JP2012087564A - Sounding prevention column - Google Patents

Sounding prevention column Download PDF

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JP2012087564A
JP2012087564A JP2010236334A JP2010236334A JP2012087564A JP 2012087564 A JP2012087564 A JP 2012087564A JP 2010236334 A JP2010236334 A JP 2010236334A JP 2010236334 A JP2010236334 A JP 2010236334A JP 2012087564 A JP2012087564 A JP 2012087564A
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reinforcing core
column
core material
hollow portion
hollow
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JP5520191B2 (en
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Arifumi Hirano
有文 平野
Keijiro Hori
恵司郎 堀
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Lixil Corp
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Lixil Corp
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Abstract

PROBLEM TO BE SOLVED: To prevent sounding generated when fitting a steel reinforcing core material to a hollow column of an aluminum extrusion material.SOLUTION: A reinforcing core material 2 is fitted and arranged in a hollow column 1 of an aluminum extrusion material from the lower end of the column 1 to an upper position and is drawn and fixed to the front surface side of the hollow part of the column 1 by a screw 3 screwed to the reinforcing core material 2 from the lower part of the front surface of the column 1. In the meantime, a sounding prevention projection 26 which is cut, erected and formed on the reinforcing core material 2 and inclined and projected downwards is interposed in a gap 4 formed on the back surface side of the hollow part of the column 1 by a dimension difference between the hollow part of the column and the reinforcing core material 2, and the column 1 and the reinforcing core material 2 are integrated by the lower screw 3 and the upper sounding prevention projection 26. Sounding generated by the column 1 swinging and hitting the upper end of the reinforcing core material 2 in strong winds can be effectively prevented by the integration, and the appearance defect of using the screw 3 at the upper part can also be prevented.

Description

本発明は、中空部に鋼製の補強芯材を嵌挿配置したアルミ押出材の支柱に生じることある音鳴りを防止した音鳴り防止支柱に関する。   The present invention relates to an anti-sounding strut that prevents the squeaking that may occur in a post of an aluminum extruded material in which a steel reinforcing core material is inserted and disposed in a hollow portion.

フリー支柱タイプのフェンスは、基礎に起立施工した所定間隔の支柱の片側、例えば、道路側にフェンス本体をブラケット等によって固定したものとされており、このときグリッドフェンス(メッシュフェンスともいう)にあっては、支柱をアルミ押出材断面方形又は矩形の中空のものとして、該支柱を起立施工した上で、該各支柱の、例えば、上端キャップに一体に形成した持ち出しフックと、支柱上下方向中間のフックボルトを用いて、フェンス本体の幅方向中間位置を支柱に固定し且つフェンス本体同士を継手で連結した構造のものとされている。   A free strut type fence is one in which a fence body is fixed to one side of a strut of a predetermined interval, e.g., a road, by a bracket or the like, and is attached to a grid fence (also called a mesh fence). In this case, the column is made of a hollow aluminum extruded material with a square cross section or rectangular shape, and after the column is erected, a take-off hook formed integrally with the upper end cap of each column, for example, in the middle of the column in the vertical direction A hook bolt is used to fix the fence body in the middle in the width direction to the support and to connect the fence bodies with a joint.

特開2006−207333号公報JP 2006-207333 A

この場合、支柱をアルミ押出材の断面方形又は矩形の中空のものとしたから、従来から一般に使用されていた鋼製の断面円形のものに比して、外観を良好とし且つフェンス本体の安定した支持を行うことができるが、一方で、鋼製の支柱に比して、支柱の剛性が劣り且つ風圧を受ける面積が拡大するために、強風時に支柱が煽られ揺動する傾向を招き易い。そこで、該支柱の中空部の固定側下部から上方中間部に向けて鋼製の補強芯材を嵌挿して、支柱の剛性を高めてその揺動を防止することが可能であるが、該補強芯材を嵌挿し、該補強芯材を支柱下部からのネジ等の固定金具によって固定すると、強風時に該補強芯材の上端付近で、該補強芯材と支柱が接触して金属音の音鳴りが発生することがある。   In this case, since the column is made of aluminum extruded material with a square cross section or a rectangular hollow one, the appearance is good and the fence body is stable as compared with the steel cross section with a circular shape generally used conventionally. Although the support can be performed, on the other hand, compared to a steel support, the support is inferior in rigidity and the area subjected to wind pressure is increased, so that the support tends to be swung and swung in a strong wind. Therefore, it is possible to insert a steel reinforcing core material from the lower fixed side of the hollow part of the column toward the upper middle part to increase the rigidity of the column and prevent its swinging. When the core material is inserted and the reinforcing core material is fixed with a fixing bracket such as a screw from the bottom of the support column, the reinforcing core material and the support column come into contact with each other near the upper end of the reinforcing core material in a strong wind and the sound of a metal sound is generated. May occur.

