JP2000291611A - Fixing structure fixing signboard on square column and sheet metal used in the same - Google Patents

Fixing structure fixing signboard on square column and sheet metal used in the same

Info

Publication number
JP2000291611A
JP2000291611A JP11097145A JP9714599A JP2000291611A JP 2000291611 A JP2000291611 A JP 2000291611A JP 11097145 A JP11097145 A JP 11097145A JP 9714599 A JP9714599 A JP 9714599A JP 2000291611 A JP2000291611 A JP 2000291611A
Authority
JP
Japan
Prior art keywords
sheet metal
prism
square column
bolt
column
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.)
Pending
Application number
JP11097145A
Other languages
Japanese (ja)
Inventor
Asakichi Saito
朝吉 斉藤
Toshihiro Takimoto
敏博 滝本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KOKUSAKU KYOEI KK
Nippon Paper Industries Co Ltd
Jujo Paper Co Ltd
Original Assignee
KOKUSAKU KYOEI KK
Nippon Paper Industries Co Ltd
Jujo Paper Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KOKUSAKU KYOEI KK, Nippon Paper Industries Co Ltd, Jujo Paper Co Ltd filed Critical KOKUSAKU KYOEI KK
Priority to JP11097145A priority Critical patent/JP2000291611A/en
Publication of JP2000291611A publication Critical patent/JP2000291611A/en
Pending legal-status Critical Current

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Landscapes

  • Road Signs Or Road Markings (AREA)
  • Connection Of Plates (AREA)
  • Clamps And Clips (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method for fixing a fixed object provided between a square column and sheet metals by opposing two sheet metals in the front and rear of the square column so as to sandwich the square column and tightening them by a bolt from the right and left. SOLUTION: Both end parts of each sheet metal 2 (2a, 2b, 2c, 2d) are bent in the same direction at an angle of 45 degrees on the outside, bolt holes are drilled in bent parts at both ends, and four sheet metals 2 are assembled like a well curb so as to surround a square column 1 from four sides by a bolt 3 inserted into the bolt holes and are mutually tightened at four corner parts of the square column 1. A fixed object 5 provided between the square column 1 and the sheet metals 2 is fixed on the square column 1 by tightening the bolt. Two opposing sheet metals pull each other through the bolt 3 to be tightened in a tightening part in a condition in which they are tightened by the bolt 3. An interval between the sheet metals 2 adjacent in the tightening part is adjusted to correspond to the column having a diameter of a fixed scope.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、角柱に看板、標識
等を固定する際に用いる固定金具に関する発明である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing bracket used for fixing a signboard, a sign and the like to a prism.

【0002】[0002]

【従来の技術】柱に看板等を固定する場合、柱が円柱で
あれば、円柱の外周に沿って金属バンドを回すとととも
に、円柱と金属バンドとの間に、その円柱に固定しよう
とする被固定物を直接又はそれ専用の支持金具を挟み込
んで、前記金属バンドを締め付けることにより固定する
方法が広く行われている電柱のように、単独で立てられ
る柱は、殆どの場合、円柱が用いられるが、柱に横架材
を組み付けて、柱を構造材として用いる場合は、断面形
状が四辺形の角柱の方が円柱よりも、継ぎ手部分の加工
が容易なので、角柱が多く用いられる。
2. Description of the Related Art When a signboard or the like is fixed to a column, if the column is a column, the metal band is turned along the outer periphery of the column, and an attempt is made to fix the column between the column and the metal band. A pole that can be erected alone, such as a telephone pole that has been widely used as a method of fixing an object to be fixed directly or by sandwiching a support bracket dedicated to the metal band and tightening the metal band, is almost always a circular column. However, when the column is used as a structural material by assembling a horizontal member to the column, a prism having a quadrangular cross-section is easier to process the joint portion than a cylinder, so a prism is often used.

