JP2002357024A - Fitting and method for supporting stringpiece of fence - Google Patents
Fitting and method for supporting stringpiece of fenceInfo
- Publication number
- JP2002357024A JP2002357024A JP2001167746A JP2001167746A JP2002357024A JP 2002357024 A JP2002357024 A JP 2002357024A JP 2001167746 A JP2001167746 A JP 2001167746A JP 2001167746 A JP2001167746 A JP 2001167746A JP 2002357024 A JP2002357024 A JP 2002357024A
- Authority
- JP
- Japan
- Prior art keywords
- cross beam
- fence
- support
- beam support
- base
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、立設された支柱と
その間に横梁を設けた柵の支持金具及びそれを用いた横
梁支持方法に関するものであり、とりわけ積雪量の多い
場所において好適に用いられるものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support bracket for a fence having an upright column and a cross beam provided between the column and a cross beam support method using the same, and is particularly preferably used in a place with a large amount of snow. It is something that can be done.
【0002】[0002]
【従来の技術】従来、例えば積雪時において支柱間に設
置された横梁が積雪荷重により変形することが考えられ
る場合、横梁を径の大きいものに変更したり、横梁が管
状体であればその肉厚を大きくしたりして荷重の増加の
対策としていた。2. Description of the Related Art Conventionally, for example, when it is conceivable that a cross beam provided between columns is deformed by snow load at the time of snowfall, the cross beam is changed to one having a large diameter, or if the cross beam is a tubular body, its thickness is increased. The thickness was increased to prevent the load from increasing.
【0003】また、既設のものに積雪荷重への対策を施
す場合、支持金具を用いる方法がとられることもあり、
その場合積雪時に最もモーメントのかかる横梁のほぼ中
央部付近と地表面との間に架台や支持具を設けて、いわ
ゆる下支えをする方法が用いられる。従来の架台や支持
具は溶接やボルト等の締結手段により横梁に固定する方
法がとられることが多く、またその高さは固定式のもの
であった。[0003] In addition, when taking measures against snow load on an existing one, a method using a support bracket may be adopted.
In this case, a so-called under-supporting method is used in which a gantry or a support is provided between substantially the vicinity of the center of the cross beam where the moment is greatest when snowing and the ground surface. Conventional mountings and supports are often fixed to the cross beams by fastening means such as welding or bolts, and their height is fixed.
【0004】[0004]
【発明が解決しようとする課題】しかし、これらの架台
や支持具を取り付けるには、横梁が荷重や振動等により
位置がずれたときに、横梁の下から外れないように横梁
を受ける部分の両側に横梁下端の地上高より高い部分を
設ける必要がある。かような架台や支持具の取り付けの
際には横梁を一旦取り外す手間を要する。However, in order to attach these mounts and supports, both sides of a portion for receiving the cross beam so as not to come off from under the cross beam when the cross beam is displaced due to a load, vibration, or the like. It is necessary to provide a part higher than the ground height at the lower end of the cross beam. In mounting such a gantry or support, it is necessary to temporarily remove the cross beam.
【0005】また、多くが固定式であることから、一旦
取り付けてしまうと横梁を受ける部分の地上高の調節が
できず、基礎が脆弱な箇所に設置すると、例えば基礎が
沈んだ場合、架台や支持具と横梁との間に隙間が生じ、
横梁の下支えとしての機能を果たせなくなる恐れがあ
る。[0005] Also, since many are fixed types, once mounted, it is not possible to adjust the height of the ground where the cross beams are received. A gap is created between the support and the cross beam,
There is a possibility that the function of supporting the cross beam may not be achieved.
【0006】また、横梁が勾配のある箇所に設けられて
いる場合、勾配が変化すると横梁と地上高との高さが変
化することから、その高さに合わせて架台や支持具を作
成する必要があり、加工の手間がかかることは当然のこ
とながら、納期も長くなるという難点があった。[0006] Further, when the cross beam is provided at a location with a slope, if the gradient changes, the height between the cross beam and the ground level changes. Therefore, it is necessary to create a gantry or a support in accordance with the height. However, there is a problem that the time required for processing is naturally long and the delivery time is long.
