the vertical portion of the guard fence, a vertical hole for post forming the walls of the protective wall is formed with a suitable interval, the lower portion of the strut is extended downwardly fitted with a pre-wall panels in said longitudinal bore It features a partition structure formed by standing and fixing .

また、上記防護柵の垂直部前端及び水平部材には、アンカー貫通孔又は/及び設置のための固定金具を取着するための孔を設けてなる仕切り構造体を特徴とする。 In addition , the vertical front end of the protective fence and the horizontal member are characterized by a partition structure having an anchor through hole or / and a hole for attaching a fixing bracket for installation.

更に、上記水平部材は、質量増設補助材と一体化でき、それにより質量及び安定保持機能を増加できる構成としてなる仕切り構造体を特徴とする。 Furthermore , the horizontal member is characterized by a partition structure that can be integrated with a mass expansion auxiliary material, thereby increasing the mass and the stable holding function.

また、上記水平部材と質量増設補助材との一体化は、該水平部材の端部と質量増設補助材とに掛け渡される金具又は該水平部材と連続するように打設されるコンクリートとしてなる仕切り構造体を特徴とする。 Further , the integration of the horizontal member and the mass expansion auxiliary material is performed by dividing the end of the horizontal member and the mass expansion auxiliary material, or a partition made of concrete placed continuously with the horizontal member. Features a structure.

本発明は、通行車両の路面や路側となる地盤や床版等に設置又は固定或いは一部埋設固定するだけで、自身の質量と強度及び路面の長手方向に他の同様の仕切り構造体と相互に連結固定する連続構造体とすることにより、風荷重や地震力等に耐えることができ、且つ通行車両の接触及び衝突等の大きな衝撃に耐えることのできる仕切り構造体を得ることが可能となった。   The present invention can be installed on or fixed to a ground surface or floor slab on the road surface or road side of a passing vehicle, or only partially embedded and fixed to another similar partition structure in the longitudinal direction of its own mass and strength. By using a continuous structure that is connected and fixed to the vehicle, it is possible to obtain a partition structure that can withstand wind loads, seismic forces, and the like, and that can withstand large impacts such as contact and collision of a passing vehicle. It was.

また、工事用に一時的に簡単に設置することができる仮設の仕切り構造体として使用できるばかりでなく、恒久的な仕切り構造体としても使用でき、撤去及び再使用することが簡単にできることが可能となった。   It can be used not only as a temporary partition structure that can be easily installed temporarily for construction, but also as a permanent partition structure, which can be easily removed and reused. It became.

更に、通行車両の接触や衝突等の衝撃対応機能は下方側の防護柵が受け持ち、騒音、排ガス、飛散物等の遮蔽機能と視線を避ける目隠し機能や視線を生かす機能等については主として上方側の防護壁が対応し、衝撃に抗しての移動防止や防護柵や防護壁の立設保持のため等の安定化保持機能は主として水平部材が対応するように、各機能を一つの構造体で分担して対応することができ、合理的な仕切り構造体とすることが可能となった。   In addition, impact protection functions such as contact and collision of passing vehicles are handled by the lower protective fence. Each function is handled by a single structure so that the horizontal wall supports the stabilization holding function such as the protection wall corresponding to the movement prevention against the impact and the protection fence and protection wall standing and holding. It can be shared and can be made into a rational partition structure.

本発明の仕切り構造体の同斜視図。The perspective view of the partition structure of the present invention. (a)本発明の仕切り構造体に車両が接触した状態を示す車両の正面側から見た図、(b)仕切り構造体に車両が衝突した状態を示す車両の正面側から見た図。(A) The figure seen from the front side of the vehicle which shows the state which the vehicle contacted the partition structure of this invention, (b) The figure seen from the front side of the vehicle which shows the state which the vehicle collided with the partition structure. 本発明の仕切り構造体を長手方向に連結した状態を示す斜視図。The perspective view which shows the state which connected the partition structure of this invention to the longitudinal direction. 本発明の仕切り構造体の他の実施例の斜視図。The perspective view of the other Example of the partition structure of this invention. (a)本発明の仕切り構造体の他の実施例の斜視図、(b)本発明の仕切り構造体を長手方向に連結した状態を示す他の実施例の斜視図。(A) The perspective view of the other Example of the partition structure of this invention, (b) The perspective view of the other Example which shows the state which connected the partition structure of this invention to the longitudinal direction. 本発明の仕切り構造体の他の実施例の側面図。The side view of the other Example of the partition structure of this invention. (a)、(b)本発明の仕切り構造体の他の実施例の側面図。(A), (b) The side view of the other Example of the partition structure of this invention. 本発明の仕切り構造体の他の実施例の側面図。The side view of the other Example of the partition structure of this invention. (a)本発明の仕切り構造体の他の実施例の側面図、(b)、(c)防護柵の他の実施例の側面図。(A) The side view of the other Example of the partition structure of this invention, (b), (c) The side view of the other Example of the protection fence. 従来の防護柵の側面図。The side view of the conventional protective fence. 従来の仮設防護柵の斜視図。The perspective view of the conventional temporary protection fence. 従来の仮設防護柵の側断面図。The sectional side view of the conventional temporary protection fence. 従来の中央分離帯に使用する防護壁ブロックの側断面図。The side sectional view of the protection wall block used for the conventional median strip. 従来の仮設防護柵の側面図。The side view of the conventional temporary protection fence.

