JP5779041B2 - Column and installation method of column - Google Patents

Column and installation method of column Download PDF

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JP5779041B2
JP5779041B2 JP2011178886A JP2011178886A JP5779041B2 JP 5779041 B2 JP5779041 B2 JP 5779041B2 JP 2011178886 A JP2011178886 A JP 2011178886A JP 2011178886 A JP2011178886 A JP 2011178886A JP 5779041 B2 JP5779041 B2 JP 5779041B2
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male screw
anchor
screw portion
fastening member
screwed
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JP2013040515A (en
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前川　拓也
拓也 前川
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Sekisui Jushi Corp
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Description

本発明は、住宅、工場、公園等の敷地境界部や隣地境界部に沿って取付けられるフェンスや柵等に関し、特にこれらに用いられる支柱に関するものである。   The present invention relates to fences, fences, and the like attached along site boundaries and adjacent land boundaries of houses, factories, parks, and the like, and particularly to columns used for these.

住宅、工場、公園等の敷地境界部や隣地境界部に沿って取付けられるフェンスや柵において、その支柱を設置する場合は、コンクリート基礎を用いて支柱下端部を埋設するものや、打ち込み装置等を用いて支柱を土面に直接打設するものや、コンクリート面等の上に支柱ホルダーを設置し、その上に支柱を立設させるもの等が用いられている。   When installing the struts in fences or fences attached along the boundary of the site or adjacent land, such as a house, factory, park, etc., use a concrete foundation to embed the bottom end of the strut, a driving device, etc. There are used those in which a pillar is directly placed on the soil surface, or a pillar holder is installed on a concrete surface and the like and a pillar is erected on that.

例えば、特許文献１には、フェンスに用いられる支柱の着脱装置が提案されており、その装置は、筒状に形成した支柱と、支柱に芯材として挿入される支軸と、基礎に埋設され支軸が螺入して差し立てられるようにしたソケットとを用いたものである。   For example, Patent Document 1 proposes a column attachment / detachment device used for a fence, and the device is embedded in a column, a support shaft inserted into the column as a core material, and a foundation. It uses a socket in which a support shaft is screwed and set up.

登録実用新案3063675号公報Registered Utility Model No. 3063675

しかしながら、前記のような支柱の着脱装置は、支柱の高さ調節が困難であった。すなわち、支軸の貫通孔が長孔なので、設置作業時に生じる僅かな誤差を吸収することができるが、支軸自体の高さ調整には不向きであって、設置面の不陸に対応するための微小な高さ調整には向いていなかった。   However, it has been difficult to adjust the height of the column in the column attaching / detaching device as described above. That is, since the through hole of the support shaft is a long hole, it can absorb slight errors that occur during installation work, but is not suitable for adjusting the height of the support shaft itself, and corresponds to the unevenness of the installation surface. It was not suitable for the minute height adjustment.

本発明は、前記の如き問題点を解消し、設置面に取付ける支柱の高さ調整を容易なものとなる支柱及び支柱の設置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 provide a column and a column installation method that facilitate the height adjustment of the column attached to the installation surface.

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は、支柱本体と、その下端から下方に向けて突出する雄ねじ部と、雄ねじ部に螺入された締結部材と、雌ねじ孔が上面から下方に向けて形成されたアンカーと備え、設置面に埋設された前記アンカーの雌ねじ孔に前記雄ねじ部の先端が螺入されると共に、雄ねじ部に螺入された前記締結部材を回転させてアンカー上面に締め付けることによって、前記雄ねじ部が前記アンカーに固定されるようになされた支柱であって、前記支柱本体の下部は、下方に開口した筒状となされ、前記雄ねじ部は前記支柱本体の内部を通って支柱本体の下端から下方に突出され、前記締結部材は、雄ねじ部に沿って前記筒状の内部に進入可能となされている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 column according to the present invention includes a column main body, a male screw part protruding downward from the lower end thereof, a fastening member screwed into the male screw part, and an anchor having a female screw hole formed downward from the upper surface. The male screw portion is screwed into the female screw hole of the anchor embedded in the installation surface, and the fastening member screwed into the male screw portion is rotated and fastened to the upper surface of the anchor. there a standoff adapted to be secured to the anchor, the lower portion of the strut body is made a cylindrical shape that is opened downward, the male thread portion from the lower end of the column body through the interior of the strut body The fastening member protrudes downward, and the fastening member can enter the cylindrical interior along the male screw portion .