【0003】ところが、柱が角柱の場合、前記円柱の場
合に用いる方法では、金属バンドの締め付け力が角部に
のみ集中するため、長期間を経ると、柱の角部が変形し
て丸くなり、金属バンドが緩んで固定が不完全になる等
の欠点がある。また、金属バンドが角部で直角に曲げら
れるため、金属バンドの角部で大きな曲げ変形が生じ、
その部分で金属バンドが折損しやすくなるという欠点も
ある。従って、柱が角柱の場合は、通常、図3又は図4
に示す締め付け金具又は角当てが用いられる。
However, in the case where the pillar is a prism, the fastening force of the metal band concentrates only on the corner in the method used in the case of the cylinder, and the corner of the pillar deforms and becomes round after a long period of time. However, there is a disadvantage that the metal band is loosened and the fixing is incomplete. Also, since the metal band is bent at a right angle at the corner, a large bending deformation occurs at the corner of the metal band,
There is also a disadvantage that the metal band is easily broken at that portion. Therefore, when the pillar is a prism, it is usually necessary to use FIG.
The clamps or square pads shown in FIG.

【0004】[0004]

【発明が解決しようとする課題】図3の金具の場合、角
柱(以下、単に柱ともいう)を挟むように2枚の板金を
角柱の前後に対峙させ、左右からボルトで締め付けるこ
とにより、柱と板金との間に介在させた被固定物5を固
定する方法である。この方法によれば、前後の板金が平
行に締め付けられていないと固定が緩む。即ち、柱の角
部、又は被固定物5の角部にのみ押圧力が集中し、柱面
に対する押圧力が均一にならないからである。また、締
め付けにより、一見均一な押圧力で締め付けているよう
に見えても、実際には角部に押圧力が集中し、長期間を
経ると、前記集中押圧力により柱又は被固定物5の角部
が丸く変形し、板金の固定力が低下して、固定が不完全
になってくることがある。
In the case of the metal fitting shown in FIG. 3, two metal plates are opposed to each other so as to sandwich a prism (hereinafter, also simply referred to as a column), and are fastened with bolts from the left and right sides. This is a method of fixing the fixed object 5 interposed between the metal plate and the sheet metal. According to this method, the fixing is loosened if the front and rear sheet metals are not fastened in parallel. That is, the pressing force concentrates only on the corners of the column or the corners of the fixed object 5, and the pressing force on the column surface is not uniform. In addition, even though it seems that the screw is tightened with a uniform pressing force at first glance, the pressing force is actually concentrated on the corners, and after a long period of time, the concentrated pressing force causes the column or the object 5 to be fixed. The corners may be rounded and the fixing force of the sheet metal may be reduced, resulting in incomplete fixing.

【0005】また、ボルトの締め付け力を大きくし過ぎ
ると、板金が柱面に当接している部分が湾曲し、柱面と
の間に隙間が生じる結果、角部にのみ押圧力が集中し、
やはり前記と同様に固定が不完全になってくることがあ
る。板バネの押圧力を均等にするためには、左右のボル
トを交互に少しずつし締め付けながら、左右のボルトの
締め付け力を等しくしなければならないが、その締め付
け加減は経験と勘に頼らざるを得ず、しかも、看板の取
り付け等の作業は、多くの場合、高所作業なので、経験
を積んだ者でないと、作業能率が上がらないという問題
点がある。
If the tightening force of the bolt is too large, the portion where the sheet metal is in contact with the column surface is curved, and a gap is formed between the plate and the column surface. As a result, the pressing force is concentrated only at the corners,
Again, the fixation may be incomplete as before. In order to equalize the pressing force of the leaf spring, the left and right bolts must be tightened alternately little by little and the left and right bolts must have the same tightening force.However, the degree of tightening depends on experience and intuition In addition, the work of attaching a signboard or the like is often performed at a high place, so that there is a problem that the work efficiency cannot be improved unless a person who has experience is used.

