JPH04237708A - Sign post repairing method - Google Patents
Sign post repairing methodInfo
- Publication number
- JPH04237708A JPH04237708A JP3019367A JP1936791A JPH04237708A JP H04237708 A JPH04237708 A JP H04237708A JP 3019367 A JP3019367 A JP 3019367A JP 1936791 A JP1936791 A JP 1936791A JP H04237708 A JPH04237708 A JP H04237708A
- Authority
- JP
- Japan
- Prior art keywords
- post
- sign
- column
- support
- sign post
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 239000002184 metal Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 4
- 230000002265 prevention Effects 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 229910000639 Spring steel Inorganic materials 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Road Signs Or Road Markings (AREA)
Abstract
Description
【０００１】0001
【産業上の利用分野】本発明は、車道の側方に沿って道
路線形等を明示し、運転者の視線誘導を行う視線誘導（
デリネーター、スノーポール）等の標識支柱の補修方法
に関する。[Industrial Field of Application] The present invention is directed to a line-of-sight guide system that clearly indicates the road alignment along the side of the roadway and guides the driver's line of sight.
Regarding repair methods for signposts such as delinators, snow poles), etc.
【０００２】0002
【従来の技術】既設の標識支柱が破損したり、古くなっ
たり、反射器が割れたりして標識としての役目を果たさ
なくなった場合、新しい標識支柱をコンクリート基礎の
部分からやり直し、建植していた。図１０に既設の標識
支柱（デリネーター）１を示している。この既設の標識
支柱１の下端部はコンクリート基礎２で地中に固定され
ている。３は標識である。[Prior Art] When an existing sign post is damaged, old, or has a broken reflector and no longer functions as a sign, a new sign post is rebuilt from the concrete foundation and replanted. Ta. Figure 10 shows the existing signpost (delineator) 1. The lower end of this existing sign post 1 is fixed underground with a concrete foundation 2. 3 is a sign.
【０００３】0003
【発明が解決しようとする課題】ところが、この従来技
術の場合、標識支柱１のコンクリート基礎２の部分から
やり直すため、床堀り、形枠造り、コンクリート打設、
埋戻しなど、機械や人手が多くかかっていた。[Problems to be Solved by the Invention] However, in the case of this prior art, in order to start over from the concrete foundation 2 of the sign post 1, it is necessary to carry out floor excavation, formwork construction, concrete pouring, etc.
Backfilling and other tasks required a lot of machinery and manpower.
【０００４】打設したコンクリートの養生に多くの時間
がかかるとともに施工費用が高くついていた。また、施
工中、長時間にわたって交通規制をしなければならず、
交通渋滞をまねき、通行に迷惑をかけていた。[0004] Curing of poured concrete takes a lot of time and construction costs are high. Additionally, during construction, traffic had to be regulated for long periods of time.
This caused traffic congestion and caused a nuisance to pedestrians.
【０００５】[0005]
【課題を解決するための手段】本発明標識支柱の補修方
法は、既設の標識支柱の根元を適当な高さ位置で切断し
、下端部を拡径させたつぎ足し支柱を既設の標識支柱の
根元部に残った受柱に連接固定させるものである。[Means for Solving the Problems] The method for repairing a sign post of the present invention involves cutting off the base of an existing sign post at an appropriate height, and adding an additional post with its lower end enlarged in diameter to the base of the existing sign post. It is connected and fixed to the support pillar that remains in the section.
【０００６】また、受柱に対するつぎ足し支柱の具体的
な連接固定手段の一つとして、受柱内に嵌入する補強パ
イプをつぎ足し支柱の下端拡径部内に設け、受柱内に補
強パイプを嵌入するとともに下端拡径部を受柱に被せる
ように差し込み、新しい標識を備えたつぎ足し支柱とこ
の受柱とを固定金具を介して固定させるものを挙げるこ
とができる。[0006] Also, as a specific means for connecting and fixing the supplementary column to the receiving column, a reinforcing pipe that fits into the receiving column is provided in the enlarged diameter portion at the lower end of the supplementary column, and the reinforcing pipe is inserted into the receiving column. In addition, the enlarged diameter portion at the lower end is inserted so as to cover the support post, and the additional support post with the new sign is fixed to the support post via a fixing metal fitting.
