JP3559395B2 - Highway construction method - Google Patents

Highway construction method Download PDF

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Publication number
JP3559395B2
JP3559395B2 JP19049496A JP19049496A JP3559395B2 JP 3559395 B2 JP3559395 B2 JP 3559395B2 JP 19049496 A JP19049496 A JP 19049496A JP 19049496 A JP19049496 A JP 19049496A JP 3559395 B2 JP3559395 B2 JP 3559395B2
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Japan
Prior art keywords
hanging tool
base plate
column
hole
lateral hole
Prior art date
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Expired - Fee Related
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JP19049496A
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Japanese (ja)
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JPH1037134A (en
Inventor
昭浩 四谷
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Sekisui Jushi Corp
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Sekisui Jushi Corp
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Publication date
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Priority to JP19049496A priority Critical patent/JP3559395B2/en
Publication of JPH1037134A publication Critical patent/JPH1037134A/en
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Description

【0001】
【発明の属する技術分野】
本発明は、天然石等で作製された支柱で構成される高欄の施工方法に関する。
【0002】
【従来の技術】
従来、防護柵の支柱に於いて天然石で作製された支柱は地覆に箱抜きを施し、そこに天然石で作製された支柱を納め、モルタル等で固定する工法が知られている。
【0003】
【発明が解決しようとする課題】
しかしながら上記の如き防護柵に於いて、地表に載置された天然石の支柱はその自重によって自立しているが、強い水平応力が加えられると転倒する可能性があり、危険であった。又天然石の強度が安定したものではなく、特に強い衝撃力がかかると割れたり折れたりするという問題があった。
又、石部材を扱う施工ではハサミと呼ばれる重機が用いられるが、金属製の高欄の施工業者はこの種の建設機材を一般に用いないので、ハサミがなくても施工できる施工方法が要望されている。
【0004】
【課題を解決するための手段】
本発明請求項1記載の高欄の施工方法は橋梁の地覆を構成するコンクリート中に埋設されたアンカーボルトにベースプレートが螺着され、このベースプレート上に補強材が立設され、上下面に亘って貫通した縦孔が穿設されると共に相対する2側面に亘って横孔が貫通された非金属無機材料からなる支柱がこの横孔に挿通された吊り下げ具で吊り下げられて前記補強材に被装されると共に補強材の基部の上部に溶接されたL型の金具からなる支持部の上に載置され、立設された後前記吊り下げ具が抜き取られ、吊り下げ具が抜き取られた後の横孔に柵体が取り付けられるもので、地覆に埋設されたアンカーボルトにベースプレート上の補強材が取り付けられるもので、支柱の建殖以後の施工が乾式工法で行えるので作業性が良く、支柱側面に穿設された横孔に吊り下げ具を挿通して支柱を吊り下げることができ特殊な治工具が不要で、支柱が前記補強材に被装されるので、支柱が天然石や人造石等の脆い材質でも補強材に補強され好適なものとなされる。
本発明請求項2記載の高欄の施工方法は、両端に雄ネジが螺設された鋼棒が支柱の側面に穿設された横孔に挿通され、両端の雄ネジにアイナットが螺入されて吊り下げ具となされ、この吊り下げ具両端のリング部に紐状体が挿通され、この紐状体支柱が吊り下げられて施工されるもので、支柱に吊り下げ具を付けるのが容易で、取り付けた吊り下げ具が外れたり破損したりすることもない。
【0005】
【発明の実施の形態】
1は石造り等の支柱であり、この支柱1、1間に柵体2が横架され防護柵となされている。支柱1の相対する両側面には横孔12が穿設され、この横孔12にボルトが挿通され柵体2が支柱1に螺着されている。本実施例では、柵体2は上下一対の水平ビーム21間に適宜間隔で垂直ビーム22が取付けられ作製されたものを示したが柵体2はこれに限るものではなく、水平ビームのみで構成された横桟型でも良いし、アルミ板等のパネルで構成されたパネル型でも良い。