また本発明に係る支柱の設置方法は、支柱本体と、その下端から下方に向けて突出する雄ねじ部と、雄ねじ部に螺入された締結部材と、雌ねじ孔が上面から下方に向けて形成されたアンカーと備え、設置面に埋設された前記アンカーの雌ねじ孔に前記雄ねじ部の先端が螺入されると共に、雄ねじ部に螺入された前記締結部材を回転させてアンカー上面に締め付けることによって、前記雄ねじ部が前記アンカーに固定されるようになされた支柱の設置方法であって、締結部材に雄ねじ部を螺入する工程と、アンカー上面の外径より径大となされた離型紙に雄ねじ部を通す工程と、アンカーの雌ねじ孔に前記雄ねじ部の先端を螺入する工程と、前記雄ねじ部に螺入された前記締結部材を回転させて、前記離型紙を間に挟んで前記締結部材をアンカー上面に締め付ける工程と、前記アンカーを設置面に設けられた埋設孔に埋設する工程と、アンカーと埋設孔との隙間に接着剤を注入する工程と、接着剤が固化した後に前記離型紙を取り外す工程とを備えたことを特徴とするものである。 Further, the column installation method according to the present invention includes a column main body, a male screw portion protruding downward from the lower end thereof, a fastening member screwed into the male screw portion, and a female screw hole formed downward from the upper surface. The tip of the male screw part is screwed into the female screw hole of the anchor embedded in the installation surface, and the fastening member screwed into the male screw part is rotated and tightened to the upper surface of the anchor, A method of installing a column in which the male screw part is fixed to the anchor, the step of screwing the male screw part into a fastening member, and the male screw part on a release paper having a diameter larger than the outer diameter of the upper surface of the anchor A step of threading, a step of screwing the tip of the male screw portion into the female screw hole of the anchor, and a rotation of the fastening member screwed into the male screw portion to sandwich the release paper between the fastening member. Anka A step of tightening to the upper surface, a step of embedding the anchor in an embedding hole provided on the installation surface, a step of injecting an adhesive into a gap between the anchor and the embedding hole, and removing the release paper after the adhesive is solidified And a process.

本発明に係る支柱によれば、支柱本体の下端より突出させた雄ねじ部の先端がアンカーの雌ねじ孔に螺入されると共に、雄ねじ部に螺入された締結部材を回転させてアンカー上面に締め付けることによって、前記雄ねじ部がアンカーに固定されるようになされているので、締結部材による締め付けの高さ位置を変えることにより、支柱本体の高さを容易に変えることができる。   According to the column according to the present invention, the tip of the male screw part protruding from the lower end of the column main body is screwed into the female screw hole of the anchor, and the fastening member screwed into the male screw part is rotated and tightened to the upper surface of the anchor. Thus, since the male screw portion is fixed to the anchor, the height of the column main body can be easily changed by changing the height position of the fastening by the fastening member.

本発明に係る支柱において、支柱本体の下部は、下方に開口した筒状となされ、前記雄ねじ部は支柱本体の内部を通って支柱本体の下端から下方に突出されると共に、前記締結部材は、雄ねじ部に沿って前記筒状の内部に進入可能となされているように構成すれば、締結部材は、治具を用いて作業できる程度、外部に露出していればよいので、雄ねじ部の外部への露出を抑えることが可能となり、雄ねじ部のねじ山の部分の腐食を抑えることができる。   In the column according to the present invention, the lower part of the column main body has a cylindrical shape opened downward, the male screw portion projects downward from the lower end of the column main body through the inside of the column main body, and the fastening member is If it is configured to be able to enter the cylindrical inside along the male screw portion, the fastening member only needs to be exposed to the outside to the extent that it can be operated using a jig. It is possible to suppress the exposure to the screw, and it is possible to suppress the corrosion of the thread portion of the male screw portion.