【０００７】受柱に対するつぎ足し支柱の具体的な連接
固定手段の他の一つとして、つぎ足し支柱の下端拡径部
に下端面から複数本のスリット溝を形成し、このように
なした下端拡径部を受柱に被せるように差し込み、下端
拡径部の外周面に巻きつけた締め具により、新しい標識
を備えたつぎ足し支柱とこの受柱とを固定させるものを
挙げることができる。As another specific means for connecting and fixing the supplementary column to the receiving column, a plurality of slit grooves are formed from the lower end surface of the supplementary column in the lower end enlarged diameter portion, and the lower end diameter enlarged portion is formed in this way. An example of this method is to insert the part so as to cover the support post, and use a fastener wrapped around the outer circumferential surface of the enlarged diameter part at the lower end to fix the additional support post equipped with a new sign to the support post.
【０００８】[0008]
【作用】古くなったり、反射器が割れたりした既設の標
識支柱を、コンクリート基礎の部分からやり直すことな
く、ワンタッチで補修することができる。[Operation] Existing sign posts that are old or have broken reflectors can be repaired with one touch without having to start over from the concrete foundation.
【０００９】[0009]
【実施例】本発明標識支柱の補修方法は、既設の標識支
柱１の根元を適当な高さ（地表面ＧＬから約５〜１５ｃ
ｍ）位置で切断することにより短い受柱１１として残し
、この短い受柱１１に新しい標識を備えたつぎ足し支柱
５を連接固定するものである。標識支柱１およびつぎ足
し支柱５はＡＢＳ、ＰＶＣ、ＰＥ等のプラスチック管で
ある。[Example] The method for repairing a sign post of the present invention is to repair the base of an existing sign post 1 at an appropriate height (approximately 5 to 15 cm from the ground surface GL).
By cutting at position m), a short support post 11 is left, and an additional support post 5 equipped with a new mark is connected and fixed to this short support post 11. The sign post 1 and the additional post 5 are made of plastic pipes such as ABS, PVC, and PE.
【００１０】つぎ足し支柱５の径と受柱１１の径は同じ
である。したがって、つぎ足し支柱５の下端部の適当な
長さ（下端面から約５〜１５ｃｍ）を受柱１１に嵌入で
きる大きさに拡径させる。この下端拡径部５１を受柱１
１に被せるように差し込み、新しい標識を備えたつぎ足
し支柱５を受柱１１に連接固定する。なお、拡径手段は
スリーブ等を用いて行われるが、工場にてあらかじめ拡
径させてつぎ足し支柱５を製作しておくとよい。The diameter of the additional support post 5 and the diameter of the support post 11 are the same. Therefore, the diameter of the lower end of the additional support column 5 is expanded to a suitable length (approximately 5 to 15 cm from the lower end surface) to a size that allows it to be fitted into the support column 11. This lower end enlarged diameter portion 51 is connected to the support pillar 1.
1, and the additional post 5 with a new sign is connected and fixed to the support post 11. Note that the diameter expanding means is performed using a sleeve or the like, but it is preferable to expand the diameter in advance and manufacture the supplementary support 5 at a factory.