【0006】
本発明防護柵を橋梁の地覆に施工する場合に付いての施工方法の1例に付いて説明する。
まず、アンカーボルト4がその雄ネジ部が露出されるように地覆に埋設され、このアンカーボルト4の雄ネジ部に補強材3のベースプレート31を嵌装螺着して、地覆上に補強材3を立設する。次にベースプレートカバー32が補強材3の下部に巻装され補強材3下部のL型金具やアンカーボルト4のネジ部が隠蔽されている。
次に、支柱1の上部の2側面に亘って貫通された横孔12に両端に雄ネジ72が螺設された鋼棒71が通されその両端の雄ネジ72にアイナット73が螺入され、吊り下げ具7となされる。この吊り下げ具7両端のアイナット73のリング部にロープ等の紐状体が挿通され、この紐状体の他端部がクレーン等で持ち上げられ前記補強材3に支柱1が被されるように立設される。支柱1が立設された後、支柱1側面上部に穿設された横孔12に挿通された吊り下げ具7端部のアイナット73が外され、吊り下げ具7が抜き取られる。立設された支柱1はその中心軸に沿って地覆に取付けられた補強材3が装着されているので、水平方向に大きな応力が加えられたときも容易に転倒することがなく、衝撃等で破損したときも飛散することがない。
次に、支柱1側面の横孔12に取付け金具が螺着され、この金具に柵体2の水平ビーム21が取付けられ、柵体2が支柱1間に取付けられ防護柵となされる。この後、端部に立設された支柱1は柵体2が取付けられた側の反対側側面の横孔12に反射体が挿入取付けられる。支柱1側面に反射体が取付けられているので、夜間自動車等から照射される光を反射して自動車等の運転者に支柱1が視認され易くなされる。
最後に、支柱1の上端にキャップ13が嵌着され施工が完了する。
【0007】
次に本発明高欄の施工方法に用いられる高欄の構成の1例に付いて説明する。
支柱1はその断面略4角形の柱状体でその4角の面が取られ、水平断面略中心に縦孔11が上下に貫通して穿設されている。支柱1の相対する2側面には横孔12が各面の1〜2箇所の適宜位置に穿設されている。この横孔12は支柱1をクレーン等で移動するときロープをこの横孔12に通し吊り下げられるようになされている。支柱1は天然石や人造石或いはコンクリート等の非金属無機材料で作製される。又、支柱1の形状は前記した形状に限るものではなく、円柱状等適宜周囲の景観に配慮した形状となされれば良い。
【0008】
補強材3はそのベースプレート31が橋梁等の地覆に埋設されたアンカーボルト4に螺着され、地覆上に立設される。環状のベースプレートカバー32が前記ベースプレート31に嵌装され、ベースプレート31やアンカーボルト4を隠蔽し、外観を良くしている。補強柱3はその外接円径が支柱1の縦孔径11より小径のH形鋼で作製されその基部にベースプレート31が溶接され、基部の稍々上部にL型の金具が4方に溶接され支持部33となされている。前記支柱1の縦孔11がこの補強材3に被されこの支持部33上に載置される。支柱1の上の横孔12の位置に対応した位置の補強材3のウエブ部34が略U字型に切り欠かれるとともに下の横孔12の位置に対応した位置の補強材3のウエブ部34に孔が穿設されている。補強材3は本実施例ではH形鋼で作製される例を示したがH形鋼に限るものではなく、鋼管等他の形鋼で作製されても良いし、鋼やアルミ等を鋳造して作製されても良く、その表面は防錆の為鍍金や塗装等適宜表面処理が施されれば良い。
【0009】
5は反射板であり、成型品の表面に反射ビーズ等が分散配置され、裏面に取付け用の突起が形成されている。6はバネ材であり、このバネ材6の基板61の両端が略直角に屈曲され、脚部62となされ、この脚部62の先端がJ字型に折曲され係止部621となされている。反射板5裏面の突起が前記バネ材6の中央に穿設された取付孔に挿入され、加熱圧し潰されて反射板5がバネ材6に取付けられ反射体となされる。
【0010】
バネ材6は鋼板等の弾性板材で作製されており、支柱1の側面に形成された横孔12に反射体を取付けるにはバネ材6の脚部62を内側に折曲し前記横孔12に挿入していくと反射板5の裏面が前記した支柱側面に穿設された横孔の入り口に形成された段部に当接され反射体はその表面が支柱表面と同じレベルで取り付けられる。このとき反射板5の裏面に設けられた脚部62先端の係止部621が横孔内壁に係合され反射体が横孔から抜けないようになされる。
【0011】
【発明の効果】
本発明請求項1記載の高欄の施工方法は橋梁の地覆を構成するコンクリート中に埋設されたアンカーボルトにベースプレートが螺着され、このベースプレート上に補強材が立設され、上下面に亘って貫通した縦孔が穿設されると共に相対する2側面に亘って横孔が貫通された非金属無機材料からなる支柱がこの横孔に挿通された吊り下げ具で吊り下げられて前記補強材に被装されると共に補強材の基部の上部に溶接されたL型の金具からなる支持部の上に載置され、立設された後前記吊り下げ具が抜き取られ、吊り下げ具が抜き取られた後の横孔に柵体が取り付けられるもので、地覆に埋設されたアンカーボルトにベースプレート上の補強材が取り付けられるもので、支柱の建殖以後の施工が乾式工法で行えるので作業性が良く、支柱側面に穿設された横孔に吊り下げ具を挿通して支柱を吊り下げることができ特殊な治工具が不要で、支柱が前記補強材に被装されるので、支柱が天然石や人造石等の脆い材質でも補強材に補強され、水平方向に大きな応力がかかったときも容易に転倒することがなく好適なものとなされる。
本発明請求項2記載の高欄の施工方法は、両端に雄ネジが螺設された鋼棒が支柱の側面に穿設された横孔に挿通され、両端の雄ネジにアイナットが螺入されて吊り下げ具となされ、この吊り下げ具両端のリング部に紐状体が挿通され、この紐状体支柱が吊り下げられて施工されるもので、支柱に吊り下げ具を付けるのが容易で、取り付けた吊り下げ具が外れたり破損したりすることもない。

【図面の簡単な説明】
【図1】本発明高欄の施工方法の実施形態の一例を示す高欄の正面図である。
【図2】本発明高欄の施工方法における支柱組立の実施形態の一例を示す組立図である。
【図3】図1の支柱下部の一部切り欠き詳細図である。
【図4】本発明に用いられる反射体の実施形態の一例を示す(イ)は正面図、(ロ)は右側面図である。
【符号の説明】
1 支柱
11 縦孔
12 横孔
13 キャップ
2 柵体
21 水平ビーム
22 垂直ビーム
3 補強材
31 ベースプレート
32 ベースプレートカバー
33 支持部
34 ウエブ部
4 アンカーボルト
5 反射板
6 バネ材
61 基板
62 脚部
621係止部
7 吊り下げ具
71 鋼棒
72 雄ネジ
73 アイナット
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a construction method of a railing composed of columns made of natural stone or the like.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, there has been known a construction method in which a pillar made of natural stone is used as a pillar of a protective fence, a box is formed on a ground cover, a pillar made of natural stone is placed therein, and fixed with mortar or the like.
[0003]
[Problems to be solved by the invention]
However, in the above-mentioned protective fence, the pillar of natural stone placed on the surface of the ground is self-supporting by its own weight, but when strong horizontal stress is applied, there is a possibility that the pillar may fall and is dangerous. Further, the strength of the natural stone is not stable, and there is a problem that the stone is cracked or broken particularly under a strong impact force.
In addition, heavy equipment called scissors is used in the construction that handles stone members, but construction companies with metal railing do not generally use this kind of construction equipment, so there is a demand for a construction method that can perform construction without scissors .
[0004]
[Means for Solving the Problems]
According to the construction method of a railing according to claim 1 of the present invention, a base plate is screwed to an anchor bolt embedded in concrete constituting a ground covering of a bridge, a reinforcing material is erected on the base plate, and the upper and lower surfaces are extended. struts through the vertical hole is made of non-metallic inorganic material transverse holes are penetrating over two opposite sides while being drilled, the reinforcing material is suspended in the hanger, which is inserted through the transverse hole to be placed on the supporting portion made of covered state by fitting the L-shaped welded to the upper portion of the base of Rutotomoni reinforcement, the hanger after it is erected is withdrawn, hanger is withdrawn those Sakutai is attached to the transverse bore of the after, in which the reinforcing member on the base plate is attached to the embedded anchor bolts Jibuku, workability since construction after construction of strut殖以can be performed by a dry construction method Good, support side The support can be hung by inserting a hanging tool through the drilled horizontal hole, no special jig is required, and the support is covered with the reinforcing material, so the support is fragile such as natural stone or artificial stone. also made with suitable reinforced reinforcing member a material.
According to the construction method of the balustrade according to the second aspect of the present invention, a steel rod having external threads threaded at both ends is inserted into a lateral hole drilled on the side surface of the column, and an eye nut is screwed into the external threads at both ends. It is made as a hanging tool, and a string is inserted into the ring at both ends of the hanging tool , and the strut is suspended and constructed with this string, and it is easy to attach the hanging tool to the pole. In addition, the attached suspension does not come off or break.
[0005]
BEST MODE FOR CARRYING OUT THE INVENTION
Reference numeral 1 denotes a pillar made of stone or the like, and a fence 2 is suspended between the pillars 1 and 1 to form a protective fence. A lateral hole 12 is formed in both opposing side surfaces of the column 1, and a bolt is inserted through the lateral hole 12 to screw the fence 2 to the column 1. In the present embodiment, the fence 2 is shown as being made by mounting the vertical beams 22 at appropriate intervals between a pair of upper and lower horizontal beams 21. However, the fence 2 is not limited to this, and is composed of only horizontal beams. May be used, or a panel type formed of a panel such as an aluminum plate may be used.