以下、本発明の実施の形態を図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明の仕切り構造体1で、該仕切り構造体1は、地盤や床版面(以下、地盤という)G等の設置面に設置又は固定される防護柵(以下、仕切り構造体1の下方部に位置する主として仕切り機能と通行車両による衝撃対応機能を有する部分を防護柵という)2と該防護柵2に固定された柱3a及び該柱3a間の閉塞部材として設けられた壁板3bとで形成される防護壁(以下、仕切り構造体1の上方部に位置する主として遮蔽機能と目隠し機能を有する部分を防護壁という)3及び該防護柵2が受ける衝撃に抗して移動することを防止し、且つ該防護柵2や防護壁3の立設状態を安定的に保持する等の安定保持機能を有する水平部材4とより構成されている。該仕切り構造体1は、それ自身の自重及び他の仕切り構造体と連結固定される連続構造体とすることで風荷重や地震力等に設計上耐えることのできる強度と質量を有している。   FIG. 1 shows a partition structure 1 according to the present invention. The partition structure 1 is a guard fence (hereinafter referred to as a partition structure 1) that is installed or fixed on an installation surface such as a ground or a floor slab surface (hereinafter referred to as ground) G. The part mainly having a partition function and an impact response function by a passing vehicle located at the lower part of the vehicle is called a protective fence) 2 and a column 3a fixed to the protective fence 2 and a wall plate provided as a blocking member between the columns 3a 3b and a protective wall (hereinafter, a part mainly having a shielding function and a blindfold function located above the partition structure 1 is referred to as a protective wall) 3 and moves against the impact received by the protective fence 2 And a horizontal member 4 having a stable holding function such as holding the standing state of the protective fence 2 and the protective wall 3 stably. The partition structure 1 has strength and mass that can withstand wind loads, seismic forces, and the like by designing it as a continuous structure that is connected and fixed to its own weight and other partition structures. .

該防護柵2は、路面や路側等の地盤や床版(以下、地盤という)Gに設置又は固定されるもので、所定の高さと厚みのある垂直部5を備え、水平部材4と一体化され、側面略L字形の形状で、該垂直部5の通行車両と対面する前面側は小突出部とし、背面側に大きな突出部として、水平部材4を形成している。該前面側は該小突出部の先端部6下端から立ち上がった状態の位置で上方へかけて後退する傾斜面7とし、垂直部5は該傾斜面7の上端部から上方へやや背面側へ傾斜する傾斜面を有する前面部8を構成し、全体として厚みのある構造体を形成している。   The protective fence 2 is installed or fixed on a ground or floor slab (hereinafter referred to as ground) G such as a road surface or a road side, and includes a vertical portion 5 having a predetermined height and thickness, and is integrated with a horizontal member 4. The front side of the vertical portion 5 facing the passing vehicle is a small protruding portion, and the horizontal member 4 is formed as a large protruding portion on the back side. The front side is an inclined surface 7 that recedes upward at a position rising from the lower end of the tip 6 of the small protrusion, and the vertical portion 5 is inclined slightly upward from the upper end of the inclined surface 7 upward. The front part 8 having an inclined surface is formed, and a thick structure as a whole is formed.

通行車両が該防護柵2に衝突する場合、その進入角度は15°前後以下が多く、当接状態が少ない車両の接触程度の場合は、車輪の側面が小突出の該先端部6の垂直状の立ち上がり部9と当接して該車両本体が該前面部8と接触することを避けることができる。また、図2(a)に示すように、進入角度が大きくても進入速度が比較的弱い場合には、該小突出の先端部6の傾斜面7へ該通行車両の車輪が乗り上げる程度ですみ、乗り上げた車輪は傾斜面7の傾斜により車両本体を該防護柵2より離れる方向へ移動させることができる。   When a passing vehicle collides with the protective fence 2, the approach angle is often about 15 ° or less, and in the case of a contact level of a vehicle with a small contact state, the side surface of the wheel has a small protrusion and the tip portion 6 has a vertical shape. It is possible to avoid the vehicle main body from coming into contact with the front surface portion 8 in contact with the rising portion 9. In addition, as shown in FIG. 2 (a), when the approach speed is relatively low even if the approach angle is large, the wheel of the passing vehicle only needs to ride on the inclined surface 7 of the tip 6 of the small protrusion. The wheel that has ridden can move the vehicle body away from the protective fence 2 by the inclination of the inclined surface 7.