【0006】一方、図4の方式は、外側が湾曲した角当
てを角部に当てて、その外側から金属バンドで締め付け
る方法であるが、角当て6をある程度の力で締め付ける
までの間、4個の角当て6が落下しないように、支えて
いなければならないので、太い角柱の場合、一人での作
業が困難であるという欠点がある。
[0006] On the other hand, the method shown in FIG. 4 is a method in which a corner pad having a curved outer side is applied to a corner portion and tightened with a metal band from the outside. Since it is necessary to support each of the square pads 6 so as not to fall, there is a disadvantage that it is difficult to work alone by using a thick prism.

【0007】[0007]

【課題を解決するための手段】本発明は、上記問題点を
解決しようとするものである。本発明を実施例の図面に
基づいて説明する。図1は、本発明に係る実施例の固定
金具の説明図である。図上、1は角柱、2(2a,2
b,2c,2d)は締め付け用の板金で、それぞれの板
金2は一枚づつが角柱1の4面に当接している。3はボ
ルトである。5は被固定物で、例えば、看板を支える腕
木である。腕木5の先端部分は、L字型に折り曲げら
れ、L字型に折り曲げられた先端部分が角柱1と金具2
との間に差し込まれている。
SUMMARY OF THE INVENTION The present invention is to solve the above-mentioned problems. The present invention will be described with reference to the drawings of the embodiments. FIG. 1 is an explanatory diagram of a fixture according to an embodiment of the present invention. In the figure, 1 is a prism, 2 (2a, 2
b, 2c, 2d) are fastening metal plates, and each of the metal plates 2 is in contact with four surfaces of the prism 1 one by one. 3 is a bolt. Reference numeral 5 denotes an object to be fixed, for example, a brace supporting a signboard. The tip of the arm 5 is bent into an L-shape, and the tip bent into the L-shape is a prism 1 and a metal fitting 2.
Is inserted between.

【0008】各々の板金2(2a,2ab,2c,2
d)は、両端部が同方向、例えば外側に45度の角度で
折り曲げられ、両端の折り曲げられた部分(以下、屈曲
部分という)にはボルト穴があけられており、該ボルト
穴に通されたボルト3によって、4枚の板金2は、角柱
1を4方から囲うように井桁状に組まれ、角柱1の4角
部で相互に締め付けられており、上記ボルトを締め付け
ることにより角柱1と板金2との間に介在させた被固定
物5が角柱1に固定されている。ボルト3で締め付けら
れた状態において、相対する2枚の板金は、締め付け部
分において、それぞれ、それらを締め付けるボルト3を
介して互いに引っ張り合っている。その状態を模式的に
示せば、図2のとおりである。
Each sheet metal 2 (2a, 2ab, 2c, 2
In d), both ends are bent in the same direction, for example, at an angle of 45 degrees outward, and a bent portion (hereinafter referred to as a bent portion) at both ends is provided with a bolt hole, and is passed through the bolt hole. The four sheet metal members 2 are assembled in a girder-shape so as to surround the prism 1 from four sides by the bolts 3, and are mutually fastened at the four corners of the prism 1. A fixed object 5 interposed between the sheet metal 2 is fixed to the prism 1. In the state of being fastened by the bolts 3, the two opposing sheet metals are mutually pulled at the fastening portions via the bolts 3 for fastening them. FIG. 2 schematically shows the state.

【0009】図2において、例えば、隣接する板金2a
と2bの締め付け部分において、板金2aに作用する力
F2aと板金2bに作用する力F2bとは互いに方向が
反対で、力の大きさは等しい。他の板金2どうしの屈曲
部分においても、ボルト3で締め付けられている板金2
に作用する力は、互いに方向が反対で、力の大きさは等
しい。また、それら板金2に作用する力を点線で示す柱
面に平行な分力に分ければ、分力のベクトル総和はゼロ
であり、角柱1の4面にはほぼ同一の大きさの押圧力が
作用している。上記のように、各板金2の屈曲部分に作
用する力の絶対値がほぼ同一となるようにすれば、柱1
は4方から4枚の板金2によりほぼ同一の押圧力で締め
付けられるので、被固定物5が柱面に強固に固定され
る。
In FIG. 2, for example, an adjacent sheet metal 2a
And 2b, the direction of the force F2a acting on the sheet metal 2a and the direction of the force F2b acting on the sheet metal 2b are opposite to each other, and the magnitudes of the forces are equal. The sheet metal 2 tightened with the bolt 3 even at the bent portion of the other sheet metal 2
Are opposite in direction to each other and have the same magnitude. If the forces acting on the sheet metal 2 are divided into component forces parallel to the column surface indicated by the dotted line, the vector sum of the component forces is zero, and the four surfaces of the prism 1 have pressing forces of almost the same magnitude. Working. As described above, if the absolute value of the force acting on the bent portion of each sheet metal 2 is made substantially the same,
Are fastened with substantially the same pressing force by the four sheet metals 2, so that the fixed object 5 is firmly fixed to the column surface.

