JP4800051B2 - Pillar pedestal for fence and fence upright structure - Google Patents

Pillar pedestal for fence and fence upright structure Download PDF

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JP4800051B2
JP4800051B2 JP2006022151A JP2006022151A JP4800051B2 JP 4800051 B2 JP4800051 B2 JP 4800051B2 JP 2006022151 A JP2006022151 A JP 2006022151A JP 2006022151 A JP2006022151 A JP 2006022151A JP 4800051 B2 JP4800051 B2 JP 4800051B2
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anchor
column
pillar
base
sealer
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JP2007204938A (en
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俊郎 秋場
多恵子 高橋
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Lixil Corp
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Lixil Corp
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本発明は、柵、とくに、下端部がパラペット又は土台の上面に固着され、同上面に設けられる笠木を貫通して立設される支柱に取り付けられる柵、及びその柵の支柱立設構造に用いられる新規な柱台座に関する。   INDUSTRIAL APPLICABILITY The present invention is used for a fence, in particular, a fence whose lower end is fixed to an upper surface of a parapet or a base and is attached to a pillar that is erected through a headboard provided on the upper surface, and a pillar standing structure of the fence. New pillar pedestal.

一般的に、この種の柵の支柱には、美観と防錆のために、断面形状が矩形のアルミニウム製中空材が用いられるが、中空材はアルミニウム製であるために強度不足になりがちであるので、ステンレススチールその他の鉄鋼製支柱アンカの下端部に平板状の鉄鋼製台座を溶接し、その台座をパラペット又は土台(以下、代表的に土台という。)の上面にねじなどで固着し、その支柱アンカを笠木の孔に貫通して、その笠木を土台に固定し、支柱アンカを支柱の中に納めて、その支柱からねじを支柱アンカにねじ込んで支柱を支柱アンカに固着している。
特になし
Generally, for this type of fence post, aluminum hollow material with a rectangular cross-section is used for aesthetics and rust prevention, but the hollow material is made of aluminum and tends to be insufficient in strength. Therefore, a flat steel base is welded to the lower end of a stainless steel or other steel pillar anchor, and the base is fixed to the upper surface of the parapet or base (hereinafter referred to as a base) with screws or the like. The pillar anchor is passed through the hole of the headboard, the headboard is fixed to the base, the pillar anchor is placed in the pillar, and a screw is screwed into the pillar anchor from the pillar to fix the pillar to the pillar anchor.
nothing special

上記従来の支柱立設構造においては、支柱アンカの長さが比較的短いため、支柱補強効果が十分でなく、フェンスのパネルなどから加わる風力あるいは手摺から加わる人の荷重により支柱が塑性変形する虞があった。また、支柱アンカは笠木の孔に貫通して上方に延ばされるので、支柱アンカと笠木の間の隙間から雨水が土台上面に浸入する虞があるので、防水性能ないし止水性能が要求され、また、中空材である支柱に設けた長孔からねじを支柱アンカにねじ込むので、その長孔の隙間から雨水が支柱内に浸入するため、排水性能が要求される。
しかしながら、従来、支柱強度の向上、防水・止水性能及び排水性能の付加を試みたものが提案されているが、柱の強度が十分に向上したとは言えず、防水・止水及び排水のための構造は複雑であるため、施工に多くの時間がかかった。
In the above-mentioned conventional column erection structure, the column anchor is relatively short, so that the column reinforcement effect is not sufficient, and there is a risk that the column will be plastically deformed by wind force applied from a fence panel or a human load applied from a handrail. was there. In addition, since the pillar anchor penetrates the hole of the headboard and extends upward, rainwater may enter the upper surface of the foundation from the gap between the pillar anchor and the headboard, so that waterproof performance or water stopping performance is required. Since the screw is screwed into the pillar anchor from the long hole provided in the pillar, which is a hollow material, rainwater permeates into the pillar through the gap of the long hole, so that drainage performance is required.
However, conventionally, improvement of column strength, but that attempts to addition of waterproof and waterproofing performance and the drainage performance is proposed, it can not be said that the strength of the standoff is sufficiently improved, waterproof waterproofing and drainage Because the structure for the construction was complicated, it took a lot of time for construction.

