JPH09291516A - Concrete guard fence - Google Patents

Concrete guard fence

Info

Publication number
JPH09291516A
JPH09291516A JP10815496A JP10815496A JPH09291516A JP H09291516 A JPH09291516 A JP H09291516A JP 10815496 A JP10815496 A JP 10815496A JP 10815496 A JP10815496 A JP 10815496A JP H09291516 A JPH09291516 A JP H09291516A
Authority
JP
Japan
Prior art keywords
wall body
mounting
foundation
wall
concrete
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10815496A
Other languages
Japanese (ja)
Inventor
Yoshiharu Matsuba
美晴 松葉
Junichi Akama
淳一 赤間
Tadashi Yanagisawa
正 柳澤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KOWA CONCRETE KK
NIPPON SAMIKON KK
Nippon Hume Pipe Co Ltd
Original Assignee
KOWA CONCRETE KK
NIPPON SAMIKON KK
Nippon Hume Pipe Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KOWA CONCRETE KK, NIPPON SAMIKON KK, Nippon Hume Pipe Co Ltd filed Critical KOWA CONCRETE KK
Priority to JP10815496A priority Critical patent/JPH09291516A/en
Publication of JPH09291516A publication Critical patent/JPH09291516A/en
Pending legal-status Critical Current

Links

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  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a guard fence which is used suitably at an end of a road or the like, and which can effectively enhance the attaching strength. SOLUTION: A leg 4 attached to the lower part of an oblique surface 3 on one side of a wall body 2 is formed therein with mounting recesses 5 and mounting pipes 6. An anchor bolt 7 inserted in each of the pipes 6 is fixed to a foundation 8 planted thereon with a plurality of reinforcing bars 25 which are received in mounting holes 20 formed in the lower surface 2A of the wall body 2. A filler 24 is filled through a filling port 23 so as to unite the reinforcing bars 25 planted on the foundation 8, with the wall body 2. Since it is not required to fix the wall body 2 on the other side thereof, thereby it is possible to install the guard fence at one end of a road R.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリートガー
ドフェンスに関する。
TECHNICAL FIELD The present invention relates to a concrete guard fence.

【0002】[0002]

【発明が解決しようとする課題】ガードフェンスは、主
として走行車線を逸脱した車両が道路外あるいは対向車
線に逸脱することを防止するために設けられるものであ
り、十分な逸脱防止効果を備えていなければならない。
また、ブレーキトラブルなどの緊急事態においては、車
両をフェンスに擦りつけるようにして緊急停止するため
にも用いられ、十分な安定性と衝撃強度が要求される。
そして、従来の鋼製ガードフェンスに代わって強度及び
耐久性に優れたコンクリートガードフェンスが広く用い
られるようになっており、例えば、実開平2−1182
1号公報(実願昭63−88799号)では、防護壁本
体の両側下部に定着手段を設け、この定着手段を介して
路盤に固定する(同マイクロフィルム第7頁第3〜4
行)コンクリート防護壁が知られており、また、コンク
リートガードフェンスの強度を向上するものとして、実
開平6−57918号公報(実願平5−1258号)の
コンクリートガードフェンスでは、ガードフェンスの上
部には塩ビ製のパイプが埋設され、このパイプに横締用
部材であるPC鋼材が挿通され(実願平5−1258号
のマイクロフィルムの第0011段)、そのPC鋼材に
よりコンクリートガードフェンスに緊張力を付与したコ
ンクリートガードフェンスが知られており、このコンク
リートガードフェンスは、両側下部に設けた取付用パイ
プに、アンカーボルトを挿通してコンクリート基礎に固
定(同第0013段)し、また、ガードフェンスの幅方
向両側をアンカーボルトにより基礎に固定している。
The guard fence is provided mainly to prevent a vehicle deviating from the driving lane from departing from the road or into an oncoming lane, and must have a sufficient deviation preventing effect. I have to.
Further, in an emergency situation such as a brake trouble, it is also used for making an emergency stop by rubbing the vehicle against a fence, and sufficient stability and impact strength are required.
Then, concrete guard fences having excellent strength and durability have been widely used in place of the conventional steel guard fences, for example, the actual Kaihei 2-1182.
In Japanese Patent Application Laid-Open No. 63-88799, fixing means are provided on both lower sides of the body of the protective wall, and the fixing means is fixed to the roadbed through the fixing means (the same microfilm, p. 7, pages 3-4).
Row) A concrete protective wall is known, and in order to improve the strength of a concrete guard fence, in the concrete guard fence of Japanese Utility Model Publication No. 6-57918 (Application No. 5-1258), the upper part of the guard fence is used. A PVC pipe is embedded in the pipe, and a PC steel material that is a member for lateral tightening is inserted into the pipe (No. 0011 of the microfilm of Japanese Patent Application No. 5-1258), and the PC steel material strains the concrete guard fence. A concrete guard fence to which force is applied is known, and this concrete guard fence is fixed to the concrete foundation by inserting anchor bolts into the mounting pipes provided on the lower parts of both sides (the same 0013th step), Both sides in the width direction of the fence are fixed to the foundation with anchor bolts.