【0010】但し、すべての分力の大きさの絶対値は必
ずしもほぼ同一となる訳ではない。柱1と被固定物5で
形成される横断面の中心Oを通るX−X’及びY−Y’
に対して、4枚の各板金2が対称となる位置にあれば、
すべての分力の大きさの絶対値がほぼ同一となり、4本
のボルト3に作用する引っ張り力、即ち各板金2の屈曲
部分に作用する力の絶対値も同一となる。被固定物5の
厚みは、通常、柱1の径に比べて十分に小さいので、通
常は各板金2を角柱1の中心に対して対称となるように
締め付ければよい。即ち、4枚の板金2の中央部が、柱
面の中央に位置するように板金2を締め付ければよいこ
とになる。
However, the absolute values of the magnitudes of all the component forces are not always substantially the same. XX ′ and YY ′ passing through the center O of the cross section formed by the column 1 and the object 5
On the other hand, if the four sheet metals 2 are located at symmetrical positions,
The absolute values of the magnitudes of all the component forces are substantially the same, and the tensile forces acting on the four bolts 3, that is, the absolute values of the forces acting on the bent portions of each sheet metal 2 also become the same. Since the thickness of the fixed object 5 is usually sufficiently smaller than the diameter of the column 1, it is usually sufficient to tighten each sheet metal 2 symmetrically with respect to the center of the prism 1. That is, the sheet metal 2 may be tightened so that the center of the four sheet metals 2 is located at the center of the pillar surface.

【0011】[0011]

【発明の実施の形態】上記に述べたように、本発明にお
いては、4枚の板金2で、角柱1の4面をほぼ同一の押
圧力で締め付けることを特徴とする。そして、各板金2
の長さ中央部が柱面のほぼ中央部に当接していれば、角
柱1の4面をほぼ等しい押圧力で押圧することになる。
柱1の4面をほぼ等しい押圧力で押圧しても、それぞれ
の柱面において、押圧力が角部に集中する等の偏りがあ
ると、板金2による締め付けが緩む恐れがあるから、柱
面に対して押圧力がほぼ均等にならなければならない。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As described above, the present invention is characterized in that four sheet metals 2 are used to tighten four surfaces of a prism 1 with substantially the same pressing force. And each sheet metal 2
If the central part of the length is in contact with the substantially central part of the column surface, the four surfaces of the prism 1 will be pressed with substantially the same pressing force.
Even if the four surfaces of the column 1 are pressed with substantially the same pressing force, if the pressing force is concentrated on the corners or the like on each column surface, the fastening by the sheet metal 2 may be loosened. , The pressing force must be substantially uniform.

【0012】そのためには、板金2の曲げ剛性と形状に
ついて、以下の点に配慮しなければならない。板金2の
屈曲部分をボルト3でもって所定の力で締め付けたとき
に、折り曲げ角部で容易に曲げ変形するようでは、十分
に締め付けることができないから、板金2の曲げ剛性
は、板金2を締め付ける所定の締め付け力に対して十分
な剛性を持っていなければならない。しかしながら、所
定の締め付け力を加えても、全く又は殆ど曲げ変形を起
こさない程曲げ剛性が高いものは、過剰性能であるばか
りでなく、重量も重くなり、看板や標識設置作業のよう
な高所作業では、作業能率が低下する。
For this purpose, the following points must be taken into consideration regarding the bending rigidity and shape of the sheet metal 2. When the bent portion of the sheet metal 2 is tightened with the bolt 3 with a predetermined force, the sheet metal 2 cannot be sufficiently tightened if it is easily bent and deformed at a bending corner. It must have sufficient rigidity for a given tightening force. However, if the bending rigidity is high enough to cause no or almost no bending deformation even when a predetermined tightening force is applied, not only excessive performance, but also heavy weight is required, and high places such as signboards and sign installation work are required. In work, work efficiency is reduced.