この音鳴りは、支柱の中空部内面とこれに嵌挿した補強芯材の外面との間に寸法差が生じることから、支柱の下部において補強芯材を固定することによって、該補強芯材が支柱の中空部対向一方の内面に引寄せ固定されるとともに中空部対向他方の内面に上記寸法差による空隙が生じるところ、補強芯材の上部は支柱と固定されていないために、強風を受けたとき、支柱の上部が幾分揺動し、該支柱が補強芯材に接触することによって発生するものと認められ、従って、該補強芯材を支柱上部においても同様に固定金具で固定すれば、音鳴りを有効に防止することができる。   Since this squealing causes a dimensional difference between the inner surface of the hollow portion of the column and the outer surface of the reinforcing core member inserted into the column, the reinforcing core member is fixed by fixing the reinforcing core member at the lower portion of the column. When the gap due to the above dimensional difference is generated on the inner surface of the other side of the column facing the hollow part and the other side of the other side of the hollow unit is opposed to the hollow part, the upper part of the reinforcing core member is not fixed to the column, and thus received strong wind. When it is recognized that the upper part of the column swings somewhat and the column comes into contact with the reinforcing core material. Sound can be effectively prevented.

しかし、支柱下部の固定金具による補強芯材の固定は目立つことはないが、支柱上部の固定は、固定金具が露出して支柱の外観を損なうことになり、従って、該固定金具による支柱上部における補強芯材の固定は好ましくない。   However, fixing of the reinforcing core material with the fixing bracket at the bottom of the support column is not conspicuous, but fixing the upper portion of the support column exposes the fixing bracket and impairs the appearance of the support column. Fixing the reinforcing core is not preferable.

本発明はかかる事情に鑑みてなされたもので、その解決課題とするところは、支柱をアルミ押出材中空の断面方形又は矩形のものとしつつ、補強芯材を嵌挿してその剛性を高めたときに生じる音鳴りを、外観を損なうことなく可及的簡易且つ確実に防止し得るようにした音鳴り防止支柱を提供するにある。   The present invention has been made in view of such circumstances, and the problem to be solved is that the support is made of a hollow extruded aluminum material having a square cross section or a rectangular shape, and a reinforcing core material is inserted to increase its rigidity. It is an object of the present invention to provide a sounding prevention column that can prevent sounding generated in the above as easily and reliably as possible without impairing the appearance.

上記課題に沿って本発明は、支柱の中空部に嵌挿する補強芯材を、支柱下部において固定金具による固定を行うも、支柱上部において、補強芯材に音鳴り防止突起を配置することによって、支柱下部の固定によって補強芯材の引寄せ固定に起因する中空部対向他方の内面側に生じる上記寸法差の空隙をスポット的に埋めるように該空隙に介在して、該支柱をその上下で補強芯材に一体化して、その揺動可能性を解消することにより、支柱の音鳴りを防止したものであって、即ち、請求項1に記載の発明を、断面方形又は矩形の中空部に鋼製の補強芯材を嵌挿したアルミ押出材中空の屋外設置用の支柱であって、上記補強芯材を支柱下部からの固定金具によって中空部対向一方の内面に引寄せ固定するとともに補強芯材の上部に中空部対向他方の内面に向けて突出して上記引寄せ固定によって生じる補強芯材と中空部対向他方の内面間の空隙に介在する音鳴り防止突起を配置してなることを特徴とする音鳴り防止支柱としたものである。   In accordance with the above-described problems, the present invention provides a reinforcing core material to be inserted into the hollow portion of the support column by fixing brackets at the lower portion of the support column. , By interposing in the gap so as to spot-fill the gap of the above dimensional difference generated on the other inner surface side opposite the hollow portion due to the fixation of the reinforcing core member by pulling and fixing the lower part of the support column, By integrating the reinforcing core material and eliminating its swingability, the prop sound is prevented. In other words, the invention according to claim 1 is applied to a hollow section having a square or rectangular cross section. An aluminum extruded hollow with a steel reinforcing core inserted therein, which is a hollow column for outdoor installation, wherein the reinforcing core is attracted and fixed to the inner surface of the opposite one of the hollow portion by a fixing bracket from the bottom of the column. Opposite the hollow part at the top of the material It is a strut-preventing strut characterized by arranging a sound-preventing protrusion that protrudes toward the inner surface and is disposed in the gap between the reinforcing inner member generated by the above-mentioned pulling and fixing and the other inner surface facing the hollow portion. is there.

請求項2に記載の発明は、上記に加えて、上記音鳴り防止突起を、補強芯材の中空部嵌挿方向と逆方向に傾斜した傾斜突起として、補強芯材の支柱の中空部への嵌挿に際して、音鳴り防止突起の先端が中空部内面に摺接するようにして、嵌挿を妨げることなく上記空隙をスポット的に埋める介設を行ったものとするようにしたものであって、これを、上記音鳴り防止突起を上記補強芯材の支柱の中空部に対する嵌挿方向と逆方向に向けて傾斜配置した上向き又は下向きの傾斜突起によるものとしてなることを特徴とする請求項1に記載の音鳴り防止支柱としたものである。   In addition to the above, the invention according to claim 2 is characterized in that the noise preventing projection is an inclined projection inclined in the direction opposite to the direction in which the hollow portion of the reinforcing core is inserted into the hollow portion of the column of the reinforcing core. At the time of insertion, the tip of the noise preventing projection is in sliding contact with the inner surface of the hollow part, and the insertion of filling the gap in a spot manner without interfering with the insertion, This is due to an upward or downward inclined protrusion in which the noise preventing protrusion is inclined toward a direction opposite to a direction in which the reinforcing core member is inserted into the hollow portion of the column. This is the sounding prevention column described.

