JP5520181B2 - Prop construction method - Google Patents

Prop construction method Download PDF

Info

Publication number
JP5520181B2
JP5520181B2 JP2010218418A JP2010218418A JP5520181B2 JP 5520181 B2 JP5520181 B2 JP 5520181B2 JP 2010218418 A JP2010218418 A JP 2010218418A JP 2010218418 A JP2010218418 A JP 2010218418A JP 5520181 B2 JP5520181 B2 JP 5520181B2
Authority
JP
Japan
Prior art keywords
insert
column
female screw
sheath tube
screw portion
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.)
Active
Application number
JP2010218418A
Other languages
Japanese (ja)
Other versions
JP2011241671A (en
Inventor
良太 池田
樹 上田
信久 出来
仁 井上
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.)
Sekisui Jushi Corp
Original Assignee
Sekisui Jushi Corp
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 Sekisui Jushi Corp filed Critical Sekisui Jushi Corp
Priority to JP2010218418A priority Critical patent/JP5520181B2/en
Publication of JP2011241671A publication Critical patent/JP2011241671A/en
Application granted granted Critical
Publication of JP5520181B2 publication Critical patent/JP5520181B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

本発明は、例えば、道路の路側や歩行帯、敷地内の通路、公園内、遊歩道、自転車道等の路面に設置される支柱の施工方法に関するものである。   The present invention relates to a method for constructing a pillar installed on a road surface such as a roadside, a walking zone, a passage in a site, a park, a promenade, and a bicycle path, for example.

従来、歩道や公園等への車両の進入を物理的又は心理的に防止する車止めや、また公園の入り口付近に設置され例えば災害時の避難場所を示す表示板、と言った支柱に関しては、数多くの発明がなされている。   Conventionally, there are a lot of pillars such as car stops that physically or psychologically prevent the entrance of vehicles to sidewalks and parks, and display boards that are installed near the entrance of parks, for example, indicating the evacuation area in the event of a disaster. The invention has been made.

例えば、特許文献1には、略円筒状で頂部が凸状の曲面に形成された外筒部材、外筒部材の下部に配設された固定用支柱部材、固定用支柱部材の外筒部材の内部側端部に配設されたコイルバネ、並びに円筒状の外筒部材の内部に充填されたポリウレタン発泡体から構成された道路標識柱であって、前記固定用支柱部材の一部は外筒部材の下端より外方に露出し、生コンクリートの打設などにより、前記固定用支柱部材の外方に露出した部分が地中に固定されると言う道路標識柱である支柱の施工方法が開示されている。   For example, Patent Literature 1 discloses an outer cylinder member having a substantially cylindrical shape with a convex top portion, a fixing support member disposed under the outer cylinder member, and an outer cylinder member of the fixing support member. A road sign post composed of a coil spring disposed at an inner side end portion and a polyurethane foam filled inside a cylindrical outer cylinder member, wherein a part of the fixing post member is an outer cylinder member A method of constructing a pillar that is a road sign pillar that is exposed to the outside from the lower end of the steel plate and that the portion exposed to the outside of the fixing pillar member is fixed in the ground by placing concrete or the like is disclosed. ing.

特開2008−150900号公報JP 2008-150900 A

しかしながら、上記の従来の支柱は、一旦地中に固定してしまうと、例えば車両等の衝突により損傷し、交換する必要がある場合、コンクリート基礎部から支柱を掘り起こし交換しなければならないため、交換作業が非常に煩雑なものとなっていた。   However, once the above-mentioned conventional struts are fixed in the ground, they are damaged due to, for example, the collision of a vehicle and need to be replaced, so it is necessary to dig up the struts from the concrete foundation and replace them. The work was very complicated.

本発明は、前記の如き課題を解消し、支柱の交換作業を効率的に行うことができる支柱の施工方法を提供せんとするものである。   The present invention is intended to solve the above-described problems and to provide a strut construction method capable of efficiently performing the strut replacement work.

上記目的を達成するために、本発明は次のような構成としている。
すなわち、本発明に係る支柱の施工方法は、設置面に着脱自在に立設された支柱の施工方法であって、開閉自在の蓋が上端に軸支されたサヤ管が設置面に埋め込まれると共に、支柱の底面からボルトが突設され、該ボルトが、上部に雌ネジ部が形成された挿入体の前記雌ネジ部に螺入されて、前記支柱の底面に挿入体が取付けられ、前記挿入体を前記サヤ管に挿入することにより、支柱を設置面に立設するようにしたことを特徴とするものである。
In order to achieve the above object, the present invention is configured as follows.
That is, the strut construction method according to the present invention is a strut construction method that is detachably erected on the installation surface, and a sheath tube that is pivotally supported at the upper end is embedded in the installation surface. The bolt protrudes from the bottom surface of the column, and the bolt is screwed into the female screw portion of the insert body having the female screw portion formed thereon, and the insert body is attached to the bottom surface of the column, and the insertion The support is erected on the installation surface by inserting the body into the sheath tube.

また本発明に係る支柱の施工方法は、前記挿入体の上端に、ボルトが貫通する貫通孔が中央に穿設された上面板が設けられ、該上面板の一端には縦壁が立設されて、該縦壁の上部には外方に向けて突出する突片が設けられ、該突片には通孔が穿設されてなり、一方、前記サヤ管は、管状のサヤ管本体の上端に開閉自在の蓋が軸支されると共に、該蓋には孔が穿設されてなり、前記ベース部の底面に取付けられた挿入体をサヤ管に挿入すると共に、サヤ管の蓋に穿設された孔から挿入体の縦壁に設けられた突片を突出させ、突片の通孔に錠を挿通して施錠することにより、埋設されたサヤ管に挿入体を固定して、もって支柱を設置面に立設するようにしたことを特徴とするものである。   In the column construction method according to the present invention, an upper surface plate having a through hole through which a bolt penetrates is provided at the center of the upper end of the insert, and a vertical wall is erected at one end of the upper surface plate. A protrusion projecting outward is provided on the upper portion of the vertical wall, and a through hole is formed in the protrusion. On the other hand, the sheath pipe is an upper end of a tubular sheath body. An openable / closable lid is pivotally supported, and a hole is formed in the lid, and an insert attached to the bottom surface of the base portion is inserted into the sheath tube, and the sheath tube is also perforated. The projecting piece provided on the vertical wall of the insert is protruded from the hole, and the lock is inserted into the projecting hole of the projecting piece and locked, so that the insert is fixed to the buried sheath tube, and the column is Is characterized in that it is erected on the installation surface.