ところが、図2(b)に示すように、車両の速度が速かったり、進入角度が大きかった場合には、車輪が傾斜面7より更に上方部まで乗り上げ、該車輪や車両本体が前面部8に衝突し、該垂直部5には大きな衝撃が加わることになる。該前面部8が通常の車両の高さ程度或いはそれ以下であっても、前面部8の傾斜面により該車両は防護壁3より離れる方向に傾き、車両の損傷は下方部で生じることになり、前面部8の高さ内で収まることになる。従って、ある程度の高さを有する垂直部5を質量と強度の得られる厚みのあるものとしておけば当該部分で車両による直接的な衝撃対応が可能となる。   However, as shown in FIG. 2B, when the speed of the vehicle is high or the approach angle is large, the wheel rides further upward than the inclined surface 7, and the wheel and the vehicle main body are placed on the front surface portion 8. A collision occurs and a large impact is applied to the vertical portion 5. Even if the front surface portion 8 is about the height of a normal vehicle or less, the inclined surface of the front surface portion 8 causes the vehicle to tilt away from the protective wall 3, and vehicle damage occurs at the lower portion. It will be within the height of the front face 8. Therefore, if the vertical portion 5 having a certain height is made thick enough to obtain mass and strength, direct impact response by the vehicle can be made at that portion.

上記により、該前面部8を有する垂直部5は、その衝突や激突に耐える厚みと高さを有し、且つ想定される車両の側面が接触する衝撃エネルギーを分散させる効果及び衝突車両が衝突後に防護柵沿いを走行する誘導機能等を有している。その直接的な衝撃により垂直部5には背面側方向へ移動する力が作用することになるが、該垂直部5の下部より水平部材4が所定の厚みのある質量を有して背面側へ延設形成されているので、該垂直部5はその質量と地盤との接触或いは埋設抵抗等により移動防止手段の役割をすることになる。   As described above, the vertical portion 5 having the front surface portion 8 has a thickness and a height enough to withstand the collision and collision, and the effect of dispersing the impact energy that the side surface of the vehicle is supposed to contact and the collision vehicle after the collision It has a guidance function that runs along a protective fence. Due to the direct impact, a force that moves in the direction of the back surface acts on the vertical portion 5, but the horizontal member 4 has a predetermined thickness from the bottom of the vertical portion 5 toward the back surface side. Since it is formed to extend, the vertical portion 5 serves as a movement preventing means by contact between its mass and the ground or by burial resistance.

また、本実施例では、該防護柵2の垂直部5の前面部8をその上端部10から背面側へ後退させた位置で防護壁3と連続形成することにより、車両の衝突時における車両と該防護壁3との間隔をより一層大きく確保することができ、該防護柵2の部分だけで衝突に対応することができる。更に、車両との衝突及び車両の破損により生じる飛散部品の接触等の衝撃を無くし又は極めて少なくすることができ、それにより防護壁3の損傷やそれに伴う取り替えの必要を無くすことが可能となった。   Further, in this embodiment, the front surface portion 8 of the vertical portion 5 of the protective fence 2 is continuously formed with the protective wall 3 at a position retracted from the upper end portion 10 to the rear surface side. The distance from the protective wall 3 can be further increased, and the collision can be dealt with only the protective fence 2 portion. Furthermore, it is possible to eliminate or extremely reduce the impact such as the collision of the vehicle and the contact of the scattered parts caused by the vehicle damage, thereby eliminating the need to damage the protective wall 3 and the accompanying replacement. .

前面部8の上端部10までを垂直部5の高さとし、従って、その高さが防護柵2の高さとなる。該垂直部5にはその長手方向に柱3aの下方部を埋設固定し、その上方部は該上端部10より外方へ延出させている。該柱3aの部材としてはH形鋼が最適で、該H形鋼のフランジ面を該前面部8側へ向けて固定しているので、フランジ間のウェブは該垂直部5の長手方向に直交する位置となる。   The height of the vertical portion 5 is defined as the height of the vertical portion 5 up to the upper end portion 10 of the front surface portion 8. In the vertical portion 5, the lower portion of the pillar 3 a is embedded and fixed in the longitudinal direction, and the upper portion extends outward from the upper end portion 10. As the member of the column 3a, an H-shaped steel is optimal, and the flange surface of the H-shaped steel is fixed toward the front surface portion 8 side, so that the web between the flanges is orthogonal to the longitudinal direction of the vertical portion 5. It becomes the position to do.

該柱3aは、防護柵2の設置方向の長さや必要とする強度等に応じて適宜本数を埋設固定することになる。また、その埋設位置は、構造上及び防錆上、打設されるコンクリートの表面から内側の位置に前後のフランジが埋設固定されることになり、前面部8の上端部10の位置より後退した位置に前方のフランジが位置することになる。後述する壁板3b、3c、…は、該柱3aより前方に突出することはないので、柱3a、…及び壁板3b、3c、…で構成される防護壁3は、その全体が防護柵2の上記上端部10より後退した位置で立設されることになる。   The number of the pillars 3a is embedded and fixed as appropriate according to the length of the protective fence 2 in the installation direction, the required strength, and the like. Further, in terms of structure and rust prevention, the front and rear flanges are embedded and fixed at the inner position from the surface of the concrete to be placed, and the embedded position has retreated from the position of the upper end portion 10 of the front surface portion 8. The front flange is located at the position. Since the wall plates 3b, 3c,... Described later do not protrude forward from the column 3a, the protection wall 3 composed of the columns 3a,... And the wall plates 3b, 3c,. 2 is erected at a position retracted from the upper end 10.