【００１１】つぎ足し支柱５の下端拡径部５１内に補強
パイプ６を設け、つぎ足し支柱５を受柱１１に連接する
とき、この補強パイプ６を受柱１１内に嵌入する。した
がって、つぎ足し支柱５を受柱１１に連接すると、受柱
１１はこの補強パイプ６とつぎ足し支柱５の下端拡径部
５１との間の隙間５２に挟持されることになる。補強パ
イプ６はプラスチック管と金属管のいずれであってもよ
い。A reinforcing pipe 6 is provided in the enlarged diameter portion 51 at the lower end of the additional support column 5, and this reinforcing pipe 6 is inserted into the support column 11 when the additional support column 5 is connected to the support column 11. Therefore, when the supplementary column 5 is connected to the receiving column 11, the receiving column 11 is held in the gap 52 between the reinforcing pipe 6 and the lower end enlarged diameter portion 51 of the supplementary column 5. The reinforcing pipe 6 may be either a plastic pipe or a metal pipe.
【００１２】補強パイプ６の上端６１は拡径していない
つぎ足し支柱５まで入れられ、複数個のビス６２を用い
てつぎ足し支柱５に固着されている。補強パイプ６は受
柱１１内に嵌入されるものである。補強パイプ６とつぎ
足し支柱５の中心軸は同じになされ、両者の間に受柱１
１を差し込む隙間５２を形成している。The upper end 61 of the reinforcing pipe 6 is inserted up to the additional support column 5 whose diameter has not been expanded, and is fixed to the additional support column 5 using a plurality of screws 62. The reinforcing pipe 6 is fitted into the support column 11. The reinforcing pipe 6 and the additional support column 5 have the same center axis, and the support column 1 is placed between them.
1 is formed into a gap 52 into which the holder 1 is inserted.
【００１３】補強パイプ６の下端６３はつぎ足し支柱５
の下端面５３よりも下方へ突出されている。この突出部
分の長さはつぎ足し支柱５に形成した下端拡径部５１の
長さとほぼ同じでよい。したがって、つぎ足し支柱５が
受柱１１に連接されると、つぎ足し支柱５の下端面５３
が地表面ＧＬにほぼ当接し、この補強パイプ６の下端６
３は受柱１１の地中部分に嵌入される。もちろん、これ
と同時に地表面ＧＬから上方へ突出している受柱１１は
前記した隙間５２に嵌入される。The lower end 63 of the reinforcing pipe 6 is an additional support 5
It protrudes downward from the lower end surface 53 of. The length of this protruding portion may be approximately the same as the length of the lower end enlarged diameter portion 51 formed on the additional support column 5. Therefore, when the additional support column 5 is connected to the support column 11, the lower end surface 53 of the addition support column 5
almost touches the ground surface GL, and the lower end 6 of this reinforcing pipe 6
3 is fitted into the underground portion of the support pillar 11. Of course, at the same time, the support pillar 11 protruding upward from the ground surface GL is fitted into the gap 52 described above.
【００１４】次に、つぎ足し支柱５と受柱１１との固定
に用いる固定金具について説明する。[0014] Next, the fixing metal fittings used for fixing the additional support post 5 and the support post 11 will be explained.
【００１５】図１に示す固定金具７は、補強パイプ６の
中心軸に沿って配設した支持棒７１の下端７２に抜け防
止ばね７３を取付けたものである。支持棒７１の上端７
４はＴ字形に配した止着部材７５を介して補強パイプ６
に固着されている。支持棒７１の下端７２は補強パイプ
６の下端６３よりも下方へ突出され、この突出端に前記
した抜け防止ばね７３が取付けられている。The fixture 7 shown in FIG. 1 has a retaining spring 73 attached to the lower end 72 of a support rod 71 disposed along the central axis of the reinforcing pipe 6. Upper end 7 of support rod 71
4 is a reinforcing pipe 6 via a T-shaped fastening member 75.
is fixed to. The lower end 72 of the support rod 71 projects downward from the lower end 63 of the reinforcing pipe 6, and the above-mentioned fall-off prevention spring 73 is attached to this projecting end.