請求項3に記載の発明は、同じく上記に加えて、上記音鳴り防止突起を補強芯材の部分的切り起しによる切り起し突起とすることにより、該音鳴り防止突起の形成に際して、他の突起部材をネジ、接着等によって固定したりすることなく、補強芯材に一体のものとするように、これを、上記音鳴り防止突起を上記補強芯材を部分的に切り起すことによって支柱の中空部対向他方の内面に向けて配置した切り起し突起によるものとしてなることを特徴とする請求項1又は2に記載の音鳴り防止支柱としたものである。   In addition to the above, the invention according to claim 3 is characterized in that, in addition to the above, the noise preventing projection is formed by partially raising and lowering the reinforcing core member, so The projecting member is not fixed by screws, adhesion or the like, but is integrated with the reinforcing core material, so that the noise prevention projection is partially cut up and raised from the reinforcing core material. The sounding prevention column according to claim 1 or 2, characterized in that it is formed by a cut-and-raised protrusion arranged toward the other inner surface facing the hollow portion.

請求項4に記載の発明は、同じく上記に加えて、上記補強芯材の断面形状を可及的に単純化するとともに上記引寄せ固定と音鳴り防止突起の配置を行うに適したものとするように、これを、上記補強芯材を断面C字状に形成し、上記固定金具による引寄せ固定箇所と音鳴り防止突起配置箇所を、該補強芯材の対向一対の各起立壁の長手方向端部の近傍位置としてなることを特徴とする請求項1、2又は3に記載の音鳴り防止支柱としたものである。   In addition to the above, the invention described in claim 4 is suitable for simplifying the cross-sectional shape of the reinforcing core material as much as possible and arranging the drawing and fixing protrusions. In this way, the reinforcing core material is formed in a C-shaped cross section, and the drawing and fixing portion by the fixing bracket and the sounding prevention protrusion arrangement portion are arranged in the longitudinal direction of each of the opposed standing walls of the reinforcing core material. The sounding prevention column according to claim 1, wherein the column is a position near the end.

本発明はこれらをそれぞれ発明の要旨として上記課題解決の手段としたものである。   The present invention uses each of these as the gist of the invention as means for solving the above problems.

本発明は以上のとおりに構成したから、請求項1に記載の発明は、支柱の中空部に嵌挿する補強芯材を、支柱下部において固定金具による固定を行うも、支柱上部において、補強芯材に音鳴り防止突起を配置することによって、支柱下部の固定によって補強芯材の引寄せ固定に起因する中空部対向他方の内面側に生じる上記寸法差の空隙をスポット的に埋めるように該空隙に介在して、該支柱をその上下で補強芯材に一体化して、その揺動可能性を解消することにより、支柱をアルミ押出材中空の断面方形又は矩形のものとしつつ、補強芯材を嵌挿してその剛性を高めたときに生じる音鳴りを、外観を損なうことなく可及的簡易且つ確実に防止し得るようにした音鳴り防止支柱を提供することができる。   Since the present invention is configured as described above, the invention according to claim 1 is configured such that the reinforcing core material to be inserted into the hollow portion of the support column is fixed by the fixing bracket at the lower portion of the support column. By arranging a noise preventing projection on the material, the gap of the above dimensional difference generated on the other inner surface side opposite to the hollow part due to the pulling fixation of the reinforcing core material by fixing the lower part of the column is spot-filled. The support core is integrated into the reinforcing core material at the top and bottom of the support core, and the possibility of swinging is eliminated. It is possible to provide a sounding prevention column that can prevent sounding generated when the rigidity is increased by being inserted and prevented as much as possible without impairing the appearance.

請求項2に記載の発明は、上記に加えて、上記音鳴り防止突起を、補強芯材の中空部嵌挿方向と逆方向に傾斜した傾斜突起として、補強芯材の支柱の中空部への嵌挿に際して、音鳴り防止突起の先端が中空部内面に摺接するようにして、嵌挿を妨げることなく上記空隙をスポット的に埋める介設を行ったものとすることができる。   In addition to the above, the invention according to claim 2 is characterized in that the noise preventing projection is an inclined projection inclined in the direction opposite to the direction in which the hollow portion of the reinforcing core is inserted into the hollow portion of the column of the reinforcing core. At the time of insertion, the tip of the noise preventing projection may be in sliding contact with the inner surface of the hollow portion, and the gap may be filled in a spot manner without interfering with the insertion.

請求項3に記載の発明は、同じく上記に加えて、上記音鳴り防止突起を補強芯材の部分的切り起しによる切り起し突起とすることにより、該音鳴り防止突起の形成に際して、他の突起部材をネジ、接着等によって固定したりすることなく、補強芯材に一体のものとすることができる。   In addition to the above, the invention according to claim 3 is characterized in that, in addition to the above, the noise preventing projection is formed by partially raising and lowering the reinforcing core member, so These protrusion members can be integrated with the reinforcing core member without being fixed by screws, adhesion or the like.

請求項4に記載の発明は、同じく上記に加えて、上記補強芯材の断面形状を可及的に単純化するとともに上記引寄せ固定と音鳴り防止突起の配置を行うに適したものとすることができる。   In addition to the above, the invention described in claim 4 is suitable for simplifying the cross-sectional shape of the reinforcing core material as much as possible and arranging the drawing and fixing protrusions. be able to.