また本発明に係る支柱の設置方法によれば、前記離型紙を間に挟んで前記締結部材をアンカー上面に締め付けた状態で、前記アンカーを設置面に設けられた埋設孔に埋設し、そしてアンカーと埋設孔との隙間に接着剤を注入するので、接着剤が締結部材とアンカーとの間に浸入せず、締結部材や雄ねじ部を可動させて支柱本体を任意の高さに合わせる設置作業が可能となる。   According to the support installation method according to the present invention, the anchor is embedded in an embedding hole provided on the installation surface in a state where the fastening member is fastened to the upper surface of the anchor with the release paper interposed therebetween, and the anchor Since the adhesive is injected into the gap between the embedment hole and the buried hole, the adhesive does not enter between the fastening member and the anchor, and the fastening member and the external thread part can be moved to adjust the column main body to an arbitrary height. It becomes possible.

本発明に係る支柱を使用したフェンスの実施の一形態を示す正面図である。It is a front view which shows one Embodiment of the fence using the support | pillar which concerns on this invention. 図１の支柱下部の部分分解斜視図である。FIG. 2 is a partially exploded perspective view of a lower portion of the column in FIG. 1. 図１の支柱を設置面への設置する際の支柱の下部付近の部分拡大図である。It is the elements on larger scale near the lower part of the support | pillar at the time of installing the support | pillar of FIG. 1 on an installation surface. 図３の部分分解斜視図である。FIG. 4 is a partially exploded perspective view of FIG. 3. 図１の支柱を設置面への設置する方法の一形態を示す説明図である。It is explanatory drawing which shows one form of the method of installing the support | pillar of FIG. 1 in an installation surface. 図１の支柱を設置面への設置する方法の一形態を示す説明図である。It is explanatory drawing which shows one form of the method of installing the support | pillar of FIG. 1 in an installation surface. 図１の支柱の高さ調節方法を示す説明図である。It is explanatory drawing which shows the height adjustment method of the support | pillar of FIG. 図１の支柱の高さ調節方法を示す説明図である。It is explanatory drawing which shows the height adjustment method of the support | pillar of FIG.

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。   Next, the best mode for carrying out the present invention will be specifically described with reference to the drawings.

図面において、１は支柱本体、２は支柱本体１の下端から下方に突出する雄ねじ部、３は雄ねじ部２に螺入される締結部材、４は雄ねじ部２の先端が螺入されるアンカーであって、本発明に係る支柱Ｐは、主に支柱本体１、雄ねじ部２、締結部材３及びアンカー４から構成され、そして間隔をおいて立設された支柱Ｐにパネル５が取付けられてフェンスＦが構成されている。   In the drawings, 1 is a support body, 2 is a male thread portion projecting downward from the lower end of the support body 1, 3 is a fastening member that is screwed into the male thread section 2, and 4 is an anchor into which the tip of the male thread section 2 is screwed. The pillar P according to the present invention is mainly composed of a pillar body 1, a male screw portion 2, a fastening member 3, and an anchor 4, and a panel 5 is attached to the pillars P that are erected at intervals. F is configured.

前記支柱Ｐに支持されて連続的に設置されるパネル５は、本形態では、多数の縦線材５１と横線材５２とが格子状に配置されると共に、縦線材５１と横線材５２とが各交差部において溶接等により接合されたものである。縦線材５１及び横線材５２は、強度的に安定しておりコストの安い鋼線材が好適に用いられるがステンレス合金やアルミニウム合金等の他の金属を用いてもよい。また縦線材５１及び横線材５２の耐食性や耐候性を高めるために、一般的にそれらの表面に金属めっきや塗装が施される。パネル５は、本形態では、連結具５３を介して支柱Ｐの側方に固定されている。なお、支持具（図示せず）によって、支柱Ｐの前面側に固定するものでもよい。   In this embodiment, the panel 5 that is continuously supported by the support P is arranged with a number of vertical wire members 51 and horizontal wire members 52 arranged in a lattice pattern, and each of the vertical wire members 51 and the horizontal wire members 52 is arranged in a grid pattern. It is joined by welding or the like at the intersection. The vertical wire 51 and the horizontal wire 52 are preferably steel wires that are stable in strength and low in cost, but other metals such as stainless alloys and aluminum alloys may be used. Moreover, in order to improve the corrosion resistance and weather resistance of the vertical wire 51 and the horizontal wire 52, metal plating or coating is generally performed on the surfaces thereof. In this embodiment, the panel 5 is fixed to the side of the column P via the connector 53. In addition, you may fix to the front side of the support | pillar P with a support tool (not shown).

パネル５は、図１に示すように、前記のような格子体に限られず、図示しないが、金属板、樹脂板、これらを積層した積層板、ポリカーボネートやアクリル樹脂からなる透光性の樹脂板を用いてもよい。   As shown in FIG. 1, the panel 5 is not limited to the lattice as described above, and although not shown, a metal plate, a resin plate, a laminated plate obtained by laminating these, a translucent resin plate made of polycarbonate or acrylic resin May be used.

支柱本体１は、図１に示すように、一般には強度的に安定しておりコストの安い丸パイプ状の鋼管が用いられるが、断面矩形状の角パイプや断面多角形状や断面楕円形状であってもよい。またステンレス合金やアルミニウム合金などの他の金属を用いたものでもよい。また、支柱本体１の頭部には、内部に雨水等が浸入することを防ぐためにキャップ１１が取付けられている。   As shown in FIG. 1, the column main body 1 is generally a round pipe-shaped steel pipe that is stable in strength and low in cost, but has a rectangular cross section, a polygonal cross section, or a cross section ellipse. May be. Further, another metal such as a stainless alloy or an aluminum alloy may be used. Further, a cap 11 is attached to the head of the column main body 1 in order to prevent rainwater or the like from entering inside.

図２は、支柱Ｐの下部付近の部分分解斜視図である。雄ねじ部２は、長手方向に沿ってねじ山が形成されており、雄ねじ部２の上端には支柱本体１に固定される平面視六角形状の頭部２１が設けられている。本形態においては、雄ねじ部２の下端部が支柱本体１の下端から下方に突出されており、前記頭部２１は、筒状の支柱本体１の内部に配置され、その側面に雌ねじが刻設された横ねじ孔２２が設けられている。そして、支柱本体１の下部に横方向に設けられた挿通孔１２から、横ねじ孔２２に向けて固定ビスＢを螺着させることによって、頭部２１が支柱本体１に固定される。前記横ねじ孔２２には、本形態では、頭部２１の外周面の対向する位置に計２個設けられているが、雄ねじ部２の頭部２１を支柱１の下部に強固に取付けることができればよいので、その個数は、１個でもよく、３個以上でもよい。   FIG. 2 is a partially exploded perspective view of the vicinity of the lower portion of the support column P. FIG. The male screw portion 2 is formed with a thread along the longitudinal direction, and a head portion 21 having a hexagonal shape in plan view fixed to the column main body 1 is provided at the upper end of the male screw portion 2. In this embodiment, the lower end portion of the male screw portion 2 protrudes downward from the lower end of the column main body 1, the head portion 21 is disposed inside the cylindrical column main body 1, and a female screw is engraved on the side surface. A horizontal screw hole 22 is provided. The head 21 is fixed to the column main body 1 by screwing the fixing screw B toward the horizontal screw hole 22 from the insertion hole 12 provided in the lower direction of the column main body 1. In the present embodiment, a total of two horizontal screw holes 22 are provided at opposite positions on the outer peripheral surface of the head 21. However, the head 21 of the male screw portion 2 can be firmly attached to the lower portion of the column 1. As long as it is possible, the number may be one, or three or more.

アンカー４は、設置面に埋設され、該アンカー上面４１から下方に向けて形成された雌ねじ孔４２に、前記雄ねじ部２の先端が螺入されるようになされている。   The anchor 4 is embedded in the installation surface, and the tip of the male screw portion 2 is screwed into a female screw hole 42 formed downward from the anchor upper surface 41.

締結部材３は、雄ねじ部２に螺入されて、該雄ねじ部２の長手方向に沿って移動可能となされている。かかる締結部材３は、本形態では、その外形が平面視正六角形状であって、筒状の前記支柱本体１の内部に進入可能な大きさとなされ、その中央部の上下方向に沿って前記雄ねじ部２に螺入される雌ねじ孔３１が設けられている。すなわち、締結部材３は、雄ねじ部２の頭部２１下面と、雄ねじ部２の先端が螺入されたアンカー上面４１との間を移動可能となされている。そして、設置面に埋設された前記アンカー４の雌ねじ孔４２に前記雄ねじ部２の先端が螺入されると共に、この雄ねじ部２に螺入された前記締結部材３を回転させてアンカー上面４１に締め付けることによって、前記雄ねじ部２が前記アンカー４に固定されるようになされている。   The fastening member 3 is screwed into the male screw portion 2 and is movable along the longitudinal direction of the male screw portion 2. In this embodiment, the fastening member 3 has a regular hexagonal shape in plan view and is sized so as to be able to enter the cylindrical column main body 1, and the male screw extends in the vertical direction of the center portion thereof. A female screw hole 31 to be screwed into the portion 2 is provided. That is, the fastening member 3 is movable between the lower surface of the head 21 of the male screw portion 2 and the anchor upper surface 41 into which the tip of the male screw portion 2 is screwed. And the front-end | tip of the said external thread part 2 is screwed in the internal thread hole 42 of the said anchor 4 embed | buried in the installation surface, and the said fastening member 3 inserted in this external thread part 2 is rotated, and the anchor upper surface 41 is rotated. By tightening, the male screw portion 2 is fixed to the anchor 4.

次に、支柱Ｐを設置面に設置する設置方法について、図３〜６を参照して具体的に説明する。支柱Ｐは、図３、図４に示すように、中央部に貫通孔６１が設けられた離型紙６が、締結部材３とアンカー４との間に配置されている。そして支柱本体１の下部に固定された雄ねじ部２を、締結部材３の雌ねじ孔３１に螺入すると共に、離型紙６の貫通孔６１を通して、前記雄ねじ部２の先端をアンカー４の雌ねじ孔４２に螺入し、次いで、前記雄ねじ部２に螺入された前記締結部材３を回転させて、前記離型紙６を間に挟んで前記締結部材３をアンカー上面４１に締め付ける。   Next, the installation method which installs the support | pillar P in an installation surface is demonstrated concretely with reference to FIGS. As shown in FIGS. 3 and 4, the post P is provided with a release paper 6 having a through hole 61 in the center between the fastening member 3 and the anchor 4. Then, the male screw portion 2 fixed to the lower portion of the column main body 1 is screwed into the female screw hole 31 of the fastening member 3, and the tip of the male screw portion 2 is passed through the through hole 61 of the release paper 6 and the female screw hole 42 of the anchor 4. Then, the fastening member 3 screwed into the male screw portion 2 is rotated, and the fastening member 3 is fastened to the anchor upper surface 41 with the release paper 6 interposed therebetween.

なお、前記締結部材３を回転させて、アンカー上面４１に締め付けるには、雄ねじ部２を静止させて、締結部材３自体を雄ねじ部２に対して回転させてもよいし、締結部材３自体を静止させて、雄ねじ部２を締結部材３に対して回転させてもよく、要は、雄ねじ部２との関係において、締結部材３を回転させればよい。   In order to rotate and fasten the fastening member 3 to the anchor upper surface 41, the male screw portion 2 may be stationary and the fastening member 3 itself may be rotated relative to the male screw portion 2, or the fastening member 3 itself may be rotated. You may make it stand still and rotate the external thread part 2 with respect to the fastening member 3, and what is necessary is just to rotate the fastening member 3 in relation to the external thread part 2.