本発明は、上記の点に鑑みてなされたものであり、解決しようとする第1の課題は、簡単な構造により、施工が容易にでき、支柱強度が増大され、防水・排水性能に優れた支柱立設構造を用いる柵を提供することにある。第2の課題は、その支柱立設構造の防水・排水性能に大いに寄与する新規な柵支柱立設構造用柱台座を提供することにある。   The present invention has been made in view of the above points, and the first problem to be solved is that the construction can be easily performed with a simple structure, the strut strength is increased, and the waterproof / drainage performance is excellent. The object is to provide a fence using an upright structure. The second problem is to provide a new pillar pedestal for fence post standing structure that greatly contributes to the waterproofing and drainage performance of the pillar standing structure.

上記第1の課題を解決するため、本発明の柵は、下端部が台座に溶接され、少なくとも上下2箇所に縦長孔が形成され、前記台座とともに防錆処理され、前記台座を柵の土台の上面に固着して立設される中空の鉄鋼製支柱アンカと、前記土台に固着された前記支柱アンカが笠木の孔に挿入され、その笠木が前記土台に固定されたときに前記笠木の孔の周辺と前記支柱アンカの外周面との間の隙間を閉そくするように装着されるシーラーと、枠部とその枠部の内周面に設けられた凸部とを有し、前記シーラーの装着後に前記枠部の内側に前記支柱アンカを挿通して前記笠木の上面に載置されたとき、前記凸部が前記支柱アンカの外面に当接して位置決めをするとともに、前記凸部の下側の空間に前記シーラーを収容し、かつ、前記枠部と前記支柱アンカの間に形成される隙間にシーリング材を充填して固定される柱台座と、前記支柱アンカを挿入し、下端面が前記柱台座の枠部の上面に当接された状態で、それ自身に貫通したねじを前記支柱アンカの縦長孔を経てその支柱アンカの内側に備えてあるねじ受け部材にねじ込んで固定される支柱とからなる支柱立設構造を備えたことを特徴としている。
上記構成により、支柱アンカは鉄鋼製であるので、アルミニウム製の支柱を補強する。支柱アンカの長さが長いほど、補強効果が大きい。支柱アンカに支柱を接続するねじはアルミニウム製ねじ受け部材にねじ込まれるので、ねじ込みが容易である。また、鉄鋼製の支柱アンカには、現場でねじ孔が明けられないので、錆が発生しない。笠木の孔に挿入された支柱アンカの外周面と笠木の孔辺の間の隙間はシーラーにより密閉され、さらに、そのシーラーの上側に柱台座が載せられて柱台座の枠部と支柱アンカの間の隙間にシーリング材が充填されるので、雨仕舞いが良好であり、止水性能及び防水性能に優れている。加えて、シーラーは柱台座の枠部の内側に収容されるので、外部に露呈されない。
In order to solve the first problem, the fence according to the present invention has a lower end welded to a pedestal, vertically elongated holes formed in at least two locations, rust-proofed together with the pedestal, and the pedestal attached to the base of the fence. A hollow steel pillar anchor fixedly installed on the upper surface and the pillar anchor fixed to the base are inserted into a hole of the headboard, and when the headboard is fixed to the base, A sealer mounted so as to close a gap between the periphery and the outer peripheral surface of the support anchor; and a frame portion and a convex portion provided on an inner peripheral surface of the frame portion, and after the sealer is mounted When the pillar anchor is inserted inside the frame part and placed on the upper surface of the headboard, the convex part is in contact with the outer surface of the pillar anchor for positioning, and the space below the convex part The sealer, and the frame portion and the support. A column base that is fixed by filling a sealing material in a gap formed between the anchors, and the column anchor is inserted, and the lower end surface is in contact with the upper surface of the frame part of the column base itself. It is characterized in that it has a strut standing structure comprising a strut that is fixed by being screwed into a screw receiving member provided inside the strut anchor through a vertically long hole of the strut anchor .
With the above configuration, since the pillar anchor is made of steel, the aluminum pillar is reinforced. The longer the anchor anchor length, the greater the reinforcing effect. Since the screw that connects the column to the column anchor is screwed into the aluminum screw receiving member, it is easy to screw in. Moreover, since the screw hole is not drilled in the field in the steel pillar anchor, rust does not occur. The gap between the outer peripheral surface of the pillar anchor inserted into the hole of the headboard and the hole edge of the headboard is sealed by a sealer, and a pillar base is placed on the upper side of the sealer, and the space between the pillar base frame and the pillar anchor Since the sealing material is filled in the gap, the rain finish is good, and the waterproof performance and the waterproof performance are excellent. In addition, since the sealer is housed inside the frame portion of the column base, it is not exposed to the outside.