隣接する柱3aの対向するウェブ間には壁板3b、3c、…が設けられるが、図3では壁板3b、3c、…の2つの実施例を示している。1つの実施例として、比較的高さの低い帯状の壁板3bが、隣接する柱3aの前後フランジとウェブとで形成される凹部間に嵌入取着されている。該壁板3bは、上方部から挿入配設している。該壁板3bの高さは、必要に応じて適宜選択することができる。該壁板3bは、矩形状の長尺板でもよいが、該壁板3bの上下端縁部に凹凸部やL字型の係合部を設けておくことにより隙間なく上下の係合を達成することができる。   The wall plates 3b, 3c,... Are provided between the webs of the adjacent pillars 3a facing each other. FIG. 3 shows two embodiments of the wall plates 3b, 3c,. As one example, a belt-like wall plate 3b having a relatively low height is fitted and attached between recesses formed by front and rear flanges and webs of adjacent columns 3a. The wall plate 3b is inserted from the upper part. The height of the wall plate 3b can be appropriately selected as necessary. The wall plate 3b may be a rectangular long plate. However, the upper and lower edges of the wall plate 3b are provided with uneven portions and L-shaped engaging portions to achieve vertical engagement without any gap. can do.

また、他の実施例として、壁板3cを大きな矩形状の板とし、高さは延出させた柱3aの高さと同程度とし、幅は隣接するウェブ間に収まる長さとしている。該壁板3cを該柱3aの隣接するウェブ間に上方より挿入することにより壁本体を形成することができる。   In another embodiment, the wall plate 3c is a large rectangular plate, the height is approximately the same as the height of the extended column 3a, and the width is a length that fits between adjacent webs. A wall body can be formed by inserting the wall plate 3c from above between adjacent webs of the pillar 3a.

該防護壁3は、音や排ガスの進入防止、飛散物や投入物の防御、背面側で行う工事により生じた飛散物が道路側に飛び出さない遮蔽手段、視線を避ける目隠し機能或いは逆に視線を生かす機能等の役割をするものであり、上記した車両の衝突に対してその衝撃に耐える部材とする必要はない。従って、壁板3bはコンクリート製でも繊維入りコンクリート製や他の材料であってもよく、その厚みは数cm〜20cm程度と薄くすることができる。風荷重や地震力等に耐えることのできる強度と質量の得られるものであれば様々な材料が対応可能である。また、場合によっては目隠しを必要とせず道路外の景観を見せるため等に厚さ数cm以下の透明又は半透明のガラス又はアクリル板等を用いることもできる。   The protective wall 3 prevents noise and exhaust gas from entering, protects against flying objects and inputs, shields that prevent flying objects generated from the work on the back side from jumping out to the road, blinding function to avoid line of sight, or conversely It is not necessary to use a member that can withstand the impact of the above-described vehicle collision. Therefore, the wall board 3b may be made of concrete, fiber-made concrete, or other materials, and the thickness can be reduced to about several cm to 20 cm. A variety of materials can be used as long as they can provide strength and mass that can withstand wind loads and seismic forces. In some cases, a transparent or translucent glass or acrylic plate having a thickness of several centimeters or less can be used to show the scenery outside the road without requiring blindfolding.

図4は、本発明の仕切り構造体11の他の実施例を示している。該仕切り構造体11は、上記実施例1と同様、防護柵12とその上方部の防護壁13及び該防護柵12が受ける衝撃に抗して移動することを防止し、且つ該防護柵12や防護壁13の立設状態を安定的に保持する等の安定保持機能を有する水平部材14とより構成されている。   FIG. 4 shows another embodiment of the partition structure 11 of the present invention. As in the first embodiment, the partition structure 11 prevents the guard fence 12 and the guard wall 13 above the guard fence 13 and the guard fence 12 from moving against an impact, and the guard fence 12 and the like. It comprises a horizontal member 14 having a stable holding function such as holding the standing state of the protective wall 13 stably.

本実施例では該防護柵12の垂直部15の適所に柱取着用の埋込孔16を設け、該埋込孔16に工場又は施工現場において柱13aの下方部を挿入し、その後、該埋込孔16にコンクリートやモルタルを流し込んで柱13aを埋設固定している。また、埋込孔16への充填は砂等の固化しないものでも、柱13aが所定の位置に固定できればよく、その場合は仮設使用後に再び分解して同様の手順で再利用ができる。   In the present embodiment, an embedding hole 16 for mounting a pillar is provided at an appropriate position of the vertical portion 15 of the protective fence 12, and a lower portion of the column 13a is inserted into the embedding hole 16 at a factory or a construction site. Concrete or mortar is poured into the insertion hole 16 to fix the column 13a. The filling hole 16 may be filled with sand or the like as long as the pillar 13a can be fixed at a predetermined position, and in that case, it can be disassembled again after temporary use and reused in the same procedure.