続いて、かかる状態のアンカー４を埋設面に設けられた埋設孔Ｍに挿入し、アンカー４と埋設孔Ｍとの隙間Ｓに接着剤やモルタル等の接着材７を注入して、アンカー４を埋設孔Ｍに固定する。締結部材３下面とアンカー上面４１との間には離型紙６が挟持されているので、締結部材３とアンカー４との間に前記接着材７が浸入することはない。前記離型紙６は、アンカー上面４１の外径より径大となされ、好適には埋設孔Ｍの外径と同等か、それよりも径大の方が好ましい。この前記離型紙６は、アンカー４と埋設孔Ｍとの隙間Ｓに接着材７を注入する際に、接着材７をせき止めて、締結部材３や雄ねじ部２にはみ出たり、付着したりするのを防止するためのものであり、注入する際は、該離型紙６の外周の一部を若干捲り挙げて、生じた隙間より注入すればよい。   Subsequently, the anchor 4 in such a state is inserted into the buried hole M provided in the buried surface, and an adhesive 7 such as an adhesive or mortar is injected into the gap S between the anchor 4 and the buried hole M. Fix in the buried hole M. Since the release paper 6 is sandwiched between the lower surface of the fastening member 3 and the anchor upper surface 41, the adhesive 7 does not enter between the fastening member 3 and the anchor 4. The release paper 6 has a larger diameter than the outer diameter of the anchor upper surface 41, and is preferably equal to or larger than the outer diameter of the embedded hole M. When the adhesive material 7 is poured into the gap S between the anchor 4 and the buried hole M, the release paper 6 dams the adhesive material 7 and protrudes or adheres to the fastening member 3 or the male screw portion 2. When injecting, a part of the outer periphery of the release paper 6 may be slightly raised and injected through the generated gap.

そして離型紙６を雄ねじ部２から取り外せば、支柱Ｐの設置は完了する。なお、離型紙６を取り外した状態で、締結部材３の締め付けが弱ければ、雄ねじ部２に沿って締結部材３を回転させて、アンカー上面４１にさらに強く締め付ければよい。本発明に係る支柱Ｐの設置方法においては、締結部材３がアンカー上面４１に締め付けられているので、雄ねじ部２が不容易に回転して高さが変わることなく、支柱本体１を固定することができる。なお離型紙６を取り外さなくても前記と同様な効果が期待できる場合があるが、離型紙６の表面が特に滑りやすい場合は、離型紙６と締結部材３との重合面において滑りが生じて、締結部材３が緩む場合があるので、本形態のように、離型紙６は雄ねじ部２から取り外す方がより好ましい。   Then, when the release paper 6 is removed from the male screw portion 2, the installation of the support column P is completed. If tightening of the fastening member 3 is weak with the release paper 6 removed, the fastening member 3 may be rotated along the male screw portion 2 and tightened to the anchor upper surface 41 more strongly. In the installation method of the column P according to the present invention, the fastening member 3 is fastened to the anchor upper surface 41, so that the column main body 1 is fixed without the male screw portion 2 rotating easily and changing its height. Can do. In some cases, the same effect as described above can be expected without removing the release paper 6. However, when the surface of the release paper 6 is particularly slippery, slippage occurs on the overlapping surface of the release paper 6 and the fastening member 3. Since the fastening member 3 may be loosened, it is more preferable to remove the release paper 6 from the male screw portion 2 as in this embodiment.