支柱とフェンス本体の関係を示す分解斜視図である。It is a disassembled perspective view which shows the relationship between a support | pillar and a fence main body. 支柱と補強芯材の関係を示す支柱の部分切欠側面図である。It is a partial notch side view of a support | pillar which shows the relationship between a support | pillar and a reinforcement core material. 支柱の正面図である。It is a front view of a support | pillar. 支柱の背面図である。It is a rear view of a support | pillar. 支柱の横断面図である。It is a cross-sectional view of a support | pillar. 補強芯材の斜視図である。It is a perspective view of a reinforcing core material. 補強芯材の正面図である。It is a front view of a reinforcing core material. 補強芯材の背面図である。It is a rear view of a reinforcing core material. 補強芯材の側面図である。It is a side view of a reinforcing core material. 補強芯材の横断面図である。It is a cross-sectional view of a reinforcing core material.

以下図面の例に従って本発明を更に具体的に説明すれば、Aはフリー支柱タイプのグリッドフェンスであり、該グリッドフェンスAは、独立乃至連続基礎に起立施工した所定間隔の支柱1にフェンス本体5を固定支持したものとしてあり、該フェンス本体5の固定支持は、常法に従って、支柱1の上端部に配置したフック51と、支柱1上下方向中間のフックボルト52を用いて、フェンス本体5の幅方向中間位置を支持した上、フェンス本体5同士を継手53を用いて隣接相互に連結したものとしてある。   Hereinafter, the present invention will be described in more detail with reference to the example of the drawings. A is a free strut type grid fence, and the grid fence A is attached to struts 5 at predetermined intervals which are erected on independent or continuous foundations. The fence body 5 is fixedly supported using a hook 51 arranged at the upper end of the support column 1 and a hook bolt 52 in the middle in the vertical direction of the support column 1 according to a conventional method. In addition to supporting the intermediate position in the width direction, the fence bodies 5 are connected to each other adjacent to each other using a joint 53.

このとき該支柱1は、断面方形又は矩形、本例にあっては断面矩形の中空部に鋼製の補強芯材2を嵌挿したアルミ押出材中空の屋外設置用のものとしてあり、上記補強芯材2を支柱1下部からの固定金具、本例にあってはネジ3によって中空部対向一方の内面に引寄せ固定するとともに補強芯材2の上部に中空部対向他方の内面に向けて突出して上記引寄せ固定によって生じる補強芯材2と中空部対向他方の内面間の空隙4に介設する音鳴り防止突起26を配置したものとしてあり、これによって、支柱1下部におけるネジ3の固定による補強芯材2の引寄せ固定に伴って中空部対向他方の内面側に生じる支柱1と補強芯材2の寸法差に起因する空隙4を、その上方でスポット的に埋めるように音鳴り防止突起26を介設して、該支柱1をその上下で補強芯材2に一体化し、強風時に発生する支柱1の揺動可能性と該揺動に起因する支柱1の音鳴りを防止したものとしてある。   At this time, the support column 1 is for outdoor installation of a hollow aluminum extruded material in which a steel reinforcing core member 2 is inserted into a hollow section having a square or rectangular cross section, in this example, a rectangular cross section. The core member 2 is attracted and fixed to the inner surface of the opposite one of the hollow portions by a fixing bracket from the lower portion of the support column 1, in this example, the screw 3, and protrudes toward the other inner surface of the reinforcing core member 2. The sounding prevention protrusions 26 are disposed in the gap 4 between the reinforcing core member 2 generated by the pulling and fixing and the other inner surface facing the hollow part. As the reinforcing core member 2 is attracted and fixed, the noise prevention projection is formed so as to spot-fill the gap 4 due to the dimensional difference between the support column 1 and the reinforcing core member 2 that is formed on the other inner surface facing the hollow portion. 26 to insert the support column 1 Vertically integrated into the reinforcing core 2, there as to prevent sounding of the post 1 due to swinging possibilities and the swing of the post 1 which occur during high winds.

本例にあって支柱1は、1辺をそれぞれ数cm幅とした断面矩形のアルミ押出材中空の長尺材を用い、これに切断、穴あけ等の所定の加工を施したものとしてあり、本例にあって該支柱1は、例えば、約20cm程度の基礎埋込部分を除いて、1.2m程度の長さ(高さ)を有するものとしてある。このとき、該支柱1は、その上端に合成樹脂製キャップ15を嵌着して中空部を上端で閉塞してあり、また、該キャップ15の近傍下位の正面上部に、フェンス本体5仮止め用のフック51を固定するネジ挿通用の透孔11を、同じく正面の下部、本例にあっては上記基礎埋込部分の近傍上位の位置に上記補強芯材2を固定する同じくネジ挿通用の透孔11をそれぞれ透設して配置する一方、同じく正面及び背面の上下中間位置には、それぞれ正面から背面に貫通するように、上方から下方に向けて、フェンス本体5連結用の継手53を固定するボルト挿通孔12、フェンス本体を固定する上下に複数、本例にあっては2箇所のフックボルト挿通孔13、支柱1内の雨水や結露水を排水する水抜孔14を所定間隔に透設して配置してある。   In this example, the support column 1 is made of a hollow aluminum material having a rectangular cross section with each side having a width of several centimeters, and is subjected to predetermined processing such as cutting and drilling. In the example, the column 1 has a length (height) of about 1.2 m, excluding a base embedded portion of about 20 cm. At this time, the support column 1 is fitted with a synthetic resin cap 15 at the upper end thereof, and the hollow portion is closed at the upper end, and the fence body 5 is temporarily fixed on the front upper portion near the cap 15. The screw insertion through-hole 11 for fixing the hook 51 is also fixed to the lower part of the front face, in this example, at the upper position in the vicinity of the foundation-embedded portion. While the through-holes 11 are arranged in a transparent manner, similarly, a joint 53 for connecting the fence body 5 is provided at the upper and lower intermediate positions on the front and back sides from above to below so as to penetrate from the front to the back. A plurality of bolt insertion holes 12 to be fixed, a plurality of upper and lower hook bolt insertion holes 13 in this example, and two drainage holes 14 for draining rainwater and dew condensation water in the column 1 are penetrated at predetermined intervals. It is installed and arranged.