【0003】ところで、上記コンクリート防護壁では、
幅方向両側を定着手段により路盤に固定し、また、上記
コンクリートガードフェンスでは、幅方向両側をアンカ
ーボルトにより基礎に固定するものであるため、幅方向
の一方を固定することができない場所、例えば道路等の
端部の路肩などの取付スペースに制約のある場所や、橋
梁等の端部の高欄等の代わりに使用することができな
い。
By the way, in the above concrete protective wall,
Both sides in the width direction are fixed to the roadbed by fixing means, and in the concrete guard fence, since both sides in the width direction are fixed to the foundation by anchor bolts, a place where one side in the width direction cannot be fixed, for example, a road. It cannot be used in place where there is a restriction on the installation space such as the shoulder of the end of the bridge, or on the balustrade of the end of the bridge.

【0004】そこで、実開昭58−171914号公報
(実願昭58−37009号)には、高速道路の欄干用
ガードフェンス(実願昭58−37009号のマイクロ
フィルムの第12頁第9〜10行)が提案されており、同第
4図に示されているように、防護壁の幅方向中央に孔を
穿設し、この孔と舗装路面とに縦方向の棒状部材を挿通
し、その棒状部材の上,下端を防護壁内部と舗装路面下
面とに固定して、防護壁を舗装路面に固定するため、取
付作業が煩雑になると共に費用がかかるという問題があ
り、また、前記棒状部材の下端を舗装路面下面で固定す
るため、普通の道路や盛土の上部に形成した道路の端部
では使用することができない。また、ガードフェンスと
は異なるが、実開昭60−162105号公報(実願昭
60−40802号)の駒止めブロックには、ブロック
の幅方向略中央を固定する構造として、底面から竪穴を
貫設した駒止めブロックを形成し、基礎コンクリートに
予じめアンカーを挿筋(実願昭60−40802号のマ
イクロフィルムの第3頁第16〜18行)し、前記竪穴に前
記アンカーを配置し、該竪穴にコンクリートを充填する
ものが記載されているが、アンカーとコンクリートとの
付着だけでは十分な取付強度を得ることはできない。
Therefore, Japanese Utility Model Application Laid-Open No. 58-171914 (Japanese Patent Application No. 58-37009) discloses a guard fence for balustrades of expressways (Japanese Patent Application No. 58-37009, page 12, pages 9 to 9). 10 line), as shown in FIG. 4, a hole is formed in the center of the protective wall in the width direction, and a vertical bar member is inserted into the hole and the paved road surface. Since the upper and lower ends of the rod-shaped member are fixed to the inside of the protective wall and the lower surface of the paved road surface, and the protective wall is fixed to the paved road surface, there is a problem that the mounting work becomes complicated and costly. Since the lower end of the member is fixed on the lower surface of the paved road surface, it cannot be used on an ordinary road or the end of a road formed on the top of the embankment. Although different from the guard fence, the piece stop block of Japanese Utility Model Laid-Open No. 60-162105 (Japanese Utility Model Application No. 60-40802) has a structure in which the center of the block in the width direction is fixed, and a vertical hole is penetrated from the bottom surface. Form the block stopper block provided, insert a pre-fixed anchor in the concrete foundation (page 16 to 18 of page 3 of the microfilm of Japanese Utility Model Application No. 60-40802), and place the anchor in the vertical hole. , A method of filling the vertical hole with concrete is described, but sufficient attachment strength cannot be obtained only by attaching the anchor to the concrete.

【0005】そこで、本発明は、道路の端部等の使用に
適し、取付強度を効果的に高めることができるコンクリ
ートガードフェンスを提供することを目的とする。
[0005] Therefore, an object of the present invention is to provide a concrete guard fence suitable for use at the end of a road and the like and capable of effectively increasing the mounting strength.

【0006】[0006]

【課題を解決するための手段】請求項1の発明は、幅方
向両側に傾斜面を有するプレキャストコンクリート製の
壁本体と、この壁本体の幅方向一側面に設けられた取付
用凹所と、この取付用凹所から壁本体の下面に穿設され
た挿通孔と、この挿通孔に挿通され下部を基礎に固定す
る壁本体用固定部材と、前記基礎に立設された複数の鉄
筋と、前記壁本体の下面略中央に設けられ前記複数の鉄
筋を収納する取付孔と、この取付孔と前記壁本体の上部
とを連通する充填材注入口とを備えたものであり、一側
面を道路側にして壁本体を布設し、充填材注入口から充
填材を充填して、基礎に立設した差し筋と壁本体とを一
体化し、さらに、壁本体の一側を壁本体用固定部材によ
り基礎に固定する。そして、壁本体の他側を基礎に固定
する必要がないため、道路の端部への据付が可能とな
る。
According to a first aspect of the present invention, there is provided a wall body made of precast concrete having inclined surfaces on both sides in the width direction, and a mounting recess provided on one side surface in the width direction of the wall body. An insertion hole formed in the lower surface of the wall body from the mounting recess, a wall body fixing member that is inserted into the insertion hole and fixes the lower portion to the foundation, and a plurality of reinforcing bars erected on the foundation, The wall main body is provided with a mounting hole which is provided substantially in the center of the lower surface and accommodates the plurality of reinforcing bars, and a filler injection port which connects the mounting hole and an upper portion of the wall main body. The wall body is laid on the side, the filling material is filled from the filling material injection port, the reinforcing bar erected on the foundation is integrated with the wall body, and one side of the wall body is fixed by the wall body fixing member. Secure to the foundation. And since it is not necessary to fix the other side of the wall body to the foundation, it is possible to install it on the end of the road.