防護柵12に固定された柱13aには上記実施例1と同様、適宜壁板13b、13c、…が装着されることになる。また、風荷重や地震力等或いは車両との関係も上記実施例1と同様である。   As in the first embodiment, wall plates 13b, 13c,... Are appropriately attached to the pillar 13a fixed to the protective fence 12. Further, the wind load, seismic force, etc. or the relationship with the vehicle is the same as in the first embodiment.

図5(a)は、本発明の仕切り構造体17の他の実施例を示している。該仕切り構造体17は、上記実施例1、2と同様、防護柵18とその上方部の防護壁19及び水平部材20とより構成されている。   Fig.5 (a) has shown the other Example of the partition structure 17 of this invention. As in the first and second embodiments, the partition structure 17 includes a guard fence 18, a guard wall 19 and a horizontal member 20 located above the guard fence 18.

上記実施例2と同様、防護柵18の垂直部21の適所に柱取着用の埋込孔22を設け、該埋込孔22に施工現場において柱19aの下方部を挿入固定して該柱19aを立設することになるが、該柱19aには予め壁板19bを取り付けておき、該柱19aの固定と同時に、該壁板19bの装着も終了することになる。   As in the second embodiment, an embedding hole 22 for pillar mounting is provided at an appropriate position of the vertical portion 21 of the protective fence 18, and the lower portion of the column 19a is inserted and fixed in the embedding hole 22 at the construction site. The wall plate 19b is attached to the column 19a in advance, and the mounting of the wall plate 19b is completed simultaneously with the fixing of the column 19a.

本実施例では、防護柵18には埋込孔22が2箇所形成され、防護壁19として該埋込孔22に挿入固定される2本の柱19a、19aと3本の横部材19c及び該横部材19cに連続して横方向へ突出した3本の連結部材19dで形成された骨組と、該骨組に固定された壁板19bとより形成されたものを示している。   In this embodiment, the protective fence 18 is formed with two embedded holes 22, and the two pillars 19 a and 19 a and the three lateral members 19 c inserted into the embedded hole 22 as the protective wall 19 and the transverse members 19 c are provided. The figure shows a structure formed by a frame formed by three connecting members 19d protruding in the horizontal direction continuously to the horizontal member 19c, and a wall plate 19b fixed to the frame.

該防護壁19をクレーン等を利用して吊るし上げ、該柱19a、19aの下方部を埋込孔22、22に各々挿入し、該埋込孔22、22をコンクリートやモルタル等を詰め込み固めることにより仕切り構造体17を完成させている。また、埋込孔22への充填は砂等の固化しないものでも、柱19aが所定の位置に固定できればよく、その場合は仮設使用後に再び分解して同様の手順で再利用ができる。   The protective wall 19 is lifted using a crane or the like, the lower portions of the pillars 19a and 19a are inserted into the embedded holes 22 and 22, respectively, and the embedded holes 22 and 22 are filled with concrete, mortar or the like and hardened. Thus, the partition structure 17 is completed. Further, even if the filling hole 22 is not solidified, such as sand, it is only necessary that the pillar 19a can be fixed at a predetermined position. In that case, it can be disassembled again after temporary use and reused in the same procedure.

図5(b)は、上記仕切り構造体17を隣接する他の仕切り構造体17′と連結した状態を示している。骨組の横方向へ突出した連結部材19dを隣接する骨組の横部材19c′と連結することにより長手方向に延設する構造体を得ることができる。   FIG. 5B shows a state in which the partition structure 17 is connected to another adjacent partition structure 17 ′. By connecting the connecting member 19d protruding in the lateral direction of the frame to the adjacent horizontal member 19c 'of the frame, a structure extending in the longitudinal direction can be obtained.

また、車両の衝撃により垂直部18には背面側方向へ移動する力が作用することになるが、該垂直部18の下部より水平部材20が所定の厚みのある質量を有して背面側へ延設形成し、地盤と接しているので、該水平部材20は衝撃に抗する移動防止手段となる。   In addition, a force that moves toward the back side acts on the vertical portion 18 due to the impact of the vehicle, but the horizontal member 20 has a predetermined thickness from the bottom of the vertical portion 18 toward the back side. Since it extends and is in contact with the ground, the horizontal member 20 serves as a movement preventing means that resists impact.

図6は、本発明の仕切り構造体23の他の実施例を示している。上記実施例1乃至3の全てに適用することができるもので、該仕切り構造体23の地盤Gへの設置又は固定に対して背面側に余裕のない施工場所や他の理由により水平部の後方への延出を少なくしたい場合、防護柵24の背面側となる水平部材25の後方への延出長を小さくし、その代わりにその厚みを厚く形成している。   FIG. 6 shows another embodiment of the partition structure 23 of the present invention. It can be applied to all of the first to third embodiments, and the rear of the horizontal portion due to a construction place where there is no margin on the back side with respect to the installation or fixing of the partition structure 23 to the ground G or for other reasons. When it is desired to reduce the extension to the rear, the extension length of the horizontal member 25 on the rear side of the protective fence 24 to the rear is reduced, and instead the thickness is increased.