さらに本形態では、図６に示すように、締結部材３をアンカー上面４１に締め付けた状態で、支柱本体１の下端とアンカー４との間に間隙Ｔが生じるようになされ、その間隙Ｔから締結部材３を回転させることができるようになされている。すなわち、締結部材３は、平面視六角形状の通常のナット部材が用いられ、スパナやモンキーレンチ等の治具を締結部材３に嵌め込んで、アンカー上面４１に向けて締結部材３を締め付けたり、逆に緩めたりすることができる。また、本形態の様に締結部材３の側面に孔部３２を設けることによって、前記孔部３２に棒材（図示せず）を差し込んで、締結部材３を回動させて、前記と同様に締結部材３を操作することができる。   Furthermore, in this embodiment, as shown in FIG. 6, a gap T is generated between the lower end of the column main body 1 and the anchor 4 in a state where the fastening member 3 is fastened to the anchor upper surface 41, and fastening is performed from the gap T. The member 3 can be rotated. That is, the fastening member 3 is a normal nut member having a hexagonal shape in plan view, and a jig such as a spanner or a monkey wrench is fitted into the fastening member 3 to tighten the fastening member 3 toward the anchor upper surface 41. Conversely, it can be loosened. Further, by providing the hole 32 on the side surface of the fastening member 3 as in the present embodiment, a rod (not shown) is inserted into the hole 32 and the fastening member 3 is rotated, similarly to the above. The fastening member 3 can be operated.

次に、設置面に固定された支柱Ｐの高さを調節する固定方法について、図７−８を参照して具体的に説明する。まず、アンカー４に対して締結部材３を緩めて、その後、雄ねじ部２をアンカー４から外れるＸ方向に支柱本体１を回転させて、支柱本体１を上方に移動させて支柱Ｐの高さを調節する。続いて、雄ねじ部２に沿って締結部材３をＹ方向に回転させて、アンカー上面４１に締め付ける。これにより、支柱Ｐを目的の高さに固定することが可能となり、設置後も同様な作業によって支柱Ｐの高さを再調節することができる。   Next, a fixing method for adjusting the height of the column P fixed to the installation surface will be specifically described with reference to FIGS. First, the fastening member 3 is loosened with respect to the anchor 4, and then the column main body 1 is rotated in the X direction so that the male screw portion 2 is disengaged from the anchor 4, and the column main body 1 is moved upward to increase the height of the column P Adjust. Subsequently, the fastening member 3 is rotated in the Y direction along the male screw portion 2 and fastened to the anchor upper surface 41. Thereby, it becomes possible to fix the support | pillar P to the target height, and after installation, the height of the support | pillar P can be readjusted by the same operation | work.

本発明は、支柱Ｐの高さ調節が容易であるので、支柱間に格子パネルや板状パネル等を取付けるフェンスの支柱や、そのフェンスで用いられる門扉用の門柱としてのみではなく、支柱間にビーム材を架設した柵のための支柱としても好適に用いることができる。   In the present invention, since the height of the support P can be easily adjusted, it is not only used as a fence support for attaching a lattice panel or a plate-like panel between the support posts, or as a gate post for a gate used in the fence. It can also be suitably used as a support for a fence on which a beam material is installed.

１ 支柱本体
１１ キャップ
１２ 挿通孔
２ 雄ねじ部
２１ 頭部
２２ 横ねじ孔
３ 締結部材
３１ 雌ねじ孔
３２ 孔部
４ アンカー
４１ アンカー上面
４２ 雌ねじ孔
５ パネル
５１ 縦線材
５２ 横線材
５３ 連結具
６ 離型紙
６１ 貫通孔
７ 接着材
Ｂ 固定ビス
Ｆ フェンス
Ｍ 埋設孔
Ｐ 支柱
Ｓ 隙間
Ｔ 間隙
Ｘ Ｘ方向
Ｙ Ｙ方向 DESCRIPTION OF SYMBOLS 1 Support | pillar main body 11 Cap 12 Insertion hole 2 Male screw part 21 Head 22 Horizontal screw hole 3 Fastening member 31 Female screw hole 32 Hole part 4 Anchor 41 Anchor upper surface 42 Female screw hole 5 Panel 51 Vertical wire material 52 Horizontal wire material 53 Connecting tool 6 Release paper 61 Through hole 7 Adhesive material B Fixing screw F Fence M Buried hole P Post S S Gap T Gap X X direction Y Y direction

Claims (2)