【0007】請求項2の発明は、前記壁本体の一側面の
下部に、側方に突出する脚部を設けると共に、この脚部
に前記取付用凹所を複数設け、前記基礎に複数の鉄筋を
前記壁本体の長さ方向に並んで設け、それら複数の鉄筋
を収納する前記取付孔は、前記幅方向より長さ方向を長
く形成したものであり、側方に突出する脚部に取付用凹
所を設けたため、差し筋位置と固定部材との間隔を大き
く取ることができ、壁本体を倒す力に対して、効果的に
抗することができる。また、長さ方向に複数並んだ鉄筋
を、取付孔に収納して充填材を充填することにより、そ
れら複数の鉄筋を介して壁本体を基礎に強固に固定する
ことができる。
According to a second aspect of the present invention, a leg portion protruding laterally is provided at a lower portion of one side surface of the wall body, and a plurality of the mounting recesses are provided in the leg portion, and a plurality of reinforcing bars are provided on the foundation. Are arranged side by side in the lengthwise direction of the wall main body, and the mounting holes for accommodating the plurality of reinforcing bars are formed such that the lengthwise direction is longer than the widthwise direction, and the mounting holes are attached to the leg portions protruding laterally. Since the recess is provided, a large distance can be secured between the insertion point position and the fixing member, and the force of tilting the wall body can be effectively resisted. In addition, by accommodating a plurality of reinforcing bars arranged in the length direction in the mounting holes and filling the filler, the wall main body can be firmly fixed to the foundation through the plurality of reinforcing bars.

【0008】請求項3の発明は、前記鉄筋の前記取付孔
に収納する部分の長さを壁本体の高さの2分の1以上に
し、前記取付孔の幅及び長さ間隔を下方に向かって拡大
形成したものであり、鉄筋と充填材との密着部分の長さ
が長くなるため、壁本体を基礎に強固に固定することが
でき、また、据付においては、取付孔の幅及び長さ間隔
が下方に向かって拡大形成されているため、壁本体を吊
り下ろして、複数の鉄筋を取付孔に収納する作業を容易
に行うことができる。
According to a third aspect of the present invention, the length of the portion of the reinforcing bar to be housed in the mounting hole is ½ or more of the height of the wall body, and the width and the length interval of the mounting hole are directed downward. Since the length of the contact portion between the reinforcing bar and the filler is long, the wall body can be firmly fixed to the foundation, and the width and length of the mounting hole during installation. Since the space is enlarged downward, it is possible to easily suspend the wall body and store the plurality of reinforcing bars in the mounting holes.

【0009】[0009]

【発明の実施形態】以下、本発明の実施例を添付図面を
参照して説明する。図1乃至図3は本発明の一実施例を
示し、コンクリートガードフェンス1(以下、ガードフ
ェンスという)は、図1の断面図に示すように、下方に
向かってテーパ状に僅かに拡大する壁本体2を備え、こ
の壁本体2は高強度コンクリートのプレキャストコンク
リート製である。前記壁本体2の両側には、水平傾斜角
である所定角度θが75度以上90度未満程度をなす平
坦傾斜面3,3が形成され、その壁本体1の内部には図
示しない鉄筋が配筋され、この例では、壁本体1は高さ
が1m(メートル),長さが3メートル程度に形成され
ている。また、図1に示すように、図中右側の他方の傾
斜面3は一方の傾斜面3より所定角度θを大きく形成し
ている。一方の前記平坦傾斜面3の下部には、側方に突
出する脚部4を設け、この脚部4は、傾斜面4Aの下部
に垂直面4Bを有する。前記脚部4には、図2に示すよ
うに、壁本体2の長さ方向等間隔に断面切欠溝状で正面
縦長の取付用凹所5が複数形成され、この取付用凹所5
の底面から壁本体2の下面2Aに挿通して塩ビ製の取付
用パイプ6が埋設され、この挿通孔たる取付用パイプ6
に、固定部材たるケミカルアンカー等のアンカーボルト
7が挿通され、このアンカーボルト7がコンクリート基
礎8に固定される。また、前記アンカーボルト7の上部
には固定用ナット7Aが螺合され、該アンカーボルト7
の上部が前記取付用凹所5に収納される。
Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 3 show one embodiment of the present invention, in which a concrete guard fence 1 (hereinafter referred to as a guard fence) is a wall that slightly expands downward as shown in the sectional view of FIG. It comprises a body 2 which is made of precast concrete of high strength concrete. On both sides of the wall body 2, flat inclined surfaces 3 and 3 having a predetermined horizontal inclination angle θ of about 75 degrees or more and less than 90 degrees are formed. Inside the wall body 1, rebars (not shown) are arranged. The wall body 1 is formed to have a height of 1 m (meter) and a length of about 3 m in this example. Further, as shown in FIG. 1, the other inclined surface 3 on the right side of the drawing is formed to have a larger predetermined angle θ than the one inclined surface 3. One side of the flat inclined surface 3 is provided with a leg portion 4 protruding laterally, and the leg portion 4 has a vertical surface 4B below the inclined surface 4A. As shown in FIG. 2, the leg portion 4 is provided with a plurality of mounting recesses 5 each having a vertically long front surface and having a notched groove section at equal intervals in the lengthwise direction of the wall body 2.
A mounting pipe 6 made of vinyl chloride is embedded by being inserted from the bottom surface of the wall into the lower surface 2A of the wall body 2, and the mounting pipe 6 serving as the insertion hole is inserted.
An anchor bolt 7 such as a chemical anchor, which is a fixing member, is inserted therethrough, and the anchor bolt 7 is fixed to the concrete foundation 8. Further, a fixing nut 7A is screwed onto the upper portion of the anchor bolt 7, and the anchor bolt 7
The upper part of the is housed in the mounting recess 5.