【0013】従って、板金2は、所定の締め付け力に対
して、僅かに曲げ変形を起こす材料を選択することが望
ましい。そのような材料の板金を用いた場合、折り曲げ
角部で曲げ変形が起こると、当然、板金2の中央部にお
いても凹型に湾曲するから、図2のように、予め板金2
が柱面に当接する中央部分を僅かに凹型に湾曲させてお
くことが望ましい。このように、板金中央部を柱面に対
して僅かに凹型に湾曲しておくと、板金2の両端部をボ
ルト3で締め付けたときに、湾曲していた板金2が真っ
直ぐになり、板金面が柱面に対して均一に接するように
なり、押圧力がほぼ均等になる。板金2をどの程度湾曲
させるかについては、実用に用いる板金2と同じももの
で実験してみればすぐに決定できる。板金2の断面形状
は、図1の場合は、肉厚の中空構造としているが、平板
の板金又は他の断面形状の板金でもよい。
Therefore, it is desirable that the sheet metal 2 be made of a material that causes a slight bending deformation under a predetermined tightening force. When a sheet metal of such a material is used, if bending deformation occurs at a bending corner, the sheet metal 2 naturally also has a concave shape at the center of the sheet metal 2. Therefore, as shown in FIG.
It is desirable that the central portion of the rim contacting the column surface be slightly concavely curved. When the central portion of the sheet metal is slightly concavely curved with respect to the pillar surface as described above, the curved sheet metal 2 becomes straight when both ends of the sheet metal 2 are tightened with the bolts 3, and the sheet metal surface is bent. Comes into contact with the column surface uniformly, and the pressing force becomes almost uniform. The degree to which the sheet metal 2 is bent can be determined immediately by experimenting with the same sheet metal 2 used for practical use. The cross-sectional shape of the sheet metal 2 is a thick hollow structure in the case of FIG. 1, but may be a flat sheet metal or a sheet metal of another cross-sectional shape.

【0014】4枚の板金の寸法を同一とし、板金2の折
り曲げ角度を約45度に設定しておくと、図2に示すも
のよりも角柱1の径が小さい柱の場合でも、締め付けの
前後において、相隣接する板金2どうしの間隔は、径の
大きな角柱の場合は大きく、径の小さな角柱の場合は小
さくなるが、互いにほぼ平行であることに変わりないの
で、角柱1の径が多少変化しても、ボルト3による締め
付けに支障が生じることはない。但し、上述の事柄は、
板金2が、所定の締め付け力を加えても全く又は殆ど曲
げ変形を起こさないほど剛性が大きい場合に通用する事
柄であるから、前述のように、板金2を予め湾曲させて
おく場合は、湾曲させた分だけ折り曲げ角度を大きくし
ておく必要がある。
If the dimensions of the four metal plates are the same and the bending angle of the metal plate 2 is set to about 45 degrees, even if the prism 1 has a smaller diameter than that shown in FIG. In the above, the interval between the adjacent sheet metals 2 is large in the case of a large-diameter prism, and small in the case of a small-diameter prism. However, since they remain almost parallel to each other, the diameter of the prism 1 slightly changes. Even if it does, there is no problem in fastening by the bolt 3. However,
Since the sheet metal 2 has high rigidity so as not to cause any or almost no bending deformation even when a predetermined tightening force is applied, as described above, if the sheet metal 2 is previously curved, It is necessary to increase the bending angle by the amount of the bending.

【0015】次に、本発明の締め付け板金2により、被
固定物5を角柱1に固定する手順を述べる。まず、4枚
の板金の寸法を同一とし、4枚の板金2のうち、隣接す
る3枚を3個のボルトで「コ」の字型に連結し、角柱1
の周りに巻き付ける。次に、4番目のボルトをの穴に通
し、4枚の板金を井桁状に組むとともに、板金2と角柱
1の間に被固定物5を挿入し、板金2及び被固定物5が
落下しない程度にボルト3をナットで軽く締め付ける。
板金2及び被固定物5が角柱1に仮固定されたら、板金
2aに注目し、板金2aの屈曲部分と板金2bの屈曲部
分の間隔が、板金2aの屈曲部分と板金2dの屈曲部分
の間隔とほぼ等しくるようにボルト3を締め付ける。
Next, a procedure for fixing the object 5 to the prism 1 with the fastening metal plate 2 of the present invention will be described. First, the dimensions of the four sheet metals are made the same, and of the four sheet metals 2, three adjacent ones are connected in a “U” shape with three bolts, and a prism 1 is formed.
And wrap it around. Next, the fourth bolt is passed through the hole, the four sheet metals are assembled in a cross-girder shape, and the fixed object 5 is inserted between the sheet metal 2 and the prism 1 so that the sheet metal 2 and the fixed object 5 do not drop. Lightly tighten bolt 3 with a nut.
When the sheet metal 2 and the object 5 are temporarily fixed to the prism 1, attention is paid to the sheet metal 2a, and the interval between the bent portion of the sheet metal 2a and the bent portion of the sheet metal 2b is equal to the interval between the bent portion of the sheet metal 2a and the bent portion of the sheet metal 2d. Tighten the bolt 3 so that it is almost equal to

【0016】続いて、板金2cに着目し、板金2cと板
金2bの屈曲部分どうし間隔が、板金2cと板金2dの
屈曲部分との間隔とほぼ等しくるようにボルト3を締め
付ける。さらに、4角部における板金2の屈曲部分どう
しの間隔がほぼ同一になるように、4個のボルトの締め
付けを調整する。この場合、被固定物5の厚みに相当す
る分だけ、板2aと板金2b及び2dの間隔が、板金2
cと板金2b及び2dの間隔よりも大きくするが、被固
定物5の厚みが角柱1の径に比べて十分に小さければ、
前記の差は無視できる。被固定物5の厚みが、例えば柱
の径の1/4以上で柱の径に比べて無視できないほど大
きい場合は、井桁形状に組んだときに、井桁が長方形と
なるように、相対峙する板金を同一寸法とし、相隣り合
う板金の寸法を変えたものを用いてもよい。
Next, paying attention to the metal plate 2c, the bolt 3 is tightened so that the interval between the bent portions of the metal plate 2c and the metal plate 2b is substantially equal to the interval between the bent portions of the metal plate 2c and the metal plate 2d. Further, the tightening of the four bolts is adjusted so that the intervals between the bent portions of the sheet metal 2 at the four corners are substantially the same. In this case, the distance between the plate 2a and the metal plates 2b and 2d is equal to the thickness of the fixed object 5, and
c and the distance between the metal plates 2b and 2d, but if the thickness of the fixed object 5 is sufficiently smaller than the diameter of the prism 1,
The difference is negligible. When the thickness of the fixed object 5 is, for example, 1/4 or more of the diameter of the column and is not negligible compared to the diameter of the column, when assembled in a cross-girder shape, they face each other so that the cross-girder becomes rectangular. The sheet metal may have the same dimensions and the dimensions of adjacent sheet metals may be changed.