【0007】本発明は、上記の課題を鑑みてなされたも
のであり、取付時に横梁を取り外す必要がなく、また基
礎が脆弱な箇所に設置してもその機能を失うことなく、
更には勾配のある箇所にも容易に設置可能である柵横梁
支持金具を提供するものである。[0007] The present invention has been made in view of the above-mentioned problems, and does not require removal of the cross beam at the time of installation, and does not lose its function even when the foundation is installed in a fragile place.
Furthermore, the present invention provides a fence cross beam supporting bracket that can be easily installed even on a slope.
【0008】[0008]
【課題を解決するための手段】上記の課題を解決するた
め、本発明は以下のような構成としている。すなわち、
ベースと、ベースの上面から立設され高さ調節手段を有
するシャフトと、シャフトの上端に取り付けられた横梁
支持具とからなり、ベースが地表面に設置され、地表面
より立設された2本の支柱間に地表面と間隔をおいて設
けられた柵の横梁を、前記横梁支持具により支持するこ
とを特徴とするものである。In order to solve the above problems, the present invention has the following arrangement. That is,
A base, a shaft erecting from an upper surface of the base and having height adjusting means, and a cross beam support attached to an upper end of the shaft; The cross beam of the fence provided between the support columns and at a distance from the ground surface is supported by the cross beam support tool.
【0009】ベースが地表面に設置され、そのベースと
横梁支持具との間に設けられたシャフトが高さ調節手段
を有することで、取付の際には高さ調節手段により横梁
支持具を横梁下端より下方に下げ、横梁の下部に移動さ
せた後、横梁支持具を横梁の下端を下支えできる高さに
まで上げることで、横梁を取り外すことなく横梁支持具
が設置可能である。また基礎が脆弱な箇所に設置した場
合でも高さ調節手段により横梁支持具の高さが自在に調
節できることから、基礎と地表面との距離の変化に対応
可能である。また勾配がある場所に設置する際にも、高
さ調節手段により高さを調節できることで、勾配に合わ
せた地上高に各々横梁支持具を用意する必要がなく対応
可能とできる。The base is installed on the ground surface, and the shaft provided between the base and the cross beam support has height adjusting means. When mounting, the cross beam support is moved by the height adjusting means. After lowering the lower part from the lower end and moving it to the lower part of the cross beam, the cross beam support is raised to a height at which the lower end of the cross beam can be supported, whereby the cross beam support can be installed without removing the cross beam. Further, even when the foundation is installed at a fragile place, the height of the cross beam support can be freely adjusted by the height adjusting means, so that it is possible to cope with a change in the distance between the foundation and the ground surface. In addition, when the apparatus is installed in a place where there is a slope, the height can be adjusted by the height adjusting means.
【0010】本発明に関わるシャフトが有する高さ調節
手段は、ボルト・ナット構造、ターンバックル等を用い
てよい。The height adjusting means of the shaft according to the present invention may use a bolt / nut structure, a turnbuckle or the like.
【0011】横梁支持具は、上方に開口した略コ字の断
面形状を有し、該略コ字の部位上に断面円形の横梁が支
持されるものであってもよい。The cross beam support may have a substantially U-shaped cross section opened upward, and a cross beam having a circular cross section may be supported on the substantially U-shaped portion.
【0012】シャフトは、2本以上設けられていること
が好ましい。シャフトを複数本数設けることで横梁支持
具を安定して支えることができ、且つ横梁支持金具を勾
配に対応させることが容易となる。It is preferable that two or more shafts are provided. By providing a plurality of shafts, the cross beam support can be stably supported, and the cross beam support bracket can be easily adapted to the gradient.