該支柱1に嵌挿した補強芯材2は、本例にあって、これを、断面C字状に形成し、上記固定金具、即ち、ネジ3による引寄せ固定箇所と音鳴り防止突起配置箇所を、該補強芯材2の対向一対の各起立壁22の長手方向端部の近傍位置としてある。即ち、補強芯材2は、厚肉鋼板によって底壁21と、該底壁21の両側端を起立した対向一対の起立壁22を備えて断面C字状とした鋼製にして、例えば、1m程度以下、本例にあっては80cm程度の長さを有する長尺材にして、その長手方向下端に端部壁、本例にあっては底壁21から対向一対の起立壁22間に起立配置した、上記起立壁22と同幅の端部壁23を備えて、下端を閉塞したものとしてある。このとき、該補強芯材2は、その底壁21を、支柱1の中空部側面の幅より、起立壁22を、支柱1の中空部正面及び背面の幅よりそれぞれ僅少、例えば数mm以下、本例にあっては2mm程度幅狭とすることによって、支柱1の中空部内面との間で寸法差を有するようにして、支柱1に対する嵌挿を容易になし得るように該支柱1の中空部より幾分短幅に形成してある。   The reinforcing core member 2 fitted into the support column 1 is in this example, and is formed in a C-shaped cross section. The fixing bracket, that is, the drawing and fixing portion by the screw 3 and the noise preventing projection placement portion Is a position in the vicinity of the end portion in the longitudinal direction of each pair of upstanding walls 22 of the reinforcing core member 2. That is, the reinforcing core member 2 is made of steel having a bottom wall 21 and a pair of opposed upstanding walls 22 erected on both ends of the bottom wall 21 with a thick steel plate and having a C-shaped cross section. In this example, a long material having a length of about 80 cm is used, and an end wall is provided at the lower end in the longitudinal direction, and in this example, the wall is erected between the pair of upstanding walls 22 from the bottom wall 21. The arranged end wall 23 having the same width as the upright wall 22 is provided and the lower end is closed. At this time, the reinforcing core material 2 has a bottom wall 21 that is slightly smaller than the width of the side surface of the hollow portion of the support column 1 and a standing wall 22 that is slightly smaller than the width of the front and back surfaces of the hollow portion of the support column 1. In this example, the width of the column 1 is made so that it can be easily inserted into the column 1 by making the width narrower by about 2 mm so as to have a dimensional difference with the inner surface of the hollow part of the column 1. It is formed slightly shorter than the part.

該補強芯材2の上記底壁21には支柱1の下部のネジ挿通用の透孔11に応じた位置に雌ネジのナット24を形成してあり、また、対向一対の起立壁22には、上記支柱1のフェンス本体5固定用2箇所のフックボルト挿通孔13、水抜孔14に対応して配置し、またレベル出し用に配置した各透孔25を透設したものとしてある。   The bottom wall 21 of the reinforcing core member 2 is formed with a female screw nut 24 at a position corresponding to the screw insertion hole 11 at the bottom of the support column 1. In addition, the through holes 25 are disposed corresponding to the hook bolt insertion holes 13 and the drain holes 14 for fixing the fence main body 5 of the support column 1 and are provided for leveling.

このとき、補強芯材2は、更に、その上記対向一対の一方の起立壁22に音鳴り防止突起26を備えてあり、本例にあって該音鳴り防止突起22は、これを、上記補強芯材2の支柱1の中空部に対する嵌挿方向と逆方向に向けて傾斜配置した上向き又は下向きの傾斜突起とし、また、該音鳴り防止突起26は、これを、上記補強芯材2を部分的に切り起すことによって支柱1の中空部対向他方の内面に向けて配置した切り起し突起によるものとしてある。   At this time, the reinforcing core member 2 is further provided with a noise preventing projection 26 on the one standing wall 22 of the opposed pair, and in this example, the noise preventing projection 22 is provided with the reinforcing reinforcement. The core member 2 is an upward or downward inclined protrusion that is inclined toward the direction opposite to the direction in which the core 1 is inserted into the hollow portion of the support column 1, and the noise-preventing protrusion 26 is a part of the reinforcing core member 2. This is due to the cut-and-raised protrusion arranged toward the other inner surface of the column 1 opposite to the hollow portion.

