JPH0872162A - Hollow reinforced plate made of synthetic resin and reinforcing material used therein - Google Patents

Hollow reinforced plate made of synthetic resin and reinforcing material used therein

Info

Publication number
JPH0872162A
JPH0872162A JP22898494A JP22898494A JPH0872162A JP H0872162 A JPH0872162 A JP H0872162A JP 22898494 A JP22898494 A JP 22898494A JP 22898494 A JP22898494 A JP 22898494A JP H0872162 A JPH0872162 A JP H0872162A
Authority
JP
Japan
Prior art keywords
synthetic resin
reinforcing material
reinforcing
hollow
plate
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
Application number
JP22898494A
Other languages
Japanese (ja)
Other versions
JP2990644B2 (en
Inventor
Yutaka Urushibata
豊 漆畑
Tokio Matsuura
時男 松浦
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.)
NANBU KASEI KK
Original Assignee
NANBU KASEI KK
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 NANBU KASEI KK filed Critical NANBU KASEI KK
Priority to JP6228984A priority Critical patent/JP2990644B2/en
Publication of JPH0872162A publication Critical patent/JPH0872162A/en
Application granted granted Critical
Publication of JP2990644B2 publication Critical patent/JP2990644B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Laminated Bodies (AREA)

Abstract

PURPOSE: To provide a hollow reinforced plate made of a synthetic resin high in load bending strength, easy in the altering planning of said strength and not requiring the repreparation of a mold. CONSTITUTION: In a hollow reinforced plate 1 made of a synthetic resin, a reinforcing material 2 having a vertical cross section of a shape wherein upper and lower almost parallel wires running in a lateral direction are connected by a linear or non-linear connection wire in a mode leaving the opening part of one of the parallel wires as a vertical cross section in a length direction is inserted in the hollow part 3a of a hollow plate 3 made of a synthetic resin in a mode positioning the opening part in either one of left and right lateral directions.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、家具類に用いられる補
強板、特に棚板に用いられる合成樹脂製中空補強板に関
し、荷重たわみ強度の向上と共に、該強度の変更設計も
容易な合成樹脂製中空補強板及びそれに用いる補強材に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing plate used for furniture, particularly a hollow reinforcing plate made of a synthetic resin used for a shelf board, and a synthetic resin which is easy to change its design in addition to improving the flexural strength under load. The present invention relates to a hollow reinforcing plate and a reinforcing material used therefor.

【0002】[0002]

【従来の技術】近年、合成樹脂の着色技術や自然素材感
を付与する加工技術等の向上及びコスト低下や軽量化に
よる取扱いの利便性等の関係から、ポリ塩化ビニル、ポ
リプロピレン、ポリエチレンその他の合成樹脂製中空補
強板が、種々の家具類の棚板や天板等に広く利用されて
いる。一方、従来の合成樹脂製中空補強板の態様は、図
17及び図18に斜視図を示すように、合成樹脂製中空
板の中空部にスチール製の断面形状が四角状又は円状の
パイプ型補強材を内挿した態様のものが使用されてい
た。
2. Description of the Related Art In recent years, polyvinyl chloride, polypropylene, polyethylene and other synthetic materials have been developed in view of the improvement of coloring technology of synthetic resins and the processing technology for imparting a feeling of natural material, cost reduction and convenience of handling due to weight reduction. BACKGROUND ART Resin hollow reinforcing plates are widely used for shelf boards and top plates of various furniture. On the other hand, as shown in the perspective views of FIGS. 17 and 18, the conventional synthetic resin hollow reinforcing plate has a steel pipe-shaped rectangular or circular pipe-shaped cross section in the hollow portion of the synthetic resin hollow plate. The one in which the reinforcing material is inserted is used.

【0003】しかし乍ら、これら四角状又は円状のパイ
プ型補強材は、成形時に多工程を要することから、コス
ト的に割高となるため最近は、図19に斜視図を示すよ
うに、断面形状がU字状のU字型補強材をU字状の開口
部を下側又は上側に位置させて合成樹脂製中空板に内挿
したものが使用されている。
However, since these square or circular pipe type reinforcing members require many steps at the time of molding, they are relatively expensive in terms of cost. Recently, as shown in a perspective view of FIG. A U-shaped reinforcing member having a U-shape is inserted into a synthetic resin hollow plate with the U-shaped opening located on the lower side or the upper side.

【0004】該U字型補強材は、断面形状がオープンタ
イプであるため成形時の工程が少なくコスト的に有利で
あると共に、荷重たわみ強度も四角状パイプ型補強材よ
りもやや劣るものの円状パイプ型補強材と対比して殆ん
ど遜色がない利点がある。しかし乍ら反面、U字型補強
材の上記の使用態様は、U字状の開口部が下側又は上側
に存在するために、図20に示すように合成樹脂製中空
板の下面又は上面のうちU字状の開口部の両側端部に位
置する部分が押圧され凸状に部分的に膨らんだ凸状部分
5が生じ、外観を損なうのみならず、当該部分に白化を
生じ合成樹脂製中空板を損傷する場合も多々みられると
言う欠点が存する。なお、図20は図19における合成
樹脂製中空補強板の長さ方向に対する垂直断面のうちU
字型補強材が内挿された部分の部分拡大図に相当する図
面である。
Since the U-shaped reinforcing member has an open cross-section, it is advantageous in terms of cost due to a small number of steps during molding, and has a flexural strength under load which is slightly inferior to that of the rectangular pipe-shaped reinforcing member, but is circular. It has the advantage that it is almost comparable to the pipe-type reinforcement. However, on the other hand, in the above-described usage of the U-shaped reinforcing material, since the U-shaped opening exists on the lower side or the upper side, the lower surface or the upper surface of the synthetic resin hollow plate as shown in FIG. Of the U-shaped openings, portions located on both side ends of the U-shaped opening are pressed to form convex portions 5 that are partially bulged in a convex shape, which not only impairs the appearance but also causes whitening in the portions, which is made of synthetic resin. There is a drawback that the plate is often damaged. Note that FIG. 20 shows U of the vertical cross section of the synthetic resin hollow reinforcing plate in FIG.
It is drawing corresponding to the partial enlarged view of the part in which the character-shaped reinforcing material was inserted.

【0005】また、合成樹脂製中空板の板厚を一定にし
て荷重たわみ強度を高めるためには、補強材の使用本数
を増やすか補強材の肉厚を大きくすることになるが、い
ずれもコスト高となり、特に後者の場合は、更に金型の
再起工も必要となる。
Further, in order to increase the flexural strength under load by keeping the thickness of the synthetic resin hollow plate constant, the number of reinforcing materials used must be increased or the wall thickness of the reinforcing material must be increased. In the latter case, it is necessary to re-initiate the die.

【0006】他方、最近の生活様式の多様化にともない
家具類及びその利用の態様も多様化し、例えばシステム
キッチンやカウンター或はリビングルーム用の大型家具
の棚板や天板など特に荷重たわみ強度が必要とされる場
合も多く、荷重たわみ強度の一層の向上技術の開発が望
まれていた。
On the other hand, with the recent diversification of lifestyles, the furniture and its usage are also diversified. For example, the flexural strength under load, such as a shelf or a top plate of a large furniture for a system kitchen, a counter, or a living room, is particularly high. In many cases, it is necessary to develop a technique for further improving the flexural strength under load.

【0007】[0007]

【発明が解決しようとする課題】本発明は、かかる従来
の現状に鑑みなされたものであり、従来よりも実用上優
れた荷重たわみ強度を有すると共に、従来のU字型補強
材の使用態様にみられたような合成樹脂製中空板の損傷
もなく、更に用途に応じて荷重たわみ強度の変更設計も
容易であり、また荷重たわみ強度の変更設計の際にも補
強材用の金型の再起工が不要であり、コスト的にも有利
な合成樹脂製中空補強板及びそれに用いる補強材を提供
することを目的とする。
DISCLOSURE OF THE INVENTION The present invention has been made in view of the conventional situation as described above, and has a practically superior load deflection strength as compared with the conventional one, and a conventional U-shaped reinforcing material can be used. There is no damage to the synthetic resin hollow plate as seen, and it is also easy to change the design of the flexural strength under load according to the application.In addition, when changing the flexural strength under load, the mold for the reinforcement can be restarted. It is an object of the present invention to provide a synthetic resin hollow reinforcing plate that does not require work and is advantageous in terms of cost, and a reinforcing material used therefor.

【0008】[0008]

【課題を解決するための手段】本発明は、長さ方向に対
する垂直断面として、横方向に走行する上下の略平行線
を該平行線の一方の開口部を残した態様で直線状又は非
直線状の連結線で連結した形状の垂直断面を有する補強
材が、該開口部を左右いずれかの横方向に位置させた態
様で、合成樹脂製中空板の中空部に、内挿されてなるこ
とを特徴とする合成樹脂製中空補強板である。横方向に
走行する上下の略平行線即ち横方向に走行して略平行の
位置関係に配された上下の2本の線は、一般には夫々直
線であるが、例えば波状線やリブ打ち形状など部分的に
曲線部分が存在しても全体として中心部分がほぼ直線状
であればよく、これらが合成樹脂製中空板の中空部の上
下内面に接合状態に内挿されるために略平行の位置関係
に配されていればよい。
DISCLOSURE OF THE INVENTION The present invention is directed to a vertical or vertical cross section with respect to the lengthwise direction. The upper and lower substantially parallel lines running in the lateral direction are linear or non-linear in a mode in which one opening of the parallel lines remains. A reinforcing material having a vertical cross section of a shape connected by a parallel connecting line is inserted in the hollow portion of the synthetic resin hollow plate in a mode in which the opening is located in either the left or right lateral direction. Is a hollow reinforcing plate made of synthetic resin. The upper and lower substantially parallel lines that run in the lateral direction, that is, the two upper and lower lines that run in the lateral direction and are arranged in a substantially parallel positional relationship are generally straight lines, but for example, wavy lines or ribbed shapes Even if there is a curved portion in part, it is sufficient if the central part is almost straight as a whole, and since these are inserted into the upper and lower inner surfaces of the hollow part of the synthetic resin hollow plate in a joined state, a substantially parallel positional relationship Should be placed in.

【0009】補強材の具体的な代表的態様としては、長
さ方向に対する垂直断面がコの字状の形状、英文字Mを
横転した形状及び横方向に走行する上下の略平行線を該
平行線の一方の開口部を残した態様で直線状又は少なく
とも1個の波状(折線状を含む)曲線部を含む非直線状
の連結線で連結した形状の断面を有する補強材があげら
れる。また実用上一般に補強材の長さ方向に対する垂直
断面において、横方向に走行する上下の略平行線の夫々
の長さの寸法が5mm以上であり、また横方向に走行す
る上下の略平行線の長さの寸法の和が、補強材の高さの
寸法即ち上下の略平行線間の間隔長に対して1.5倍以
上である態様が好しい。
As a typical typical embodiment of the reinforcing material, a vertical cross section with respect to the lengthwise direction has a U-shape, a shape in which the English letter M is overturned, and upper and lower substantially parallel lines running in the horizontal direction are parallel to each other. A reinforcing material having a cross section in which a linear shape or a non-linear connecting line including at least one wavy (including a broken line) curved portion is connected in a mode in which one opening of the line is left is included. Further, in practice, in a cross section perpendicular to the length direction of the reinforcing material, the length dimension of each of the upper and lower substantially parallel lines traveling in the lateral direction is 5 mm or more, and the length of the upper and lower substantially parallel lines traveling in the lateral direction is generally greater than or equal to 5 mm. A preferred embodiment is one in which the sum of the length dimensions is 1.5 times or more the height dimension of the reinforcing material, that is, the distance between the upper and lower substantially parallel lines.

【0010】[0010]

【作用】本発明の合成樹脂製中空補強板は、実験の結
果、荷重たわみ強度が従来のU字型補強材のみならず、
円状パイプ型補強材を使用したものより大きく、更に四
角状パイプ型補強材を使用したものと対比しても遜色の
ない荷重たわみ強度が得られる。
As a result of the experiment, the synthetic resin hollow reinforcing plate of the present invention is not limited to the conventional U-shaped reinforcing member having a deflection strength under load,
The flexural strength under load is larger than that using the circular pipe type reinforcing material and comparable to that using the square pipe type reinforcing material.

【0011】また、補強材の長さ方向に対する垂直断面
において、横方向に走行する上下の略平行線の長さの寸
法の和が該略平行線間の間隔長に対して1.5倍以上と
することによって、合成樹脂製中空補強板の板厚を比較
的小さく保持した態様で、実用上充分な荷重たわみ強度
が得られる。更にまた、本発明の合成樹脂製中空補強板
は、補強材の長さ方向に対する垂直断面の開口部が左右
いずれかの横方向に位置し、上下方向には位置していな
いために開口部の両側端部が合成樹脂製中空板の上面又
は下面を部分的に押圧して従来のU字型補強材の場合に
みられたような合成樹脂製中空板が部分的に膨らみ凸状
部分が生じ白化したりして損傷するような現象も生じな
い。
In addition, in a cross section perpendicular to the length direction of the reinforcing member, the sum of the lengths of the upper and lower substantially parallel lines running in the lateral direction is 1.5 times or more the interval length between the substantially parallel lines. By so doing, it is possible to obtain practically sufficient load deflection strength in a mode in which the plate thickness of the synthetic resin hollow reinforcing plate is kept relatively small. Furthermore, in the synthetic resin hollow reinforcing plate of the present invention, the opening of the cross section perpendicular to the longitudinal direction of the reinforcing member is located in either the left or right lateral direction, and is not located in the vertical direction. Both end portions partially press the upper surface or the lower surface of the synthetic resin hollow plate to partially bulge the synthetic resin hollow plate as seen in the case of the conventional U-shaped reinforcing material, resulting in a convex portion. There is no phenomenon such as whitening or damage.

【0012】かかる現象の防止は、補強材の長さ方向に
対する垂直断面において、横方向に走行する上下の略平
行線の夫々の長さの寸法を5mm以上更には7mm以上
とした場合に、特に有効である。
This phenomenon is prevented especially when the length of each of the upper and lower substantially parallel lines running in the lateral direction is 5 mm or more, and more preferably 7 mm or more in a cross section perpendicular to the length direction of the reinforcing material. It is valid.

【0013】また、荷重たわみ強度の変更設計を行なう
場合、補強材の長さ方向に対する垂直断面の形状におい
て、合成樹脂製中空板の板厚方向の寸法即ち補強材の高
さ方向の寸法を変えることなく、補強材の横方向の幅の
寸法を変えることによって容易に荷重たわみ強度の大き
さを所望の強度に変更設計できる。また、この際、補強
材の肉厚の変更は不要であり、補強材の横方向の幅の寸
法は後記するように金型を変更することなく成形できる
ため金型の再起工の必要もない。従ってまた荷重たわみ
強度の変更設計の容易性と金型の再起工の不要が相俟っ
てコスト的に有利である。
In addition, when designing to change the flexural strength under load, the dimension of the synthetic resin hollow plate in the thickness direction, that is, the dimension of the reinforcing material in the height direction is changed in the shape of the cross section perpendicular to the longitudinal direction of the reinforcing material. Without changing the size of the lateral width of the reinforcing member, it is possible to easily change and design the magnitude of the bending strength under load to a desired strength. Further, at this time, it is not necessary to change the thickness of the reinforcing material, and the lateral width of the reinforcing material can be molded without changing the mold as described later, so that there is no need to re-initiate the mold. . Therefore, it is also advantageous in terms of cost due to the fact that the design of changing the deflection strength under load is easy and the reworking of the mold is unnecessary.

【0014】[0014]

【実施例】以下、更に詳細に本発明を説明する。図1
は、本発明の代表的実施態様の合成樹脂製中空補強板1
の長さ方向に対する垂直断面を示す。本実施態様では、
長さ方向に対する垂直断面がコの字状の形状を有する補
強材2が、コの字状の開口部を左右いずれかの横方向に
位置させた態様で、合成樹脂製中空板3の中空部3a
に、内挿されている。
The present invention will be described in more detail below. FIG.
Is a synthetic resin hollow reinforcing plate 1 according to a typical embodiment of the present invention.
2 shows a vertical cross section with respect to the length direction of the. In this embodiment,
The reinforcing member 2 having a U-shaped vertical cross section with respect to the length direction, in which the U-shaped opening is located in either the left or right lateral direction, the hollow portion of the synthetic resin hollow plate 3 3a
Has been interpolated.

【0015】図2及び図3は、本発明の他の実施態様を
示すもので図1に相当する図面である。これらの図面に
示すように、一般に合成樹脂製中空板3は、要求される
強度やデザイン及びコスト等を考慮して各種の形態のも
のが採用される。
2 and 3 show another embodiment of the present invention and are drawings corresponding to FIG. As shown in these drawings, generally, the synthetic resin hollow plate 3 is adopted in various forms in consideration of required strength, design, cost and the like.

【0016】また、図4及び図5は、長さ方向に対する
垂直断面が英文字Mを横転した形状の補強材2を使用し
た本発明の実施態様を示す図面である。更にまた、図6
乃至図9は、補強材2を補強材固定用の爪部3bを利用
して固定した態様を示す。このように補強材2は、合成
樹脂製中空板3の中空部3aに内挿されていればよくそ
の固定手段は問わない。
FIGS. 4 and 5 are views showing an embodiment of the present invention in which a reinforcing member 2 having a shape in which an English letter M is laid over in a vertical cross section with respect to the lengthwise direction is used. Furthermore, FIG.
9 to 9 show a mode in which the reinforcing material 2 is fixed by using the claw portion 3b for fixing the reinforcing material. As described above, the reinforcing member 2 may be inserted into the hollow portion 3a of the synthetic resin hollow plate 3, and the fixing means thereof does not matter.

【0017】一般に本発明における合成樹脂製中空板の
具体的形状は特に限定されず、補強材がその開口部を左
右いずれかの横方向に位置させた態様で合成樹脂製中空
板の中空部に内挿できる形状を有していればよい。通常
は、本発明の合成樹脂製中空補強板は、主として棚板や
天板、就中棚板を主たる用途の対象としているために、
平面形状が長辺の長い長方形とされ、長さ方向に対する
垂直断面が四角形状の中空部を合成樹脂中空板の長さ方
向に設け、該中空部内に補強材固定用の爪部を付設し、
又は付設せずに内挿される態様が好しく採用される。な
お、中空部は密閉型でなく開放型であってもよく、例え
ば平偏な合成樹脂製中空板の下面に補強材固定用の爪部
を設けて該爪部を利用して補強材を固定してもよい。本
明細書においては、かかる態様の爪部を利用した補強材
の固定空間をも含めて中空部と指称する。
In general, the concrete shape of the synthetic resin hollow plate of the present invention is not particularly limited, and the reinforcing member is placed in the hollow portion of the synthetic resin hollow plate in a state where its opening is located in either the left or right lateral direction. It only needs to have a shape that can be interpolated. Normally, the synthetic resin hollow reinforcing plate of the present invention is mainly intended for shelf boards and top boards, and in particular shelf boards,
The plane shape is a rectangle with long sides, and a vertical cross section with respect to the length direction is provided with a hollow portion having a quadrangular shape in the length direction of the synthetic resin hollow plate, and a claw portion for fixing a reinforcing material is provided in the hollow portion.
Alternatively, a mode in which it is inserted without being attached is preferably adopted. The hollow part may be an open type instead of a closed type. For example, a claw part for fixing a reinforcing material is provided on the lower surface of a flat synthetic resin hollow plate, and the reinforcing material is fixed using the claw part. You may. In the present specification, the term "hollow part" is used to include the fixing space for the reinforcing material using the claws of this aspect.

【0018】また、荷重たわみ強度の変更設計を行なう
場合は、補強材の長さ方向に対する垂直断面の形状にお
いて、合成樹脂製中空板の板厚方向の寸法即ち補強材の
高さ方向の寸法を変更してもよいが、一般に補強材の高
さの変更は、合成樹脂製中空板の中空部の高さを変更す
ることになり合成樹脂製中空板の金型の再起工を必要と
する場合が多く、これはコスト的に不利である。従っ
て、合成樹脂製中空板の中空部の高さを変更することな
く荷重たわみ強度の変更設計を行なうことが望まれる
が、本発明においては、これを容易に達成することがで
きる。
When designing to change the flexural strength under load, the dimension in the thickness direction of the synthetic resin hollow plate, that is, the dimension in the height direction of the reinforcing material is determined in the shape of the cross section perpendicular to the longitudinal direction of the reinforcing material. Although it may be changed, in general, changing the height of the reinforcing material will change the height of the hollow part of the synthetic resin hollow plate, which requires re-working of the mold of the synthetic resin hollow plate. However, this is a cost disadvantage. Therefore, it is desired to perform a design for changing the deflection strength under load without changing the height of the hollow portion of the synthetic resin hollow plate, but this can be easily achieved in the present invention.

【0019】即ち、本発明においては荷重たわみ強度の
変更設計を行なう場合、図6乃至図9に示すように、補
強材2の高さの寸法Hを変更せず、従って合成樹脂製中
空板3の中空部3aの高さを変更することなく、補強材
2の幅の寸法Wを変更することによって容易に荷重たわ
み強度の変更設計ができる。図7は図6におけるコの字
状の補強材の幅の寸法だけを長くしたものであり、図9
は図7における英文字Mを横転した形状の補強材の幅の
寸法だけを長くしたものである。
That is, in the present invention, when the design of changing the flexural strength under load is performed, as shown in FIGS. 6 to 9, the height dimension H of the reinforcing member 2 is not changed, so that the synthetic resin hollow plate 3 is used. By changing the width dimension W of the reinforcing member 2 without changing the height of the hollow portion 3a, it is possible to easily change the design of the deflection strength under load. FIG. 7 is a diagram in which only the width dimension of the U-shaped reinforcing material in FIG. 6 is lengthened.
Is the length of only the width dimension of the reinforcing material in which the letter M in FIG.

【0020】例えば、代表的な事例としてコの字状の補
強材の場合、素材板の板厚1.0mm、高さ10mm、
幅10mmの補強材の幅だけを1.5倍、2倍にするこ
とによって補強材自体の荷重たわみ強度は、夫々約1.
45倍、1.9倍に向上する。また、英文字Mを横転し
た形状の補強材においても幅の寸法だけを変更すること
によってコの字状の補強材と同様な荷重たわみ強度の向
上が得られる。
For example, in the case of a U-shaped reinforcing material as a typical example, the material plate has a thickness of 1.0 mm and a height of 10 mm.
By increasing the width of the reinforcing material having a width of 10 mm by 1.5 times or 2 times, the flexural strength under load of the reinforcing material itself is about 1.
It is improved 45 times and 1.9 times. Further, also in the reinforcing material in which the letter M is rolled over, the same flexural strength under load as that of the U-shaped reinforcing material can be obtained by changing only the width dimension.

【0021】また、本発明においては、補強材の長さ方
向に対する垂直断面の開口部が左右いずれかの横方向に
位置し、上下方向には位置していないために開口部の両
側端部が合成樹脂製中空板の上面又は下面を部分的に押
圧して従来のU字型補強材の場合にみられたような合成
樹脂製中空板が部分的に膨らみ凸状部分が生じ白化した
りして損傷するような現象は生じ難いが、かかる現象を
一層有効に防止するには、補強材の長さ方向に対する垂
直断面において、横方向に走行する上下の略平行線の夫
々の長さの寸法即ち補強材の幅を5mm以上更には7m
m以上とすることが好ましい。
Further, in the present invention, since the opening of the cross section perpendicular to the lengthwise direction of the reinforcing member is located in either the left or right lateral direction and not in the vertical direction, both end portions of the opening are By partially pressing the upper or lower surface of the synthetic resin hollow plate, the synthetic resin hollow plate, which is seen in the case of the conventional U-shaped reinforcing material, is partially swollen and a convex portion is generated, which causes whitening. Although it is unlikely that such damage will occur, the more effective prevention of such a phenomenon is to measure the length of each of the upper and lower substantially parallel lines running in the lateral direction in the cross section perpendicular to the length direction of the reinforcing material. That is, the width of the reinforcing material is 5 mm or more, and further 7 m
It is preferably m or more.

【0022】また一般に各種家具類の棚板や天板の厚さ
は、空間の有効利用のほかデザインやコスト等の関係か
ら実用上制限があり、所定の上限以下の厚さを維持した
状態で要求される荷重たわみ強度を確保する必要があ
る。一方、本発明における補強材の荷重たわみ強度は、
補強材の長さ方向に対する垂直断面において、横方向に
走行する上下の略平行線の長さの寸法の和が大きくなる
ほど該荷重たわみ強度も大きくなる性質がみられる。
Generally, the thickness of shelf boards and top boards of various furniture is practically limited due to the effective use of space, design, cost, etc., and the thickness is kept below a predetermined upper limit. It is necessary to secure the required flexural strength under load. On the other hand, the deflection strength under load of the reinforcing material in the present invention is
In the cross section perpendicular to the length direction of the reinforcing material, there is a property that the deflection strength under load increases as the sum of the lengths of the upper and lower substantially parallel lines running in the lateral direction increases.

【0023】このためこれらを総合的に検討した結果、
各種家具類の棚板や天板に要求される荷重たわみ強度を
実用上充分に満たすためには、本発明における補強材
は、補強材の長さ方向に対する垂直断面において、横方
向に走行する上下の略平行線の長さ寸法の和が、該補強
材の高さ寸法に対して1.5倍以上である態様のものが
特に推奨される。
Therefore, as a result of comprehensively examining them,
In order to practically sufficiently satisfy the load flexural strength required for shelf boards and top boards of various furniture, the reinforcing material in the present invention has a vertical cross section with respect to the longitudinal direction of the reinforcing material, and a vertical traveling top and bottom. It is particularly recommended that the sum of the lengths of the substantially parallel lines is 1.5 times or more the height of the reinforcing material.

【0024】また、本発明においては、荷重たわみ強度
の変更設計を行なう場合に、補強材の金型の再起工を要
しないことも特徴である。一般に本発明における補強材
の成形は、図10にその原理図を示すように、雌型金型
6と雄型金型7を用い、まず図10(a)に図示するよ
うに補強材を成形する素材板8として一定幅のものを雌
型金型6の開口部にセットし、次いで雄型金型7で押圧
することにより補強材が得られる。従って、開口部を左
右いずれかの横方向に位置させた場合の補強材の高さの
寸法Hを変更せずに幅Wだけを変更する場合、別途金型
を再起工する必要はなく同じ金型を用いて補強材を成形
する素材板8の幅だけを変更することによって容易に所
望の幅Wを有する補強材が得られる。補強材の幅Wの調
節によって荷重たわみ強度の変更設計ができることは前
記した通りである。
Further, the present invention is also characterized in that when the design for changing the flexural strength under load is performed, it is not necessary to re-initiate the mold of the reinforcing material. Generally, in the molding of the reinforcing material in the present invention, as shown in the principle diagram of FIG. 10, a female mold 6 and a male mold 7 are used to first mold the reinforcing material as shown in FIG. A material plate 8 having a constant width is set in the opening of the female die 6 and then pressed by the male die 7 to obtain a reinforcing material. Therefore, when only the width W is changed without changing the height H of the reinforcing material when the opening is located in either the left or right lateral direction, it is not necessary to separately rework the mold and the same metal mold is used. A reinforcement having a desired width W can be easily obtained by changing only the width of the material plate 8 for forming the reinforcement using a mold. As described above, the deflection strength under load can be changed by adjusting the width W of the reinforcing material.

【0025】なお、従来のU字型補強材では、合成樹脂
製中空板の板厚が一定の場合、U字型補強材の横幅を変
更する必要があり、このためには、金型の再起工が必要
である。
In the conventional U-shaped reinforcing member, when the thickness of the synthetic resin hollow plate is constant, it is necessary to change the lateral width of the U-shaped reinforcing member. For this purpose, the mold is restarted. Requires work.

【0026】また、図11乃至図16に本発明で用いら
れる補強材のその他の各種態様を補強材の長さ方向に対
する垂直断面で示す。これらは、すべて上下の略平行線
を連結する連結線の態様が相異するものである。即ち、
該連結線が、図11においては開口部と反対方向に連結
線の中央部が山状に折れ曲がって構成され、図12にお
いては開口部の方向に連結線が弓状に湾曲して構成さ
れ、図13においては開口部と反対方向に連結線が弓状
に湾曲して構成され、図14においては連結線の上下端
に小さい半弧状が形成されて構成され、図15において
は波状に構成され、図16においては波折線状に構成さ
れている。このように連結線は、全体的に或は部分的に
湾曲又は折線とされた非直線状の連結線である態様の方
が、直線状の連結線の場合よりも荷重たわみ強度の点で
優れる。
Further, FIGS. 11 to 16 show other various aspects of the reinforcing material used in the present invention in a cross section perpendicular to the longitudinal direction of the reinforcing material. All of these differ in the form of a connecting line that connects the upper and lower substantially parallel lines. That is,
In FIG. 11, the connecting line is formed by bending the central portion of the connecting line in a mountain shape in the direction opposite to the opening, and in FIG. 12, the connecting line is formed in a bow shape in the direction of the opening. In FIG. 13, the connecting line is curved in an arcuate direction in the direction opposite to the opening, in FIG. 14, small half arcs are formed at the upper and lower ends of the connecting line, and in FIG. 15, the connecting line is wavy. 16, it is configured in a wavy line shape. In this way, the connecting line is a non-linear connecting line that is wholly or partially curved or bent, and is superior in flexural strength under load to that of a linear connecting line. .

【0027】また、本発明における補強材の素材は、ス
チール、鉄、アルミその他の各種金属のほか合成樹脂、
セラミック等が適宜用いられる。また、合成樹脂製中空
板の合成樹脂は、ポリ塩化ビニル、ポリプロピレン、ポ
リエチレンその他の熱可塑性樹脂が一般に用いられる。
The material of the reinforcing material in the present invention is steel, iron, aluminum or other various metals, as well as synthetic resin,
Ceramic or the like is appropriately used. As the synthetic resin of the synthetic resin hollow plate, polyvinyl chloride, polypropylene, polyethylene and other thermoplastic resins are generally used.

【0028】実施例1 図1に示す断面を有する合成樹脂製中空補強板を製作し
た。合成樹脂製中空板は、ポリ塩化ビニル製で、中空板
としての板厚は20mm、中空板を構成する上板の厚み
0.91mm、下板の厚み0.9mm、4個の縦リブの
厚み0.7mm、両端部の三ケ月状部分の最大厚み1.
0mm、である。また、補強材は、高さの寸法H17.
5mm、幅の寸法W20mm、補強材の素材板の板厚d
0.8mmのスチール製である。合成樹脂製中空補強板
の平面図における幅は280mm、長さは864mmで
ある。かかる合成樹脂製中空補強板の長さ方向の両端を
支持し上側から均等に荷重をかけ下方に5mm変位する
ときの荷重の大きさを求めた。その結果は62.5Kg
重の荷重値であった。
Example 1 A synthetic resin hollow reinforcing plate having a cross section shown in FIG. 1 was manufactured. The synthetic resin hollow plate is made of polyvinyl chloride, and has a plate thickness of 20 mm as a hollow plate, an upper plate thickness of 0.91 mm, a lower plate thickness of 0.9 mm, and four vertical rib thicknesses constituting the hollow plate. 0.7 mm, maximum thickness of crescent-shaped parts at both ends 1.
0 mm. Further, the reinforcing material has a height dimension H17.
5 mm, width W20 mm, thickness d of reinforcing material plate
It is made of 0.8 mm steel. The synthetic resin hollow reinforcing plate has a width of 280 mm and a length of 864 mm in a plan view. The magnitude of the load when the both ends of the synthetic resin hollow reinforcing plate in the lengthwise direction were supported and the load was evenly applied from the upper side and displaced 5 mm downward was determined. The result is 62.5Kg
It was a heavy load value.

【0029】実施例2 実施例1における断面コの字状の補強材に代えて図4に
示す断面がM字を横転した形状の補強材を用いた以外
は、実施例1と同じ条件で実施した。補強材は、高さ、
幅及び素材板の厚み等の寸法は、実施例1と同じであ
る。5mm変位の荷重値は65Kg重であった。
Example 2 Example 2 was carried out under the same conditions as in Example 1 except that the reinforcing member having a U-shaped cross section in Example 1 was replaced with a reinforcing member having a cross section of an M-shape shown in FIG. did. Reinforcement is height,
The width and the thickness of the material plate are the same as those in the first embodiment. The load value of 5 mm displacement was 65 kg weight.

【0030】比較例1 実施例1における補強材に代えて図17〜図19に示す
四角状パイプ型補強材、円状パイプ型補強材或はU字状
補強材を用いた以外は、実施例1と同じ条件で実施し
た。補強材の肉厚はすべて実施例1における補強材の素
材板の厚みと同じとし、四角状パイプ型補強材の四角状
の一辺は17.5mm、円状パイプ型補強材の円状の外
直径は17.5mm、U字状補強材の高さ17.5m
m、幅20mmである。その結果、5mm変位の荷重値
は四角状パイプ型、円状パイプ型又はU字状の補強材を
用いた場合について、夫々62.5Kg重、37.5K
g重及び35.0Kg重 であった。
Comparative Example 1 An example other than using a square pipe type reinforcing member, a circular pipe type reinforcing member or a U-shaped reinforcing member shown in FIGS. 17 to 19 instead of the reinforcing member in Example 1. It carried out on the same conditions as 1. The thickness of the reinforcing material is all the same as the thickness of the material plate of the reinforcing material in Example 1, the square side of the square pipe type reinforcing material is 17.5 mm, and the circular outer diameter of the circular pipe type reinforcing material. Is 17.5 mm, the height of the U-shaped reinforcement is 17.5 m
m, width 20 mm. As a result, the load value of 5 mm displacement was 62.5 kg weight and 37.5 K when using a square pipe type, a circular pipe type or a U-shaped reinforcing material, respectively.
g-weight and 35.0 Kg-weight.

【0031】実施例3 図6において、補強材の高さの寸法Hを一定にして、幅
の寸法Wを変化させて測定した。なお、補強材の幅の寸
法を変化させるに応じて補強材固定用の爪部の位置を変
化させた。合成樹脂製中空板は、補強材固定用の爪部を
付設した以外は、実施例1と同じ合成樹脂製中空板を用
いた。補強材は実施例1におけるものと同一のものを基
本にして幅の寸法を0.5倍、1.0倍、1.5倍に変
化させたものを用いた。その結果、補強材の幅の寸法を
0.5倍、1.0倍、1.5倍に変化させたものを用い
た合成樹脂製中空補強板の5mm変位の荷重値の比は、
0.53:1:1.4であった。
Example 3 In FIG. 6, the height dimension H of the reinforcing material was kept constant, and the width dimension W was varied. The position of the claw portion for fixing the reinforcing material was changed in accordance with the change in the width dimension of the reinforcing material. As the synthetic resin hollow plate, the same synthetic resin hollow plate as in Example 1 was used except that a nail for fixing the reinforcing material was additionally provided. As the reinforcing material, the same reinforcing material as in Example 1 was used, and the width dimension was changed to 0.5 times, 1.0 times, and 1.5 times. As a result, the ratio of the load value of 5 mm displacement of the synthetic resin hollow reinforcing plate using the reinforcing material whose width is changed to 0.5 times, 1.0 times, and 1.5 times is as follows:
It was 0.53: 1: 1.4.

【0032】[0032]

【発明の効果】以上説明したように本発明の合成樹脂製
中空補強板は、下記のような各種の優れた効果を有す。 1.一般に荷重たわみ強度が、従来のU字状や円状パイ
プ型の補強材よりも大きく、更に四角状パイプ型補強材
と対比しても遜色のない実用上十分な優れた荷重たわみ
強度が得られる。 2.従来のU字状補強材にみられたような合成樹脂製中
空板の表面が部分的に膨らみ白化を生じる損傷現象がみ
られない。 3.荷重たわみ強度の変更設計が、補強材の高さ寸法を
変更することなく幅の寸法を変更するだけで容易にでき
る。従って合成樹脂製中空の板厚を変更することなく、
補強材として所望する荷重たわみ強度に応じた適宜の幅
の補強材を使用することにより任意の荷重たわみ強度を
有する合成樹脂製中空補強板が容易に得られる。 4.上記の荷重たわみ強度の変更設計の際に補強材の幅
を変更する場合も補強材用の金型の再起工を要せず、単
に補強材の素材板として目的に応じた幅の素材板を用い
るだけでよい。この点、従来の四角状パイプ型、円状パ
イプ型及びU字状の補強材では、金型の再起工を必要と
していたのに対し大きな利点である。なお、荷重たわみ
強度の変更増大のために、使用する補強材の本数を増や
すことは一般にコスト高をまねく結果となる。 5.従来に対比してコスト経済上有利である。即ち、従
来の四角状パイプ型や円状パイプ型の補強材は、断面形
状が非オープンタイプであり製作に複数工程を要しコス
ト高となるが、本発明における補強材は断面形状がオー
プンタイプであり単工程で製作ができコスト上有利であ
る。更に前記したように荷重たわみ強度の変更設計の際
に、U字状補強材を含めて上記の従来の補強材は金型の
再起工を要したが本発明における補強材では不要であ
り、この面でもコスト経済上有利である。
As described above, the synthetic resin hollow reinforcing plate of the present invention has various excellent effects as described below. 1. In general, the flexural strength under load is larger than that of conventional U-shaped or circular pipe-shaped reinforcements, and even when compared with square-shaped pipe-shaped reinforcements, practically sufficient load deflection strength is obtained. . 2. The surface of the synthetic resin hollow plate, which is seen in the conventional U-shaped reinforcing material, partially swells, and the damage phenomenon causing whitening is not observed. 3. The design of changing the deflection strength under load can be easily performed by changing the width dimension without changing the height dimension of the reinforcing material. Therefore, without changing the thickness of the hollow synthetic resin,
By using a reinforcing material having an appropriate width according to the desired flexural strength under load as the reinforcing material, a synthetic resin hollow reinforcing plate having arbitrary flexural strength under load can be easily obtained. 4. Even when changing the width of the reinforcing material when changing the design of the deflection strength under load, it is not necessary to re-initiate the mold for the reinforcing material, and simply use a material plate with a width according to the purpose as the material plate of the reinforcing material. Just use it. In this respect, the conventional square pipe type, circular pipe type, and U-shaped reinforcing materials have a great advantage over the need to re-initiate the die. It should be noted that increasing the number of reinforcing materials used in order to increase the flexural strength under load generally results in higher cost. 5. It is advantageous in cost economy as compared with the conventional one. That is, the conventional square pipe type or circular pipe type reinforcing material has a non-open sectional shape and requires multiple steps for manufacturing, resulting in high cost, but the reinforcing material in the present invention has an open sectional shape. Therefore, it can be manufactured in a single process, which is advantageous in terms of cost. Further, as described above, in the design of changing the deflection strength under load, the above-mentioned conventional reinforcing materials including the U-shaped reinforcing material required re-raising of the mold, but this is not necessary in the reinforcing material of the present invention. Also in terms of cost economy.

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

【図1】本発明の代表的実施態様の合成樹脂製中空補強
板の長さ方向に対する垂直断面図である。
FIG. 1 is a cross-sectional view perpendicular to the length direction of a synthetic resin hollow reinforcing plate according to a representative embodiment of the present invention.

【図2】本発明の他の実施態様を示す図面である。FIG. 2 is a view showing another embodiment of the present invention.

【図3】本発明の他の実施態様を示す図面である。FIG. 3 is a view showing another embodiment of the present invention.

【図4】本発明の他の実施態様を示す図面である。FIG. 4 is a view showing another embodiment of the present invention.

【図5】本発明の他の実施態様を示す図面である。FIG. 5 is a view showing another embodiment of the present invention.

【図6】本発明の他の実施態様を示す図面である。FIG. 6 is a view showing another embodiment of the present invention.

【図7】本発明の他の実施態様を示す図面である。FIG. 7 is a view showing another embodiment of the present invention.

【図8】本発明の他の実施態様を示す図面である。FIG. 8 is a view showing another embodiment of the present invention.

【図9】本発明の他の実施態様を示す図面である。FIG. 9 is a view showing another embodiment of the present invention.

【図10】本発明で使用する補強材の成形方法を示す原
理図である。
FIG. 10 is a principle view showing a method for molding a reinforcing material used in the present invention.

【図11】本発明で使用する補強材の他の実施例を示す
長さ方向に対する垂直断面図である。
FIG. 11 is a cross-sectional view perpendicular to the longitudinal direction showing another embodiment of the reinforcing material used in the present invention.

【図12】本発明で使用する補強材の他の実施例を示す
長さ方向に対する垂直断面図である。
FIG. 12 is a cross-sectional view perpendicular to the longitudinal direction showing another embodiment of the reinforcing material used in the present invention.

【図13】本発明で使用する補強材の他の実施例を示す
長さ方向に対する垂直断面図である。
FIG. 13 is a cross-sectional view perpendicular to the length direction showing another embodiment of the reinforcing material used in the present invention.

【図14】本発明で使用する補強材の他の実施例を示す
長さ方向に対する垂直断面図である。
FIG. 14 is a cross-sectional view perpendicular to the length direction showing another embodiment of the reinforcing material used in the present invention.

【図15】本発明で使用する補強材の他の実施例を示す
長さ方向に対する垂直断面図である。
FIG. 15 is a cross-sectional view perpendicular to the longitudinal direction showing another embodiment of the reinforcing material used in the present invention.

【図16】本発明で使用する補強材の他の実施例を示す
長さ方向に対する垂直断面図である。
FIG. 16 is a cross-sectional view perpendicular to the length direction showing another embodiment of the reinforcing material used in the present invention.

【図17】従来の合成樹脂製中空補強板の実施態様を示
す斜視面である。
FIG. 17 is a perspective view showing an embodiment of a conventional synthetic resin hollow reinforcing plate.

【図18】従来の合成樹脂製中空補強板の実施態様を示
す斜視面である。
FIG. 18 is a perspective view showing an embodiment of a conventional synthetic resin hollow reinforcing plate.

【図19】従来の合成樹脂製中空補強板の実施態様を示
す斜視面である。
FIG. 19 is a perspective view showing an embodiment of a conventional synthetic resin hollow reinforcing plate.

【図20】従来のU字型補強材を用いた合成樹脂製中空
補強板の部分拡大図である。
FIG. 20 is a partially enlarged view of a synthetic resin hollow reinforcing plate using a conventional U-shaped reinforcing member.

【符号の説明】[Explanation of symbols]

1 合成樹脂製中空補強板 2 本発明における補強材 3 合成樹脂製中空板 3a 合成樹脂製中空板の中空部 4 従来の補強材 5 合成樹脂製中空板の表面における部分的に膨らんだ
凸状部分 6 雌型金型 7 雄型金型 8 補強材を成形する素材板
1 Synthetic Resin Hollow Reinforcement Plate 2 Reinforcing Material in the Present Invention 3 Synthetic Resin Hollow Plate 3a Hollow Part of Synthetic Resin Hollow Plate 4 Conventional Reinforcing Material 5 Partially Swelled Convex Part on Surface of Synthetic Resin Hollow Plate 6 Female mold 7 Male mold 8 Material plate for molding reinforcing material

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 長さ方向に対する垂直断面として、横方
向に走行する上下の略平行線を該平行線の一方の開口部
を残した態様で、直線状又は非直線状の連結線で連結し
た形状の垂直断面を有する補強材が、該開口部を左右い
ずれかの横方向に位置させた態様で、合成樹脂製中空板
の中空部に内挿されてなることを特徴とする合成樹脂製
中空補強板。
1. A vertical cross section with respect to a length direction, wherein upper and lower substantially parallel lines running in a lateral direction are connected by a linear or non-linear connecting line in a state where one opening of the parallel line is left. A hollow made of synthetic resin, wherein a reinforcing material having a vertical cross section of a shape is inserted in a hollow portion of a hollow plate made of synthetic resin in a mode in which the opening is located in either the lateral direction. Reinforcement plate.
【請求項2】 長さ方向に対する垂直断面が、コの字状
の形状を有する補強材が用いられてなる請求項1に記載
の合成樹脂製中空補強板。
2. The synthetic resin hollow reinforcing plate according to claim 1, wherein a reinforcing material having a U-shaped cross section perpendicular to the length direction is used.
【請求項3】 長さ方向に対する垂直断面が、英文字M
を横転した形状を有する補強材が用いられてなる請求項
1に記載の合成樹脂製中空補強板。
3. A vertical cross section with respect to the longitudinal direction has an English letter M.
The synthetic resin hollow reinforcing plate according to claim 1, wherein a reinforcing material having an overturned shape is used.
【請求項4】 横方向に走行する上下の略平行線を連結
する連結線が、少なくとも1個の波状曲線部を含む非直
線状の連結線の態様である補強材が用いられてなる請求
項1に記載の合成樹脂製中空補強板。
4. A reinforcing material is used in which the connecting line connecting the upper and lower substantially parallel lines traveling in the lateral direction is a non-linear connecting line including at least one wavy curved line portion. The synthetic resin hollow reinforcing plate according to 1.
【請求項5】 横方向に走行する上下の略平行線の夫々
の長さの寸法が5mm以上である補強材が用いられてな
る請求項1に記載の合成樹脂製中空補強板。
5. The synthetic resin hollow reinforcing plate according to claim 1, wherein a reinforcing material is used in which the length of each of the upper and lower substantially parallel lines running in the lateral direction is 5 mm or more.
【請求項6】 横方向に走行する上下の略平行線の長さ
の寸法の和が、補強材の高さの寸法に対して1.5倍以
上である補強材が用いられてなる請求項1に記載の合成
樹脂製中空補強板。
6. A reinforcing material is used in which the sum of the length dimensions of the upper and lower substantially parallel lines traveling in the lateral direction is 1.5 times or more the height dimension of the reinforcing material. The synthetic resin hollow reinforcing plate according to 1.
【請求項7】 長さ方向に対する垂直断面として、横方
向に走行する上下の略平行線を該平行線の一方の開口部
を残した態様で非直線状の連結線で連結した形状の断面
を有することを特徴とする合成樹脂製中空補強板用補強
材。
7. A vertical cross section with respect to the longitudinal direction is a cross section in which upper and lower substantially parallel lines traveling in the lateral direction are connected by a non-linear connecting line with one opening of the parallel line left. A reinforcing material for a hollow reinforcing plate made of synthetic resin, which has.
JP6228984A 1994-08-31 1994-08-31 Hollow reinforcing plate made of synthetic resin and reinforcing material used therefor Expired - Lifetime JP2990644B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6228984A JP2990644B2 (en) 1994-08-31 1994-08-31 Hollow reinforcing plate made of synthetic resin and reinforcing material used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6228984A JP2990644B2 (en) 1994-08-31 1994-08-31 Hollow reinforcing plate made of synthetic resin and reinforcing material used therefor

Publications (2)

Publication Number Publication Date
JPH0872162A true JPH0872162A (en) 1996-03-19
JP2990644B2 JP2990644B2 (en) 1999-12-13

Family

ID=16884953

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6228984A Expired - Lifetime JP2990644B2 (en) 1994-08-31 1994-08-31 Hollow reinforcing plate made of synthetic resin and reinforcing material used therefor

Country Status (1)

Country Link
JP (1) JP2990644B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009113226A (en) * 2007-11-02 2009-05-28 Ube Nitto Kasei Co Ltd Metal reinforced hollow structural plate
WO2021106246A1 (en) * 2019-11-27 2021-06-03 河淳株式会社 Electromagnetic-wave-transmission reinforced shelf board, rack, and manufacturing method for electromagnetic-wave-transmission reinforced shelf board

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009113226A (en) * 2007-11-02 2009-05-28 Ube Nitto Kasei Co Ltd Metal reinforced hollow structural plate
WO2021106246A1 (en) * 2019-11-27 2021-06-03 河淳株式会社 Electromagnetic-wave-transmission reinforced shelf board, rack, and manufacturing method for electromagnetic-wave-transmission reinforced shelf board

Also Published As

Publication number Publication date
JP2990644B2 (en) 1999-12-13

Similar Documents

Publication Publication Date Title
DE69426352T2 (en) RESIN BOTTLE WITH HANDLE AND METHOD FOR THE PRODUCTION THEREOF
US20090077923A1 (en) Structural Alignment Member
GB2236339A (en) Trusses and precast concrete slabs reinforced thereby
ATE402769T1 (en) METAL PLATE FOR PRODUCING A FLAT TUBE
US4760680A (en) Fiberglass grating formed of interlocked pultruded fiberglass grating bars
JPH02300466A (en) Concrete anchor with flat steel for concrete building material
JPH0872162A (en) Hollow reinforced plate made of synthetic resin and reinforcing material used therein
JPH03161237A (en) Freely expandible cover and its manufacture
US4926519A (en) Trowel
US20040206648A1 (en) Toolbox
US4420017A (en) Energy conduit support
EP0664094B1 (en) Cross member made from a tubular section for joining the uprights of metal shelving
US20100115869A1 (en) Connecting and plugging element for modular floor construction
EP1132545A3 (en) Shuttering material
JPH07279291A (en) Flat deck plate
JP2003103307A (en) Method for bending closed cross section member
JP3051342B2 (en) sleeve
JPH076381U (en) Corner material
JP2547574Y2 (en) Floor members
JPH10121660A (en) Bar type spacer for bar arrangement in composite slab valley
US3830034A (en) Wire clip means for cleated collapsible containers
JP2883959B2 (en) Forming material for bending
JPH11131794A (en) Telescopic steel deck plate
JPH0497052A (en) Deck plate
US1188729A (en) Expanded metal.

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 8

Free format text: PAYMENT UNTIL: 20071015

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081015

Year of fee payment: 9

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081015

Year of fee payment: 9

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091015

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091015

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101015

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111015

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121015

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 14

Free format text: PAYMENT UNTIL: 20131015

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term