また本発明に係る支柱の施工方法は、前記上面板と挿入体とが別体に形成されていることを特徴とするものである。   Moreover, the strut construction method according to the present invention is characterized in that the upper surface plate and the insert are formed separately.

また本発明に係る支柱の施工方法は、前記挿入体は、その内側上部に雌ネジ部が設けられた管状となされ、前記雌ネジ部は、水平な底板の両端から縦壁が上方にそれぞれ突設されて上方に開口したコ字状に形成された保持部の前記底板に設けられていると共に、前記保持部の縦壁と管状の挿入体の周壁とが固定されていることを特徴とするものである。   Further, in the column construction method according to the present invention, the insert is formed into a tubular shape having a female screw portion provided on an inner upper portion thereof, and the vertical wall protrudes upward from both ends of the horizontal bottom plate. It is provided on the bottom plate of the holding portion formed in a U-shape and opened upward, and the vertical wall of the holding portion and the peripheral wall of the tubular insert are fixed. Is.

また本発明に係る支柱の施工方法は、設置面に立設された支柱の施工方法であって、支柱の底面からボルトが突設され、該ボルトが、上部に雌ネジ部が形成された管状の挿入体の前記雌ネジ部に螺入されて、前記支柱の底面に挿入体の周壁上端が当接されて挿入体が取付けられると共に、設置面に形成された挿入孔に前記挿入体が該設置面に埋め込み、固定されて、支柱が設置面に立設されるようにしたことを特徴とするものである。   The strut construction method according to the present invention is a strut construction method erected on the installation surface, in which a bolt protrudes from the bottom surface of the strut, and the bolt has a tubular shape in which a female screw portion is formed on the top. The insertion body is screwed into the female threaded portion of the insertion body, the upper end of the peripheral wall of the insertion body is brought into contact with the bottom surface of the support column, and the insertion body is attached, and the insertion body is inserted into the insertion hole formed in the installation surface. The column is embedded and fixed on the installation surface, and the support column is erected on the installation surface.

また本発明に係る支柱の施工方法は、前記発明において、支柱の底面から突設されたボルトを雌ネジ部に螺入して、予め支柱の底面に挿入体の周壁上端が当接されて挿入体を取付け、しかる後に、設置面に形成された挿入孔に挿入体を埋め込み、固定することを特徴とするものである。   Further, in the above-described invention, the column construction method according to the present invention is such that a bolt projecting from the bottom surface of the column is screwed into the female screw part, and the upper end of the peripheral wall of the insert is in contact with the bottom surface of the column in advance. The body is attached, and thereafter, the insertion body is embedded and fixed in the insertion hole formed in the installation surface.

また本発明に係る支柱の施工方法は、前記発明において、先ず設置面に形成された挿入孔に挿入体を埋め込み、固定し、次いで支柱の底面から突設されたボルトを前記挿入体の雌ネジ部に螺入して、支柱の底面に挿入体の周壁上端が当接されて挿入体を取付けることを特徴とするものである。   Further, in the above-mentioned invention, the column construction method according to the present invention is the above invention, wherein the insert is first embedded and fixed in the insertion hole formed on the installation surface, and then the bolt projecting from the bottom surface of the column is inserted into the female screw of the insert. The insert is attached by being screwed into the portion and the upper end of the peripheral wall of the insert is brought into contact with the bottom surface of the support column.

本発明によれば、設置面に着脱自在に立設された支柱の施工方法であって、開閉自在の蓋が上端に軸支されたサヤ管が設置面に埋め込まれると共に、支柱の底面からボルトが突設され、該ボルトが、上部に雌ネジ部が形成された挿入体の前記雌ネジ部に螺入されて、前記支柱の底面に挿入体が取付けられ、前記挿入体を前記サヤ管に挿入することにより、支柱を設置面に立設するようにしているため、必要に応じて支柱を簡単に着脱することができ、支柱の交換作業を効率的に実施することができる。   According to the present invention, there is provided a method for constructing a support column that is detachably installed on an installation surface, wherein a sheath tube having an openable / closable lid pivotally supported at the upper end is embedded in the installation surface, and a bolt is mounted from the bottom surface of the support column. And the bolt is screwed into the female screw portion of the insert body having a female screw portion formed thereon, and the insert body is attached to the bottom surface of the support column, and the insert body is attached to the sheath tube. Since the column is erected on the installation surface by being inserted, the column can be easily attached and detached as necessary, and the column replacement operation can be performed efficiently.