支柱本体と、その下端から下方に向けて突出する雄ねじ部と、雄ねじ部に螺入された締結部材と、雌ねじ孔が上面から下方に向けて形成されたアンカーと備え、設置面に埋設された前記アンカーの雌ねじ孔に前記雄ねじ部の先端が螺入されると共に、雄ねじ部に螺入された前記締結部材を回転させてアンカー上面に締め付けることによって、前記雄ねじ部が前記アンカーに固定されるようになされた支柱であって、前記支柱本体の下部は、下方に開口した筒状となされ、前記雄ねじ部は前記支柱本体の内部を通って支柱本体の下端から下方に突出され、前記締結部材は、雄ねじ部に沿って前記筒状の内部に進入可能となされていることを特徴とする支柱。 The column main body, a male screw portion projecting downward from the lower end thereof, a fastening member screwed into the male screw portion, and an anchor having a female screw hole formed downward from the upper surface, are embedded in the installation surface. The front end of the male screw portion is screwed into the female screw hole of the anchor, and the male screw portion is fixed to the anchor by rotating and tightening the fastening member screwed into the male screw portion to the upper surface of the anchor. a made a standoff, the lower portion of the strut body is made a cylindrical shape that is opened downward, the male screw portion is projected downward from the lower end of the column body through the interior of the strut body, the fastening member Is a strut that is capable of entering the inside of the cylindrical shape along the male screw portion . 支柱本体と、その下端から下方に向けて突出する雄ねじ部と、雄ねじ部に螺入された締結部材と、雌ねじ孔が上面から下方に向けて形成されたアンカーと備え、設置面に埋設された前記アンカーの雌ねじ孔に前記雄ねじ部の先端が螺入されると共に、雄ねじ部に螺入された前記締結部材を回転させてアンカー上面に締め付けることによって、前記雄ねじ部が前記アンカーに固定されるようになされた支柱の設置方法であって、締結部材に雄ねじ部を螺入する工程と、アンカー上面の外径より径大となされた離型紙に雄ねじ部を通す工程と、アンカーの雌ねじ孔に前記雄ねじ部の先端を螺入する工程と、前記雄ねじ部に螺入された前記締結部材を回転させて、前記離型紙を間に挟んで前記締結部材をアンカー上面に締め付ける工程と、前記アンカーを設置面に設けられた埋設孔に埋設する工程と、アンカーと埋設孔との隙間に接着剤を注入する工程と、接着剤が固化した後に前記離型紙を取り外す工程とを備えたことを特徴とする支柱の設置方法。 The column main body, a male screw portion projecting downward from the lower end thereof, a fastening member screwed into the male screw portion, and an anchor having a female screw hole formed downward from the upper surface, are embedded in the installation surface. The front end of the male screw portion is screwed into the female screw hole of the anchor, and the male screw portion is fixed to the anchor by rotating and tightening the fastening member screwed into the male screw portion to the upper surface of the anchor. The method of installing the struts in which the male screw portion is screwed into the fastening member, the male screw portion is passed through the release paper having a diameter larger than the outer diameter of the upper surface of the anchor, and the female screw hole of the anchor A step of screwing a front end of a male screw portion, a step of rotating the fastening member screwed into the male screw portion, and fastening the fastening member to the upper surface of the anchor with the release paper interposed therebetween; Embedded in a buried hole provided on the installation surface, a step of injecting an adhesive into the gap between the anchor and the buried hole, and a step of removing the release paper after the adhesive has solidified. The installation method of the characteristic prop.
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Publication number Priority date Publication date Assignee Title
CN107905623A (en) * 2017-11-29 2018-04-13 西安工程大学 A kind of easy-to-mount municipal isolation rail

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KR102476066B1 (en) * 2021-04-16 2022-12-12 박현철 Fence for preventing jaywalking

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JPS5931613U (en) * 1982-08-24 1984-02-27 三菱電線工業株式会社 Security fence post mounting structure
JP3063675U (en) * 1999-05-07 1999-11-16 北海道ビニフレーム株式会社 Fence post removal device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905623A (en) * 2017-11-29 2018-04-13 西安工程大学 A kind of easy-to-mount municipal isolation rail

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