【0013】請求項1〜3のいずれか1項に記載の柵横
梁支持金具は、複数の横梁を有する縦格子柵の最下段横
梁を支持するものであってもよい。かような方法を用い
ることで、上方の横梁からの積雪荷重、雪の沈降力は縦
格子を経て最下段横梁に集中する荷重を支持することが
でき、横梁の変形が起こる恐れを小さくできる。The fence cross beam support according to any one of claims 1 to 3 may support a lowermost cross beam of a vertical lattice fence having a plurality of cross beams. By using such a method, the snow load from the upper cross beam and the sedimentation force of the snow can support the load concentrated on the lowermost cross beam via the vertical lattice, and the possibility of deformation of the cross beam can be reduced.
【0014】また横梁支持具は、支柱間の中央付近に設
置されることが好ましい。前記の如く、荷重による横梁
が受ける曲げモーメントは中央付近が最大となり、その
箇所の負担を軽減することで、支持具としての効果は最
大限に発揮される。It is preferable that the cross beam support is installed near the center between the columns. As described above, the bending moment received by the cross beam due to the load becomes maximum near the center, and the effect of the support is maximized by reducing the load on that portion.
【0015】[0015]
【発明の実施の形態】本発明の実施の形態を、図面に基
づき以下に具体的に説明する。図1は本発明の実施の一
形態であり、縦格子柵の下段横梁に、本発明に係わる柵
横梁支持金具を設置した状態を示すものである。縦格子
柵10は2本の支柱101間に上段横梁102、縦格子
103、下段横梁104を設けて構成されている。支柱
101間に積雪した場合、上段横梁102が受ける積雪
荷重及び沈降力は、縦格子103を通じて下段横梁10
4に伝播される。下段横梁104はそれ自体が受けるも
のと、上段横梁102に由来する積雪荷重及び沈降力を
受けることで、特に中央付近にモーメントがかかること
で変形する恐れがある。本実施形態において、柵横梁支
持金具1はベース11、シャフト12及び横梁支持具1
3により構成され、下段横梁104の中央付近を横梁支
持具により下支えすることで、前記の如き下段横梁10
1にかかるモーメントを軽減する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be specifically described below with reference to the drawings. FIG. 1 shows one embodiment of the present invention, and shows a state in which a fence cross beam support bracket according to the present invention is installed on a lower horizontal beam of a vertical lattice fence. The vertical lattice fence 10 is configured by providing an upper horizontal beam 102, a vertical lattice 103, and a lower horizontal beam 104 between two columns 101. When snow accumulates between the pillars 101, the snow load and the sedimentation force received by the upper horizontal beam 102 are transmitted through the vertical lattice 103 to the lower horizontal beam 10.
4 is propagated. The lower cross beam 104 may be deformed by receiving the snow load and the sedimentation force derived from the upper cross beam 102 and by the moment applied to the vicinity of the center in particular. In this embodiment, the fence cross beam support 1 is composed of the base 11, the shaft 12, and the cross beam support 1.
3, and the lower cross beam 104 is supported by the cross beam support near the center of the lower cross beam 104.
Reduce the moment applied to 1.
【0016】図2は勾配を有する斜面に縦格子柵が設置
され、その縦格子柵に柵横梁支持金具が取り付けられて
いる状態を示すものである。斜面上に直立して設置され
た2本の支柱101間の下段横梁104の下部に柵横梁
支持金具1が設けられ、柵横梁支持金具1のベース11
は滑り落ちを防止するために平面上に設置されている
が、2本のシャフト12a及び12bはそれぞれ高さ調
節手段により異なる高さとされて横梁支持具13を下段
横梁104に沿わせるようになされている。FIG. 2 shows a state in which a vertical lattice fence is installed on a slope having a gradient, and a fence horizontal beam support bracket is attached to the vertical lattice fence. A fence cross beam support 1 is provided below a lower cross beam 104 between two columns 101 installed upright on a slope, and a base 11 of the fence cross beam support 1 is provided.
Are installed on a plane in order to prevent sliding down, but the two shafts 12a and 12b are made to have different heights by height adjusting means so that the cross beam support 13 can be moved along the lower cross beam 104. ing.