本例の音鳴り防止突起26、即ち、上記切り起し突起による傾斜突起は、上記雌ネジのナット24を配置した対向一対一方の起立壁22と対向する対向一対他方の起立壁22に、該起立壁22をその面内で部分的に切り起して下方に向けて傾斜するように配置してあり、これによって該音鳴り防止突起26の形成に際して、他の突起部材をネジ、接着等によって固定したりすることなく、補強芯材2に一体のものとすることができる。本例にあって該音鳴り防止突起26は、例えば1cm程度以下の5〜6mm程度の切り起し幅にして、切り起し長さを2cm程度以下、例えば1.5cm程度とし、その先端を、上記支柱1の中空部との寸法差に応じて、例えば、該対向一対他方の起立壁から2mm程度突出するように、これを形成したものとしてある。   The sounding prevention protrusion 26 of this example, that is, the inclined protrusion due to the cut-and-raised protrusion is formed on the opposite one-to-one standing wall 22 where the female screw nut 24 is disposed, The standing wall 22 is partially cut and raised in the plane and arranged so as to incline downward. With this, when the noise preventing projection 26 is formed, other projecting members are attached by screws, adhesion, or the like. It can be made integral with the reinforcing core member 2 without being fixed. In this example, the noise preventing projection 26 has a cut-and-raised width of, for example, about 1 cm or less and about 5 to 6 mm, and a cut-and-raised length of about 2 cm or less, for example, about 1.5 cm. Depending on the dimensional difference from the hollow portion of the column 1, for example, this is formed so as to protrude from the opposite standing wall of the other pair by about 2 mm.

補強芯材2は、支柱1の中空部に嵌挿して、該支柱1を補強してあり、該補強芯材2の支柱1の中空部への嵌挿は、本例にあって支柱1の下端、即ち、基礎埋込部位の下端から、支柱1の長手方向中央位置を超えてその上方位置の、上記支柱1の下端から1/2強の高さの範囲に至るように、これを行ってある。このとき、該補強芯材2の嵌挿は、底壁21を支柱1の中空部の片側側面に、対向一対の起立壁22を支柱1の中空部の正面及び背面にそれぞれ沿わせ且つ補強芯材2の上部に配置した音鳴り防止突起26を支柱1の中空部背面側に向けて、支柱1の下端から中空部に対して、上記音鳴り防止突起26の先端を支柱1の中空部背面に対接し、必要に応じて、該音鳴り防止突起26をその弾性によって幾分弾発的に圧入するように、これを行うものとしてある。   The reinforcing core material 2 is inserted into the hollow portion of the support column 1 to reinforce the support column 1, and the insertion of the reinforcing core material 2 into the hollow portion of the support column 1 is in this example. This is performed so that the lower end, that is, the lower end of the base embedding site, extends beyond the center position in the longitudinal direction of the support column 1 and reaches a range of a little over 1/2 from the lower end of the support column 1 above. It is. At this time, the reinforcing core material 2 is inserted by placing the bottom wall 21 along one side surface of the hollow portion of the column 1 and the opposing pair of upstanding walls 22 along the front and back surfaces of the hollow portion of the column 1 and reinforcing core. The sounding prevention protrusion 26 arranged on the upper part of the material 2 is directed toward the back side of the hollow part of the column 1, and the tip of the sounding prevention protrusion 26 is connected to the hollow part from the lower end of the column 1. This is done so that the sound-preventing protrusion 26 is pressed somewhat elastically by its elasticity, if necessary.

該補強芯材2の嵌挿に際しては、その底壁21に配置した各透孔25及び雌ネジのナット24を支柱1の2箇所のフックボルト挿通孔13、支柱1内の雨水や結露水を排水する水抜孔14及び該水抜孔14下位に位置するネジ挿通用の透孔11の位置に合せるように該嵌挿を行うものとしてあり、該嵌挿後に、上記支柱1のネジ挿通用の透孔11から補強芯材1の雌ネジのナット24にネジ3を螺入し、該ネジ3の引寄せによって、補強芯材2の対向一対の一方の起立壁22を支柱1の中空部対向一方の内面の中空部正面側に圧接するように、その上記引寄せ固定を行うものとしてあり、該補強芯材2は、その下端を、支柱1の正面からのネジ3で引寄せ固定し、上方にあって上記音鳴り防止突起26が、上記寸法差が存在することにより、該引寄せ固定により支柱1の中空部対向他方の内面の中空部背面側に生じる空隙4をスポット的に埋めるように該空隙4に介在し、該下方のネジ3と上方の音鳴り防止突起26により支柱1と補強芯材2を一体化することによって、支柱1の揺動と該揺動に伴って該支柱1が補強芯材2に接触して発生する金属音の音鳴りを有効且つ適切に防止するに至る。このとき、支柱1の補強芯材2より上方の残余部分が仮に揺動したとしても、該残余部分に補強芯材2は存在しないから、音鳴りが発生することはなく、従って音鳴りの可能性を完全に解消できる上、補強芯材2を固定する固定金具、本例にあってはネジ3が、支柱1の下方に露出するのみで、起立施工状態で目につき易い支柱1の長手方向中間や上方にネジが露出することはなく、支柱1の外観を損なうこともない。   When the reinforcing core member 2 is inserted, the through holes 25 and the female screw nuts 24 arranged in the bottom wall 21 are connected to the hook bolt insertion holes 13 at the two positions of the support column 1, and rainwater and dew condensation water in the support column 1 are supplied. The insertion is performed so as to match the positions of the drain hole 14 for draining and the thread insertion hole 11 positioned below the drain hole 14. After the insertion, the penetration hole for thread insertion of the support column 1 is performed. The screw 3 is screwed into the nut 24 of the female screw of the reinforcing core member 1 from the hole 11, and the opposing pair of upstanding walls 22 of the reinforcing core member 2 are brought into contact with the hollow portion of the column 1 by pulling the screw 3. The reinforcing core member 2 is pulled and fixed at its lower end with a screw 3 from the front of the support column 1 so as to be pressed against the front side of the hollow portion of the inner surface of the column. Then, the noise prevention protrusion 26 has the dimensional difference, It is interposed in the gap 4 so as to spot-fill the gap 4 formed on the back side of the hollow part of the other inner surface opposite to the hollow part of the support column 1 by the pulling and fixing, and by the lower screw 3 and the upper noise prevention projection 26. By integrating the support column 1 and the reinforcing core member 2, the swinging of the support column 1 and the sound of the metal sound generated when the support column 1 comes into contact with the reinforcing core member 2 are effectively and appropriately generated. Leading to prevention. At this time, even if the remaining portion above the reinforcing core member 2 of the support column 1 is swung, the reinforcing core member 2 does not exist in the remaining portion. The longitudinal direction of the support column 1 that is easily noticeable in the standing construction state, in which the fixing bracket for fixing the reinforcing core material 2, in this example, the screw 3 is only exposed below the support column 1 Screws are not exposed in the middle or above, and the appearance of the column 1 is not impaired.