【００１６】抜け防止ばね７３は、ばね鋼で形成され、
ばね鋼板が平面で見て十文字に配され、その交点が支持
棒７１の下端７２に取付けられている。抜け防止ばね７
３の形状はここに示したものに限らない。例えば、平面
で見て円板や角板であってもよい。しかし、抜け防止ば
ね７３は受柱１１内に強制的に嵌入され、つぎ足し支柱
５が容易に受柱１１から抜け出さない機能を有する形体
となされていなくてはならない。The fall-out prevention spring 73 is made of spring steel,
The spring steel plates are arranged in a cross pattern when viewed from above, and the intersection point is attached to the lower end 72 of the support rod 71. Fallout prevention spring 7
The shape of 3 is not limited to that shown here. For example, it may be a circular plate or a square plate when viewed from above. However, the fall-off prevention spring 73 must be forcibly fitted into the support column 11 and must have a shape that prevents the additional support column 5 from easily slipping out of the support column 11.
【００１７】図３および図４に示す固定金具８は、受柱
１１内に横架固定する伸縮棒からなっている。伸縮棒の
構成は例えば、それぞれ先端が尖ったねじ棒８１と突っ
張り棒８２とこの突っ張り棒８２に設けたナット体８３
とからなる。ナット体８３を回動させると、ねじ棒８１
と突っ張り棒８２が互いに軸の反対方向に伸縮する。し
たがって、受柱１１内にこの固定金具８を入れナット体
８３を回動させて伸長させると、固定金具８は受柱１１
内の直径方向に横架固定される。The fixing fitting 8 shown in FIGS. 3 and 4 consists of an extensible rod that is horizontally fixed within the support column 11. As shown in FIG. The configuration of the telescopic rod is, for example, a threaded rod 81 with a sharp tip, a tension rod 82, and a nut body 83 provided on the tension rod 82.
It consists of When the nut body 83 is rotated, the threaded rod 81
and the tension rods 82 expand and contract in directions opposite to each other. Therefore, when this fixing metal fitting 8 is inserted into the receiving column 11 and the nut body 83 is rotated and extended, the fixing metal fitting 8 is inserted into the receiving column 11.
It is horizontally fixed in the diametrical direction.
【００１８】補強パイプ６には、下端６３から上方へ向
けて２本の対称的なかぎの手形の係止溝６４を形成して
いる。つまり、この係止溝６４の一つは図５に示すよう
に、下から順にたて溝６５、横溝６６、止め溝６７から
なる。この係止溝６４は補強パイプ６の下端部に２本対
向して形成され、互いに対称的に形成されている。つぎ
足し支柱５を受柱１１に連接するとき、補強パイプ６は
受柱１１内に嵌入される。このとき、受柱１１内に横架
固定した前記の固定金具８が補強パイプ６に形成したこ
の２本の係止溝６４，６４に入るのである。Two symmetrical hook-shaped locking grooves 64 are formed in the reinforcing pipe 6 upward from the lower end 63. That is, one of the locking grooves 64 consists of a vertical groove 65, a horizontal groove 66, and a stopper groove 67 in order from the bottom, as shown in FIG. Two locking grooves 64 are formed at the lower end of the reinforcing pipe 6 to face each other and are symmetrical to each other. When connecting the additional support column 5 to the support column 11, the reinforcing pipe 6 is fitted into the support column 11. At this time, the above-mentioned fixing metal fitting 8 horizontally fixed in the support column 11 enters into these two locking grooves 64, 64 formed in the reinforcing pipe 6.