また、防護柵24の後方へ十分な長さが得られないが、現場での仕切り構造体23の設置に対してなるべく軽量化したい場合、その設置後の質量増加と安定性を図るため重量の増加手段として該水平部材25の上面に重量物26を搭載したものである。   In addition, when a sufficient length cannot be obtained behind the protective fence 24, but it is desired to reduce the weight as much as possible with respect to the installation of the partition structure 23 at the site, the weight is increased in order to increase the mass and stability after the installation. As an increasing means, a heavy object 26 is mounted on the upper surface of the horizontal member 25.

該重量物26としては、鉄骨、コンクリート塊、土砂や液体を封入した袋や容器等、重量を有し、該水平部材25に搭載できるものであれば何でも対応することができる。   As the heavy object 26, anything that has a weight and can be mounted on the horizontal member 25, such as a steel frame, a concrete lump, a bag or a container enclosing earth and sand, or a liquid, can be used.

図7(a)は、仕切り構造体27の後方に防護柵28の背面より延出する水平部材29を延設する余裕があるが、該仕切り構造体27を軽量化して設置時の施工を容易とするための手段で、上記実施例4と同様、重量物30の搭載の他、該水平部材29の後方へ質量増設補助材31を連結してなるものである。   In FIG. 7A, there is room for extending a horizontal member 29 extending from the back of the guard fence 28 behind the partition structure 27. However, the partition structure 27 is reduced in weight and can be easily installed. In the same way as in the fourth embodiment, in addition to the loading of the heavy object 30, the mass increasing auxiliary material 31 is connected to the rear of the horizontal member 29.

該水平部材29の後端に、重量を持った質量増設補助材31と一体化するための連結金具取着用のボルト孔32を設け、該水平部材29と該質量増設補助材31との間に跨る連結金具33により一体化することで該仕切り構造体27の重量を増加させることができる。   At the rear end of the horizontal member 29, a bolt hole 32 for attaching a connecting metal fitting to be integrated with the heavy mass auxiliary material 31 is provided, and between the horizontal member 29 and the mass additional auxiliary material 31. The weight of the partition structure 27 can be increased by integrating with the connecting metal fitting 33 straddling.

また、水平部材29の上面後端部に連結金具厚に相当する切欠部を設け、質量増設補助材31の上面前端部にも同様の切欠部を設け、両者を連結金具により連結したり、同様に、該水平部材29の下面後端部に連結金具厚に相当する切欠部を設け、質量増設補助材31の下面前端部にも同様の切欠部を設け、両者を連結金具を介して連結することにより一体化することができる。一体化する手段として様々な連結手段を適宜選択することができる。   In addition, a notch portion corresponding to the thickness of the connecting bracket is provided at the rear end portion of the upper surface of the horizontal member 29, and a similar notch portion is provided at the front end portion of the upper surface of the mass augmentation auxiliary material 31, and both are connected by the connecting bracket. In addition, a notch portion corresponding to the thickness of the connecting metal fitting is provided at the rear end portion of the lower surface of the horizontal member 29, and a similar notch portion is also provided at the front end portion of the lower surface of the mass expansion auxiliary member 31, and both are connected via the connecting metal fitting. Can be integrated. Various connecting means can be appropriately selected as means for integrating.

図7(b)は、水平部材34後方に質量増設補助材35を設けた他の実施例で、該質量増設補助材35として現場においてコンクリートを打設している。該水平部材34の後端上方部に切欠部36を設け、該切欠部36を埋めるようにしてコンクリートを打設することにより水平部材34の後方へ質量増設補助材35を一体的に設けることができる。上記形状に合った鉄筋や鉄筋篭を予め形成し、それにコンクリートを打設することもできる。打設コンクリートが該水平部材34と一体化できる手段であれば切欠部36に限定するものではない。   FIG. 7B shows another embodiment in which a mass expansion auxiliary material 35 is provided behind the horizontal member 34, and concrete is placed on the site as the mass expansion auxiliary material 35. A notch 36 is provided in the upper part of the rear end of the horizontal member 34, and a mass increasing auxiliary material 35 is integrally provided behind the horizontal member 34 by placing concrete so as to fill the notch 36. it can. It is also possible to form a reinforcing bar and a reinforcing bar that match the above shape in advance and then place concrete on it. As long as the cast concrete can be integrated with the horizontal member 34, it is not limited to the notch 36.

図8は、仕切り構造体37の設置の安定性をより強固にする場合或いは防護柵38の背面側に連続する水平部材39に質量増設補助材を設けることができない場合等において、地盤Gに障害物等が埋設されていないことを条件として、施工現場で該仕切り構造体37をアンカー止めできるようにしたものである。該防護柵38の先端部40、該水平部材39等に上方から下方に向けて貫通孔41を設けておくことによりアンカー42を挿通打設して地盤Gに強固に固定することができる。   FIG. 8 shows that the ground G is obstructed when the stability of the installation of the partition structure 37 is further strengthened or when the auxiliary member for mass expansion cannot be provided on the horizontal member 39 continuous on the back side of the protective fence 38. The partition structure 37 can be anchored at the construction site on the condition that an object or the like is not buried. By providing a through-hole 41 from the top to the bottom of the tip 40 of the protective fence 38, the horizontal member 39, etc., the anchor 42 can be inserted and driven and firmly fixed to the ground G.