シーラーは、L字形のシーラー部材を反転対称形に配置して矩形に連続されたものであることが望ましい。
このようなシーラー材を用いると、支柱アンカの寸法が変わっても、同一の部材を支柱アンカの寸法に合わせて切断するだけで、使用することができる。従って、製造コスト低減効果が得られる。また、支柱アンカの周囲にシーラーを容易に設けることができる。
It is desirable that the sealer is an L-shaped sealer member arranged in an inverted symmetrical shape and continuous in a rectangular shape.
When such a sealer material is used, even if the dimensions of the support anchors are changed, the same member can be used simply by cutting it according to the dimensions of the support anchors. Therefore, the manufacturing cost reduction effect can be obtained. Further, a sealer can be easily provided around the pillar anchor.

上記第2の課題を解決する柱台座は、枠部とその枠部の内周面に設けられた凸部とを有し、枠部はその内側に土台の上面に立設された支柱アンカを挿通して笠木の上面に載置されたとき、凸部が支柱アンカの外面に当接して位置決めをするとともに、凸部の下側の空間に支柱アンカの周囲において笠木の上面に載せたシーラーを収容し、かつ、枠部と支柱アンカの間にシーリング材充填空間を形成することを特徴としている。
枠部の内側に土台の上面に立設された支柱アンカを挿通してその枠部を笠木の上面に載置すると、凸部が支柱アンカの外面に当接して位置決めをする。また、凸部の下側の空間に支柱アンカの周囲において笠木の上面に載せたシーラーが収容される。枠部と支柱アンカの間にシーリング材充填空間が形成される。そのシーリング材充填空間にシーリング材を充填すると、支柱アンカと柱台座の枠部の間が密封される。
The column pedestal that solves the second problem has a frame portion and a convex portion provided on the inner peripheral surface of the frame portion, and the frame portion has a column anchor erected on the upper surface of the base inside. When inserted and placed on the top of the headboard, the convex part contacts the outer surface of the pillar anchor for positioning, and a sealer placed on the top of the headboard around the pillar anchor is placed in the space below the convex part. It is characterized in that a sealing material filling space is formed between the frame portion and the column anchor.
When a column anchor erected on the upper surface of the base is inserted inside the frame portion and the frame portion is placed on the upper surface of the headboard, the convex portion comes into contact with the outer surface of the column anchor to perform positioning. Further, a sealer placed on the upper surface of the headboard is accommodated around the support anchor in the space below the convex portion. A sealing material filling space is formed between the frame portion and the column anchor. When the sealing material is filled in the sealing material filling space, the space between the pillar anchor and the frame portion of the column base is sealed.

柱台座は、枠部の上面にその枠部の一方側から他方側に排水するための排水溝が形成されていることが望ましい。
このような排水溝が設けてある場合は、支柱内に浸入して柱台座まで流下した雨水はその排水溝から外部に排水される。
It is desirable that the column base is formed with a drainage groove for draining from one side of the frame part to the other side on the upper surface of the frame part.
In the case where such a drainage groove is provided, rainwater that enters the column and flows down to the column base is drained from the drainage groove to the outside.

請求項1の発明によれば、鉄鋼製の支柱アンカによりアルミニウム製の支柱が補強され、支柱アンカの長さが長いほど、大きい補強効果が得られる。支柱アンカに支柱を接続するねじはアルミニウム製ねじ受け部材にねじ込まれるので、ねじ込みが容易であり、現場で鉄鋼製の支柱アンカにねじ孔が明けられないので、錆が発生しない。笠木の孔に挿入された支柱アンカの外周面と笠木の孔辺の間の隙間はシーラーにより密閉され、さらに、そのシーラーの上側に柱台座が載せられて柱台座の枠部と支柱アンカの間の隙間にシーリング材が充填されるので、良好な雨仕舞いがなされ、防水性能に優れている。加えて、シーラーは柱台座の枠部の内側に収容されて外部に露呈されず、柱台座は枠部の外周辺が露見されるのみであるので、支柱立ち上がり部の外観も良好である。   According to the first aspect of the present invention, the aluminum column is reinforced by the steel column anchor, and the longer the column anchor is, the greater the reinforcing effect is obtained. Since the screw connecting the column to the column anchor is screwed into the aluminum screw receiving member, the screw is easy to screw in, and no screw hole is drilled in the steel column anchor at the site, so rust does not occur. The gap between the outer peripheral surface of the pillar anchor inserted in the hole of the headboard and the hole edge of the headboard is sealed with a sealer. Since the sealing material is filled in the gaps, the rain finishes well and the waterproof performance is excellent. In addition, since the sealer is housed inside the frame portion of the column base and is not exposed to the outside, the column stand only exposes the outer periphery of the frame portion, so that the appearance of the column rising portion is also good.