【００１９】補強パイプ６の係止溝６４を構成するたて
溝６５を固定金具８の位置に合わせてつぎ足し支柱５を
下方へ降ろす。固定金具８はたて溝６５に沿い、横溝６
６への曲り部に到達する。この状態でつぎ足し支柱５を
回動させる。すると、固定金具８が横溝６６の内端に至
り、この状態でさらにつぎ足し支柱５を下方へ降ろすと
固定金具８は止め溝６７の内奥で係止され、つぎ足し支
柱５は固定金具８を介して受柱１１に固定されるのであ
る。なお、つぎ足し支柱５を受柱１１から外すときは、
これと逆の動作を行うとよい。The vertical groove 65 constituting the locking groove 64 of the reinforcing pipe 6 is added to the position of the fixing metal fitting 8, and the support column 5 is lowered downward. The fixing bracket 8 is along the vertical groove 65, and the horizontal groove 6
Reach the bend to 6. In this state, the additional support column 5 is rotated. Then, the fixing bracket 8 reaches the inner end of the horizontal groove 66, and in this state, when the additional support column 5 is further lowered downward, the fixing bracket 8 is locked deep inside the retaining groove 67, and the additional support column 5 is moved through the fixation bracket 8. It is fixed to the support post 11. In addition, when removing the additional support post 5 from the support post 11,
It is best to do the opposite of this.
【００２０】本発明標識支柱の補修方法の他の実施例に
ついて図６および図７を参照して説明する。Another embodiment of the method for repairing a sign post according to the present invention will be described with reference to FIGS. 6 and 7.
【００２１】つぎ足し支柱５の下端拡径部５１に下端面
から複数本のスリット溝５２を形成する。このようにな
した下端拡径部５１を受柱１１に被せるように差し込ん
で連接する。下端拡径部の外周面に巻きつけた締め具９
を適宜ボルト、ナットで締めつけることにより、新しい
標識を備えたつぎ足し支柱５とこの受柱１１とを固定さ
せるのである。A plurality of slit grooves 52 are formed in the lower end enlarged diameter portion 51 of the additional support column 5 from the lower end surface. The lower end enlarged diameter portion 51 thus formed is inserted and connected to the support column 11 so as to cover it. A fastener 9 wrapped around the outer circumferential surface of the enlarged diameter portion at the lower end
By tightening bolts and nuts as appropriate, the additional support post 5 equipped with a new sign and this support post 11 are fixed.
【００２２】この実施例は、つぎ足し支柱５の上端内部
に伸縮式スノーポールが嵌め入れられている場合に好適
に使用される。This embodiment is preferably used when a retractable snow pole is fitted inside the upper end of the additional support 5.
【００２３】なお、次に、既設の標識支柱１の根元を適
当な位置で切断する手段について説明する。[0023]Next, a means for cutting the base of the existing signpost 1 at an appropriate position will be explained.
【００２４】この切断には図８および図９に示す切断用
治具２０を用いるとよい。この切断用治具２０は支柱保
持部２１と把手２２からなるもので、支柱保持部２１の
先端から把手２２の方向に水平にのこ刃挿入孔２３が形
成されている。A cutting jig 20 shown in FIGS. 8 and 9 may be used for this cutting. This cutting jig 20 consists of a column holding part 21 and a handle 22, and a saw blade insertion hole 23 is formed horizontally from the tip of the column holding part 21 toward the handle 22.
【００２５】支柱保持部２１は平面で見てコ字形となさ
れ、内奥部にあたり止め２４を形成している。のこ刃挿
入孔２３と支柱保持部２１の下端との間の寸法Ｌは地表
面ＧＬから上に残す受柱１１の長さに等しく設定してお
くとよい。The column holding portion 21 has a U-shape when viewed from above, and forms a stop 24 at its inner depth. The dimension L between the saw blade insertion hole 23 and the lower end of the post holding portion 21 is preferably set equal to the length of the support post 11 left above the ground surface GL.
【００２６】既設の標識支柱１の根元を適当な位置で切
断するとき、この切断治具２０の把手２２をもって支柱
保持部２１を標識支柱１に嵌め込む。把手２２を手で押
さえておいてのこ刃をのこ刃挿入孔２３に入れてゆくと
標識支柱１は切断される。When cutting the base of an existing sign post 1 at an appropriate position, the handle 22 of this cutting jig 20 is used to fit the post holding portion 21 into the sign post 1. When the handle 22 is held down by hand and the saw blade is inserted into the saw blade insertion hole 23, the sign post 1 is cut.