[0006]
An example of a construction method when the protective fence of the present invention is constructed on a ground covering of a bridge will be described.
First, the anchor bolt 4 is buried in the ground cover so that its male screw portion is exposed, and the base plate 31 of the reinforcing material 3 is fitted and screwed into the male screw portion of the anchor bolt 4 to reinforce it on the ground cover. Material 3 is erected. Next, the base plate cover 32 is wound around the lower part of the reinforcing member 3 so as to cover the L-shaped fitting and the screw portion of the anchor bolt 4 under the reinforcing member 3.
Next, a steel rod 71 having external threads 72 threaded at both ends is passed through the lateral hole 12 penetrated over the upper two side surfaces of the column 1, and an eye nut 73 is screwed into the external threads 72 at both ends thereof. A hanging tool 7 is provided. A string such as a rope is inserted through the ring portions of the eye nuts 73 at both ends of the suspending tool 7, and the other end of the string is lifted by a crane or the like so that the support 1 is covered with the reinforcing member 3. It is erected. After the support 1 is erected, the eye nut 73 at the end of the suspension 7 inserted in the lateral hole 12 formed in the upper part of the side surface of the support 1 is removed, and the suspension 7 is removed. Since the upright supporting column 1 is provided with the reinforcing member 3 attached to the ground cover along the central axis thereof, it does not easily fall down even when a large stress is applied in the horizontal direction, so that it does not fall. It does not scatter when damaged.
Next, a mounting bracket is screwed into the lateral hole 12 on the side surface of the support 1, and the horizontal beam 21 of the fence 2 is mounted on the mounting, and the fence 2 is mounted between the supports 1 to form a protective fence. Thereafter, a reflector is inserted and mounted in the lateral hole 12 on the side opposite to the side where the fence body 2 is mounted on the pillar 1 erected at the end. Since the reflector is attached to the side surface of the pillar 1, the pillar 1 is easily recognized by a driver such as an automobile by reflecting light emitted from the automobile at night.
Finally, the cap 13 is fitted on the upper end of the column 1 to complete the construction.
[0007]
Next, an example of a configuration of a railing used in the method of constructing a railing according to the present invention will be described.
The column 1 is a columnar body having a substantially quadrangular cross section, and its square surface is formed, and a vertical hole 11 is bored at the center of the horizontal cross section vertically. Lateral holes 12 are formed in two opposing side surfaces of the column 1 at one or two appropriate positions on each surface. The horizontal hole 12 is configured so that a rope can be suspended through the horizontal hole 12 when the column 1 is moved by a crane or the like. The support 1 is made of a nonmetallic inorganic material such as natural stone, artificial stone or concrete. In addition, the shape of the column 1 is not limited to the above-mentioned shape, and may be any shape such as a column shape that appropriately considers the surrounding scenery.
[0008]
The reinforcing material 3 has its base plate 31 screwed to anchor bolts 4 embedded in a ground covering such as a bridge, and is erected on the ground covering. An annular base plate cover 32 is fitted on the base plate 31, concealing the base plate 31 and the anchor bolts 4 to improve the appearance. The reinforcing column 3 is made of an H-shaped steel having a circumscribed circle diameter smaller than the vertical hole diameter 11 of the column 1, and a base plate 31 is welded to the base thereof. The unit 33 is provided. The vertical hole 11 of the column 1 is covered with the reinforcing member 3 and is placed on the support portion 33. The web portion 34 of the reinforcing member 3 at a position corresponding to the position of the horizontal hole 12 on the column 1 is cut out in a substantially U shape, and the web portion of the reinforcing member 3 at a position corresponding to the position of the horizontal hole 12 below. A hole is drilled in 34. In this embodiment, the reinforcing member 3 is made of an H-shaped steel. However, the reinforcing member 3 is not limited to the H-shaped steel, but may be made of another shaped steel such as a steel pipe. The surface may be appropriately subjected to surface treatment such as plating or painting for rust prevention.