【0010】前記壁本体2の長さ方向一端面中央には、
突条10が縦設されるとともに、長さ方向他端には、その
突条10が係合する受溝11が縦設されている。また、前記
壁本体2の両端上部には、側端部が開口しかつ上開口部
12Aを有する接続用凹所12が形成され、この接続用凹所
12に対応して前記壁本体2の上部には塩ビ製のパイプ13
が壁本体2の長さ方向に渡って埋設され、その孔たるパ
イプ13に横締用部材であるPC鋼材14が挿通され、この
PC鋼材14のカプラー接続用のねじ部を有する接続端部
14Aをそれぞれ前記接続用凹所12内に臨み、その接続端
部14A,14A相互がカプラー15により接続される。な
お、前記PC鋼材14には、予めプレストレストを付与し
ており、定着具16により定着している。
At the center of one end face in the length direction of the wall body 2,
The ridge 10 is provided vertically, and the receiving groove 11 with which the ridge 10 engages is vertically provided at the other end in the length direction. In addition, at the upper ends of both ends of the wall body 2, side end portions are opened and upper opening portions are formed.
A connecting recess 12 having 12A is formed, and this connecting recess is formed.
Corresponding to 12, the upper part of the wall body 2 is made of PVC pipe 13
Is embedded in the lengthwise direction of the wall main body 2, a PC steel material 14 as a lateral fastening member is inserted into a pipe 13 which is a hole, and a connection end portion having a screw portion for connecting a coupler of the PC steel material 14 is inserted.
14A are respectively exposed in the connecting recesses 12, and the connecting ends 14A and 14A are connected by a coupler 15. The PC steel material 14 is prestressed in advance and is fixed by the fixing tool 16.

【0011】前記壁本体2の平坦な下面2Aの略中央に
取付孔20を形成し、この取付孔20は幅方向より長さ方向
が長く形成され、その長さは略1.5メートル以上をな
しており、前記壁本体2の長さの2分の1以上であり、
該取付孔20の長さ方向両側には前記壁本体2の中実部2
1,21が設けられている。また、前記取付孔20の高さは
0.7メートル程度をなし、前記壁本体2の高さの2分
の1以上であり、該取付孔20の上部には、前記壁本体2
の中実部22が設けられ、この中実部22の中央に前記取付
孔20と壁本体2の上面とを連通する段付きの充填材注入
口23を穿設しており、この充填材注入口23から前記取付
孔20にコンクリートなどの充填材24を充填する。さら
に、前記取付孔20は、その幅及び長さ間隔を下方に向か
って拡大形成している。
A mounting hole 20 is formed substantially in the center of the flat lower surface 2A of the wall body 2, and the mounting hole 20 is formed so that its length direction is longer than its width direction, and its length is about 1.5 meters or more. And is more than half the length of the wall body 2,
The solid portions 2 of the wall body 2 are provided on both sides of the mounting hole 20 in the longitudinal direction.
1, 21 are provided. Further, the height of the mounting hole 20 is about 0.7 meters, which is more than half the height of the wall body 2, and the wall body 2 is located above the mounting hole 20.
A solid portion 22 is provided, and a stepped filler injection port 23 that communicates the mounting hole 20 and the upper surface of the wall body 2 is provided at the center of the solid portion 22. A filler 24 such as concrete is filled from the inlet 23 into the mounting hole 20. Further, the mounting holes 20 are formed such that their widths and length intervals are enlarged downward.

【0012】前記コンクリート基礎8は道路Rの端部に
設けられ、該コンクリート基礎8の端部には縦方向の端
面8Bが形成され、その道路Rの端部に前記壁本体2が
設けられる。すなわち、前記コンクリート基礎8の上面
は、盛土の法面の上部に形成されたり、橋梁等のコンク
リート版の端部により構成されるものである。前記コン
クリート基礎8には、道路Rの長さ方向に複数の鉄筋で
ある差し筋25が等間隔に立設され、これら差し筋25の下
部はコンクリート基礎8に固定されている。また、前記
差し筋25に異型鉄筋を用いれば、前記充填材24との密着
性が向上する。
The concrete foundation 8 is provided at the end of the road R, an end face 8B in the vertical direction is formed at the end of the concrete foundation 8, and the wall body 2 is provided at the end of the road R. That is, the upper surface of the concrete foundation 8 is formed above the slope of the embankment or is constituted by the end of the concrete slab such as a bridge. A plurality of reinforcing bars 25, which are reinforcing bars, are erected at equal intervals on the concrete foundation 8 in the length direction of the road R, and lower portions of these reinforcing bars 25 are fixed to the concrete foundation 8. Further, if atypical bar is used for the reinforcing bar 25, the adhesion with the filling material 24 is improved.