【００２７】この切断用治具２０を用いることにより、
受柱１１の高さ位置を揃え、しかも切口が水平にきれい
に切断できる。By using this cutting jig 20,
The height positions of the support columns 11 can be made uniform, and the cuts can be cleanly cut horizontally.
【００２８】[0028]
【発明の効果】本発明標識支柱の補修方法によると、補
修の必要な標識支柱をコンクリート基礎の部分からやり
直すことなく、ワンタッチでとり替えることができる。[Effects of the Invention] According to the method for repairing a sign post of the present invention, a sign post that requires repair can be replaced with a single touch without having to start over from the concrete foundation.
【００２９】したがって、コンクリート打設、養生等が
不要で短時間に経済的に標識支柱の補修を行うことがで
きる。[0029] Therefore, concrete pouring, curing, etc. are not necessary, and the sign post can be repaired economically in a short time.
【００３０】また、施工中、交通規制等をする必要がな
いので社会的なメリット大である。[0030] Also, there is no need to restrict traffic during construction, which is a great social benefit.
【図１】 本発明標識支柱の補修方法の一実施例を示
す縦断面図。FIG. 1 is a vertical sectional view showing an embodiment of the method for repairing a sign post of the present invention.
【図２】 図１のＡ−Ａ線断面図。FIG. 2 is a sectional view taken along line A-A in FIG. 1.
【図３】 本発明標識支柱の補修方法の一実施例を示
す縦断面図。FIG. 3 is a vertical cross-sectional view showing an embodiment of the method for repairing a sign post according to the present invention.
【図４】 図３のＢ−Ｂ線断面図。FIG. 4 is a sectional view taken along line BB in FIG. 3.
【図５】 係止溝を示す補強パイプ下端部の縦断面図
。FIG. 5 is a vertical cross-sectional view of the lower end of the reinforcing pipe showing the locking groove.
【図６】 本発明標識支柱の補修方法の一実施例を示
す縦断面図。FIG. 6 is a vertical cross-sectional view showing an embodiment of the method for repairing a sign post of the present invention.
【図７】 図６に示す一実施例のつぎ足し支柱の下端
形状を示す部分拡大正面図。7 is a partially enlarged front view showing the shape of the lower end of the additional support column of the embodiment shown in FIG. 6; FIG.
【図８】 切断用治具の正面図。FIG. 8 is a front view of the cutting jig.
【図９】 切断用治具の平面図。FIG. 9 is a plan view of the cutting jig.
【図１０】 標識支柱の一例を示す正面図。FIG. 10 is a front view showing an example of a sign post.
【符合の説明】１ 標識支柱 ２ コンクリート基礎 ３ 標識 ５ つぎ足し支柱 ５１ 下端拡径部 ５２ 隙間 ６ 補強パイプ ７、８ 固定金具 ９ 締め具 １１ 受柱[Explanation of code] 1 Sign post 2 Concrete foundation 3 Signs 5 Additional supports 51 Lower end enlarged diameter part 52 Gap 6 Reinforcement pipe 7, 8 Fixing metal fittings 9 Fasteners 11 Ukepost
Claims (3)
置で切断することにより短い受柱となし、下端部の適当
な長さを拡径させたつぎ足し支柱のこの下端拡径部を上
記した既設の標識支柱の根元部である受柱に被せるよう
に差し込み、新しい標識を備えたつぎ足し支柱とこの受
柱とを固定させることを特徴とする標識支柱の補修方法
。[Claim 1] The base of the existing sign post is cut at an appropriate height to make a short support post, and the diameter of the lower end of the additional post is enlarged to an appropriate length. This method of repairing a sign post is characterized by inserting the existing sign post so as to cover it over the support post that is the base of the existing sign post, and fixing this support post to a supplementary post provided with a new sign.