[0009]
Reference numeral 5 denotes a reflection plate, in which reflection beads or the like are dispersedly arranged on the surface of the molded product, and mounting projections are formed on the back surface. Reference numeral 6 denotes a spring material. Both ends of the substrate 61 of the spring material 6 are bent at substantially right angles to form a leg 62, and the tip of the leg 62 is bent into a J-shape to form a locking portion 621. I have. The projection on the back surface of the reflecting plate 5 is inserted into a mounting hole formed in the center of the spring member 6, and is crushed by heating, and the reflecting plate 5 is attached to the spring member 6 to form a reflector.
[0010]
The spring member 6 is made of an elastic plate material such as a steel plate. To attach a reflector to the lateral hole 12 formed on the side surface of the column 1, the leg 62 of the spring member 6 is bent inward to form the lateral hole 12. When the reflector is inserted into the hole, the back surface of the reflector 5 is brought into contact with the step formed at the entrance of the horizontal hole formed in the side surface of the column, and the reflector is mounted at the same level as the surface of the column. At this time, the locking portion 621 at the tip of the leg 62 provided on the back surface of the reflection plate 5 is engaged with the inner wall of the horizontal hole so that the reflector does not fall out of the horizontal hole.
[0011]
【The invention's effect】
According to the construction method of a railing according to claim 1 of the present invention, a base plate is screwed to an anchor bolt embedded in concrete constituting a ground covering of a bridge, a reinforcing material is erected on the base plate, and the upper and lower surfaces are extended. struts through the vertical hole is made of non-metallic inorganic material transverse holes are penetrating over two opposite sides while being drilled, the reinforcing material is suspended in the hanger, which is inserted through the transverse hole to be placed on the supporting portion made of covered state by fitting the L-shaped welded to the upper portion of the base of Rutotomoni reinforcement, the hanger after it is erected is withdrawn, hanger is withdrawn those Sakutai is attached to the transverse bore of the after, in which the reinforcing member on the base plate is attached to the embedded anchor bolts Jibuku, workability since construction after construction of strut殖以can be performed by a dry construction method Good, support side The support can be hung by inserting a hanging tool through the perforated horizontal hole, no special jig is required, and the support is covered with the reinforcing material, so the support is fragile such as natural stone or artificial stone. It reinforced reinforcing material in the material, made with suitable without also fall easily when a large stress applied to the horizontal direction.
According to the construction method of the balustrade according to claim 2 of the present invention, a steel rod having external threads screwed at both ends is inserted into a lateral hole drilled on the side surface of the support, and an eye nut is screwed into the external threads at both ends. It is made as a hanging tool, and a string is inserted into the ring part at both ends of this hanging tool , and the strut is suspended and constructed with this string-shaped body , and it is easy to attach the hanging tool to the pillar. In addition, the attached suspension does not come off or break.

[Brief description of the drawings]
FIG. 1 is a front view of a railing showing an example of an embodiment of a method of building a railing according to the present invention.
FIG. 2 is an assembly diagram showing an example of an embodiment of a column assembly in the method of constructing a railing according to the present invention.
FIG. 3 is a partially cutaway detailed view of a lower portion of a support column in FIG.
4A and 4B show an example of an embodiment of a reflector used in the present invention, wherein FIG. 4A is a front view, and FIG. 4B is a right side view.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Support | pillar 11 Vertical hole 12 Horizontal hole 13 Cap 2 Fence body 21 Horizontal beam 22 Vertical beam 3 Reinforcement material 31 Base plate 32 Base plate cover 33 Support part 34 Web part 4 Anchor bolt 5 Reflector 6 Spring material 61 Substrate 62 Leg part 621 locking Part 7 Hanging tool 71 Steel rod 72 Male screw 73 Eye nut

Claims (2)

橋梁の地覆を構成するコンクリート中に埋設されたアンカーボルトにベースプレートが螺着され、このベースプレート上に補強材が立設され、上下面に亘って貫通した縦孔が穿設されると共に相対する2側面に亘って横孔が貫通された非金属無機材料からなる支柱がこの横孔に挿通された吊り下げ具で吊り下げられて前記補強材に被装されると共に補強材の基部の上部に溶接されたL型の金具からなる支持部の上に載置され、立設された後前記吊り下げ具が抜き取られ、吊り下げ具が抜き取られた後の横孔に柵体が取り付けられることを特徴とする高欄の施工方法。A base plate is screwed to anchor bolts buried in concrete constituting a ground covering of the bridge, a reinforcing material is erected on the base plate, and a vertical hole penetrating the upper and lower surfaces is formed and opposed to each other. posts made of non-metallic inorganic material transverse holes are penetrating over two sides, an upper portion of the base portion of the lateral hole is suspended in inserted through the hanger to the covered state to the reinforcement Rutotomoni reinforcement Is placed on a supporting portion made of L-shaped metal fittings welded to the support member , the hanging tool is removed after standing, and the fence is attached to the lateral hole after the hanging tool is removed. The construction method of a railing, characterized by: 両端に雄ネジが螺設された鋼棒が支柱の側面に穿設された横孔に挿通され、両端の雄ネジにアイナットが螺入されて吊り下げ具となされ、この吊り下げ具両端のリング部に紐状体が挿通され、この紐状体支柱が吊り下げられて施工されることを特徴とする請求項1記載の高欄の施工方法。A steel rod with external threads threaded at both ends is inserted through a lateral hole drilled on the side of the column, and eye nuts are screwed into the external threads at both ends to form a hanging tool. The method according to claim 1, wherein a string-like body is inserted through the portion, and the strut is suspended by the string-like body.
JP19049496A 1996-07-19 1996-07-19 Highway construction method Expired - Fee Related JP3559395B2 (en)

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JP19049496A JP3559395B2 (en) 1996-07-19 1996-07-19 Highway construction method

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JP3559395B2 true JP3559395B2 (en) 2004-09-02

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KR101016706B1 (en) 2010-08-31 2011-02-22 주식회사 이도산업 Traffic lane seperator
CN104404879A (en) * 2014-11-10 2015-03-11 黄叶芳 Connecting hanging bracket
JP6768725B2 (en) * 2018-02-13 2020-10-14 四国化成工業株式会社 Guard fence

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