【0017】予め僅かに湾曲させておいた板金を用いる
場合は、4枚の板金2が柱面に密接するように締め付け
ればよい。即ち、角柱1の角部において、板金2が角柱
に当接されていれば、板金2のバネ効果により、柱面の
中央部にも板金2の押圧力がかかっているはずである。
但し、過度に締め付けると、板金2が反対方向に湾曲
し、角部にのみ押圧力が集中し、柱面中央部に押圧力が
かからないから注意を要する。過度に締め付けると、角
部における板金2の屈曲部分どうしの平行関係がくずれ
るから、角部の状態を見ればすぐに分かる。また、締め
付け力が不足する場合も、同様に、角部における板金2
の屈曲部分どうしの平行関係がくずれるから、角部に注
意すれば、ボルト3の締め付け不足、締め付け過剰を防
止できると同時に、柱面に対して、ほぼ均一な押圧力で
板金2を当接できる。
When using a sheet metal that has been slightly curved in advance, it is sufficient to tighten the four sheet metals 2 so as to be in close contact with the pillar surfaces. That is, if the sheet metal 2 is in contact with the prism at the corner of the prism 1, the pressing force of the sheet metal 2 should be applied to the center of the column surface by the spring effect of the sheet metal 2.
However, care must be taken when the sheet metal 2 is bent in the opposite direction when excessively tightened, and the pressing force is concentrated only on the corners and the pressing force is not applied to the center of the column surface. Excessive tightening breaks the parallel relationship between the bent portions of the sheet metal 2 at the corners, so that it is immediately apparent from the state of the corners. Similarly, when the tightening force is insufficient, the sheet metal
Since the parallel relationship between the bent portions is lost, attention to the corners can prevent insufficient tightening and excessive tightening of the bolts 3 and, at the same time, allow the sheet metal 2 to abut against the column surface with substantially uniform pressing force. .

【0018】上述の通り、板金2を予め僅かに湾曲させ
ておくのは、板金2のバネ効果を利用するものであるか
ら、板金材料は、当然バネ効果のあるものを用い、湾曲
状態から直線状態までの変形が、その板金2の弾性限界
内となるように設定しておく。そのようにしておかない
と、永久歪みを生じ、柱面に対して均一な押圧力を期待
できない。なお、板金2の締め付けは、ボルト・ナット
に限らず、蝶ネジ等の他のネジ手段でもよいことは言う
までもない。
As described above, since the sheet metal 2 is slightly curved in advance by utilizing the spring effect of the sheet metal 2, a sheet metal material having a spring effect is naturally used, and the sheet metal is straightened from the curved state. The deformation up to the state is set so as to be within the elastic limit of the sheet metal 2. If this is not done, permanent deformation occurs, and uniform pressing force cannot be expected on the pillar surface. Needless to say, the fastening of the sheet metal 2 is not limited to bolts and nuts, but may be other screw means such as thumb screws.

【0019】[0019]

【発明の効果】締め付け部分で隣接する板金2どうしの
間隔を調整することにより、一定範囲の径の柱に対応で
きる。ボルト3により一体となった板金2で柱を4周面
から押圧するので、板金2が柱に強固に固定でき、従っ
て、看板支持金具等の被固定物5も角柱1に強固に固定
できる。更に、看板取り付け等の高所での作業を一人で
できる。
By adjusting the interval between the adjacent sheet metals 2 at the tightening portion, it is possible to cope with a column having a certain diameter. Since the pillars are pressed from four peripheral surfaces by the sheet metal 2 integrated by the bolts 3, the sheet metal 2 can be firmly fixed to the pillars, and therefore, the fixed object 5 such as a signboard support bracket can also be firmly fixed to the prism 1. Furthermore, work at high places, such as mounting a signboard, can be performed alone.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の金具によりる角柱への被固定物の取
り付け説明図。
FIG. 1 is an explanatory view for attaching an object to be fixed to a prism using the metal fitting of the present invention.

【図2】 本発明の金具によりる角柱への被固定物の取
り付け説明図。
FIG. 2 is an explanatory view for attaching a fixed object to a prism using the metal fitting of the present invention.

【図3】 従来技術の説明図。FIG. 3 is an explanatory diagram of a conventional technique.

【図4】 従来技術の説明図。FIG. 4 is an explanatory diagram of a conventional technique.