【0017】図3は本発明の実施の一形態であり、本発
明に係わる柵横梁支持金具を示すものである。柵横梁支
持金具1は平板上のベース11、2本のシャフト12及
び略コ字型の横梁支持具13から構成されている。シャ
フト12は、ねじ部を有する上部シャフト121及びナ
ット123が横梁支持具13及びベース11に溶接され
ており、その間のねじシャフト122を回転させること
でねじシャフト122が上方シャフト121及びナット
123から出入りすることでシャフト12自体の高さを
調節することができる。FIG. 3 shows one embodiment of the present invention, and shows a fence cross beam support fitting according to the present invention. The fence cross beam support 1 is composed of a flat base 11, two shafts 12, and a substantially U-shaped cross beam support 13. The shaft 12 has an upper shaft 121 having a threaded portion and a nut 123 welded to the cross beam support 13 and the base 11. By rotating the screw shaft 122 therebetween, the screw shaft 122 moves in and out of the upper shaft 121 and the nut 123. By doing so, the height of the shaft 12 itself can be adjusted.
【0018】[0018]
【発明の効果】ベースが地表面に設置され、そのベース
と横梁支持具との間に設けられたシャフトが高さ調節手
段を有することで、取付の際には高さ調節手段により横
梁支持具を横梁下端より下方に下げ、横梁の下部に移動
させた後、横梁支持具を横梁の下端を下支えできる高さ
にまで上げることで、横梁を取り外すことなく横梁支持
具が設置可能である。また基礎が脆弱な箇所に設置した
場合でも高さ調節手段により横梁支持具の高さが自在に
調節できることから、基礎と地表面との距離の変化に対
応可能である。また勾配がある場所に設置する際にも、
高さ調節手段により高さを調節できることで、勾配に合
わせた地上高に各々横梁支持具を用意する必要がなく対
応可能とできる。According to the present invention, the base is installed on the ground surface, and the shaft provided between the base and the cross beam support has height adjusting means. Is lowered below the lower end of the cross beam, moved to the lower portion of the cross beam, and then raised to a height at which the lower end of the cross beam can be supported, whereby the cross beam support can be installed without removing the cross beam. Further, even when the foundation is installed at a fragile place, the height of the cross beam support can be freely adjusted by the height adjusting means, so that it is possible to cope with a change in the distance between the foundation and the ground surface. Also, when installing on a slope,
Since the height can be adjusted by the height adjusting means, it is not necessary to prepare a cross beam support at each of the ground heights according to the gradient, and it is possible to respond to the height.
【図1】本発明に係わる実施の一形態を示すものであ
る。FIG. 1 shows an embodiment according to the present invention.
【図2】本発明に係わる実施の一形態を示すものであ
る。FIG. 2 shows an embodiment according to the present invention.
【図3】本発明に係わる実施の一形態を示すものであ
る。FIG. 3 shows an embodiment according to the present invention.
1 柵横梁支持金具 11 ベース 12 シャフト 12a、12b シャフト 121 上部シャフト 122 ねじシャフト 123 ナット 13 横梁支持具 10 縦格子柵 101 支柱 102 上部横梁 103 縦格子 104 下段横梁 DESCRIPTION OF SYMBOLS 1 Fence cross beam support bracket 11 Base 12 Shaft 12a, 12b Shaft 121 Upper shaft 122 Screw shaft 123 Nut 13 Cross beam support tool 10 Vertical lattice fence 101 Column 102 Upper cross beam 103 Vertical lattice 104 Lower cross beam
Claims (5)
さ調節手段を有するシャフトと、シャフトの上端に取り
付けられた横梁支持具とからなり、ベースが地表面に設
置され、地表面より立設された2本の支柱間に地表面と
間隔をおいて設けられた柵の横梁を、前記横梁支持具に
より支持することを特徴とする柵横梁支持金具。1. A base, a shaft erected from an upper surface of the base and having a height adjusting means, and a cross beam supporter attached to an upper end of the shaft, wherein the base is installed on the ground surface and is erected from the ground surface. A fence cross beam supporting bracket, wherein the cross beam of a fence provided between two provided pillars at a distance from the ground surface is supported by the cross beam support tool.
断面形状を有し、該略コ字の部位上に断面円形の横梁が
支持されることを特徴とする請求項1に記載の柵横梁支
持金具。2. The cross beam supporting tool according to claim 1, wherein the cross beam support has a substantially U-shaped cross-sectional shape opened upward, and the cross beam having a circular cross-section is supported on the substantially U-shaped portion. Fence cross beam support bracket.
とを特徴とする請求項1又は2に記載の柵横梁支持金
具。3. The fence cross beam support according to claim 1, wherein two or more shafts are provided.
横梁支持金具を用いて、複数の横梁を有する縦格子柵の
最下段横梁を支持することを特徴とする柵の横梁支持方
法。4. A cross beam support for a fence, wherein the lowest cross beam of a vertical lattice fence having a plurality of cross beams is supported by using the fence cross beam support bracket according to any one of claims 1 to 3. Method.
されることを特徴とする請求項1〜4のいずれか1項に
記載の柵の横梁支持方法。5. The method according to claim 1, wherein the cross beam support is installed near a center between the columns.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001167746A JP3996741B2 (en) | 2001-06-04 | 2001-06-04 | Fence transverse beam support bracket and fence transverse beam support method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001167746A JP3996741B2 (en) | 2001-06-04 | 2001-06-04 | Fence transverse beam support bracket and fence transverse beam support method |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002357024A true JP2002357024A (en) | 2002-12-13 |
JP3996741B2 JP3996741B2 (en) | 2007-10-24 |
Family
ID=19010088
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001167746A Expired - Fee Related JP3996741B2 (en) | 2001-06-04 | 2001-06-04 | Fence transverse beam support bracket and fence transverse beam support method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3996741B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015535040A (en) * | 2012-10-23 | 2015-12-07 | イーエクストリーム グローバル リミテッドEextreme Global Limited | Holding device |
JP2018123483A (en) * | 2017-01-30 | 2018-08-09 | Jfe建材株式会社 | Supporting device |
CN112267755A (en) * | 2020-10-13 | 2021-01-26 | 中建海峡建设发展有限公司 | Protection device for civil engineering |
CN113620135A (en) * | 2021-08-11 | 2021-11-09 | 安徽创安机电设备有限公司 | Doorway warning device for elevator maintenance |
CN114673403A (en) * | 2022-04-11 | 2022-06-28 | 中交二公局第三工程有限公司 | Safety isolation fence convenient to disassemble and assemble in subway construction |
-
2001
- 2001-06-04 JP JP2001167746A patent/JP3996741B2/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015535040A (en) * | 2012-10-23 | 2015-12-07 | イーエクストリーム グローバル リミテッドEextreme Global Limited | Holding device |
US9771699B2 (en) | 2012-10-23 | 2017-09-26 | Eextreme Global Limited | Retention device |
JP2018123483A (en) * | 2017-01-30 | 2018-08-09 | Jfe建材株式会社 | Supporting device |
CN112267755A (en) * | 2020-10-13 | 2021-01-26 | 中建海峡建设发展有限公司 | Protection device for civil engineering |
CN113620135A (en) * | 2021-08-11 | 2021-11-09 | 安徽创安机电设备有限公司 | Doorway warning device for elevator maintenance |
CN113620135B (en) * | 2021-08-11 | 2022-09-27 | 安徽创安机电设备有限公司 | Doorway warning device for elevator maintenance |
CN114673403A (en) * | 2022-04-11 | 2022-06-28 | 中交二公局第三工程有限公司 | Safety isolation fence convenient to disassemble and assemble in subway construction |
CN114673403B (en) * | 2022-04-11 | 2024-03-22 | 中交二公局第三工程有限公司 | Safety isolation fence convenient for disassembly and assembly in subway construction |
Also Published As
Publication number | Publication date |
---|---|
JP3996741B2 (en) | 2007-10-24 |
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