前記挿入体の上端に、ボルトが貫通する貫通孔が中央に穿設された上面板が設けられ、該上面板の一端には縦壁が立設されて、該縦壁の上部には外方に向けて突出する突片が設けられ、該突片には通孔が穿設されてなり、一方、前記サヤ管は、管状のサヤ管本体の上端に開閉自在の蓋が軸支されると共に、該蓋には孔が穿設されてなり、前記ベース部の底面に取付けられた挿入体をサヤ管に挿入すると共に、サヤ管の蓋に穿設された孔から挿入体の縦壁に設けられた突片を突出させ、突片の通孔に錠を挿通して施錠することにより、埋設されたサヤ管に挿入体を固定して、もって支柱を設置面に立設するようにしているため、支柱を設置面に設置し、また前記錠を解錠すると共にサヤ管から挿入体を抜脱することにより、支柱を取り外す等、支柱の着脱が容易である。   An upper surface plate having a through hole through which a bolt penetrates is provided at the center at the upper end of the insert, and a vertical wall is erected at one end of the upper surface plate. And a projecting hole is formed in the projecting piece. On the other hand, the Saya tube is supported by an openable / closable lid at the upper end of a tubular Saya tube body. The lid is provided with a hole, and the insert attached to the bottom surface of the base portion is inserted into the sheath tube, and the hole formed in the lid of the sheath tube is provided in the vertical wall of the insert body. The protruding piece is protruded, and a lock is inserted into the through-hole of the protruding piece and locked, so that the insert is fixed to the buried sheath pipe and the column is erected on the installation surface. Therefore, by installing the support on the installation surface, and removing the support by unlocking the lock and removing the insert from the sheath tube, etc. Attachment and detachment of the pillar is easy.

前記上面板と挿入体とを別体に形成しているため、挿入体を製造する工程を簡略化でき好ましい。   Since the top plate and the insert are formed separately, the process of manufacturing the insert can be simplified, which is preferable.

前記挿入体を、その内側上部に雌ネジ部が設けられた管状となし、前記雌ネジ部を、水平な底板の両端から縦壁が上方にそれぞれ突設されて上方に開口したコ字状に形成された保持部の前記底板に設けると共に、前記保持部の縦壁と管状の挿入体の周壁とを固定するようにしているため、挿入体を安価に製造することができる。   The insert has a tubular shape with a female threaded portion provided on the inner upper portion thereof, and the female threaded portion has a U-shape with vertical walls projecting upward from both ends of a horizontal bottom plate. Since it is provided on the bottom plate of the formed holding portion and the vertical wall of the holding portion and the peripheral wall of the tubular insert are fixed, the insert can be manufactured at low cost.

またサヤ管を用いずに、設置面に挿入体を直接埋設して、支柱を設置するようにすれば、施工が極めて容易となる。 Moreover, if the insert is directly buried in the installation surface and the support is installed without using the sheath pipe, the construction becomes extremely easy.

本発明に係る支柱の施工方法により施工された支柱の一実施形態を示す正面図である。It is a front view which shows one Embodiment of the support | pillar constructed | assembled by the construction method of the support | pillar which concerns on this invention. 図1に示す実施形態に用いられる挿入体の、(a)は正面図、(b)は平面図、(c)は左側面図である。(A) is a front view, (b) is a plan view, and (c) is a left side view of the insert used in the embodiment shown in FIG. 図2の要部断面図である。It is principal part sectional drawing of FIG. 図1に示す実施形態に用いられるサヤ管の、(a)は正面図、(b)は平面図、(c)は左側面図である。FIG. 1A is a front view, FIG. 2B is a plan view, and FIG. 3C is a left side view of a sheath tube used in the embodiment shown in FIG. 図1に示す実施形態の要部を示す、(a)は正面の断面図、(b)は左側面図である。The principal part of embodiment shown in FIG. 1 is shown, (a) is sectional drawing of a front, (b) is a left view. 本発明に係る支柱の施工方法を示す説明図である。It is explanatory drawing which shows the construction method of the support | pillar which concerns on this invention. 本発明に係る支柱の施工方法に用いられる挿入体の別の実施形態を示す、(a1)は挿入体の正面図、(a2)は挿入体の平面図、(b1)は上面板及び縦壁の正面図、(b2)は上面板及び縦壁の平面図である。The other embodiment of the insertion body used for the construction method of the support | pillar which concerns on this invention is shown, (a1) is a front view of an insertion body, (a2) is a top view of an insertion body, (b1) is an upper surface board and a vertical wall (B2) is a top view of an upper surface board and a vertical wall. 本発明に係る支柱の施工方法に用いられる挿入体の更に別の実施形態を示す説明図である。It is explanatory drawing which shows another embodiment of the insertion body used for the construction method of the support | pillar which concerns on this invention. 図8に示す実施形態に用いられる挿入体を示す、(a1)は挿入体の正面図、(a2)は挿入体の平面図、(a3)は(a1)の断面図、(b1)は上面板及び縦壁の正面図、(b2)は上面板及び縦壁の平面図である。8 shows the insert used in the embodiment shown in FIG. 8, (a1) is a front view of the insert, (a2) is a plan view of the insert, (a3) is a sectional view of (a1), and (b1) is the top The front view of a face plate and a vertical wall, (b2) is a top view of an upper surface board and a vertical wall.

次に、本発明を実施するための最良の形態について図面を参照し、具体的に説明する。
本発明に係る支柱の施工方法により施工されて設置面Gに立設される支柱1は、支柱本体10とその上端部に被せられるキャップ11と、その下部に配置されるベース部12とを備えている。支柱本体10は、弾性変形可能な筒体(本実施形態では、弾性変形可能な円筒体)であり、例えばポリウレタン系合成樹脂、シリコン樹脂、エラストマー等の弾性変形可能な合成樹脂材料からなる。この構成により、支柱本体10は、車両や自転車の衝突や人の踏み付け等の強い外力がかかると折れ曲がり、且つ前記外力が除去されるとその弾性により元の状態に復元するように構成されている。また、ベース部12の底面121から下方に向けて、ボルトBが突設されている。なお、支柱1は弾性変形可能なものであってもよいし、金属で形成され弾性変形不可能なものであってもよい。
Next, the best mode for carrying out the present invention will be specifically described with reference to the drawings.
The column 1 constructed by the column construction method according to the present invention and erected on the installation surface G includes a column body 10, a cap 11 placed on the upper end portion thereof, and a base portion 12 disposed at the lower portion thereof. ing. The column main body 10 is an elastically deformable cylinder (in this embodiment, an elastically deformable cylinder), and is made of an elastically deformable synthetic resin material such as polyurethane synthetic resin, silicone resin, or elastomer. With this configuration, the column main body 10 is configured to bend when a strong external force such as a collision of a vehicle or bicycle or a stepping on a person is applied, and to be restored to its original state by its elasticity when the external force is removed. . In addition, a bolt B projects from the bottom surface 121 of the base portion 12 downward. In addition, the support | pillar 1 may be a thing which can be elastically deformed, and may be formed with a metal and cannot be elastically deformed.