【0013】次に前記ガードフェンス1の施工について
説明すると、壁本体2を吊り上げると共に、コンクリー
ト基礎8に立設した差し筋25に取付孔20を合わせて吊り
下ろし、道路Rの長さ方向に複数の壁本体2,2を並
べ、突条10と受溝11を係合して隣合う壁本体2相互を接
続し、カプラー15により相互のPC鋼材14の接続端部14
A,14Aを連結して壁本体2を長さ方向に一体に剛結す
る。この場合、突条10と受溝11との係合により隣合う壁
本体2,2の位置合わせが行われ、かつ突条10と受溝11
との重なり部分によって、隣合う壁本体2,2が正面方
向からの衝撃に対して強固に連結され、さらに、そのP
C鋼材14の端部14A,14A相互の接続により一層強固に
一体化される。また、その長さ方向の連結作業は、壁本
体2,2を並べた後に、上開口部12Aから工具あるいは
手を差し入れて簡便に行うことができる。また、図示し
ないドリルを取付用パイプ6に差し入れて、コンクリー
ト基礎8に縦孔26を穿設し、この縦孔26にアンカーボル
ト7の下部を固定するとともに、ナット7Aを締めて脚
部4側を基礎8に固定し、この後、取付用凹所5にコン
クリートなどの充填材(図示せず)を充填して傾斜面4
Aと面一に仕上げる。さらに、充填材注入口23からモル
タルコンクリートなどの硬化性を有する充填材24を充填
し、この充填材24が硬化して差し筋25と密着する。
Next, the construction of the guard fence 1 will be described. The wall main body 2 is lifted, and the mounting holes 20 are hung so that the mounting holes 20 are aligned with the rebars 25 erected on the concrete foundation 8. Wall main bodies 2 and 2 are arranged, the protrusions 10 and the receiving grooves 11 are engaged with each other to connect the adjacent wall main bodies 2 to each other, and the coupler 15 connects the connecting end portions 14 of the PC steel materials 14 to each other.
The wall body 2 is integrally rigidly connected in the length direction by connecting A and 14A. In this case, the adjacent wall bodies 2 and 2 are aligned by the engagement of the projection 10 and the receiving groove 11, and the projection 10 and the receiving groove 11 are aligned.
The adjacent wall bodies 2 and 2 are firmly connected to each other due to the impact from the front direction by the overlapping portion with
The ends 14A and 14A of the C steel material 14 are connected to each other to be more firmly integrated. Further, the connecting work in the length direction can be easily performed by inserting the tools or hands from the upper opening 12A after the wall bodies 2 are arranged. Further, a drill (not shown) is inserted into the mounting pipe 6, a vertical hole 26 is bored in the concrete foundation 8, the lower part of the anchor bolt 7 is fixed to the vertical hole 26, and the nut 7A is tightened to the leg portion 4 side. Is fixed to the foundation 8, and then the mounting recess 5 is filled with a filling material (not shown) such as concrete to form the inclined surface 4
Finish flush with A. Furthermore, a filling material 24 having a hardening property such as mortar concrete is filled from the filling material injection port 23, and the filling material 24 is hardened and adheres closely to the bar 25.

【0014】このようにして道路Rの端部にガードフェ
ンス1を施工することができ、壁本体2の高さの2分に
1以上の高さを有する差し筋25部分と充填材24との密
着、及びアンカーボルト7により強度に固定されている
ため、道路Rを走行する車両が衝突して壁本体2に衝撃
力Fが加わっても、これに抗することができ、また、前
記衝撃力Fにより壁本体2を倒す力が働いても、差し筋
25と離れて間隔Hを持って、道路R側にアンカーボルト
7が設けられているため、差し筋25位置を中心とするモ
ーメントに対し、アンカーボルト7が有効に作用して壁
本体2の倒れを防止することができる。さらに、取付孔
20を壁本体2の長さ方向に長く形成し、その取付孔20に
間隔を置いて立設した複数の差し筋25を収納するように
したから、充填材24により壁本体2と基礎8とを差し筋
25を介して強固に一体化できる。
In this way, the guard fence 1 can be installed at the end of the road R, and the filler 25 and the reinforcing bar 25 portion having a height of 1 or more per 2 minutes of the height of the wall body 2 are formed. Even if a vehicle traveling on the road R collides with and an impact force F is applied to the wall body 2, it is possible to withstand the close contact and the anchor bolt 7, and the impact force F is also applied. Even if the force to collapse the wall body 2 is exerted by F,
Since the anchor bolt 7 is provided on the road R side at a distance H away from the wall 25, the anchor bolt 7 effectively acts on the moment about the position of the insertion line 25 and the wall body 2 falls down. Can be prevented. In addition, mounting holes
Since the wall 20 is formed to be long in the length direction of the wall body 2 and a plurality of rebars 25 which are erected at intervals in the mounting holes 20 are accommodated, the wall body 2 and the foundation 8 are filled with the filling material 24. The line
It can be firmly integrated via 25.

【0015】このように本実施例では、請求項1に対応
して、幅方向両側に平坦傾斜面3,3を有するプレキャ
ストコンクリート製の壁本体2と、この壁本体2の幅方
向一側面に設けられた取付用凹所5と、この取付用凹所
5から壁本体2の下面2Aに穿設された挿通孔たる取付
用パイプ6と、この取付用パイプ6に挿通され下部を基
礎8に固定する壁本体用固定部材たるアンカーボルト7
と、基礎8に立設された複数の鉄筋たる差し筋25と、壁
本体2の下面2Aの略中央に設けられ前記複数の差し筋
25を収納する取付孔20と、この取付孔20と壁本体2の上
部たる上面とを連通する充填材注入口23とを備えたもの
であるから、一側の平坦傾斜面3を道路R側にして壁本
体2を布設し、充填材注入口23から充填材24を充填し
て、基礎8に立設した差し筋25と壁本体2とを一体化
し、さらに、壁本体2の一側をアンカーボルト7により
基礎8に固定して取付強度を効果的に高めることがで
き、このように壁本体2の他側を基礎8に固定する必要
がないため、道路Rの端部への据付が可能となる。
As described above, in this embodiment, according to claim 1, a wall body 2 made of precast concrete having flat inclined surfaces 3 on both sides in the width direction and one side surface in the width direction of the wall body 2. The mounting recess 5 provided, the mounting pipe 6 that is an insertion hole formed from the mounting recess 5 to the lower surface 2A of the wall body 2, and the lower portion of the mounting pipe 6 that is inserted into the base 8 Anchor bolt 7 as a fixing member for the wall body to be fixed
And a plurality of rebars 25 which are erected on the foundation 8 and the plurality of rebars provided substantially at the center of the lower surface 2A of the wall body 2.
Since the mounting hole 20 for accommodating 25 and the filling material inlet 23 that communicates the mounting hole 20 with the upper surface of the wall body 2 are provided, the flat inclined surface 3 on one side is connected to the road R side. Then, the wall main body 2 is laid, and the filler 24 is filled from the filler injection port 23 to integrate the bar 25 erected on the foundation 8 and the wall main body 2, and further, one side of the wall main body 2 The anchor bolts 7 can be fixed to the foundation 8 to effectively increase the mounting strength, and since it is not necessary to fix the other side of the wall body 2 to the foundation 8 in this way, the installation at the end of the road R can be prevented. It will be possible.

【0016】また、このように本実施例では、請求項2
に対応して、壁本体2の一側の平坦傾斜面3の下部に、
側方に突出する脚部4を設けると共に、この脚部4に取
付用凹所5を複数設け、基礎8に複数の差し筋25を壁本
体2の長さ方向に並んで設け、それら複数の差し筋25を
収納する取付孔20は、幅方向より長さ方向を長く形成し
たものであるから、側方に突出する脚部4に取付用凹所
5及び取付用パイプ6を設けたため、差し筋25の位置と
アンカーボルト7との間隔Hを大きく取ることができ、
壁本体2を倒す力に対して、効果的に抗することができ
る。また、長さ方向に複数並んだ差し筋25を、取付孔20
に収納して充填材24を充填することにより、それら複数
の差し筋25を介して壁本体2を基礎8に強固に据付ける
ことができる。
Further, as described above, in this embodiment, claim 2
Corresponding to, at the bottom of the flat inclined surface 3 on one side of the wall body 2,
A leg portion 4 protruding laterally is provided, a plurality of mounting recesses 5 are provided in the leg portion 4, and a plurality of rebars 25 are provided on the foundation 8 side by side in the length direction of the wall body 2. Since the mounting hole 20 for accommodating the streak 25 is formed to be longer in the length direction than in the width direction, the mounting recess 5 and the mounting pipe 6 are provided in the leg portion 4 protruding laterally. The distance H between the position of the line 25 and the anchor bolt 7 can be set large,
It is possible to effectively resist the force of tilting the wall body 2. In addition, attach the reinforcing bar 25 that is aligned in the length direction to the mounting hole 20.
The wall main body 2 can be firmly installed on the foundation 8 via the plurality of rebars 25 by housing the same in the above and filling the filling material 24.

【0017】さらに、このように本実施例では、請求項
3に対応して、差し筋25の取付孔20に収納する部分の長
さを壁本体2の高さの2分の1以上にし、取付孔20の幅
及び長さ間隔を下方に向かって拡大形成したものである
から、差し筋25と充填材24との密着部分の長さが長くな
るため、壁本体2を基礎8に強固に固定することがで
き、また、据付においては、取付孔20の幅及び長さ間隔
が下方に向かって拡大形成されているため、壁本体2を
吊り下ろして、複数の差し筋25を取付孔20に収納する作
業を容易に行うことができる。
Further, as described above, in this embodiment, in accordance with claim 3, the length of the portion of the reinforcing bar 25 to be housed in the mounting hole 20 is set to ½ or more of the height of the wall body 2, Since the width and the length interval of the mounting holes 20 are enlarged downwardly, the length of the contact portion between the reinforcing bar 25 and the filler 24 becomes long, so that the wall body 2 is firmly fixed to the foundation 8. In addition, since the width and the length interval of the mounting holes 20 are formed to expand downward in installation, the wall main body 2 is hung and a plurality of reinforcing bars 25 are attached to the mounting holes 20. It can be easily stored in the.