また、該水平部材39の後端部にL字型金具43を当接し、一方を水平部材39の端部垂直部44に、他方を地盤Gに止着することにより、上記同様、仕切り構造体37を地盤G上に強固に固定することができる。上記L字型金具43の固定のため該端部垂直部44に水平方向のボルト孔を予め設けておくとよい。上記アンカー42による固定と該L字型金具43による固定とを併用することもできる。   Also, the L-shaped metal fitting 43 is brought into contact with the rear end portion of the horizontal member 39, and one is fixed to the end vertical portion 44 of the horizontal member 39 and the other is fixed to the ground G. 37 can be firmly fixed on the ground G. In order to fix the L-shaped metal fitting 43, a horizontal bolt hole may be provided in the end vertical portion 44 in advance. The fixing by the anchor 42 and the fixing by the L-shaped metal fitting 43 can be used in combination.

図9(a)は、仕切り構造体45を路面の中央分離機能を有するものとして前面側と背面側の双方に通行車両が通行する場所への設置を対象としたものである。該仕切り構造体45は、上記実施例1乃至6同様、防護柵46と防護壁47及び水平部材48とより形成され、該防護柵46は垂直部49を備え、該水平部材48は該垂直部49の下部より左右路面側へ突出形成し、移動防止手段及び安定保持手段としている。その先端部50側は、地盤G中に収まるように埋設し、車両通行に支障が生じないようにしている。地盤G面より露出した防護柵46は、立ち上り部51の上端より傾斜角度の変化する前面部52を形成し、その上端部53より傾斜部を介して傾斜先端部へと連続形成し、該傾斜先端部の位置を防護柵46の上端部としている。   FIG. 9 (a) is intended for installation in a place where a passing vehicle passes through both the front side and the back side, with the partition structure 45 having a center separation function of the road surface. The partition structure 45 is formed of a protective fence 46, a protective wall 47, and a horizontal member 48, as in the first to sixth embodiments. The protective fence 46 includes a vertical portion 49, and the horizontal member 48 is the vertical portion. It protrudes from the lower part of 49 to the left and right road surface side, and serves as a movement preventing means and a stable holding means. The front end 50 side is embedded so as to be accommodated in the ground G so as not to hinder vehicle traffic. The protective fence 46 exposed from the ground G surface forms a front part 52 whose inclination angle changes from the upper end of the rising part 51, and is continuously formed from the upper end part 53 to the inclined tip part via the inclined part. The position of the tip is the upper end of the protective fence 46.

上記構成は、前面側及び背面側の双方に設けられ、各々が左右の通行車両に対応できるようになっている。   The said structure is provided in both the front side and the back side, and each can respond | correspond to a right-and-left passing vehicle.

図9(b)、(c)は、防護柵46a、46b及び水平部材48a、48b部分の他の実施例で、図9(b)は、水平部材48a及び垂直部49aを厚くして質量を持たせたもので、該水平部材48aは路面下に埋設している。また、図9(c)は、水平部材48b及び垂直部49bを共に更に厚くして質量を増加させたもので、大きな風荷重や地震力等及び車両の激突等の大きな衝撃に耐えることができるようにしたものである。   FIGS. 9B and 9C show another embodiment of the guard fences 46a and 46b and the horizontal members 48a and 48b, and FIG. 9B shows the mass by thickening the horizontal member 48a and the vertical portion 49a. The horizontal member 48a is embedded under the road surface. Further, FIG. 9C shows that the horizontal member 48b and the vertical portion 49b are both thickened to increase the mass, and can withstand a large impact such as a large wind load, a seismic force, and a vehicle crash. It is what I did.

上記実施例での各構成は、当該実施例にとどまることなく相互に組み合わせて他の実施例とすることができることは言うまでもない。   It goes without saying that the configurations of the above-described embodiments can be combined with each other to form other embodiments without being limited to the embodiments.

1、11、17、23、27、37、45 仕切り構造体
2、12、18、24、28、38、46 防護柵
3、13、19、47 防護壁
4、14、20、25、29、34、39、48 水平部材
5、15、21、49 垂直部
6、40、50 先端部
7 傾斜面
8、52 前面部
9、51 立ち上り部
10、53 上端部
16、22 埋込孔
19c 横部材
19d 連結部材
26、30 重量物
31、35 質量増設補助材
32 ボルト孔
33 連結金具
36 切欠部
41 貫通孔
42 アンカー
43 L字型金具
44 端部垂直部
1, 11, 17, 23, 27, 37, 45 Partition structure 2, 12, 18, 24, 28, 38, 46 Guard fence 3, 13, 19, 47 Guard wall 4, 14, 20, 25, 29, 34, 39, 48 Horizontal member 5, 15, 21, 49 Vertical portion 6, 40, 50 Tip portion 7 Inclined surface 8, 52 Front surface portion 9, 51 Rising portion 10, 53 Upper end portion 16, 22 Embedded hole 19c Horizontal member 19d Connecting member 26, 30 Heavy article 31, 35 Mass expansion auxiliary material 32 Bolt hole 33 Connecting bracket 36 Notch portion 41 Through hole 42 Anchor 43 L-shaped bracket 44 End vertical portion

Claims (6)

路線の仕切り機能と通行車両との接触、衝突等の衝撃対応機能とを有する強度のある防護柵、該防護柵上の遮音、排ガス、飛散物等の遮蔽機能と視線を避ける目隠し機能又は視線を生かす可視機能とを有する高さのある防護壁及び衝撃に抗して移動することなく、且つ防護柵や防護壁の立設状態を安定的に保持するための安定保持機能のある水平部材とよりなり、該防護柵と水平部材とで略L字形又は逆T字形の連続したコンクリート等の充実部材とし、該防護柵は通行車両と対面する高さと厚みを有する垂直部を設け、その前面側は下方から上方へかけて後退する傾斜面とし、該水平部材は該垂直部の下方部より水平方向に延設し、該防護壁は支柱と該支柱間の壁パネルとで形成し、該支柱は、該防護柵上においては前面を該垂直部の前面上端部より背面側へ後退する位置とし、背面は該垂直部の略背面上端部の位置として上方部へ延設し、下方部においては、その下端部を上記垂直部の下方部の位置まで延設し、該上端部から下端部までを垂直部での支柱の固定部位とし、該壁パネルは、該支柱間に装着してなることを特徴とする仕切り構造体。 A strong protective fence that has the function of partitioning the route and the ability to respond to impacts such as contact with a vehicle, collision, etc., shielding function for sound insulation, exhaust gas, scattered matter etc. A protective wall with a height that has a visible function to make use of, and a horizontal member that has a stable holding function for stably maintaining the standing state of the protective fence and the protective wall without moving against an impact. It is a solid member such as a concrete having a substantially L shape or an inverted T shape with the protective fence and the horizontal member, and the protective fence is provided with a vertical portion having a height and thickness facing a passing vehicle, and the front side is and an inclined surface retreats over from bottom to top, the horizontal member is extended in the horizontal direction from the lower portion of the vertical portion, the protective barrier is formed by the wall panels between posts and said supporting pillars, said pillars , the front face of the vertical portion of the front surface on the guard fence And a position retracted from the edge to the back side, the back is extended to the upper portion as a position of substantially the rear upper end of the vertical portion, in the lower part, extending the lower end to a position of the lower portion of the vertical portion A partition structure characterized in that the upper end portion to the lower end portion are used as fixing portions of the columns in the vertical portion, and the wall panel is mounted between the columns. 防護柵の垂直部に、防護壁の壁を形成する支柱のための縦穴を適宜間隔を有して形成し、該縦穴に該支柱の下方部を立設固定し、該支柱の上方部間を壁パネルの装着自在空間としてなることを特徴とする請求項1記載の仕切り構造体。 The vertical portion of the guard fence, a vertical hole for post forming the walls of the protective wall is formed with a suitable interval, vertically fixed to the lower portion of the strut to said longitudinal hole, between the upper portion of the strut 2. The partition structure according to claim 1, wherein the partition structure is a space for mounting a wall panel. 防護柵の垂直部に、防護壁の壁を形成する支柱のための縦穴を適宜間隔を有して形成し、該縦穴予め壁パネルを装着した下方へ延設した支柱の下方部を立設固定してなることを特徴とする請求項1記載の仕切り構造体。 Standing the vertical portion of the guard fence, a vertical hole for post forming the walls of the protective wall is formed with a suitable interval, the lower portion of the strut is extended downwardly mounted in advance wall panels to said longitudinal bore The partition structure according to claim 1, wherein the partition structure is fixed . 防護柵の垂直部前端及び水平部材には、アンカー貫通孔又は/及び設置のための固定金具を取着するための孔を設けてなることを特徴とする請求項1乃至のいずれか記載の仕切り構造体。 The vertical portion front and the horizontal member of the safety barrier, the anchor through hole or / and of the claims 1 to 3, characterized by being provided with a hole for attaching the fixing bracket for installation according to any one Partition structure. 水平部材は、質量増設補助材と一体化でき、それにより質量及び安定保持機能を増加できる構成としてなることを特徴とする請求項1乃至のいずれか記載の仕切り構造体。 The partition structure according to any one of claims 1 to 4 , wherein the horizontal member can be integrated with the mass expansion auxiliary material, thereby increasing the mass and the stable holding function. 水平部材と質量増設補助材との一体化は、該水平部材の端部と質量増設補助材とに掛け渡される金具又は該水平部材と連続するように打設されるコンクリートとしてなることを特徴とする請求項記載の仕切り構造体。 The integration of the horizontal member and the mass expansion auxiliary material is characterized in that the horizontal member and the mass expansion auxiliary material are used as a metal fitting spanned between the end of the horizontal member and the mass expansion auxiliary material or as concrete placed continuously with the horizontal member. The partition structure according to claim 5 .
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