キャップ11の外周及びベース部12の外周には、合成樹脂に球形のガラスビーズを埋設した帯状の反射体R1がベース部12に刻設された溝に嵌着されて取付けられている。   On the outer periphery of the cap 11 and the outer periphery of the base portion 12, a belt-like reflector R1 in which spherical glass beads are embedded in a synthetic resin is fitted and attached to a groove formed in the base portion 12.

21は支柱1のベース部12の底面121に取付けられた円菅状の挿入体であって、該挿入体21は円管状の挿入体21の内部上方に雌ネジ部22を備え、該雌ネジ部22に前記支柱1のボルトBが螺入されて、挿入体21がベース部12の底面121に取付けられている。また前記雌ネジ部22の上方、すなわち挿入体21の上端には、ボルトBが貫通する貫通孔23が中央に穿設された上面板24が取付けられ、該上面板24の一端には縦壁25が立設されて、該縦壁25の上部には外方に向けて突出する突片26が設けられ、該突片26の先端部には通孔27が穿設されている。   21 is a circular-shaped insert attached to the bottom surface 121 of the base portion 12 of the column 1, and the insert 21 is provided with a female screw portion 22 above the inside of the circular tubular insert 21. The bolt B of the support column 1 is screwed into the portion 22, and the insert 21 is attached to the bottom surface 121 of the base portion 12. An upper surface plate 24 having a through hole 23 through which the bolt B passes is attached at the center above the female screw portion 22, that is, at the upper end of the insert 21. A vertical wall is attached to one end of the upper surface plate 24. 25, a protruding piece 26 protruding outward is provided on the upper portion of the vertical wall 25, and a through hole 27 is formed at the tip of the protruding piece 26.

また、3は円形管状体からなるサヤ管であり、該サヤ管3は、その上端が支柱1を設置する設置面Gに略面一となるようにして埋め込まれ、このサヤ管3に前記挿入体21を挿入することにより、支柱1が立設される。該サヤ管3は、円形管状のサヤ管本体31の上端に開閉自在の蓋32が支軸33によって軸支され、さらに前記蓋32のほぼ中央部には円形の孔34が穿設されている。   Reference numeral 3 denotes a sheath tube made of a circular tubular body, and the sheath tube 3 is embedded so that an upper end thereof is substantially flush with an installation surface G on which the support column 1 is installed, and the insertion into the sheath tube 3 is performed. The column 1 is erected by inserting the body 21. In the sheath tube 3, an openable and closable lid 32 is pivotally supported by a support shaft 33 at the upper end of a circular tubular sheath body 31, and a circular hole 34 is bored at a substantially central portion of the lid 32. .

そして、支柱1を設置面Gに設置する時には、閉鎖状態のサヤ管3の蓋32を支軸33を中心に回動して開け、該蓋32を起立状態にした後、前記ベース部12の底面121に取付けられている挿入体21をサヤ管3に挿入すると共に、蓋32に穿設された孔34から上面板24の縦壁25に設けられた突片26を突出させ、突片26の通孔27に南京錠等の錠Jを挿通して施錠することにより、埋設されたサヤ管3に挿入体21が固定されて、支柱1が設置面Gに立設されて、支柱1が設置される。   When the support column 1 is installed on the installation surface G, the lid 32 of the closed sheath pipe 3 is rotated around the support shaft 33 to open the lid 32, and then the base portion 12. The insert 21 attached to the bottom surface 121 is inserted into the sheath tube 3, and the projecting piece 26 provided on the vertical wall 25 of the upper surface plate 24 is protruded from the hole 34 formed in the lid 32. By inserting a lock J such as a padlock into the through-hole 27 of the door and locking it, the insert 21 is fixed to the buried sheath tube 3, and the column 1 is erected on the installation surface G, and the column 1 is installed. Is done.

このように、支柱1の底面121に該底面121より突出されたボルトBを介して挿入体21を取付け、この挿入体21をサヤ管3に挿入することによって、支柱1を設置面Gに設置し、また前記錠Jを解錠すると共にサヤ管3から挿入体21を抜脱することにより、支柱1を取り外す等、支柱1の着脱が容易であり、また挿入体21を長くして、該挿入体21をサヤ管3に深く挿入するようにすれば、横倒れに対する支柱1の強度も高まり、さらに錠Jの施錠によって、第三者による不必要な取り外しを防止することができる。   In this way, the insertion body 21 is attached to the bottom surface 121 of the support column 1 via the bolt B protruding from the bottom surface 121, and the insertion structure 21 is inserted into the sheath tube 3, thereby installing the support column 1 on the installation surface G. Further, by removing the lock J and removing the insert 21 from the sheath tube 3, it is easy to attach and detach the support 1, such as removing the support 1, and making the insert 21 longer, If the insertion body 21 is inserted deeply into the sheath tube 3, the strength of the support column 1 against a lateral fall is increased, and the lock J can be locked to prevent unnecessary removal by a third party.

上記実施形態においては、図2に示す如く、挿入体21の上端に上面板24が一体に取付けられ、該上面板24の一端に縦壁25が立設される様になされているが、挿入体21とその一端に縦壁25が立設された上面板24とが別体に形成されてもよい。   In the above embodiment, as shown in FIG. 2, the upper surface plate 24 is integrally attached to the upper end of the insert 21, and the vertical wall 25 is erected at one end of the upper surface plate 24. The body 21 and the upper surface plate 24 with the vertical wall 25 standing at one end thereof may be formed separately.

すなわち、図7に示す実施形態の如く、挿入体21は、その上端が開口すると共に、その内部上方に雌ネジ部22を備えた円管状のものからなり、その挿入体21の周壁211上端に、支柱1のボルトBが貫通する貫通孔23が中央に穿設されると共に、その一端に縦壁25が立設された上面板24が設けられ、そして前記縦壁25の上部には外方に向けて突出する突片26が設けられている。   That is, as in the embodiment shown in FIG. 7, the insert 21 is formed in a tubular shape having an upper end opened and a female screw portion 22 on the inside, and is formed on the upper end of the peripheral wall 211 of the insert 21. A through hole 23 through which the bolt B of the column 1 passes is drilled in the center, and an upper surface plate 24 having a vertical wall 25 standing at one end thereof is provided. A projecting piece 26 that protrudes toward is provided.

図7に示す実施形態をもって支柱1を施工する場合、上面板24を挿入体21の周壁211上端に配置し、この状態で上面板24の貫通孔23に支柱1のベース部12底面121から下方に向けて突設されたボルトBを挿通し、又は予めボルトBを上面板24の貫通孔23に挿通すると共にこの状態で支柱1ごと上面板24を挿入体21の周壁211上端に配置し、次に挿入体21の雌ネジ部22にボルトBを螺入して、上面板24を挿入体21の周壁211上端と支柱1のベース部12の底面121とで挟み込むようにして、支柱1と挿入体21と上面板24とが固定される。そして、設置面Gに略面一に埋め込まれたサヤ管3の蓋32を開状態にして、サヤ管3内に挿入体21を挿入すると共に、蓋32に穿設された孔34から縦壁25に設けられた突片26を突出させ、突片26の通孔27に南京錠等の錠Jを挿通して施錠すれば、支柱1が設置面Gに施工される。   When the support column 1 is constructed with the embodiment shown in FIG. 7, the upper surface plate 24 is disposed on the upper end of the peripheral wall 211 of the insert 21, and in this state, the bottom plate 121 extends downward from the bottom surface 121 of the base portion 12 of the support column 1. The bolt B projecting toward the end is inserted, or the bolt B is inserted into the through hole 23 of the upper surface plate 24 in advance and the upper surface plate 24 together with the columns 1 is arranged at the upper end of the peripheral wall 211 of the insert 21 in this state, Next, the bolt B is screwed into the female screw portion 22 of the insertion body 21, and the top plate 24 is sandwiched between the upper end of the peripheral wall 211 of the insertion body 21 and the bottom surface 121 of the base portion 12 of the support column 1. The insert 21 and the upper surface plate 24 are fixed. Then, with the lid 32 of the sheath tube 3 embedded substantially flush with the installation surface G being opened, the insert 21 is inserted into the sheath tube 3 and a vertical wall is formed from the hole 34 bored in the lid 32. If the protruding piece 26 provided on 25 is protruded, and a lock J such as a padlock is inserted into the through hole 27 of the protruding piece 26 and locked, the column 1 is applied to the installation surface G.

また図8及び図9に示す如く、挿入体21とその一端に縦壁25が立設された上面板24とが別体に形成された更に別の実施形態においては、円管状の挿入体21の上端は開口されて塞がれておらず、挿入体21の内側上部に設けられた雌ネジ部22は、水平な底板281の両端から縦壁282、282が上方にそれぞれ突設されて上方に開口したコ字状に形成された保持部28の前記底板281上に設けられていると共に、前記保持部28の縦壁282と円管状の挿入体21の周壁211とが、相対向する2個のブラインドリベット等の固定部材29、29により固定されて形成されている。更に詳細に述べると、平面視円形の挿入体21の周壁211の弦となる様に、保持部28の縦壁282、282がリベットやビス等の固定部材29、29により固定されており、保持部28の底板281の中央には丸孔283が穿設されて、前記底板281の上面には、ナットからなる雌ネジ部22が前記丸孔283と同心状に固定されている。そして、図7に示す実施形態と同様、上面板24の貫通孔23に支柱1のボルトBを挿通し、次に挿入体21の雌ネジ部22にボルトBを螺入することにより、円管状の挿入体21の周壁211上端と支柱1のベース部12の底面121との間に上面板24が挟み込まれると共に、支柱1と挿入体21と上面板24とが固定される。   Further, as shown in FIGS. 8 and 9, in still another embodiment in which the insert 21 and the top plate 24 with the vertical wall 25 standing at one end thereof are separately formed, a circular insert 21 is provided. The upper end of the insertion member 21 is not closed by being opened, and the internal thread portion 22 provided on the inner upper portion of the insert 21 has upper walls 282 and 282 projecting upward from both ends of the horizontal bottom plate 281. The vertical wall 282 of the holding portion 28 and the peripheral wall 211 of the circular tubular insert 21 are opposed to each other. It is formed by being fixed by fixing members 29, 29 such as individual blind rivets. More specifically, the vertical walls 282 and 282 of the holding portion 28 are fixed by fixing members 29 and 29 such as rivets and screws so as to be strings of the peripheral wall 211 of the circular insert 21 in plan view. A round hole 283 is formed in the center of the bottom plate 281 of the portion 28, and a female screw portion 22 made of a nut is fixed concentrically with the round hole 283 on the upper surface of the bottom plate 281. Then, similarly to the embodiment shown in FIG. 7, the bolt B of the support column 1 is inserted into the through hole 23 of the upper surface plate 24, and then the bolt B is screwed into the female screw portion 22 of the insertion body 21. The top plate 24 is sandwiched between the upper end of the peripheral wall 211 of the insert 21 and the bottom surface 121 of the base portion 12 of the column 1, and the column 1, the insert 21 and the top plate 24 are fixed.

なお、支柱1と挿入体21と上面板24とを強固に固定するために、底板281の中央に雌ネジ部22と同心状に、支柱1のボルトBより大径の丸孔283が形成されて、ボルトBを前記雌ネジ部22に螺入して締結する際に、長いボルトを使用しても、該ボルトBの先端が丸孔283より突出するようになされており、これによって、前記ボルトBを強固に前記雌ネジ部22に締結することができるようになされている。   In order to firmly fix the column 1, the insert 21 and the top plate 24, a round hole 283 having a diameter larger than that of the bolt B of the column 1 is formed in the center of the bottom plate 281 concentrically with the female screw portion 22. When the bolt B is screwed into the female screw portion 22 and fastened, the tip of the bolt B protrudes from the round hole 283 even if a long bolt is used. The bolt B can be firmly fastened to the female screw portion 22.

また、挿入体21の周壁211上部には透孔212が1個穿設されている。この透孔212は、ボルトBと雌ネジ部22を螺脱する際、その間に細かい砂や塵埃が侵入し、支柱1を取替える時に支柱1と挿入体21とが外れない場合、透孔212にドライバー等の工具を突っ込んで、しっかりと挿入体21を保持し、支柱1を回動させ取り外しやすいように、透孔212が設けられている。   In addition, one through hole 212 is formed in the upper portion of the peripheral wall 211 of the insert 21. When the bolt B and the female screw portion 22 are screwed off, fine sand or dust enters between the through holes 212, and when the support 1 is not removed when the support 1 is replaced, the through holes 212 are formed in the through holes 212. A through-hole 212 is provided so that a tool such as a screwdriver can be pushed in to hold the insert 21 firmly and the column 1 can be easily rotated and removed.

挿入体21と上面板24とが別体に形成された図7〜9に示す実施形態においては、挿入体21をサヤ管3に挿入することによって、支柱1を設置面Gに設置するようになされ、そして錠Jによりサヤ管3と挿入体21とを固定するに際しては、上面板24を用い、該上面板24を挿入体21の周壁211上端と支柱1のベース部12底面121とで挟み込むようにして設置するようになされているが、サヤ管3を用いず設置面Gに支柱1を直接設置することもできる。この場合には、上面板24を用いてもよいが、上面板24は主として挿入体21がサヤ菅3から悪戯等、不必要に引き抜かれるのを防止するためのものであることから、特に用いる必要はなく、上面板24を用いずに、支柱1のボルトBを挿入体21の雌ネジ部22に螺入・固定し、設置面Gに挿入体21を埋設して、支柱1を直接設置するようにすればよい。この場合、上面板24を用いないので、挿入体21の周壁211上端に支柱1のベース部12の底面121が当接されることとなる。   In the embodiment shown in FIGS. 7 to 9 in which the insert 21 and the upper plate 24 are formed separately, the support 1 is installed on the installation surface G by inserting the insert 21 into the sheath tube 3. When the sheath tube 3 and the insert 21 are fixed by the lock J, the top plate 24 is used, and the top plate 24 is sandwiched between the upper end of the peripheral wall 211 of the insert 21 and the bottom surface 121 of the base portion 12 of the column 1. However, it is also possible to install the support column 1 directly on the installation surface G without using the sheath tube 3. In this case, the upper surface plate 24 may be used. However, the upper surface plate 24 is mainly used because it is mainly for preventing the insert 21 from being unnecessarily pulled out of the saddle rod 3 such as mischief. There is no need, and without using the top plate 24, the bolt B of the support column 1 is screwed and fixed to the female screw portion 22 of the insert body 21, and the insert body 21 is embedded in the installation surface G so that the support column 1 is directly installed. You just have to do it. In this case, since the upper surface plate 24 is not used, the bottom surface 121 of the base portion 12 of the support column 1 comes into contact with the upper end of the peripheral wall 211 of the insert 21.

前記のように、サヤ管3を用いず設置面Gに支柱1を直接設置する場合は、支柱1の底面121から突設されたボルトBを挿入体21の前記雌ネジ部22に螺入して、予め支柱1の底面121に挿入体21の周壁211上端を当接させて挿入体21を取付け、しかる後に、設置面に形成された挿入孔に該挿入体21に埋め込み、固定するようにしてもよい。 As described above, when the column 1 is directly installed on the installation surface G without using the sheath tube 3, the bolt B projecting from the bottom surface 121 of the column 1 is screwed into the female screw portion 22 of the insert 21. Then, the upper end of the peripheral wall 211 of the insert 21 is brought into contact with the bottom surface 121 of the support column 1 in advance, and the insert 21 is attached. Thereafter, the insert 21 is embedded and fixed in the insertion hole formed in the installation surface. May be.

また先ず設置面に形成された挿入孔に挿入体21を該設置面に略面一に埋め込み、固定し、次いで支柱1の底面121から突設されたボルトBを挿入体21の前記雌ネジ部22に螺入して、支柱1の底面121に挿入体21の周壁211上端を当接させて挿入体21を取付けるようにしてもよい。   First, the insertion body 21 is embedded and fixed substantially flush with the installation surface in the insertion hole formed on the installation surface, and then the bolt B projecting from the bottom surface 121 of the support column 1 is inserted into the female screw portion of the insertion body 21. The insert 21 may be attached by screwing it into the bottom 22 of the support 1 and bringing the upper end of the peripheral wall 211 of the insert 21 into contact with the bottom surface 121 of the column 1.

なお、上述の実施形態においては、サヤ管3、挿入体21は円管状の形態で図示しているが、特に円管状に限定されるものではなく、四角形や五角形と言った多角形状であってもよく、要は挿入体21がサヤ管3に挿入でき、かつ挿入体21を介して支柱1が自立できるようになされていればよい。   In the above-described embodiment, the sheath tube 3 and the insert 21 are illustrated in the form of a circular tube, but are not particularly limited to a circular tube, and have a polygonal shape such as a quadrangle or a pentagon. In short, it is only necessary that the insertion body 21 can be inserted into the sheath tube 3 and the support column 1 can be self-supported through the insertion body 21.

また、上面板24の一端に立設された縦壁25の上部に外方に向けて突出された突片26について、図2及び7に記載の実施形態においては縦板状に形成されているが、図8及び図9に記載の実施形態の如く、突片26が横板状に形成されていてもよい。   Further, in the embodiment shown in FIGS. 2 and 7, the protruding piece 26 protruding outward from the upper portion of the vertical wall 25 erected on one end of the upper surface plate 24 is formed in a vertical plate shape. However, as in the embodiment described in FIGS. 8 and 9, the protruding piece 26 may be formed in a horizontal plate shape.

本発明によれば、開閉自在の蓋が上端に軸支されたサヤ管が設置面に埋め込まれると共に、支柱の底面からボルトが突設され、該ボルトが、上部に雌ネジ部が形成された挿入体の前記雌ネジ部に螺入されて、前記支柱の底面に挿入体が取付けられ、前記挿入体を前記サヤ管に挿入することにより、支柱を設置面に立設するようにしているため、必要に応じて支柱を簡単に着脱することができ、支柱の交換作業を効率的に実施することができる支柱の施工方法として好適に利用できる。   According to the present invention, a sheath tube having an openable and closable lid pivotally supported at the upper end is embedded in the installation surface, and a bolt protrudes from the bottom surface of the support column. Since the insertion body is screwed into the female thread portion of the insertion body, the insertion body is attached to the bottom surface of the support column, and the insertion body is inserted into the sheath tube, so that the support column stands on the installation surface. The strut can be easily attached and detached as necessary, and can be suitably used as a strut construction method capable of efficiently performing the replacement work of the strut.

1 支柱
10 支柱本体
11 キャップ
12 ベース部
121 底面
21 挿入体
211 周壁
212 透孔
22 雌ネジ部
23 貫通孔
24 上面板
25 縦壁
26 突片
27 通孔
28 保持部
281 底板
282 縦壁
283 丸孔
29 固定部材
3 サヤ管
31 サヤ管本体
32 蓋
33 支軸
34 孔
B ボルト
R1 反射体
J 錠
DESCRIPTION OF SYMBOLS 1 support | pillar 10 support | pillar main body 11 cap 12 base part 121 bottom face 21 insert body 211 peripheral wall 212 through-hole 22 female screw part 23 through-hole 24 top plate 25 vertical wall 26 protrusion piece 27 through-hole 28 holding part 281 bottom plate 282 vertical wall 283 round hole 29 Fixing member 3 Saya tube 31 Saya tube body 32 Lid 33 Support shaft 34 Hole B Bolt R1 Reflector J Lock

Claims (4)

設置面に着脱自在に立設された支柱の施工方法であって、開閉自在の蓋が上端に軸支されたサヤ管が設置面に埋め込まれると共に、支柱の底面からボルトが突設され、該ボルトが、上部に雌ネジ部が形成された挿入体の前記雌ネジ部に螺入されて、前記支柱の底面に挿入体が取付けられ、前記挿入体を前記サヤ管に挿入することにより、支柱を設置面に立設するようにし、
前記挿入体の上端に、ボルトが貫通する貫通孔が中央に穿設された上面板が設けられ、該上面板の一端には縦壁が立設されて、該縦壁の上部には外方に向けて突出する突片が設けられ、該突片には通孔が穿設されてなり、一方、前記サヤ管は、管状のサヤ管本体の上端に開閉自在の蓋が軸支されると共に、該蓋には孔が穿設されてなり、前記支柱の底面に取付けられた挿入体をサヤ管に挿入すると共に、サヤ管の蓋に穿設された孔から挿入体の縦壁に設けられた突片を突出させ、突片の通孔に錠を挿通して施錠することにより、埋設されたサヤ管に挿入体を固定して、もって支柱を設置面に立設するようにしたことを特徴とする支柱の施工方法。
A method for constructing a support column that is detachably installed on an installation surface, wherein a sheath tube with a freely openable / closable lid is pivotally supported at the upper end is embedded in the installation surface, and a bolt projects from the bottom surface of the support column. The bolt is screwed into the female screw portion of the insert body having the female screw portion formed thereon, and the insert body is attached to the bottom surface of the post, and the insert body is inserted into the sheath tube, thereby To stand on the installation surface ,
An upper surface plate having a through hole through which a bolt penetrates is provided at the center at the upper end of the insert, and a vertical wall is erected at one end of the upper surface plate. And a projecting hole is formed in the projecting piece. On the other hand, the Saya tube is supported by an openable / closable lid at the upper end of a tubular Saya tube body. The lid is provided with a hole, and the insert attached to the bottom surface of the support column is inserted into the sheath tube, and the insert body is provided on the vertical wall of the insert body through the hole drilled in the lid of the sheath tube. The projecting piece is projected, and the lock is inserted into the through-hole of the projecting piece and locked, so that the insert is fixed to the buried sheath tube and the column is erected on the installation surface. The construction method of the characteristic prop.
前記上面板と挿入体とが別体に形成されていることを特徴とする請求項に記載の支柱の施工方法。 Construction method of the strut according to claim 1, wherein the upper plate and the insert is characterized by being formed separately. 前記挿入体は、その内側上部に雌ネジ部が設けられた管状となされ、前記雌ネジ部は、水平な底板の両端から縦壁が上方にそれぞれ突設されて上方に開口したコ字状に形成された保持部の前記底板に設けられていると共に、前記保持部の縦壁と管状の挿入体の周壁とが固定されていることを特徴とする請求項1又は2に記載の支柱の施工方法。 The insert has a tubular shape with a female screw portion provided on the inner upper portion thereof, and the female screw portion has a U-shape with vertical walls projecting upward from both ends of a horizontal bottom plate. The construction of the column according to claim 1 or 2 , wherein the support is provided on the bottom plate of the formed holding part, and the vertical wall of the holding part and the peripheral wall of the tubular insert are fixed. Method. 設置面に着脱自在に立設された支柱の施工方法であって、開閉自在の蓋が上端に軸支されたサヤ管が設置面に埋め込まれると共に、支柱の底面からボルトが突設され、該ボルトが、上部に雌ネジ部が形成された挿入体の前記雌ネジ部に螺入されて、前記支柱の底面に挿入体が取付けられ、前記挿入体を前記サヤ管に挿入することにより、支柱を設置面に立設するようにし、A method for constructing a support column that is detachably installed on an installation surface, wherein a sheath tube with a freely openable / closable lid is pivotally supported at the upper end is embedded in the installation surface, and a bolt projects from the bottom surface of the support column. The bolt is screwed into the female screw portion of the insert body having the female screw portion formed thereon, and the insert body is attached to the bottom surface of the post, and the insert body is inserted into the sheath tube, thereby To stand on the installation surface,
前記挿入体は、その内側上部に雌ネジ部が設けられた管状となされ、前記雌ネジ部は、水平な底板の両端から縦壁が上方にそれぞれ突設されて上方に開口したコ字状に形成された保持部の前記底板に設けられていると共に、前記保持部の縦壁と管状の挿入体の周壁とが固定されていることを特徴とする支柱の施工方法。The insert has a tubular shape with a female screw portion provided on the inner upper portion thereof, and the female screw portion has a U-shape with vertical walls projecting upward from both ends of a horizontal bottom plate. A method of constructing a column, wherein the column is provided on the bottom plate of the formed holding portion, and the vertical wall of the holding portion and the peripheral wall of the tubular insert are fixed.

JP2010218418A 2010-04-22 2010-09-29 Prop construction method Active JP5520181B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010218418A JP5520181B2 (en) 2010-04-22 2010-09-29 Prop construction method

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2010098421 2010-04-22
JP2010098421 2010-04-22
JP2010218418A JP5520181B2 (en) 2010-04-22 2010-09-29 Prop construction method

Publications (2)

Publication Number Publication Date
JP2011241671A JP2011241671A (en) 2011-12-01
JP5520181B2 true JP5520181B2 (en) 2014-06-11

Family

ID=45408603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010218418A Active JP5520181B2 (en) 2010-04-22 2010-09-29 Prop construction method

Country Status (1)

Country Link
JP (1) JP5520181B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6408776B2 (en) * 2014-03-27 2018-10-17 日進ゴム株式会社 Standing sheath tube and supporting method
ES1244555Y (en) * 2020-02-21 2020-08-21 Lopez Emilio Munoz FIXING DEVICE AND MAST FOR PROVISIONAL SIGNALS

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4942036Y1 (en) * 1969-07-05 1974-11-18
JPH0325614U (en) * 1989-07-19 1991-03-15
JP3133624B2 (en) * 1994-10-17 2001-02-13 東洋エクステリア株式会社 Fence
JP2000322692A (en) * 1999-05-12 2000-11-24 Shigemi Saito Buffering device for road sign pole
JP2005120644A (en) * 2003-10-15 2005-05-12 Yunimatekku Kk Car stop
JP4099479B2 (en) * 2004-12-28 2008-06-11 積水樹脂株式会社 Pole support column and road sign
JP3141996U (en) * 2008-03-17 2008-05-29 ユニマテック株式会社 Guidance sign pillar

Also Published As

Publication number Publication date
JP2011241671A (en) 2011-12-01

Similar Documents

Publication Publication Date Title
JP5520181B2 (en) Prop construction method
KR101114840B1 (en) Assembly for support which is reinforced
KR200443819Y1 (en) Installation structure of facilities post
KR101379245B1 (en) A blinker device
KR100875276B1 (en) Steel pipe unit for road
KR101773346B1 (en) A bollard for improved the prevent dismantling function
KR200433150Y1 (en) upholder for street lamppost
KR20090000410U (en) Streetlight coupling device
KR101314649B1 (en) Structures having rotating means
JP2007126933A (en) Bumping post
JP6295039B2 (en) Installation method of foundation anchor for column base fixing and single structure
KR100688323B1 (en) post for road
KR101148172B1 (en) Street Lighting Pole Laying Footing Structure and Electing Method of Street Lighting Pole using the same
JP5520130B2 (en) Prop
KR200422051Y1 (en) flagpole hanging device
JP2013127166A (en) Installation structure of elastic columnar body
JP5762910B2 (en) Installation structure of elastic columnar body
KR101313818B1 (en) Fixing unit assembly prop for fence
KR101886015B1 (en) Post for rail and constructing method of it
KR200458707Y1 (en) pillar fixing apparatus for road facilities
JP6667899B2 (en) Brace
KR200176097Y1 (en) Fixing structure of post
JP3975244B2 (en) Handrails and handrail anchors
JP2006161495A (en) Fence post
JP2015132067A (en) Fence

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20130322

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20131113

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20131119

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20140115

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20140325

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20140404

R150 Certificate of patent or registration of utility model

Ref document number: 5520181

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150