従って、本例のグリッドフェンスAにおける支柱1は、その独立又は連続基礎に埋込起立する基礎埋込部分から支柱1上方に補強芯材2を嵌挿することによって、アルミ押出材中空の支柱1でありながら、その剛性を高度に保持したものとすることができるとともに該補強芯材2を嵌挿することによって生じる音鳴りを完全に防止した外観良好なものとすることができる。   Therefore, the column 1 in the grid fence A of this example is a column 1 made of hollow aluminum extruded material by inserting and inserting the reinforcing core material 2 above the column 1 from the foundation embedded portion embedded and standing up on the independent or continuous foundation. However, the rigidity can be maintained at a high level, and the appearance can be improved with the sound generated by inserting the reinforcing core member 2 completely prevented.

図中27は、上記音鳴り防止突起26を配置したことによって、補強芯材2の保管、輸送等に際して、該補強芯材2を水平に積上げ可能とするように、補強芯材2の対向一対一方の起立壁22の長手方向対応位置に配置した、音鳴り防止突起26を受入れる逃げ用の切欠き、28は、補強芯材2の下端の端部壁23に載置し且つ対向一対の起立壁22間に介設して、補強芯材2の下端から支柱1の水抜孔14近傍付近まで配置し、支柱1の水抜孔14から雨水や結露水を排水して、雨水や結露水等が溜まり、冬季に凍結して支柱1を破損するのを防止した、例えば独立起泡の発泡合成樹脂材による防水材を示す。   In the figure, reference numeral 27 denotes an opposing pair of reinforcing core members 2 so that the reinforcing core members 2 can be stacked horizontally when the reinforcing core members 2 are stored, transported, and the like, by arranging the noise preventing projections 26. A notch for escaping to receive the noise preventing projection 26, which is disposed at a position corresponding to the longitudinal direction of one of the standing walls 22, is placed on the end wall 23 at the lower end of the reinforcing core member 2 and a pair of opposed standing uprights It is interposed between the walls 22 and is arranged from the lower end of the reinforcing core member 2 to the vicinity of the drain hole 14 of the support column 1, draining rain water and dew condensation water from the drain hole 14 of the support column 1, A waterproofing material made of, for example, an independently foamed foamed synthetic resin material, which is prevented from accumulating and freezing in the winter and damaging the support column 1 is shown.

図示した例は以上のとおりとしたが、上記支柱を、グリッドフェンス以外のフェンスをはじめとして、テラス、バルコニー等その余の屋外設置物に使用すること、音鳴り防止突起を、その部材を補強芯材に固定して形成し、補強芯材に一体に形成するとき、上記切り起し突起に代えて、ドット状に起立壁から突出した点状突起とすること、音鳴り防止突起を、補強芯材の長手方向又は幅方向に複数形成すること、補強芯材を中空矩形のものとすること、固定金具をリベットとすること等を含めて、本発明の実施に当って、アルミ押出材中空の支柱、鋼製の補強芯材、固定金具、音鳴り防止突起、必要に応じて用いる傾斜突起、切り起し突起等の各具体的形状、構造、材質、これらの関係、これらに対する付加等は、上記発明の要旨に反しない限り様々な形態のものとすることができる。   Although the illustrated example is as described above, the above-mentioned support is used for other outdoor installations such as a fence other than the grid fence, terraces, balconies, etc. When fixed to the material and formed integrally with the reinforcing core material, instead of the cut and raised protrusions, dot-like protrusions protruding from the standing wall in the form of dots, and the noise prevention protrusions are In the practice of the present invention, including the formation of a plurality of materials in the longitudinal direction or the width direction of the material, the reinforcing core material being a hollow rectangular shape, the fixing bracket being a rivet, etc. Each concrete shape, structure, material, relations, addition to these, etc., such as struts, steel reinforcing cores, fixing brackets, noise-preventing protrusions, inclined protrusions used as necessary, cut-and-raised protrusions, etc. Not contrary to the gist of the invention Ri may be of various forms.

