JPH0510000A - Structure of the panel to which hot-dip zinc plating is applied - Google Patents
Structure of the panel to which hot-dip zinc plating is appliedInfo
- Publication number
- JPH0510000A JPH0510000A JP25827191A JP25827191A JPH0510000A JP H0510000 A JPH0510000 A JP H0510000A JP 25827191 A JP25827191 A JP 25827191A JP 25827191 A JP25827191 A JP 25827191A JP H0510000 A JPH0510000 A JP H0510000A
- Authority
- JP
- Japan
- Prior art keywords
- panel
- steel plate
- plate
- flat plate
- thickness
- 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
Links
Landscapes
- Panels For Use In Building Construction (AREA)
- Coating With Molten Metal (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、シワやそり等の変形を
起こすことなく溶融亜鉛メッキを施すことが可能な、矩
形の鋼板に補強用の部材を固着する形式のパネルの構造
に関する。該パネルはそれ自体で十分な強度を有し建造
物の床板や屋根板として有用である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a panel in which a reinforcing member is fixed to a rectangular steel plate which can be subjected to hot dip galvanizing without causing deformation such as wrinkles and warpage. The panel has a sufficient strength by itself and is useful as a floorboard or a roofboard of a building.
【0002】[0002]
【従来の技術】矩形の鋼板に、補強用の部材を固着する
形式の鋼製パネルを製作する場合、井桁状に組み合わせ
た補強用の部材と鋼板を固着することによって綱板を細
かい矩形に分割しその全周を拘束する構造が従来常識的
に取られてきた。2. Description of the Related Art When manufacturing a steel panel of a type in which a reinforcing member is fixed to a rectangular steel plate, the steel plate is divided into fine rectangles by fixing the reinforcing member and the steel plate combined in a cross beam shape. Conventionally, the structure that restrains the entire circumference has been taken in common sense.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、係る構
造のパネルを常温から440〜450℃の溶融亜鉛に急
速に浸漬した後、温水に浸漬するという急加熱、急冷却
を伴う溶融亜鉛メッキを施すとシワやそり等の変形が発
生し、修正に多大の手間を要するのみならず、変形が大
きい場合は廃却せざるを得ない場合もある。また急加
熱、急冷却を避ける為に、該パネルを予熱したり徐冷し
たりすると工程が増したり処理時間が長くなるという問
題点が生じ工業的に利用し難い。更に補強用の部材と鋼
板を別々にメッキし、後で締結する方法も有るが、工程
が増して好ましくない。However, when a panel having such a structure is rapidly dipped in molten zinc at a temperature of 440 to 450 ° C. from room temperature, it is dipped in hot water and subjected to hot dip galvanizing accompanied by rapid heating and quenching. Deformation such as wrinkles and warpage occurs, and not only a great deal of labor is required for correction, but also when the deformation is large, it may be unavoidable to discard it. Further, if the panel is preheated or gradually cooled in order to avoid rapid heating and rapid cooling, there are problems in that the number of steps is increased and the processing time is increased, which makes industrial use difficult. There is also a method of separately plating a reinforcing member and a steel plate and fastening them later, but this is not preferable because the number of steps increases.
【0004】本発明は前述した特別な工程を行わなくて
も、シワやそり等の変形が発生しない溶融亜鉛メッキを
施すパネルの構造を得ることを目的とするものである。
以下上記構造のパネルに溶融亜鉛メッキを施した例を示
す。以下本明細書における溶融亜鉛メッキの条件は、溶
融亜鉛温度は442〜450℃。冷却用温水の温度50
〜80℃の範囲で行っている。It is an object of the present invention to obtain a structure of a hot-dip galvanized panel which does not cause deformation such as wrinkles and warpage without the above-mentioned special process.
An example of hot dip galvanizing the panel having the above structure will be shown below. The hot dip galvanizing conditions in the present specification are as follows: hot dip galvanizing temperature is 442 to 450 ° C. Temperature of hot water for cooling 50
It is performed in the range of -80 ° C.
【0005】図1に通常考えられる構造のパネルを示
す。一部切り欠いて示す平板1は1つの長辺と2つの短
辺の縁を折り曲げた外寸1219mm×3620mm、
厚さ3.2mmの縞鋼板であり、平板1の両端長手方向
に配される補強材2及びこれを連結する補強材3はみぞ
形綱(JISG3192)でサイズは125mm×65
mm×6mmであり、100mmピッチで平板1と断続
溶接付されている。補強材4は等辺山形綱(JISG3
192)でサイズは50mm×50mm×4mmであ
り、同じく100mmピッチで平板1と断続溶接付され
ている。係るパネルに急加熱、急冷却が加わる溶融亜鉛
メッキを施した結果、平板1に波状のシワが発生すると
共に、補強材2が平板1の反対側に凸状にそりが生じ、
平板1を上にして定盤上で測定した所、接地点に対して
最大30mmの浮上りが生じ、廃却せざるを得なかっ
た。FIG. 1 shows a panel of the structure normally considered. The flat plate 1 shown by cutting out a part has an outer dimension of 1219 mm × 3620 mm in which the edges of one long side and two short sides are bent,
It is a striped steel plate with a thickness of 3.2 mm, and the reinforcing material 2 arranged in the longitudinal direction of both ends of the flat plate 1 and the reinforcing material 3 connecting them are groove-shaped ropes (JISG3192) and the size is 125 mm × 65.
It is mm × 6 mm, and is intermittently welded to the flat plate 1 at a pitch of 100 mm. Reinforcing material 4 is equilateral Yamagata rope (JISG3
192), the size is 50 mm × 50 mm × 4 mm, and the flat plate 1 is also intermittently welded at a pitch of 100 mm. As a result of applying hot dip galvanizing to the panel to which rapid heating and rapid cooling are applied, wavy wrinkles are generated in the flat plate 1 and the reinforcing material 2 is warped in a convex shape on the opposite side of the flat plate 1.
When the flat plate 1 was placed on top and measured on a surface plate, a maximum lift of 30 mm occurred with respect to the grounding point, and it was unavoidable to discard it.
【0006】図2に同じく通常考えられる構造のパネル
を示す。一部切り欠いて示す平板5は両長辺の縁を折り
曲げた外寸720mm×5400mm、厚さ3.2mm
の縞鋼板であり、平板5の両端長手方向に配される補強
材6及び両端短辺方向に配される補強材7はみぞ型鋼1
25mm×65mm×6mm(JISG3192)であ
り、平板5と300mmのピッチで断続溶接されてい
る。補強材6を連結する補強材8は等辺山形綱(JIS
G3192)でサイズは50mm×50mm×4mmで
100mmのピッチで平板5と断続溶接されている。係
るパネルに溶融亜鉛メッキを施した所、平板5に波状の
シワが発生すると共に、補強材6が平板5の反対側に凸
にそりが生じ、定盤上で測定した所、接地点に対して最
大70mmの浮上がりが生じ、廃却せざるを得なかっ
た。FIG. 2 shows a panel of a structure which is also usually considered. The flat plate 5 shown with a part cut away has an outer dimension of 720 mm × 5400 mm with the edges of both long sides bent, and a thickness of 3.2 mm.
Which is a striped steel plate, and the reinforcing material 6 arranged in the longitudinal direction of both ends of the flat plate 5 and the reinforcing material 7 arranged in the short side direction of both ends of the flat plate 5 are groove type steels 1.
It is 25 mm × 65 mm × 6 mm (JISG3192) and is intermittently welded to the flat plate 5 at a pitch of 300 mm. The reinforcing member 8 connecting the reinforcing members 6 is an equilateral Yamagata rope (JIS
G3192), the size is 50 mm × 50 mm × 4 mm, and the plate 5 is intermittently welded at a pitch of 100 mm. When hot dip galvanizing was applied to such a panel, wavy wrinkles were generated on the flat plate 5, and the reinforcing material 6 had a convex warpage on the opposite side of the flat plate 5. When measured on the surface plate, the ground point As a result, a maximum of 70 mm was lifted, and it had to be discarded.
【0007】[0007]
【課題を解決する為の手段】前記目的を達成するため
に、本発明のパネルでは、矩形の鋼製平板の片面上に1
本のみ又は平行に複数本の補強材を分離して配し、該鋼
製平板と該補強部材とが線接触となる様に当接した後線
状または点状で固着すると共に、該鋼製平板の肉厚に対
して該補強部材の肉厚を70〜140%とした構造にす
ることによって、溶融亜鉛メッキによるシワ、そり等の
変形を防止するものである。In order to achieve the above object, in the panel of the present invention, 1 is formed on one side of a rectangular steel flat plate.
A plurality of reinforcing members are arranged separately only in parallel or in parallel, and the steel flat plate and the reinforcing member are abutted so as to be in line contact, and then fixed in a linear or dot shape, and made of the steel. By making the thickness of the reinforcing member 70 to 140% of the thickness of the flat plate, deformation such as wrinkles and warpage due to hot dip galvanization is prevented.
【0008】[0008]
【作用】本発明に係るパネルは平板に平行に補強部材を
配しているため、平板は井桁状に分割されておらず2辺
のみで拘束されると言う特異な構造であり、また平板と
補強材の肉厚差が少なく、かつ平板と補強材は線状に当
接していて熱容量の偏差が少ない。係るパネルに溶融亜
鉛メッキを施すと、前記補強材と鋼製平板は肉厚差が少
なく更にその当接部は線接触であるためパネル各部にお
ける熱容量差が少なく、従って熱膨張速度の差が生じに
くい。更に該補強材に直角な方向は該鋼製平板のみで連
結されており低剛性である。従って熱膨張による変形の
拘束力が弱く鋼材に大きい応力が生じない。以上の理由
によってしわやそりを生じない。In the panel according to the present invention, since the reinforcing member is arranged in parallel with the flat plate, the flat plate is not divided into a cross beam shape, and has a peculiar structure in which it is restrained by only two sides. The difference in wall thickness of the reinforcing material is small, and the flat plate and the reinforcing material are in linear contact with each other, and the deviation of the heat capacity is small. When such a panel is subjected to hot dip galvanization, the reinforcing material and the steel flat plate have a small thickness difference, and since the abutting portion is a line contact, the difference in heat capacity between the respective parts of the panel is small, so that a difference in thermal expansion rate occurs. Hateful. Furthermore, the direction perpendicular to the reinforcing member is connected only by the steel flat plate and has low rigidity. Therefore, the restraining force of deformation due to thermal expansion is weak, and large stress does not occur in the steel material. Wrinkles and warpage do not occur for the above reasons.
【0009】[0009]
【実施例】図3に本発明に係る構造のパネルの例を示
す。一部切り欠いて示す平板9は1つの長辺と2つの短
辺の縁を折り曲げた外寸1200mm×3620mm、
厚さ3.2mmの縞鋼板である。平板9の長手方向に平
行に配される2個の補強材10は鋼板の約140%の板
厚である厚さ4.5mmの鋼板を曲げたもので高さ15
0mm巾75mmであり、2個の補強材11は厚さ3.
2mmの綱板を曲げたもので高さ150mm巾100m
mであり、各補強材は平板9と300mmピッチで断続
溶接されている。各補強材に等間隔で4ケ所取り付けら
れるリブ12は厚さ3.2mmの鋼板である。かかるパ
ネルに溶融亜鉛メッキを施した結果、しわやそりが発生
すること無く、溶融亜鉛メッキ前の形状を保つことが可
能であった。EXAMPLE FIG. 3 shows an example of a panel having a structure according to the present invention. The flat plate 9 shown with a part cut away has an outer dimension of 1200 mm × 3620 mm in which the edges of one long side and two short sides are bent.
It is a striped steel plate having a thickness of 3.2 mm. The two reinforcing members 10 arranged in parallel to the longitudinal direction of the flat plate 9 are obtained by bending a steel plate having a thickness of 4.5 mm, which is approximately 140% of the thickness of the steel plate, and having a height of 15 mm.
The width is 0 mm and the width is 75 mm, and the two reinforcing members 11 have a thickness of 3.
Bending a 2 mm rope plate, height 150 mm, width 100 m
m, and each reinforcing material is intermittently welded to the flat plate 9 at a pitch of 300 mm. The ribs 12 attached to each reinforcing member at four positions at equal intervals are steel plates having a thickness of 3.2 mm. As a result of performing hot dip galvanizing on such a panel, it was possible to maintain the shape before hot dip galvanizing without generating wrinkles or warpage.
【0010】図4に同じく本発明に係るパネルの例を示
す。一部切り欠いて示す平板13は外寸1170mm×
2423mm厚さ3.2mmの縞鋼板であり、1つの短
辺と2つの長辺の縁を折り曲げている。短辺方向に6本
配されている補強材14は厚さ3.2mmの鋼板を折り
曲げたものであって高さ150mm、巾50mmであ
り、平板13と68mmピッチで断続溶接されている。
また補強材1本当り等間隔で3枚付けられているリブ1
5は厚さ3.2mmの鋼板である。係るパネルを溶融亜
鉛メッキした結果、シワやそりが発生することなく、メ
ッキ前の形状を保ことが可能であった。FIG. 4 also shows an example of the panel according to the present invention. The flat plate 13 shown with a part cut away has an outer dimension of 1170 mm
The striped steel plate has a thickness of 2423 mm and a thickness of 3.2 mm, and the edges of one short side and two long sides are bent. The reinforcing members 14 arranged in the direction of the short side are formed by bending a steel plate having a thickness of 3.2 mm, have a height of 150 mm and a width of 50 mm, and are intermittently welded to the flat plate 13 at a pitch of 68 mm.
Also, three ribs 1 are attached at equal intervals per reinforcing material.
5 is a steel plate having a thickness of 3.2 mm. As a result of hot-dip galvanizing such a panel, it was possible to maintain the shape before plating without causing wrinkles or warpage.
【0011】図5に同じく本発明に係るパネルの例を示
す。平板16は外寸720mm×2965mm厚さ3.
2mmの縞鋼板であり、長辺方向の両端は折り曲げられ
ている。長手方向に平行に配される2本の補強材17は
厚さ3.2mmの鋼板を折り曲げたもので高さ150m
m巾50mmであり平板16と250mmピッチで断続
溶接されている。リブ18及び19は帯鋼で厚さ3mm
である。補強材17を連結する部材20は平板16から
分離して設けられ巾50mm厚さ3mmである。係るパ
ネルに溶融亜鉛メッキを施した結果、しわやそりが発生
すること無く、メッキ前の形状を保ことが可能であっ
た。FIG. 5 also shows an example of the panel according to the present invention. The flat plate 16 has an outer dimension of 720 mm × 2965 mm and a thickness of 3.
It is a striped steel plate of 2 mm, and both ends in the long side direction are bent. The two reinforcing members 17 arranged parallel to the longitudinal direction are bent steel plates having a thickness of 3.2 mm, and have a height of 150 m.
It has a width of 50 mm and is intermittently welded to the flat plate 16 at a pitch of 250 mm. Ribs 18 and 19 are steel strips with a thickness of 3 mm
Is. The member 20 for connecting the reinforcing member 17 is provided separately from the flat plate 16 and has a width of 50 mm and a thickness of 3 mm. As a result of subjecting the panel to hot dip galvanization, it was possible to maintain the shape before plating without generating wrinkles or warpage.
【0012】図6の同じく本発明に係るパネルの例を示
す。一部切り欠いて示す平板21は外寸1219mm×
3620mm厚さ3.2mmの縞鋼板であり、両短辺を
折り曲げている。補強材22は厚さ4.5mmの鋼板を
折り曲げたもので高さ150mm巾75mm、1本当た
り厚さ3.2mmのリブ24が等間隔で4枚付き、平板
21と250mmピッチで断続溶接している。補強材2
3は厚さ3.2mmの鋼板をコの字状に曲げたものであ
って高さ150mm巾200mmであり、平板21と2
00mmピッチで断続溶接されている。なお平板21に
は240mm×1005mmの短形の開口を設けてい
る。係るパネルに溶融亜鉛メッキを施した結果しわやそ
りが発生することなくメッキ前の形状を保ことが可能で
あった。FIG. 6 also shows an example of the panel according to the present invention. The flat plate 21 shown with a part cut away has an outer dimension of 1219 mm ×
It is a striped steel plate having a thickness of 3620 mm and a thickness of 3.2 mm, and both short sides are bent. The reinforcing member 22 is formed by bending a steel plate having a thickness of 4.5 mm, and has a height of 150 mm, a width of 75 mm, and four ribs 24 having a thickness of 3.2 mm per one at equal intervals, and is intermittently welded to the flat plate 21 at a pitch of 250 mm. ing. Reinforcement material 2
3 is a U-shaped bent steel plate having a thickness of 3.2 mm, and has a height of 150 mm and a width of 200 mm.
It is intermittently welded at a pitch of 00 mm. The flat plate 21 is provided with a 240 mm × 1005 mm rectangular opening. As a result of performing hot dip galvanizing on such a panel, it was possible to maintain the shape before plating without generating wrinkles or warpage.
【0013】図7に同じく本発明に係るパネルの例を示
す。平板25は外寸1180mm×3640mm厚さ
3.2mmの縞鋼板であり、両長辺の縁が折り曲げられ
ていると共に短辺方向については、中央部が端部よりも
約10mm中高になる様に滑らかに曲げられている。補
強材26は厚さ3.2mmの鋼板を折り曲げたのもであ
って高さ150mm巾75mmであり、補強材27は厚
さ3.2mmの鋼板を折り曲げたものであって高さ15
6mm巾75mmであって各々の補強材はピッチ68m
mで平板25と断続溶接されている。部材28と30は
平板25から分離して補強材26及び27と溶接され都
合4本の補強材を連結している。部材28は厚さ4.5
mmの鋼板を高さ25mm巾55mmに曲げたものであ
る。部材30はリップみぞ型鋼60mm×30mm×1
0mm厚さ2.3mm(JISG3350)である。水
切り用形鋼29は厚さ3mm巾65mmの帯鋼であって
端部はV型に折り曲げてあり、平板25に当接する側は
中高に加工していて平板25とは100mmピッチで断
続溶接している。係るパネルに溶融亜鉛メッキを施した
結果、しわやそりが発生することなくメッキ前の形状を
保つことが可能であった。FIG. 7 also shows an example of the panel according to the present invention. The flat plate 25 is a striped steel plate having an outer dimension of 1180 mm × 3640 mm and a thickness of 3.2 mm, and the edges of both long sides are bent, and the central portion is approximately 10 mm higher than the end portions in the short side direction. Bent smoothly. The reinforcing member 26 is a bent steel plate having a thickness of 3.2 mm and has a height of 150 mm and a width of 75 mm. The reinforcing member 27 is a bent steel plate having a thickness of 3.2 mm and has a height of 15 mm.
6mm width 75mm, each reinforcement is 68m pitch
It is intermittently welded to the flat plate 25 at m. The members 28 and 30 are separated from the flat plate 25 and welded to the reinforcing members 26 and 27 to connect the four reinforcing members for convenience. Member 28 has a thickness of 4.5
A steel plate having a size of 25 mm is bent to a height of 25 mm and a width of 55 mm. Member 30 is lip groove type steel 60mm × 30mm × 1
The thickness is 0 mm and 2.3 mm (JISG3350). The draining shaped steel 29 is a strip steel having a thickness of 3 mm and a width of 65 mm, the end thereof is bent into a V shape, the side contacting with the flat plate 25 is processed to have a middle height, and intermittently welded to the flat plate 25 at a pitch of 100 mm. ing. As a result of performing hot dip galvanization on such a panel, it was possible to maintain the shape before plating without generating wrinkles or warpage.
【0014】図7に示すパネルは屋根に用いることを念
頭に製作したものであって、雨水が流れ落ち易くする
為、短辺方向を中高にしており平らなパネルに必要な、
水が流れ落ち易くする為の勾配をつける手段を設けなく
ても良い。平板25の折り曲げた縁31と部材29は水
切りとしての機能を有する。係るパネルを碁盤目状に並
べ,かつ縁31と部材29の下部に雨トイを引き廻すこ
とによって広い面積の屋根を作ることが可能である。The panel shown in FIG. 7 is manufactured in consideration of being used for a roof, and in order to make rainwater easily flow down, it is necessary to have a flat panel having a middle height in the short side direction.
It is not necessary to provide a means for providing a gradient for facilitating the flow of water. The bent edge 31 of the flat plate 25 and the member 29 have a function as a drainer. It is possible to make a roof with a large area by arranging such panels in a grid pattern and arranging a rain toy under the edge 31 and the lower portion of the member 29.
【0015】また本パネルは平板を滑らかに曲げている
が、切妻屋根の様に曲げても良い。Although the flat plate of this panel is smoothly bent, it may be bent like a gable roof.
【0016】また図7に示すパネルの平板25につい
て、これを曲げない平坦なものも製作し、溶融亜鉛メッ
キを施したが、しわやそりが発生すること無くメッキ前
の形状を保つことができた。The flat plate 25 of the panel shown in FIG. 7 was also manufactured as a flat plate which was not bent and was subjected to hot dip galvanizing. However, the shape before plating could be maintained without wrinkles or warpage. It was
【0017】図8に示すパネルも図7に示すパネルと同
じ材料、構造であるが、部材35が3本の補強材のみ連
結している点が図7の例と異なる。係るパネルについて
もしわやそりが発生すること無くメッキ前の形状を保っ
たままで溶融亜鉛メッキを施すことが可能であった。The panel shown in FIG. 8 also has the same material and structure as the panel shown in FIG. 7, but differs from the example of FIG. 7 in that the member 35 connects only three reinforcing members. It was possible to perform hot dip galvanizing on such a panel while maintaining the shape before plating without causing wrinkles or warpage.
【0018】本発明に係るパネルにおいて、その補強材
と平板は線または点で固着すれば良いのであって、図9
に例示する39〜43の各断面形状を有する補強材を平
板38に同図に示す如く配して構成することも可能であ
る。In the panel according to the present invention, the reinforcing material and the flat plate may be fixed to each other by lines or points.
It is also possible to dispose a reinforcing member having each of the cross-sectional shapes of 39 to 43 illustrated in FIG.
【0019】また本実施例では固着手段として溶接のみ
例示したが、リベット止め、ボルト止め、嵌合という手
段を用いても差し支えない。In this embodiment, only welding is illustrated as the fixing means, but means such as riveting, bolting and fitting may be used.
【0020】また平板と分離して補強材を連結する部材
は溶融亜鉛メッキ時に生じる平板の熱膨張あるいは熱収
縮に対して過大な抵抗とならない様にすれば実施例で示
したもの以外でも良いのであって、図10に示す如く薄
板46を補強材47間に同図に示す様に配し、かつ平板
44と薄板46の接線45を固着しないものも可能であ
る。なお補強材を連結する部材はパネル全体としての剛
性確保、パネル製缶時及び溶融亜鉛メッキ時の変形防
止、組立時の締結手段等を目的として付与する。Further, the member for connecting the reinforcing member separately from the flat plate may be other than that shown in the embodiment as long as it does not have an excessive resistance to the thermal expansion or the thermal contraction of the flat plate which occurs during hot dip galvanizing. Therefore, it is also possible to dispose the thin plates 46 between the reinforcing members 47 as shown in FIG. 10 without fixing the tangent line 45 between the flat plate 44 and the thin plates 46 as shown in FIG. A member for connecting the reinforcing material is provided for the purpose of ensuring rigidity of the entire panel, preventing deformation during panel can making and galvanizing, and fastening means during assembly.
【0021】また平板の板厚に対して補強材及び平板の
外縁に付ける形鋼の板厚は100〜140%の範囲を実
施例で示したが、これは溶融亜鉛メッキ時にパネルが変
形を起こさない範囲で補強材または外縁に付ける形鋼を
極力丈夫にしようとした為であって、強度を問題としな
いのであれば前記の逆の比率で平板の方を薄くしても差
し支えない。The thickness of the reinforcing material and the shape steel attached to the outer edge of the flat plate is 100 to 140% with respect to the thickness of the flat plate in the examples. This is because the panel is deformed during hot dip galvanizing. This is because the reinforcing material or the shaped steel to be attached to the outer edge is made as strong as possible within the range where it does not exist, and if the strength does not matter, the flat plate may be thinned in the opposite ratio to the above.
【0022】また本実施例で示したパネルは特には屋根
または床として使用することを念頭に置いたものであ
り、その為に平板の片面にのみ補強材を固着させていた
が、溶融亜鉛メッキ時の変形のみ問題とするので有れば
平板の両面に固着させても良い。Further, the panel shown in the present embodiment is particularly intended for use as a roof or a floor, and therefore the reinforcing material is fixed to only one side of the flat plate, however, hot dip galvanizing Since only the deformation at the time is a problem, it may be fixed on both sides of the flat plate if there is any.
【0023】また図3、図4、図6、に示す補強部材同
士が連結されていないパネルにあってはメッキ後床や屋
根として組み立てる際にパネルをわん曲させることが可
能であり、例えば水が滞留しない様にパネルの平板を凸
状にして組み立てることも容易である。Further, in the panel shown in FIGS. 3, 4, and 6 in which the reinforcing members are not connected to each other, it is possible to bend the panel when it is assembled as a floor or roof after plating, and for example, water It is also easy to assemble the panel flat plate so that it does not stay.
【0024】更に補強材を井桁状に組んだパネルでは、
平板と補強材で囲まれた部分が箱状となり、溶融亜鉛中
に浸漬する際にそれが浮力を生じ、パネル全体を素早く
浸漬できなくなる為パネル各点における温度差が大きく
なり、過大な熱歪の為変形しやすくなる。その点本実施
例に示すパネルではそのような浮力が生じないので素早
く浸漬でき、熱歪の発生が少ない。[0024] Further, in the panel in which the reinforcing material is assembled in a cross beam shape,
The part surrounded by the flat plate and the reinforcing material becomes a box shape, which causes buoyancy when immersed in molten zinc, making it impossible to quickly immerse the entire panel, resulting in a large temperature difference at each point of the panel and excessive thermal strain. Therefore, it is easy to deform. In that respect, since the panel shown in this embodiment does not generate such buoyancy, it can be dipped quickly and thermal distortion is less likely to occur.
【0025】[0025]
【発明の効果】本発明に係る構造を有するパネルは以下
に記載する効果を有する。
1.予熱や徐冷といった特別の方法を用いなくてもそり
やしわ等の変形を起こさずに溶融亜鉛メッキを施すこと
が可能である。
2.補強材を井桁状に組み合わせる構造に比して本発明
に係る構造の方が単純であり、製造が容易である。
3.パネルの板に勾配を設ける場合補強材が一方向にの
み付ければ良いので容易に対応できる。
4.補強材同士を連結していない構造のパネルの場合メ
ッキ後曲げた状態で組み付けることができる。The panel having the structure according to the present invention has the following effects. 1. It is possible to perform hot-dip galvanizing without causing deformation such as warpage or wrinkles without using a special method such as preheating or slow cooling. 2. The structure according to the present invention is simpler and easier to manufacture than the structure in which the reinforcing materials are combined in a cross beam shape. 3. When the plate of the panel is provided with a slope, it is only necessary to attach the reinforcing material in one direction, so that it can be easily dealt with. 4. In the case of a panel having a structure in which the reinforcing materials are not connected to each other, it can be assembled in a bent state after plating.
【図1】と[Figure 1] and
【図2】通常考えられる構造のパネル[Fig. 2] Panel of a structure that is usually considered
【図3】と[Figure 3]
【図4】と[Figure 4] and
【図5】と[Figure 5] and
【図6】と[Fig. 6]
【図7】並びにFIG. 7 and
【図8】本発明に係る構造のパネルFIG. 8: Panel having a structure according to the present invention
【図9】補強材の断面の例[Fig. 9] Example of cross section of reinforcing material
【図10】補強材相互を連結する部材を補強材に平行な
方向から見た例FIG. 10 is an example of a member connecting the reinforcing members viewed from a direction parallel to the reinforcing members.
32・・・鋼板 33・・・補強材 34・・・補強材 36・・・水切り用形鋼 37・・・補強材を連結する部材 32 ... steel plate 33 ... Reinforcing material 34 ... Reinforcing material 36 ... Shaped steel for draining 37 ... Member for connecting reinforcing members
Claims (6)
は平行に配した複数本の補強部材とを固着して構成さ
れ、しかる後溶融亜鉛メッキを施すパネルの構造。1. A structure of a panel which comprises a steel plate and one or a plurality of reinforcing members which are in contact with one surface of the steel plate and fixed to each other, and which is then subjected to hot dip galvanizing.
部において、該鋼板が折り曲げられているまたは該鋼板
の板厚の70〜140%の厚さの形鋼が固着されている
ことを特徴とする請求項1記載の溶融亜鉛メッキを施す
パネルの構造。2. A part or all of the outer edge of the steel plate according to claim 1, wherein the steel plate is bent or shaped steel having a thickness of 70 to 140% of the thickness of the steel plate is fixed. The structure of a panel to be hot-dip galvanized according to claim 1.
該補強部材を該鋼板の下方に水平に置いた隙、該鋼板が
上方に凸状である、あるいは傾斜を有していることを特
徴とする請求項1記載の溶融亜鉛メッキを施すパネルの
構造。3. The steel plate and the reinforcing member according to claim 1,
The structure of a panel to be galvanized according to claim 1, wherein the reinforcing member is horizontally placed below the steel plate, and the steel plate is convex upward or has an inclination. .
該補強部材が線または点で該鋼板と固着されていること
を特徴とする請求項1記載の溶融亜鉛メッキを施すパネ
ルの構造。4. The steel plate and the reinforcing member according to claim 1,
The structure of a panel to be galvanized according to claim 1, wherein the reinforcing member is fixed to the steel plate by lines or points.
該補強部材の板厚が該鋼板の70〜140%であること
を特徴とする請求項1記載の溶融亜鉛メッキを施すパネ
ルの構造5. A reinforcing member for a steel plate according to claim 1,
The structure of a panel to be galvanized according to claim 1, wherein the reinforcing member has a plate thickness of 70 to 140% of the steel plate.
該補強部材相互を該鋼板から分離して設けられた部材に
よって連結していることを特徴とする請求項1記載の溶
融亜鉛メッキを施すパネルの構造。6. The steel plate and the reinforcing member according to claim 1,
The structure of a panel to be galvanized according to claim 1, wherein the reinforcing members are connected to each other by a member provided separately from the steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25827191A JPH0510000A (en) | 1991-07-01 | 1991-07-01 | Structure of the panel to which hot-dip zinc plating is applied |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25827191A JPH0510000A (en) | 1991-07-01 | 1991-07-01 | Structure of the panel to which hot-dip zinc plating is applied |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0510000A true JPH0510000A (en) | 1993-01-19 |
Family
ID=17317927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25827191A Pending JPH0510000A (en) | 1991-07-01 | 1991-07-01 | Structure of the panel to which hot-dip zinc plating is applied |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0510000A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001044598A1 (en) * | 1999-12-15 | 2001-06-21 | Kabushiki Kaisha Mizukuwa Shoten | Roof and roof board material |
| JP2009250001A (en) * | 2008-04-11 | 2009-10-29 | Kaneso Co Ltd | Joint cover device for floor |
| WO2011115160A1 (en) * | 2010-03-16 | 2011-09-22 | 株式会社構造材料研究会 | Reinforcement structure of rectangular flat metal plate |
| EP2418334A4 (en) * | 2009-04-07 | 2015-10-14 | Suzuki Lab Of Material And Structure Co Ltd | Anisotropic reinforcing metal plate |
-
1991
- 1991-07-01 JP JP25827191A patent/JPH0510000A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001044598A1 (en) * | 1999-12-15 | 2001-06-21 | Kabushiki Kaisha Mizukuwa Shoten | Roof and roof board material |
| US6955012B2 (en) | 1999-12-15 | 2005-10-18 | Kabushiki Kaisha Muzukuwa | Roof and roof board material |
| JP2009250001A (en) * | 2008-04-11 | 2009-10-29 | Kaneso Co Ltd | Joint cover device for floor |
| EP2418334A4 (en) * | 2009-04-07 | 2015-10-14 | Suzuki Lab Of Material And Structure Co Ltd | Anisotropic reinforcing metal plate |
| WO2011115160A1 (en) * | 2010-03-16 | 2011-09-22 | 株式会社構造材料研究会 | Reinforcement structure of rectangular flat metal plate |
| JP2011190635A (en) * | 2010-03-16 | 2011-09-29 | Kozo Zairyo Kenkyukai:Kk | Rectangular tube reinforcing structure for rectangular metallic flat plate |
| US8615969B2 (en) | 2010-03-16 | 2013-12-31 | Suzuki Laboratory of Material and Structure Co. Ltd. | Reinforcement structure of rectangular flat metal plate |
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