【0018】また、実施例上の効果として、壁本体2の
上部にはPC鋼材14によりプレストレストを付与したか
ら、コンクリートからなる壁本体2の強度が向上する。
さらに、壁本体2を高強度コンクリートにより成型した
ことにより、耐衝撃性が向上する。また、壁本体2は取
付孔20分だけ軽量となるため、吊り下ろし作業等が容易
となる。さらに、注入口23は取付孔20の平断面の面積よ
り小さくしたから、充填材24の仕上げを注入口23分だけ
行えば済む。また、壁本体2を基礎8に載置した状態
で、取付孔20は長さ方向両側の中実部21,21、上部の中
実部22、及び基礎8の上面により塞がれるから、注入口
23から充填した充填材24が外部に漏れることがなく、施
工を容易に行うことができる。
As an effect of the embodiment, since the upper portion of the wall body 2 is prestressed by the PC steel material 14, the strength of the wall body 2 made of concrete is improved.
Furthermore, since the wall body 2 is molded from high-strength concrete, impact resistance is improved. Further, since the wall body 2 is lightened only by the amount of the mounting hole for 20 minutes, the hanging work and the like becomes easy. Further, since the injection port 23 is smaller than the area of the flat cross section of the mounting hole 20, the filling material 24 only needs to be finished for the injection port 23. In addition, with the wall body 2 placed on the foundation 8, the mounting hole 20 is closed by the solid portions 21, 21 on both sides in the length direction, the upper solid portion 22, and the upper surface of the foundation 8, entrance
The filler 24 filled from 23 does not leak to the outside and the construction can be easily performed.

【0019】尚、本発明は上記各実施例に限定されるも
のではなく、本発明の容易の範囲内において、種々の変
形実施が可能である。例えば、壁本体の形状,寸法,大
きさ等は適宜選定可能である。また、突条と受溝、凹部
等の形状,寸法,大きさ等は形の合う凹と凸の部位が相
互に係合するものであればよく、かつその配置も適宜選
定可能である。さらに、基礎は現場打ちコンクリート製
あるいはプレキャスト製のどちらでもよいことは言うま
でもない。また、図1においては、充填材を注入口の段
部まで充填したものを図示したが、壁本体の上面まで充
填してもよい。
The present invention is not limited to the above embodiments, and various modifications can be made within the scope of the present invention. For example, the shape, size, size, etc. of the wall body can be appropriately selected. The shapes, dimensions, sizes, etc. of the ridges, the receiving grooves, and the recesses may be such that concave and convex portions having the same shape are engaged with each other, and the arrangement thereof can also be appropriately selected. Furthermore, it goes without saying that the foundation may be either cast-in-place concrete or precast. Further, in FIG. 1, the filling material is filled up to the step portion of the injection port, but it may be filled up to the upper surface of the wall body.

【0020】[0020]

【発明の効果】請求項1の発明は、幅方向両側に傾斜面
を有するプレキャストコンクリート製の壁本体と、この
壁本体の幅方向一側面に設けられた取付用凹所と、この
取付用凹所から壁本体の下面に穿設された挿通孔と、こ
の挿通孔に挿通され下部を基礎に固定する壁本体用固定
部材と、前記基礎に立設された複数の鉄筋と、前記壁本
体の下面略中央に設けられ前記複数の鉄筋を収納する取
付孔と、この取付孔と前記壁本体の上部とを連通する充
填材注入口とを備えたものであり、道路の端部等の使用
に適し、取付強度を効果的に高めることができるコンク
リートガードフェンスを提供することができる。
According to the invention of claim 1, a wall body made of precast concrete having inclined surfaces on both sides in the width direction, a mounting recess provided on one side surface in the width direction of the wall body, and a mounting recess. A through hole formed in the lower surface of the wall body from a place, a wall body fixing member that is inserted into the through hole and fixes the lower portion to the foundation, a plurality of reinforcing bars erected on the foundation, and the wall body It is provided with a mounting hole that is provided substantially in the center of the lower surface and accommodates the plurality of reinforcing bars, and a filler injection port that communicates the mounting hole with the upper portion of the wall body, and is used for the end of a road or the like. It is possible to provide a concrete guard fence that is suitable and can effectively increase the mounting strength.

【0021】請求項2の発明は、前記壁本体の一側面の
下部に、側方に突出する脚部を設けると共に、この脚部
に前記取付用凹所を複数設け、前記基礎に複数の鉄筋を
前記壁本体の長さ方向に並んで設け、それら複数の鉄筋
を収納する前記取付孔は、前記幅方向より長さ方向を長
く形成したものであり、道路の端部等の使用に適し、取
付強度を効果的に高めることができるコンクリートガー
ドフェンスを提供することができる。
According to a second aspect of the present invention, a leg portion projecting laterally is provided at a lower portion of one side surface of the wall body, and a plurality of the mounting recesses are provided in the leg portion, and a plurality of reinforcing bars are provided on the foundation. Are provided side by side in the lengthwise direction of the wall main body, the mounting holes for accommodating the plurality of reinforcing bars are formed such that the lengthwise direction is longer than the widthwise direction, and are suitable for use at the end of a road, It is possible to provide a concrete guard fence capable of effectively increasing the mounting strength.

【0022】請求項3の発明は、前記鉄筋の前記取付孔
に収納する部分の長さを壁本体の高さの2分の1以上に
し、前記取付孔の幅及び長さ間隔を下方に向かって拡大
形成したものであり、道路の端部等の使用に適し、取付
強度を効果的に高めることができるコンクリートガード
フェンスを提供することができる。
According to a third aspect of the present invention, the length of the portion of the reinforcing bar to be housed in the mounting hole is set to ½ or more of the height of the wall main body, and the width and the length interval of the mounting hole are directed downward. Thus, it is possible to provide a concrete guard fence that is enlarged and formed, is suitable for use at the end of a road, etc. and can effectively increase the mounting strength.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例を示す幅方向の断面図であ
る。
FIG. 1 is a cross-sectional view in the width direction showing an embodiment of the present invention.

【図2】本発明の一実施例を示す側面図である。FIG. 2 is a side view showing an embodiment of the present invention.

【図3】本発明の一実施例を示す要部の拡大平面図であ
る。
FIG. 3 is an enlarged plan view of a main part showing an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

2 壁本体 2A 下面 3 平坦傾斜面 4 脚部 5 取付用凹所 6 取付用パイプ(挿通孔) 7 アンカーボルト(壁本体用固定部材) 8 コンクリート基礎 20 取付孔 23 充填材注入口 24 充填材 25 差し筋(鉄筋) 2 Wall body 2A Lower surface 3 Flat inclined surface 4 Legs 5 Mounting recess 6 Mounting pipe (insertion hole) 7 Anchor bolt (fixing member for wall body) 8 Concrete foundation 20 Mounting hole 23 Filler inlet 24 Filler 25 Reinforcing bar (rebar)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 赤間 淳一 東京都千代田区麹町4−2 興和コンクリ ート株式会社内 (72)発明者 柳澤 正 東京都港区新橋5−33−11 日本ヒューム 管株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Junichi Akama 4-2 Kojimachi, Chiyoda-ku, Tokyo Within Kowa Concrete Co., Ltd. (72) Inventor Tadashi Yanagisawa 5-33-11, Shinbashi, Minato-ku, Tokyo Nippon Hume Co., Ltd. In the company

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 幅方向両側に傾斜面を有するプレキャス
トコンクリート製の壁本体と、この壁本体の幅方向一側
面に設けられた取付用凹所と、この取付用凹所から壁本
体の下面に穿設された挿通孔と、この挿通孔に挿通され
下部を基礎に固定する壁本体用固定部材と、前記基礎に
立設された複数の鉄筋と、前記壁本体の下面略中央に設
けられ前記複数の鉄筋を収納する取付孔と、この取付孔
と前記壁本体の上部とを連通する充填材注入口とを備え
たことを特徴とするコンクリートガードフェンス。
1. A wall main body made of precast concrete having inclined surfaces on both sides in the width direction, a mounting recess provided on one side surface in the width direction of the wall main body, and a lower surface of the wall main body from the mounting recess. A through-hole that has been drilled, a wall body fixing member that is inserted into the through-hole and fixes the lower part to the foundation, a plurality of reinforcing bars that are erected on the foundation, and the wall body is provided substantially at the center of the lower surface of the wall body. A concrete guard fence comprising: a mounting hole for accommodating a plurality of reinforcing bars; and a filler injection port that connects the mounting hole and an upper portion of the wall body.
【請求項2】 前記壁本体の一側面の下部に、側方に突
出する脚部を設けると共に、この脚部に前記取付用凹所
を複数設け、前記基礎に複数の鉄筋を前記壁本体の長さ
方向に並んで設け、それら複数の鉄筋を収納する前記取
付孔は、前記幅方向より長さ方向を長く形成したことを
特徴とする請求項1記載のコンクリートガードフェン
ス。
2. A leg portion protruding laterally is provided at the lower part of one side surface of the wall body, and a plurality of the mounting recesses are provided on the leg portion, and a plurality of reinforcing bars are provided on the foundation of the wall body. The concrete guard fence according to claim 1, wherein the attachment holes that are arranged in the lengthwise direction and that accommodate the plurality of reinforcing bars are formed so that the lengthwise direction is longer than the widthwise direction.
【請求項3】 前記鉄筋の前記取付孔に収納する部分の
長さを壁本体の高さの2分の1以上にし、前記取付孔の
幅及び長さ間隔を下方に向かって拡大形成したことを特
徴とする請求項2記載のコンクリートガードフェンス。
3. A length of a portion of the reinforcing bar to be housed in the mounting hole is set to be ½ or more of a height of a wall body, and a width and a length interval of the mounting hole are enlarged downward. The concrete guard fence according to claim 2, wherein
JP10815496A 1996-04-26 1996-04-26 Concrete guard fence Pending JPH09291516A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10815496A JPH09291516A (en) 1996-04-26 1996-04-26 Concrete guard fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10815496A JPH09291516A (en) 1996-04-26 1996-04-26 Concrete guard fence

Publications (1)

Publication Number Publication Date
JPH09291516A true JPH09291516A (en) 1997-11-11

Family

ID=14477326

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10815496A Pending JPH09291516A (en) 1996-04-26 1996-04-26 Concrete guard fence

Country Status (1)

Country Link
JP (1) JPH09291516A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010088760A (en) * 2001-09-01 2001-09-28 이광민 Installing method of strong protection wall at upper pannel of bridge
US6679649B1 (en) * 2002-12-27 2004-01-20 Sps New England, Inc. Barrier wall apparatus and method of construction
JP2012509423A (en) * 2008-11-20 2012-04-19 レブロク・ゲーエムベーハー Connection system for connecting separating members for traffic areas
JP2018009405A (en) * 2016-07-15 2018-01-18 株式会社ニュー・メソッド Block structure and connection structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010088760A (en) * 2001-09-01 2001-09-28 이광민 Installing method of strong protection wall at upper pannel of bridge
US6679649B1 (en) * 2002-12-27 2004-01-20 Sps New England, Inc. Barrier wall apparatus and method of construction
JP2012509423A (en) * 2008-11-20 2012-04-19 レブロク・ゲーエムベーハー Connection system for connecting separating members for traffic areas
JP2018009405A (en) * 2016-07-15 2018-01-18 株式会社ニュー・メソッド Block structure and connection structure

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