A グリッドフェンス
1 支柱
11 ネジ挿通用の透孔
12 ボルト挿通孔
13 フックボルト挿通孔
14 水抜孔
15 キャップ
2 補強芯材
21 底壁
22 起立壁
23 端部壁
24 ナット
25 透孔
26 音鳴り防止突起
27 切り欠き
28 防水材
3 ネジ
4 空隙
5 フェンス本体
51 フック
52 フックボルト
53 継手
A Grid fence 1 Post 11 Screw insertion hole 12 Bolt insertion hole 13 Hook bolt insertion hole 14 Drain hole 15 Cap 2 Reinforcement core 21 Bottom wall 22 Standing wall 23 End wall 24 Nut 25 Through hole 26 Noise prevention protrusion 27 Notch 28 Waterproof material 3 Screw 4 Gap 5 Fence body 51 Hook 52 Hook bolt 53 Joint

Claims (4)

断面方形又は矩形の中空部に鋼製の補強芯材を嵌挿したアルミ押出材中空の屋外設置用の支柱であって、上記補強芯材を支柱下部からの固定金具によって中空部対向一方の内面に引寄せ固定するとともに補強芯材の上部に中空部対向他方の内面に向けて突出して上記引寄せ固定によって生じる補強芯材と中空部対向他方の内面間の空隙に介在する音鳴り防止突起を配置してなることを特徴とする音鳴り防止支柱。   A hollow extruded aluminum material in which a steel reinforcing core material is inserted into a hollow portion having a square or rectangular cross section, and the inner surface of the hollow portion facing the hollow portion by a fixing bracket from the lower portion of the column. And an anti-sound projection that protrudes toward the other inner surface facing the hollow portion and is interposed in the gap between the reinforcing core material and the other inner surface facing the hollow portion. An anti-sound prop that is arranged. 上記音鳴り防止突起を上記補強芯材の支柱の中空部に対する嵌挿方向と逆方向に向けて傾斜配置した上向き又は下向きの傾斜突起によるものとしてなることを特徴とする請求項1に記載の音鳴り防止支柱。   2. The sound according to claim 1, wherein the sounding prevention protrusion is formed by an upward or downward inclined protrusion that is inclined toward a direction opposite to a direction in which the reinforcing core member is inserted into the hollow portion of the column. Sound prevention prop. 上記音鳴り防止突起を上記補強芯材を部分的に切り起すことによって支柱の中空部対向他方の内面に向けて配置した切り起し突起によるものとしてなることを特徴とする請求項1又は2に記載の音鳴り防止支柱。   3. The sounding prevention projection according to claim 1 or 2, wherein the reinforcement core is partially cut and raised by a cut and raised projection arranged toward the other inner surface opposite the hollow portion of the column. The sounding prevention prop described. 上記補強芯材を断面C字状に形成し、上記固定金具による引寄せ固定箇所と音鳴り防止突起配置箇所を、該補強芯材の対向一対の各起立壁の長手方向端部の近傍位置としてなることを特徴とする請求項1、2又は3に記載の音鳴り防止支柱。   The reinforcing core member is formed in a C-shaped cross section, and the drawing and fixing portion by the fixing bracket and the sounding prevention protrusion arrangement portion are set as positions in the vicinity of the longitudinal ends of the opposing pair of standing walls of the reinforcing core member. The sounding prevention prop according to claim 1, 2, or 3.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020037836A (en) * 2018-09-05 2020-03-12 株式会社鈴木工務店 Fence support fixing structure
JP2021092074A (en) * 2019-12-11 2021-06-17 久野商事株式会社 Support structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5864737U (en) * 1981-10-26 1983-05-02 住友軽金属工業株式会社 handrail post
JPH0640239U (en) * 1992-10-30 1994-05-27 タキロン株式会社 Mounting structure for planar structures
JP2004308144A (en) * 2003-04-03 2004-11-04 Tateyama Alum Ind Co Ltd Support body
JP2006225893A (en) * 2005-02-15 2006-08-31 Jfe Jenzai Fence Kk Renovation method for existing fence, and fence
JP2007204939A (en) * 2006-01-31 2007-08-16 Shin Nikkei Co Ltd Fence

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5864737U (en) * 1981-10-26 1983-05-02 住友軽金属工業株式会社 handrail post
JPH0640239U (en) * 1992-10-30 1994-05-27 タキロン株式会社 Mounting structure for planar structures
JP2004308144A (en) * 2003-04-03 2004-11-04 Tateyama Alum Ind Co Ltd Support body
JP2006225893A (en) * 2005-02-15 2006-08-31 Jfe Jenzai Fence Kk Renovation method for existing fence, and fence
JP2007204939A (en) * 2006-01-31 2007-08-16 Shin Nikkei Co Ltd Fence

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020037836A (en) * 2018-09-05 2020-03-12 株式会社鈴木工務店 Fence support fixing structure
JP2021092074A (en) * 2019-12-11 2021-06-17 久野商事株式会社 Support structure
JP7272589B2 (en) 2019-12-11 2023-05-12 久野商事株式会社 support structure

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