【符号の説明】[Explanation of symbols]

1 角柱 2a 板金 2b 板金 2c 板金 2d 板金 3 ボルト 5 被固定物 6 角当て Reference Signs List 1 prism 2a sheet metal 2b sheet metal 2c sheet metal 2d sheet metal 3 bolt 5 fixed object 6 square contact

───────────────────────────────────────────────────── フロントページの続き (72)発明者 滝本 敏博 北海道旭川市パルプ町1条3丁目505番地 の1 国策共栄株式会社内 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Toshihiro Takimoto 1-3-1505, Pulp-cho, Asahikawa-shi, Hokkaido

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】角柱(1)に看板、標識等の被固定物
(5)を固定する固定構造であって、両端部が同じ方向
に約45度の角度で折れ曲がっている4枚の板金(2
a)、(2b)、(2c)、(2d)と4個のボルト
(3)とからなり、前記4枚の板金の折れ曲がり両端部
にはボルト穴があけられており、該ボルト穴にボルト
(3)が通されて、角柱を4方から囲うように4枚の板
金が井桁状に組まれ、上記ボルトを締め付けることによ
り角柱(1)と板金との間に介在させた被固定物(5)
を角柱(1)に固定する固定構造。
1. A fixing structure for fixing an object (5) such as a signboard, a sign, etc. to a prism (1), wherein four sheet metal members whose both ends are bent at an angle of about 45 degrees in the same direction. 2
a), (2b), (2c), and (2d), and four bolts (3), wherein the four sheet metals are bent at both ends, and a bolt hole is formed at each end. (3) is passed through, and four sheet metal members are assembled in a cross-girder shape so as to surround the prism from four sides, and the above-mentioned bolts are tightened to fix the fixed object (1) interposed between the prism (1) and the sheet metal ( 5)
Fixing structure to fix the prism to the prism (1).
【請求項2】請求項1に記載の板金であって、角柱
(1)の柱面に当接する部分が僅かに凹型に湾曲してい
ることを特徴とする板金。
2. The sheet metal according to claim 1, wherein a portion of the prism (1) in contact with the column surface is slightly concavely curved.
JP11097145A 1999-04-05 1999-04-05 Fixing structure fixing signboard on square column and sheet metal used in the same Pending JP2000291611A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11097145A JP2000291611A (en) 1999-04-05 1999-04-05 Fixing structure fixing signboard on square column and sheet metal used in the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11097145A JP2000291611A (en) 1999-04-05 1999-04-05 Fixing structure fixing signboard on square column and sheet metal used in the same

Publications (1)

Publication Number Publication Date
JP2000291611A true JP2000291611A (en) 2000-10-20

Family

ID=14184417

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11097145A Pending JP2000291611A (en) 1999-04-05 1999-04-05 Fixing structure fixing signboard on square column and sheet metal used in the same

Country Status (1)

Country Link
JP (1) JP2000291611A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013236087A (en) * 2012-04-19 2013-11-21 Applied Materials Israel Ltd Defect classification using topographical attributes
CN109345951A (en) * 2018-10-30 2019-02-15 国网山东省电力公司巨野县供电公司 A kind of pole teg suspension arrangement
CN113838364A (en) * 2021-09-28 2021-12-24 国网山东省电力公司潍坊供电公司 Electric power equipment signboard and operation method thereof
KR102587629B1 (en) * 2023-04-28 2023-10-11 빌트조명(주) Detachable floodlight holder for column installation

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013236087A (en) * 2012-04-19 2013-11-21 Applied Materials Israel Ltd Defect classification using topographical attributes
CN109345951A (en) * 2018-10-30 2019-02-15 国网山东省电力公司巨野县供电公司 A kind of pole teg suspension arrangement
CN113838364A (en) * 2021-09-28 2021-12-24 国网山东省电力公司潍坊供电公司 Electric power equipment signboard and operation method thereof
KR102587629B1 (en) * 2023-04-28 2023-10-11 빌트조명(주) Detachable floodlight holder for column installation

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