請求項2の発明によれば、シラー材がL字形であるので、支柱アンカの寸法が変わっても同一のシラー材を支柱アンカの寸法に合わせて切断して長さを調整するだけで使用することができるから、製造コスト低減効果が得られ、また、支柱アンカの周囲にシーラーを少ない手間で容易に設けることができる。   According to the invention of claim 2, since the siller material is L-shaped, the same siller material is used only by adjusting the length by cutting the same siller material according to the size of the column anchor, even if the size of the column anchor changes. Therefore, an effect of reducing the manufacturing cost can be obtained, and a sealer can be easily provided around the support anchor with little effort.

請求項3の発明によれば、土台の上面に立設された支柱アンカの基部に柱台座を装着して、簡単にシーラーの収容隠蔽とシーリング材充填を行い、支柱下端部に確実な防水性能を得ることができる。   According to the invention of claim 3, the column base is attached to the base of the column anchor standing upright on the upper surface of the base, and the sealer is easily concealed and filled with the sealing material, and the waterproof performance at the lower end of the column is ensured. Can be obtained.

請求項4の発明によれば、単一の部材である柱台座が土台に対する防水性能のほかに支柱内に浸入した雨水の排水性能を備えることが出来る。   According to invention of Claim 4, the column base which is a single member can be equipped with the drainage performance of the rain water which infiltrated into the support | pillar in addition to the waterproof performance with respect to a base.

次に、本発明の実施の形態について図面を参照しながら説明する。
図1は本発明の要部である支柱立設構造を採用して立設された支柱に取り付けられた柵の一例の斜視図、図2は支柱立設の第1工程及び第2工程を示す斜視図、図3は支柱アンカを示す図であり、(a)は正面図、(b)は平面図である。図4は同じく第3工程を示す斜視図、図5は同じく第4工程を示す斜視図、図6は同じく第5工程を示す斜視図、図7は柱台座を示す図であり、(a)は上面の斜視図、(b)は底面図である。図8は同じく支柱立設の第6工程を示す斜視図、 図9は第6工程終了時の立設構造を示す縦断面図、図10は図9のX−X線断面図である。
Next, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view of an example of a fence attached to a column erected by adopting a column erection structure that is a main part of the present invention, and FIG. 2 shows a first step and a second step of column erection. FIG. 3 is a perspective view, FIG. 3 is a view showing a column anchor, (a) is a front view, and (b) is a plan view. 4 is a perspective view showing the third step, FIG. 5 is a perspective view showing the fourth step, FIG. 6 is a perspective view showing the fifth step, and FIG. 7 is a view showing the column base. Is a perspective view of the top surface, and (b) is a bottom view. FIG. 8 is a perspective view showing the sixth step of standing upright, FIG. 9 is a longitudinal sectional view showing the standing structure at the end of the sixth step, and FIG. 10 is a sectional view taken along line XX in FIG.

図1において、1は土台、2はその土台の上面に固定された笠木、3は土台の上面に固定され、笠木を貫通して立設された支柱、4は支柱の上端部に固定された手摺、5は各支柱の間に取り付けられたパネルである。 In FIG. 1, 1 is a base, 2 is a headboard fixed to the upper surface of the base, 3 is fixed to the upper surface of the base, and is a support column standing upright through the headboard, 4 is fixed to the upper end of the supporter A handrail 5 is a panel attached between the columns .

図1の支柱3を立設するには、第1工程として、図2に示すように、土台1の上面に支柱アンカ6が固着される。支柱アンカ6は、図3に示すように、鉄鋼製の断面形状が矩形の中空材で形成され、少なくとも上下2箇所に縦長孔61が形成され、各縦孔の付近にねじ孔62が形成されている。そして、支柱アンカ6の下端部は鉄鋼製の平面形状が矩形の台座7の中央に溶接されている。台座には、その中央に水抜き孔71が、4隅近傍に長孔72が形成されている。支柱アンカ6はこれに台座7を溶接した状態でメッキその他の防錆処理が施されている。
In order to erect the column 3 shown in FIG. 1, as a first step, as shown in FIG. 2, the column anchor 6 is fixed to the upper surface of the base 1. Post anchor 6, as shown in FIG. 3, of iron or steel cross-sectional shape is formed in a rectangular hollow member, Vertical holes 61 are formed in at least two places above and below, the screw holes 62 in the vicinity of each longitudinal slot formed Has been. And the lower end part of the support | pillar anchor 6 is welded to the center of the base 7 with steel plane shape rectangular. In the pedestal 7 , a drain hole 71 is formed in the center, and a long hole 72 is formed in the vicinity of the four corners. The column anchor 6 is plated or other rust-proofed with the pedestal 7 welded thereto.

また、支柱アンカ6の縦長孔61が形成されている壁の内面にアルミニウム製の帯板状のねじ受け部材8が備えられ、ねじ孔62からねじ込んだねじ63により支柱アンカに固着されており、そのねじ受け部材の両端部は支柱アンカの縦長孔61を閉そくしている。ねじ63はメッキその他の防錆処理を施された支柱アンカ6にねじ込まれるので、このねじ63のねじ込みが錆発生の原因となることはない。   Further, a belt-like screw receiving member 8 made of aluminum is provided on the inner surface of the wall in which the vertically long hole 61 of the support anchor 6 is formed, and is fixed to the support anchor by a screw 63 screwed from the screw hole 62. Both end portions of the screw receiving member close the vertically elongated hole 61 of the column anchor. Since the screw 63 is screwed into the pillar anchor 6 subjected to plating or other rust prevention treatment, the screw 63 does not cause rusting.

このようにねじ受け部材8を内側に備えた支柱アンカ6は、縦長孔61をバルコニーの内側又はフェンスの内側に向けて台座7が土台1の上面に載置され、その台座の長孔72からコーチねじ73を土台にねじ込んで、立設される。支柱アンカ6及びねじ受け部材8の長さは、手摺4の高さ、すなわち支柱3の高さに応じて決定されるが、出来るだけ大きな補強効果が得られるように、支柱の高さに近い長さ、例えば、800〜1300mm程度である。   Thus, the pillar anchor 6 provided with the screw receiving member 8 on the inside has the base 7 placed on the upper surface of the base 1 with the vertically long hole 61 facing the inside of the balcony or the inside of the fence, and from the long hole 72 of the base. The coach screw 73 is screwed into the base and is erected. The lengths of the pillar anchor 6 and the screw receiving member 8 are determined according to the height of the handrail 4, that is, the height of the pillar 3, but are close to the height of the pillar so that the greatest reinforcing effect can be obtained. The length is, for example, about 800 to 1300 mm.

続いて、図2に示すように、第2工程として、笠木2を土台1の上方から降ろし、その笠木に形成されている支柱アンカの断面形状と相似形の孔21に支柱アンカ6を挿入し、その笠木を図4に示すように土台1の上面に近接し、図示されていない既知のホルダに弾力的に嵌合して固定する。この状態で、図4に示すように、支柱アンカ6は笠木2の孔21から上方に起立する。この時、支柱アンカ6の外周面と笠木2の孔21の周辺との間にわずかな隙間が生じる場合が少なくない。   Subsequently, as shown in FIG. 2, as a second step, the headboard 2 is lowered from above the base 1, and the pillar anchor 6 is inserted into the hole 21 having a shape similar to the cross-sectional shape of the pillar anchor formed in the headboard. As shown in FIG. 4, the headboard is close to the upper surface of the base 1 and is elastically fitted and fixed to a known holder (not shown). In this state, as shown in FIG. 4, the column anchor 6 stands upward from the hole 21 of the headboard 2. At this time, there are many cases in which a slight gap is generated between the outer peripheral surface of the column anchor 6 and the periphery of the hole 21 of the headboard 2.

そこで、第3工程として、図4及び図5に示すように、笠木の上面にその隙間に沿ってシーラー9を備えて、その隙間を塞ぐ。このシーラー9は、合成ゴム又はプラスチック材料でL字形に成形された2つのシーラー部材を、支柱アンカ6の隣接する二つの側面の幅と合致する長さに切断し、それらを支柱アンカ6の互いに反対側に反転対称形に配置し、矩形に連続させて隙間を密閉する。シーラー9は、1個の矩形環状に形成されたものを用いることも出来る。しかし、その場合は、所定寸法の支柱アンカ専用となり、また、支柱アンカの上端部から嵌合し、これを基部の笠木上面まで引き下ろして載置することは面倒であるので、図示の例のように、L字形のシーラー部材を造り、支柱アンカの寸法に合わせて切断して用いれば、1種類のシーラー部材で各種寸法の支柱アンカに適用可能であるので、製造コストの低減が可能である。   Therefore, as a third step, as shown in FIGS. 4 and 5, a sealer 9 is provided on the upper surface of the headboard along the gap to close the gap. This sealer 9 cuts two sealer members formed in an L shape from a synthetic rubber or plastic material into a length that matches the width of two adjacent side surfaces of the column anchor 6, and cuts them into each other of the column anchor 6. It arranges in the reverse symmetrical form on the opposite side, and seals the gap by continuing the rectangle. The sealer 9 can also be formed as a single rectangular ring. However, in that case, it will be dedicated to the pillar anchor of a predetermined size, and it is troublesome to fit it from the upper end of the pillar anchor and pull it down to the top of the headboard of the base so that it is troublesome. In addition, if an L-shaped sealer member is made and cut and used in accordance with the dimensions of the column anchor, it can be applied to the column anchors of various sizes with one type of sealer member, so that the manufacturing cost can be reduced.

次に、第4工程として、図5及び図6に示すように、支柱アンカ6にその上方から柱台座10を挿通し、笠木2の上面に載置し、前記シーラー9を収容して隠蔽すると共に、シーリング材11を充填してその柱台座10と支柱アンカ6の外周面との間を密封して固定する。さらに詳述すると、図7に示すように、柱台座10は、支柱アンカ6の横断面形状と同じ形状である矩形環状の枠部101を有する。その枠部101は上面に平坦面を有し、内周辺に沿って矩形に連続して起立する内周壁102を有している。そして、内周壁102の内周面の高さ方向中間に互いに対向して突出する凸部103,104を有する。これらの凸部103,104よりも下側の内周壁102の内周面により囲まれた部分にシーラー9を収容する空間が形成され、また凸部103,104よりも上側の内周壁102の内周面により囲まれた部分に、後述されるシーリング材充填空間が形成されている。従って、枠部101の内周面の大きさは、シーラー9の外形寸法とほぼ一致させてある。また、枠部101の一つの相対する辺には内周壁に近い位置において上面に開口する排水溝105が形成され、その排水溝105は枠部の他の相対する辺の一方において側方に開口されている。   Next, as shown in FIG. 5 and FIG. 6, as shown in FIGS. 5 and 6, the column base 10 is inserted into the support anchor 6 from above and placed on the upper surface of the headboard 2 to accommodate and conceal the sealer 9. At the same time, the sealing material 11 is filled and the space between the column base 10 and the outer peripheral surface of the column anchor 6 is sealed and fixed. More specifically, as shown in FIG. 7, the column base 10 includes a rectangular annular frame portion 101 having the same shape as the cross-sectional shape of the column anchor 6. The frame portion 101 has a flat surface on the upper surface and has an inner peripheral wall 102 that rises continuously in a rectangular shape along the inner periphery. And it has the convex parts 103 and 104 which protrude mutually opposite in the height direction middle of the internal peripheral surface of the internal peripheral wall 102. As shown in FIG. A space for accommodating the sealer 9 is formed in a portion surrounded by the inner peripheral surface of the inner peripheral wall 102 below the convex portions 103 and 104, and the inner peripheral wall 102 above the convex portions 103 and 104 is formed. A sealing material filling space, which will be described later, is formed in a portion surrounded by the peripheral surface. Therefore, the size of the inner peripheral surface of the frame portion 101 is substantially matched with the outer dimension of the sealer 9. Further, a drainage groove 105 that opens to the upper surface is formed on one opposite side of the frame portion 101 at a position close to the inner peripheral wall, and the drainage groove 105 opens laterally on one of the other opposite sides of the frame portion. Has been.

こうして、図6に示すように、柱台座10の枠部101の内側に支柱アンカ6を挿入して、排水溝105の側面開口をバルコニーの内側又はフェンスの内側に向けた状態で、枠部101を笠木2の上面に載置すると、凸部103,104が支柱アンカ6の各外面に当接して、柱台座10が所定の位置に位置決めされる。そのとき、先に装着されたシーラー9が柱台座10の前記シーラー収容空間に収容され、内周壁102と凸部103,104により押さえられる。従って、シーラー9が笠木2の上面などに接着されなくとも固定され、そのシーラーにより支柱アンカ6と笠木2の間への雨水浸入を防止する効果が得られる。   In this way, as shown in FIG. 6, the column anchor 101 is inserted inside the frame portion 101 of the column base 10 and the side opening of the drainage groove 105 is directed toward the inside of the balcony or the inside of the fence. Is placed on the upper surface of the headboard 2, the projections 103 and 104 come into contact with the outer surfaces of the column anchor 6, and the column base 10 is positioned at a predetermined position. At that time, the previously installed sealer 9 is accommodated in the sealer accommodating space of the column base 10 and is pressed by the inner peripheral wall 102 and the convex portions 103 and 104. Accordingly, the sealer 9 is fixed without being bonded to the upper surface of the headboard 2 or the like, and the effect of preventing rainwater intrusion between the pillar anchor 6 and the headboard 2 can be obtained by the sealer.

さらに、柱台座の上面の内周壁102と支柱アンカ6の間において上方に開放されているシーリング材充填空間に、例えばチューブ11などからシーリング材111が充填されて、支柱と枠部101の間が完全に密封される。従って、支柱アンカ6の下部と笠木2の間には高い水密性が確保される。   Further, a sealing material filling space opened upward between the inner peripheral wall 102 on the upper surface of the column base and the column anchor 6 is filled with a sealing material 111 from, for example, the tube 11 or the like, and the space between the column and the frame portion 101 is filled. Fully sealed. Therefore, high watertightness is ensured between the lower part of the pillar anchor 6 and the headboard 2.

最後の工程として、図6及び図8に示すように、支柱アンカ6の上方から横断面形状が矩形のアルミニウム製中空材で形成された支柱3を下降して、その中空部31に支柱アンカ6を挿入し、その支柱3の下端面を柱台座10の枠部101の平坦な上面に当接させ、支柱3に予め形成してある孔32からねじ33をねじ込む。このねじ33は、支柱アンカ6の縦長孔61に臨ませてあるねじ受け部材8にねじ込まれるため、支柱3が強固かつ堅固に支柱アンカ6に固定される。   As the last step, as shown in FIGS. 6 and 8, the column 3 made of aluminum hollow material having a rectangular cross section is lowered from above the column anchor 6, and the column anchor 6 is placed in the hollow portion 31. , The lower end surface of the column 3 is brought into contact with the flat upper surface of the frame portion 101 of the column base 10, and a screw 33 is screwed through a hole 32 formed in the column 3 in advance. Since the screw 33 is screwed into the screw receiving member 8 facing the vertically long hole 61 of the column anchor 6, the column 3 is firmly and firmly fixed to the column anchor 6.

支柱3の下端面は柱台座10の枠部101の上面に密着されるが、柱台座の排水溝105はその枠部101の上面よりも低い位置に形成されているので、支柱3の中空部に浸入することがある雨水は、その支柱3の内壁面に沿って流下し、柱台座上面に充填されているシーリング材111に誘導されて、排水溝105を流れ、その一端からバルコニー内側又はフェンス内側に排水される。   The lower end surface of the column 3 is in close contact with the upper surface of the frame part 101 of the column base 10, but the drain groove 105 of the column base is formed at a position lower than the upper surface of the frame unit 101. Rainwater that may enter the water flows down along the inner wall surface of the column 3 and is guided by the sealing material 111 filled in the upper surface of the column base, flows through the drainage groove 105, and enters the balcony or fence from one end thereof. Drained inside.

新規な支柱立設構造を採用して立設された支柱に取り付けられた柵の一例の斜視図。The perspective view of an example of the fence attached to the support | pillar standing by adopting the new support | pillar standing structure. 支柱立設の第1工程及び第2工程を示す斜視図。The perspective view which shows the 1st process and 2nd process of standing support | pillar. 支柱アンカを示す図であり、(a)は正面図、(b)は平面図。It is a figure which shows a support | pillar anchor, (a) is a front view, (b) is a top view. 支柱立設の第3工程を示す斜視図。The perspective view which shows the 3rd process of support | pillar standing installation. 支柱立設の第4工程を示す斜視図。The perspective view which shows the 4th process of support | pillar standing installation. 支柱立設の第5工程を示す斜視図。The perspective view which shows the 5th process of support | pillar erection. 柱台座を示す図であり、(a)は上面の斜視図、(b)は底面図。It is a figure which shows a column base, (a) is a perspective view of an upper surface, (b) is a bottom view. 支柱立設の第6工程を示す斜視図。The perspective view which shows the 6th process of support | pillar standing installation. 第6工程終了時の立設構造を示す縦断面図。The longitudinal cross-sectional view which shows the standing structure at the time of completion | finish of a 6th process. 図10は図9のX−X線断面図。10 is a sectional view taken along line XX in FIG.

符号の説明Explanation of symbols

1 土台
2 笠木
3 支柱
6 支柱アンカ
61 縦長孔
63 ねじ
7 台座
8 ねじ受け部材
9 シーラー
10 柱台座
101 枠部
102 内周壁
103,104 凸部
105 排水溝
DESCRIPTION OF SYMBOLS 1 Base 2 Coping 3 Post 6 Post anchor 61 Long hole 63 Screw 7 Base 8 Screw receiving member 9 Sealer 10 Pillar base 101 Frame part 102 Inner peripheral wall 103, 104 Convex part 105 Drainage groove

Claims (4)

下端部が台座に溶接され、少なくとも上下2箇所に縦長孔が形成され、前記台座とともに防錆処理され、前記台座を柵の土台の上面に固着して立設される中空の鉄鋼製支柱アンカと、
前記土台に固着された前記支柱アンカが笠木の孔に挿入され、その笠木が前記土台に固定されたときに前記笠木の孔の周辺と前記支柱アンカの外周面との間の隙間を閉そくするように装着されるシーラーと、
枠部とその枠部の内周面に設けられた凸部とを有し、前記シーラーの装着後に前記枠部の内側に前記支柱アンカを挿通して前記笠木の上面に載置されたとき、前記凸部が前記支柱アンカの外面に当接して位置決めをするとともに、前記凸部の下側の空間に前記シーラーを収容し、かつ、前記枠部と前記支柱アンカの間に形成される隙間にシーリング材を充填して固定される柱台座と、
前記支柱アンカを挿入し、下端面が前記柱台座の枠部の上面に当接された状態で、それ自身に貫通したねじを前記支柱アンカの縦長孔を経てその支柱アンカの内側に備えてあるねじ受け部材にねじ込んで固定される支柱と、
からなる支柱立設構造を備えた柵。
A hollow steel pillar anchor having a lower end welded to the pedestal, vertically elongated holes formed in at least two locations, rust-proofed together with the pedestal, and erected with the pedestal secured to the upper surface of the base of the fence; ,
The support anchor fixed to the base is inserted into the hole of the headboard, and when the headboard is fixed to the base, the gap between the periphery of the headboard hole and the outer peripheral surface of the support anchor is closed. A sealer attached to the
It has a frame part and a convex part provided on the inner peripheral surface of the frame part, and after the sealer is mounted, when the pillar anchor is inserted inside the frame part and placed on the upper surface of the headboard, The convex portion abuts on the outer surface of the pillar anchor for positioning, and the sealer is accommodated in a space below the convex portion, and a gap is formed between the frame portion and the pillar anchor. A column base fixed and filled with a sealing material;
The pillar anchor is inserted, and a screw penetrating through the pillar anchor is provided inside the pillar anchor through the longitudinal hole of the pillar anchor in a state where the lower end surface is in contact with the upper surface of the frame portion of the pillar base. A strut that is screwed into the screw receiving member and fixed;
A fence with an upright structure consisting of
シーラーは、L字形のシーラー部材を反転対称形に配置して矩形に連続されたものであることを特徴とする請求項1に記載の柵。   The fence according to claim 1, wherein the sealer is an L-shaped sealer member arranged in an inverted symmetrical shape and continuous in a rectangular shape. 枠部とその枠部の内周面に設けられた凸部とを有し、前記枠部はその内側に土台の上面に立設された支柱アンカを挿通して笠木の上面に載置されたとき、前記凸部が前記支柱アンカの外面に当接して位置決めをするとともに、前記凸部の下側の空間に前記支柱アンカの周囲において前記笠木の上面に載せたシーラーを収容し、かつ、前記枠部と前記支柱アンカの間にシーリング材充填空間を形成することを特徴とする柵の支柱立設構造用柱台座。 Has a frame portion and a convex portion provided on the inner peripheral surface of the frame portion, the frame portion is placed on the upper surface of the hat tree by inserting the post anchor erected on the upper surface of the base on the inside The convex portion abuts on the outer surface of the pillar anchor for positioning, and stores a sealer placed on the upper surface of the headboard around the pillar anchor in a space below the convex portion, and A column base for a column post standing structure, wherein a sealing material filling space is formed between the frame portion and the column anchor. 枠部の上面にその枠部の一方側から他方側に排水するための排水溝が形成されていることを特徴とする請求項3に記載の柵の支柱立設構造用柱台座。   The column base for a column post standing structure according to claim 3, wherein a drainage groove for draining from one side of the frame portion to the other side is formed on an upper surface of the frame portion.
JP2006022151A 2006-01-31 2006-01-31 Pillar pedestal for fence and fence upright structure Active JP4800051B2 (en)

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JPS634162A (en) * 1986-06-24 1988-01-09 ワイケイケイ株式会社 Drain apparatus of support lower end part of handrail support
JPH0436334Y2 (en) * 1986-08-21 1992-08-27
JPH01131736U (en) * 1988-03-03 1989-09-07
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