柱の下端拡径部内に設け、受柱内に補強パイプを嵌入す
るとともに下端拡径部を受柱に被せるように差し込み、
新しい標識を備えたつぎ足し支柱とこの受柱とを固定金
具を介して固定させることを特徴とする請求項１に記載
の標識支柱の補修方法。[Claim 2] Adding a reinforcing pipe that fits into the receiving column and installing it inside the enlarged diameter part at the lower end of the supporting column, inserting the reinforcing pipe into the receiving column and inserting the enlarged lower end part so as to cover the receiving column,
2. The method for repairing a sign post according to claim 1, further comprising fixing the replacement post provided with the new sign to the support post via a fixing fitting.
数本のスリット溝を形成し、このようになした下端拡径
部を受柱に被せるように差し込み、下端拡径部の外周面
に巻きつけた締め具により、新しい標識を備えたつぎ足
し支柱とこの受柱とを固定させることを特徴とする請求
項１に記載の標識支柱の補修方法。[Claim 3] A plurality of slit grooves are formed from the lower end surface in the enlarged diameter part of the lower end of the supplementary column, and the enlarged diameter part of the lower end is inserted so as to cover the support column, and the outer circumferential surface of the enlarged diameter part of the lower end is inserted. 2. The method of repairing a sign post according to claim 1, further comprising fixing the additional post provided with the new sign to the support post using a fastener wrapped around the support post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3019367A JPH0768687B2 (en) | 1991-01-18 | 1991-01-18 | How to repair the sign post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3019367A JPH0768687B2 (en) | 1991-01-18 | 1991-01-18 | How to repair the sign post |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04237708A true JPH04237708A (en) | 1992-08-26 |
| JPH0768687B2 JPH0768687B2 (en) | 1995-07-26 |
Family
ID=11997380
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3019367A Expired - Fee Related JPH0768687B2 (en) | 1991-01-18 | 1991-01-18 | How to repair the sign post |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0768687B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2375792A (en) * | 2001-04-11 | 2002-11-27 | Rodger Ellis Flude | Replacement post and method of replacement |
| GB2385089A (en) * | 2002-02-11 | 2003-08-13 | Rodger Ellis Flude | Kit and method for repairing poles |
| JP2011226058A (en) * | 2010-04-15 | 2011-11-10 | Sekisui Jushi Co Ltd | Method for repairing column |
| JP2016098619A (en) * | 2014-11-26 | 2016-05-30 | 新日鐵住金株式会社 | Composite column structure and existing concrete column renewal construction method |
| JP2017150157A (en) * | 2016-02-22 | 2017-08-31 | 有限会社神奈川技研 | Cutting sign holder |
| JP2020105696A (en) * | 2018-12-26 | 2020-07-09 | 有限会社協栄 | Support column fixing method and support column fixing socket |
-
1991
- 1991-01-18 JP JP3019367A patent/JPH0768687B2/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2375792A (en) * | 2001-04-11 | 2002-11-27 | Rodger Ellis Flude | Replacement post and method of replacement |
| GB2385089A (en) * | 2002-02-11 | 2003-08-13 | Rodger Ellis Flude | Kit and method for repairing poles |
| GB2385089B (en) * | 2002-02-11 | 2005-09-07 | Rodger Ellis Flude | Lamppost planting device |
| JP2011226058A (en) * | 2010-04-15 | 2011-11-10 | Sekisui Jushi Co Ltd | Method for repairing column |
| JP2016098619A (en) * | 2014-11-26 | 2016-05-30 | 新日鐵住金株式会社 | Composite column structure and existing concrete column renewal construction method |
| JP2017150157A (en) * | 2016-02-22 | 2017-08-31 | 有限会社神奈川技研 | Cutting sign holder |
| JP2020105696A (en) * | 2018-12-26 | 2020-07-09 | 有限会社協栄 | Support column fixing method and support column fixing socket |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0768687B2 (en) | 1995-07-26 |
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| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |