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JP5533705B2 - Structure - Google Patents
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JP5533705B2 - Structure - Google Patents

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JP5533705B2
JP5533705B2 JP2011018548A JP2011018548A JP5533705B2 JP 5533705 B2 JP5533705 B2 JP 5533705B2 JP 2011018548 A JP2011018548 A JP 2011018548A JP 2011018548 A JP2011018548 A JP 2011018548A JP 5533705 B2 JP5533705 B2 JP 5533705B2
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curvature
radius
deflection
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JP2012158237A (en
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厚司 瀬戸
毅 河内
崇 松野
栄作 桜田
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Nippon Steel Corp
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Nippon Steel and Sumitomo Metal Corp
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Description

本発明はブラケットからの荷重に対する部材の撓みを低減する構造体に関するものである。   The present invention relates to a structure that reduces bending of a member with respect to a load from a bracket.

自動車、建設機械、橋梁、建築構造物などの鋼構造物では、軽量化あるいは大型化を実現するためには、ハイテン材と呼ばれる強度の高い高張力鋼を使用して部材の板厚あるいは断面積を小さくする必要がある。しかし、部材の板厚あるいは断面積を小さくすると部材の剛性が低下し、外力に対する変形、すなわち撓みが大きくなって、鋼構造物の安全性が確保できなくなるという課題があり、構造部材の軽量化と撓み低減を両立する技術の出現が切望されている。   For steel structures such as automobiles, construction machinery, bridges, and building structures, in order to reduce weight or size, high-strength steel called high-tensile material is used to make the plate thickness or cross-sectional area of the member. Need to be small. However, if the thickness or cross-sectional area of the member is reduced, the rigidity of the member is reduced, and deformation with respect to external force, that is, flexure, increases, which makes it impossible to secure the safety of the steel structure. And the emergence of technology that achieves both reduction in deflection.

構造体の撓みを低減する技術、すなわち構造体の剛性を向上させる技術はいくつか提案されており、例えば捩じり剛性の向上を目的に円形断面のパイプの着力点部を菱形断面にする技術が特許文献1に、自動車の懸架装置であるトレーリングアームの取り付け部から長手方向にトレーリングアームの高さを変化させて断面二次モーメントを徐々に減少させる構造が特許文献2に、自動車のセンターピラーの耐衝撃性を向上することを目的としてセンターピラーのルーフ側からフロア側にかけて断面係数が大きくなるように変化させた構造が特許文献3に、同じく自動車のセンターピラーの剛性およびエネルギー吸収特性を向上することを目的としてセンターピラー上部の断面係数を大きく、下部の断面係数を小さくする構造が特許文献4に、それぞれ開示されている。また自動車のサブフレームの剛性を向上させることを目的に、メインプレートとメインプレートの両端にH形状に継合される一対のサイドプレートからなるブラケットが特許文献5に開示されている。   Several techniques have been proposed for reducing the bending of the structure, that is, for improving the rigidity of the structure. For example, a technique for making the point of application of the pipe having a circular cross section into a rhombic cross section for the purpose of improving torsional rigidity. Patent Document 1 discloses a structure that gradually decreases the moment of inertia of the cross section by changing the height of the trailing arm in the longitudinal direction from the mounting portion of the trailing arm that is a suspension system of the automobile. In order to improve the impact resistance of the center pillar, the structure changed so that the section modulus increases from the roof side to the floor side of the center pillar is disclosed in Patent Document 3, and the rigidity and energy absorption characteristics of the center pillar of an automobile are also disclosed. Patent Document 4 discloses a structure that increases the section modulus of the upper part of the center pillar and decreases the section coefficient of the lower part for the purpose of improving Respectively have been disclosed. Further, Patent Document 5 discloses a bracket including a main plate and a pair of side plates joined to both ends of the main plate in an H shape for the purpose of improving the rigidity of the subframe of the automobile.

特開平6−312669号公報JP-A-6-31669 特開2001−191775号公報JP 2001-191775 A 特開平10−175566号公報JP-A-10-175656 特開2001−163257号公報JP 2001-163257 A 特開平11−105734号公報JP-A-11-105734

前記開示技術のうち特許文献1は、円形断面のパイプの着力点部を菱形にすることにより、捩り荷重を効率よく分担でき、断面積を大きくすることなく捩り剛性を向上させる技術であるが、円形断面以外の部材には適用できないという問題がある。   Among the disclosed technologies, Patent Document 1 is a technology that can efficiently share the torsional load by making the point of application of the pipe having a circular cross section rhombus, and improve the torsional rigidity without increasing the cross-sectional area. There is a problem that it cannot be applied to members other than circular cross sections.

また特許文献2では自動車部材であるトレーリングアームの高さを取り付け部から徐々に変えることにより断面二次モーメントを徐々に減少させる技術であるが、部材の撓みを大きく低減できないという問題がある。   Further, Patent Document 2 is a technique for gradually reducing the secondary moment of section by gradually changing the height of the trailing arm, which is an automobile member, from the mounting portion, but there is a problem that the deflection of the member cannot be greatly reduced.

また特許文献3では、同じく自動車部材であるセンターピラーの断面係数がルーフ側からフロア側にかけて大きくなるような耐衝撃構造が記載されているが、中央部と両端部が区別無く、かつ断面係数は連続的に変化しており、部材の撓みを大きく低減できないという問題がある。   Patent Document 3 describes an impact-resistant structure in which the center pillar, which is also an automobile member, has a cross-sectional modulus that increases from the roof side to the floor side. There is a problem that it is continuously changing and the bending of the member cannot be greatly reduced.

またさらに特許文献4では、同じくセンターピラーの断面係数が上部では大きく、下部では小さくする構造が記載されているが、部材の撓みを大きく低減できないという問題がある。   Furthermore, Patent Document 4 describes a structure in which the section modulus of the center pillar is large at the top and small at the bottom, but there is a problem that the bending of the member cannot be greatly reduced.

加えて特許文献5では、メインプレートとメインプレートの両端にH形状に継合される一対のサイドプレートからなるブラケットによりサイドフレームの剛性を高める技術が記載されているが、部材の撓みを大きく低減できないという問題がある。   In addition, Patent Document 5 describes a technique for increasing the rigidity of the side frame by a bracket composed of a main plate and a pair of side plates joined to both ends of the main plate in an H shape, but greatly reduces the bending of the member. There is a problem that you can not.

本発明は、ブラケットからの荷重入力に対して部材の撓みを低減させる構造体を提供することを目的とする。   An object of this invention is to provide the structure which reduces the bending of a member with respect to the load input from a bracket.

上記課題を解決するために、本発明は、(1)二対の部材を組み合わせて枠状に構成された構造体であって、前記二対の部材のうち一対の部材の内側面および外側面が構造体の中心から外側に向かう曲率半径を有する曲線上にあり、前記内側面の曲率半径が前記外側面の曲率半径よりも大きく、前記構造体の外側面の曲率半径R1(mm)、および内側面の曲率半径R2(mm)が、
R1/R2≦0.95
を満足することを特徴とする構造体を提供する。
In order to solve the above-described problems, the present invention provides (1) a structure configured in a frame shape by combining two pairs of members, and the inner surface and the outer surface of the pair of members of the two pairs of members. There are on the curve having a radius of curvature toward the outer side from the center of the structure, the inner curvature side radius much larger than the radius of curvature of the outer surface, the radius of curvature of the outer surface of the structure R1 (mm), And the radius of curvature R2 (mm) of the inner surface is
R1 / R2 ≦ 0.95
A structure characterized by satisfying the above is provided.

また、本発明によれば、(2)さらに、R1/R2≧0.75、かつR2≧1000(mm)であることを特徴とする前記(1)に記載の構造体が提供される。
According to the present invention, there is further provided (2) the structure according to (1) above, wherein R1 / R2 ≧ 0.75 and R2 ≧ 1000 (mm) .

本発明によれば、構造体の重量を増加させることなく部材の撓みを低減することができ、その工業的意味は大きい。   According to the present invention, the bending of a member can be reduced without increasing the weight of the structure, and its industrial significance is great.

本発明の構造体1の部材2が撓む様子を示す斜視図である。It is a perspective view which shows a mode that the member 2 of the structure 1 of this invention bends. 本発明の別の構造体1の部材2が撓む様子を示す斜視図である。It is a perspective view which shows a mode that the member 2 of another structure 1 of this invention bends. 従来の構造体1の部材2が撓む様子を示す斜視図である。It is a perspective view which shows a mode that the member 2 of the conventional structure 1 bends. (a)図1の部材2の断面の形状を示す図である。(b)図1の部材2の断面の別の形状を示す図である。(c)図1の部材2の断面の別の形状を示す図である。(A) It is a figure which shows the shape of the cross section of the member 2 of FIG. (B) It is a figure which shows another shape of the cross section of the member 2 of FIG. (C) It is a figure which shows another shape of the cross section of the member 2 of FIG. 本発明の実施例における試験状況と構造体の撓みを示す図である。It is a figure which shows the test condition and the bending of a structure in the Example of this invention.

以下、本発明を図面に基づいて詳細に説明する。なお、本明細書および図面において、実質的に同一の機能構成を有する要素においては、同一の符号を付することにより重複説明を省略する。   Hereinafter, the present invention will be described in detail with reference to the drawings. In the present specification and drawings, elements having substantially the same functional configuration are denoted by the same reference numerals, and redundant description is omitted.

まず、本発明者らは、図3に示すように二対の部材が略直角に組み合わされて枠状に構成された構造体1に対して、その部材2に構造体1の内側に向かって荷重Pが入力された場合、すなわち構造体1の面内方向に荷重が入力された場合について、構造体1の部材2の撓みyを詳細に検討した。なお、ここで、荷重Pは、例えば部材2に設けられたブラケットから入力される。   First, as shown in FIG. 3, the inventors of the present invention have a structure 1 in which two pairs of members are combined at a substantially right angle to form a frame shape. When the load P is input, that is, when the load is input in the in-plane direction of the structure 1, the bending y of the member 2 of the structure 1 was examined in detail. Here, the load P is input from, for example, a bracket provided on the member 2.

その結果、構造体1は中央部付近の変形が大きいので、構造体1の内側に向かって荷重Pが入力される場合の撓みyは、部材2の中央付近4の断面二次モーメントに大きく依存することを知見し、この中央付近4の撓みyを低減するための形状を種々検討した。その結果、図1に示すように構造体1を構成する一対の部材2の内側面5および外側面6が構造体1の中心から外側に向かう曲率半径を有し、構造体1の面内に収まる曲線上にあること、さらに内側面5の曲率半径R2が外側面6の曲率半径R1よりも大きいことが、部材2の撓みyの低減に極めて有効であることを見出した。すなわち、内側面5の曲率半径R2を外側面6の曲率半径R1より大きくすることで、部材2の中央付近4の部分の高さhを部材2の端部の高さに比べて大きくすることができ、この部分の断面二次モーメントを大きくすることができるため、断面の肉厚を薄くして軽量化することが可能になるとともに、内側面5および外側面6が構造体1の中心から外側に向かう曲率半径を有する曲線上にあることにより角部7での曲げモーメントMを小さくできるため、荷重Pの作用しないもう一対の部材3の断面を減少させることができることを見出した。   As a result, since the structure 1 is largely deformed near the center, the deflection y when the load P is input toward the inside of the structure 1 greatly depends on the cross-sectional secondary moment in the center 4 of the member 2. As a result, various shapes for reducing the deflection y near the center 4 were studied. As a result, as shown in FIG. 1, the inner side surface 5 and the outer side surface 6 of the pair of members 2 constituting the structure 1 have a radius of curvature from the center of the structure 1 to the outside, and are within the surface of the structure 1. It has been found that it is very effective in reducing the deflection y of the member 2 that it is on a curve that fits and that the curvature radius R2 of the inner surface 5 is larger than the curvature radius R1 of the outer surface 6. That is, by making the curvature radius R2 of the inner surface 5 larger than the curvature radius R1 of the outer surface 6, the height h of the portion near the center 4 of the member 2 is made larger than the height of the end portion of the member 2. Since the second moment of section of the portion can be increased, the thickness of the section can be reduced and the weight can be reduced, and the inner surface 5 and the outer surface 6 can be moved from the center of the structure 1. It has been found that since the bending moment M at the corner portion 7 can be reduced by being on the curve having the radius of curvature toward the outside, the cross section of the other pair of members 3 to which the load P does not act can be reduced.

構造体1を構成する一対の部材2の内側面5が直線状かもしくは構造体1の中心から内側に向かう曲率半径を有する曲線上にある場合には、中央付近4の断面二次モーメントは大きくなるが、角部7の断面積が中央付近4の断面積に比べて極端に小さくなるため角部7の変形が大きくなり、部材2の撓みyを低減させることができない。また部材2の内側面5の曲率半径R2が外側面6の曲率半径R1と同じ場合には、部材2が直線状の構造体より撓みyが大きくなり、さらに部材2の内側面5の曲率半径R2が外側面6の曲率半径R1より小さい場合には中央付近4の断面積が角部7より小さくなるため部材2の撓みyを低減させることができない。また構造体1を構成する一対の部材2ともう一対の部材3の接合状態は、図1の形態のみならず図2の形態であっても同様の効果を有することを見出した。すなわち、図1のように部材3の両端部の端面に部材2が接合する場合と、図2のように部材3の両端部の内側面に部材2が接合する場合とでは同様の効果を有する。   When the inner side surfaces 5 of the pair of members 2 constituting the structure 1 are linear or on a curve having a radius of curvature from the center of the structure 1 to the inside, the cross-sectional secondary moment around the center 4 is large. However, since the cross-sectional area of the corner 7 is extremely smaller than the cross-sectional area in the vicinity of the center 4, the deformation of the corner 7 becomes large and the deflection y of the member 2 cannot be reduced. When the curvature radius R2 of the inner side surface 5 of the member 2 is the same as the curvature radius R1 of the outer side surface 6, the deflection of the member 2 is larger than that of the linear structure, and the curvature radius of the inner side surface 5 of the member 2 is further increased. When R2 is smaller than the radius of curvature R1 of the outer surface 6, the cross-sectional area in the vicinity of the center 4 is smaller than the corner portion 7, so that the deflection y of the member 2 cannot be reduced. Moreover, it discovered that the joining state of a pair of member 2 and the other pair of member 3 which comprises the structure 1 has the same effect not only in the form of FIG. 1 but in the form of FIG. That is, the same effect is obtained when the member 2 is joined to the end faces of both ends of the member 3 as shown in FIG. 1 and when the member 2 is joined to the inner side surfaces of both ends of the member 3 as shown in FIG. .

以上述べたように、構造体1を構成する一対の部材2の内側面5および外側面6が構造体1の中心から外側に向かう曲率半径を有する曲線上にあり、さらに内側面5の曲率半径R2が外側面6の曲率半径R1よりも大きい構造体は、部材2の撓みyが大きく低減することが明らかとなった。   As described above, the inner surface 5 and the outer surface 6 of the pair of members 2 constituting the structure 1 are on a curve having a radius of curvature from the center of the structure 1 toward the outside, and the curvature radius of the inner surface 5 is further increased. It has been clarified that in the structure in which R2 is larger than the radius of curvature R1 of the outer surface 6, the deflection y of the member 2 is greatly reduced.

次に、本発明者らは、構造体1の部材2の撓みyをさらに低減するため、外側面6の曲率半径R1と内側面の曲率半径R2の関係を詳細に検討した。   Next, the inventors examined in detail the relationship between the curvature radius R1 of the outer surface 6 and the curvature radius R2 of the inner surface in order to further reduce the deflection y of the member 2 of the structure 1.

その結果、構造体1の外側面6の曲率半径をR1(mm)、内側面5の曲率半径をR2(mm)とするとき、
R1/R2≦0.95 (1)
を満足する構造体1は、部材2の撓みyが大きく低減できることを見出した。
As a result, when the radius of curvature of the outer surface 6 of the structure 1 is R1 (mm) and the radius of curvature of the inner surface 5 is R2 (mm),
R1 / R2 ≦ 0.95 (1)
The structure 1 satisfying the above has found that the deflection y of the member 2 can be greatly reduced.

R1/R2が0.95より大きい場合には、R1とR2の曲率半径が非常に近くなるので中央付近4の断面積は角部7とほとんど同じであり、部材2の撓みyを大きく低減することはできない。R1/R2が小さくなると中央付近4の高さhが大きくなり断面二次モーメントが増加して撓みyを低減することになるので、その下限は特に限定するものではないが、R1/R2が極端に小さくなると中央付近4の高さhが大きくなりすぎるため、構造体1全体の寸法が大きくなりすぎ、構造体1が組み込まれた構造物において他の部材との干渉の問題が生じるため、R1/R2≧0.75でかつR2≧1000(mm)の範囲であることが望ましい。R1/R2<0.75もしくはR2<1000(mm)の場合には、部材2の高さhが大きくなりすぎ、部材2の上面の面積増加が50%を超える場合があるため、他の部材と干渉する問題がある。   When R1 / R2 is greater than 0.95, the curvature radii of R1 and R2 are very close to each other, so that the cross-sectional area of the center 4 is almost the same as that of the corner 7 and greatly reduces the deflection y of the member 2. It is not possible. When R1 / R2 is reduced, the height h near the center 4 is increased and the second moment of section is increased to reduce the deflection y. Therefore, the lower limit is not particularly limited, but R1 / R2 is extremely limited. Since the height h of the center vicinity 4 becomes too large when it becomes smaller, the overall size of the structure 1 becomes too large, and a problem of interference with other members occurs in the structure in which the structure 1 is incorporated. It is desirable that /R2≧0.75 and R2 ≧ 1000 (mm). In the case of R1 / R2 <0.75 or R2 <1000 (mm), the height h of the member 2 becomes too large, and the increase in the area of the upper surface of the member 2 may exceed 50%. There is a problem that interferes with.

またR2の上限についても特に限定するものではないが、R2が5000mmより大きいとR1も同様に大きくなるので中央付近4の断面積は角部7に非常に近くなり、部材2が直線状の場合に近い形状になるので撓みyの低減はさほど大きくない。   Also, the upper limit of R2 is not particularly limited. However, when R2 is larger than 5000 mm, R1 is similarly increased, so that the cross-sectional area near the center 4 is very close to the corner 7 and the member 2 is linear. Therefore, the reduction of the deflection y is not so great.

以上述べたように、構造体1の外側面6の曲率半径R1(mm)および内側面5の曲率半径R2(mm)が式(1)を満足する構造体は、部材の撓みyが大きく低減できることが明らかとなった。   As described above, in the structure in which the curvature radius R1 (mm) of the outer surface 6 and the curvature radius R2 (mm) of the inner surface 5 of the structure 1 satisfy Expression (1), the bending y of the member is greatly reduced. It became clear that we could do it.

なお、本発明の構造体1はその材料の種類には依存せず、鋼材、アルミニウムおよびその合金、チタンおよびその合金、マグネシウムおよびその合金、樹脂など、いずれの材料にも適用可能であり、板材、管材を加工したもの、鋳造・鍛造したものであっても同様の効果が得られる。また、本発明は部材の形を工夫して撓みyの低減をはかった構造体であるので、材料の化学組成、機械的性質等に依らず、全ての材料に対して有効である。   The structure 1 of the present invention does not depend on the type of material, and can be applied to any material such as steel, aluminum and its alloys, titanium and its alloys, magnesium and its alloys, and resins. The same effect can be obtained even if the pipe material is processed or cast / forged. Further, since the present invention is a structure in which the shape of the member is devised to reduce the deflection y, it is effective for all materials regardless of the chemical composition, mechanical properties, etc. of the material.

また、構造体1の部材2の断面形状は特に限定するものではなく、中実断面であっても中空断面であっても、また丸形、楕円形、三角形、四角形およびこれらを部分的に組み合わせた断面形状であっても、さらに図4(a)〜(c)のような種々の形状のものでも撓みyの低減が図れることは言うまでもない。ただし構造体の軽量化を重視する観点からは中空断面であることが好ましく、これらは開断面、閉断面のいずれであっても、さらに補強部材が内側に含まれている部材に対しても撓みyを低減することができる。   Moreover, the cross-sectional shape of the member 2 of the structure 1 is not particularly limited, and may be a solid cross section or a hollow cross section, a round shape, an oval shape, a triangular shape, a quadrangular shape, or a partial combination thereof. It goes without saying that even if the cross-sectional shape is different, the bending y can be reduced even in various shapes such as those shown in FIGS. However, from the viewpoint of emphasizing weight reduction of the structure, it is preferable that the hollow cross section is used. Even if the cross section is either an open cross section or a closed cross section, it is also bent with respect to a member in which a reinforcing member is included. y can be reduced.

構造体1の部材2は管材をプレスやハイドロフォームなどの方法により加工したりすることでも、また2つ以上に分割した部材を溶接などの接合方法でも製作することができる。   The member 2 of the structure 1 can be manufactured by processing a pipe material by a method such as pressing or hydroforming, or by a joining method such as welding of a member divided into two or more.

加えて、本発明は構造部材の肉厚や断面形状が構造部材の長さに沿って変化する場合にも構造部材の撓みyを低減することが可能である。   In addition, the present invention can reduce the deflection y of the structural member even when the thickness or cross-sectional shape of the structural member changes along the length of the structural member.

本発明の構造体1は、例えば自動車のフロントのエンジンクレードル、足回りのフロントサブフレーム、リアサブフレームに適用できる。   The structure 1 of the present invention can be applied to, for example, an engine cradle at the front of an automobile, a front subframe around the undercarriage, and a rear subframe.

以上、本発明の好適な実施形態について説明したが、本発明はかかる例に限定されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において、各種の変更例または修正例に想到しうることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   As mentioned above, although preferred embodiment of this invention was described, this invention is not limited to this example. It is obvious for those skilled in the art that various changes or modifications can be conceived within the scope of the technical idea described in the claims. It is understood that it belongs to.

上述の発明をもとに、一対の部材2の内側面5および外側面6が構造体の中心から外側に向かう曲率半径を有する曲線上にあり、内側面5の曲率半径R2が外側面6の曲率半径R1よりも大きい構造体1を製作した。この部材2に構造体1の内側に向かって、構造体1の面内方向に、図5に示す1000kgの荷重Pを負荷し、部材2の撓みyを測定した。この際、部材2の角部7の回転変位の影響は差し引いて、変形による部材2の撓みyのみを求めた。比較例として図3に示すように内側面5および外側面6に曲率の無い部材2からなる構造体、並びに内側面5の曲率半径R1が外側面6の曲率半径R2と同じか小さい場合の構造体1も製作して同様に載荷試験を行った。構造体1の部材2および部材3は全て板厚2.3mmの引張強さ780MPa級の鋼材を用いた。   Based on the above-described invention, the inner surface 5 and the outer surface 6 of the pair of members 2 are on a curve having a radius of curvature from the center of the structure to the outside, and the curvature radius R2 of the inner surface 5 is the radius of the outer surface 6. A structure 1 larger than the radius of curvature R1 was produced. A load P of 1000 kg shown in FIG. 5 was applied to the member 2 in the in-plane direction of the structure 1 toward the inside of the structure 1, and the deflection y of the member 2 was measured. At this time, the influence of the rotational displacement of the corner 7 of the member 2 was subtracted, and only the deflection y of the member 2 due to deformation was obtained. As a comparative example, as shown in FIG. 3, a structure including the member 2 having no curvature on the inner side surface 5 and the outer side surface 6, and a structure in which the curvature radius R <b> 1 of the inner side surface 5 is the same as or smaller than the curvature radius R <b> 2 of the outer side surface 6. The body 1 was also manufactured and a loading test was performed in the same manner. The members 2 and 3 of the structure 1 were all made of steel with a plate thickness of 2.3 mm and a tensile strength of 780 MPa.

その結果を表1〜表4に示す。なお表中の「撓み低減率」とは、内側面5および外側面6に曲率の無い部材からなる構造体1の撓みyに対する低減率であり、同様に「重量低減率」とは、内側面5および外側面6に曲率の無い部材2からなる構造体1の重量に対する重量低減率である。さらに「面積増加率」とは、内側面および外側面に曲率の無い部材2からなる構造体1の部材2の上面の面積に対する増加率を示す。また、表中、下線を引いた数値は、本発明のうちいずれかの条件を満たさないものを示す。   The results are shown in Tables 1 to 4. In addition, the “bending reduction rate” in the table is a reduction rate with respect to the bending y of the structure 1 made of a member having no curvature on the inner side surface 5 and the outer side surface 6. Similarly, the “weight reduction rate” is the inner side surface. 5 and the weight reduction rate with respect to the weight of the structure 1 composed of the member 2 having no curvature on the outer surface 6. Further, the “area increase rate” indicates an increase rate with respect to the area of the upper surface of the member 2 of the structure 1 composed of the member 2 having no curvature on the inner surface and the outer surface. Moreover, the numerical value which underlined in the table | surface shows what does not satisfy | fill either conditions among this invention.

Figure 0005533705
Figure 0005533705

表1のNo.2〜14は、内側面の曲率半径R2が900mmの場合の構造体であって、内側面の曲率半径R2が外側面の曲率半径R1よりも大きい、すなわちR1/R2が1より小さい場合の本発明(本願の請求項1に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が3%以上になっており、いずれも撓みyが大きく低減されていることがわかった。また、内側面の曲率半径R2が外側面の曲率半径R1と同じ構造体の比較例No.15、さらに内側面の曲率半径R2が外側面の曲率半径R1より小さい構造体の比較例No.16は、重量を増加させない条件下では撓みyは低減しないことも判明した。さらに、No.2〜13は、R1/R2が0.95以下の本発明(本願の請求項2に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が5%以上になっており、いずれも撓みyが大きく低減されていることがわかった。   No. in Table 1 Reference numerals 2 to 14 denote structures when the inner surface has a radius of curvature R2 of 900 mm, and the inner surface has a radius of curvature R2 larger than the radius of curvature of the outer surface, that is, R1 / R2 is smaller than 1. This is an example of the invention (invention according to claim 1 of the present application), and is a comparative example No. of a structure made up of members having no curvature on the inner and outer surfaces. The deflection reduction rate was 3% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In addition, comparative example No. of the structure in which the curvature radius R2 of the inner surface is the same as the curvature radius R1 of the outer surface. 15 and Comparative Example No. 1 of a structure in which the curvature radius R2 of the inner surface is smaller than the curvature radius R1 of the outer surface. It was also found that No. 16 does not reduce the deflection y under conditions where the weight is not increased. Furthermore, no. Nos. 2 to 13 are examples of the present invention (invention according to claim 2 of the present application) in which R1 / R2 is 0.95 or less, and a comparative example No. of a structure composed of members having no curvature on the inner surface and the outer surface. . The deflection reduction rate was 5% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases.

同様に表1のNo.17〜30は、内側面の曲率半径R2が980mmの場合の構造体であって、内側面の曲率半径R2が外側面の曲率半径R1よりも大きい、すなわちR1/R2が1より小さい場合の本発明(本願の請求項1に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が3%以上になっており、いずれも撓みyが大きく低減されていることがわかった。また、内側面の曲率半径R2が外側面の曲率半径R1と同じ構造体の比較例No.31、さらに内側面の曲率半径R2が外側面の曲率半径R1より小さい構造体の比較例No.32は、重量を増加させない条件下では撓みyは低減しないことも判明した。さらに、No.17〜29は、R1/R2が0.95以下の本発明(本願の請求項2に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が5%以上になっており、いずれも撓みyが大きく低減されていることがわかった。
以上のように、本発明の構造体は、構造部材の撓みyを低減するのに有効であることが判明した。
Similarly, No. 1 in Table 1 is used. Reference numerals 17 to 30 denote structures when the inner surface has a radius of curvature R2 of 980 mm, and the inner surface has a radius of curvature R2 larger than the radius of curvature of the outer surface, that is, R1 / R2 is smaller than 1. This is an example of the invention (invention according to claim 1 of the present application), and is a comparative example No. of a structure formed of members having no curvature on the inner side surface and the outer side surface. The deflection reduction rate was 3% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In addition, comparative example No. of the structure in which the curvature radius R2 of the inner surface is the same as the curvature radius R1 of the outer surface. 31. Further, Comparative Example No. 31 of the structure in which the curvature radius R2 of the inner surface is smaller than the curvature radius R1 of the outer surface. It has also been found that No. 32 does not reduce the deflection y under conditions where the weight is not increased. Furthermore, no. 17 to 29 are examples of the present invention (invention according to claim 2 of the present application) in which R1 / R2 is 0.95 or less, and a comparative example No. of a structure formed of members having no curvature on the inner side surface and the outer side surface . The deflection reduction rate was 5% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases.
As described above, it has been found that the structure of the present invention is effective in reducing the deflection y of the structural member.

Figure 0005533705
Figure 0005533705

表2のNo.33〜47は、内側面の曲率半径R2が1010mmの場合の構造体であって、内側面の曲率半径R2が外側面の曲率半径R1よりも大きい、すなわちR1/R2が1より小さい場合の本発明(本願の請求項1に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が3%以上になっており、いずれも撓みyが大きく低減されていることがわかった。また、内側面の曲率半径R2が外側面の曲率半径R1と同じ構造体の比較例No.48、さらに内側面の曲率半径R2が外側面の曲率半径R1より小さい構造体の比較例No.49は、重量を増加させない条件下では撓みyは低減しないことも判明した。さらに、No.33〜46は、R1/R2が0.95以下の本発明(本願の請求項2に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が5%以上になっており、いずれも撓みyが大きく低減されていることがわかった。特にR1/R2が0.75〜0.95の範囲にあるNo.38〜46は、部材の面積増加率が50%以下であり、部材面積が大きく増加することなく撓み低減率が5%以上となっている。   No. in Table 2 Reference numerals 33 to 47 denote structures when the radius of curvature R2 of the inner surface is 1010 mm, and the radius of curvature R2 of the inner surface is larger than the radius of curvature R1 of the outer surface, that is, R1 / R2 is smaller than 1. This is an example of the invention (invention according to claim 1 of the present application), and is a comparative example No. of a structure made up of members having no curvature on the inner and outer surfaces. The deflection reduction rate was 3% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In addition, comparative example No. of the structure in which the curvature radius R2 of the inner surface is the same as the curvature radius R1 of the outer surface. 48, and comparative example No. of the structure in which the curvature radius R2 of the inner surface is smaller than the curvature radius R1 of the outer surface. It was also found that No. 49 does not reduce the deflection y under conditions where the weight is not increased. Furthermore, no. 33 to 46 are examples of the present invention (invention according to claim 2 of the present application) in which R1 / R2 is 0.95 or less, and a comparative example No. of a structure formed of members having no curvature on the inner surface and the outer surface. . The deflection reduction rate was 5% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In particular, No. 1 in which R1 / R2 is in the range of 0.75 to 0.95. In 38 to 46, the area increase rate of the member is 50% or less, and the deflection reduction rate is 5% or more without greatly increasing the member area.

同様に表2のNo.50〜66は、内側面の曲率半径R2が2000mmの場合の構造体であって、内側面の曲率半径R2が外側面の曲率半径R1よりも大きい、すなわちR1/R2が1より小さい場合の本発明(本願の請求項1に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が3%以上になっており、いずれも撓みyが大きく低減されていることがわかった。また、内側面の曲率半径R2が外側面の曲率半径R1と同じ構造体の比較例No.67、さらに内側面の曲率半径R2が外側面の曲率半径R1より小さい構造体の比較例No.68は、重量を増加させない条件下では撓みyは低減しないことも判明した。さらに、No.50〜65は、R1/R2が0.95以下の本発明(本願の請求項2に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が5%以上になっており、いずれも撓みyが大きく低減されていることがわかった。特にR1/R2が0.75〜0.95の範囲にあるNo.56〜65は、部材の面積増加率が20%以下と小さく、部材面積が大きく増加することなく撓み低減率が5%以上となっている。
以上のように、本発明の構造体は、構造部材の撓みyを低減するのに有効であることが判明した。
Similarly, in Table 2, No. Reference numerals 50 to 66 denote structures when the inner surface has a radius of curvature R2 of 2000 mm, and the inner surface has a radius of curvature R2 larger than the radius of curvature of the outer surface, that is, R1 / R2 is smaller than 1. This is an example of the invention (invention according to claim 1 of the present application), and is a comparative example No. of a structure formed of members having no curvature on the inner side surface and the outer side surface. The deflection reduction rate was 3% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In addition, comparative example No. of the structure in which the curvature radius R2 of the inner surface is the same as the curvature radius R1 of the outer surface. 67, and comparative example No. of the structure in which the curvature radius R2 of the inner surface is smaller than the curvature radius R1 of the outer surface. It was also found that No. 68 does not reduce deflection y under conditions that do not increase weight. Furthermore, no. 50 to 65 are examples of the present invention (invention according to claim 2 of the present application) in which R1 / R2 is 0.95 or less, and a comparative example No. of a structure formed of members having no curvature on the inner side surface and the outer side surface . The deflection reduction rate was 5% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In particular, No. 1 in which R1 / R2 is in the range of 0.75 to 0.95. In 56 to 65, the area increase rate of the member is as small as 20% or less, and the deflection reduction rate is 5% or more without greatly increasing the member area.
As described above, it has been found that the structure of the present invention is effective in reducing the deflection y of the structural member.

Figure 0005533705
Figure 0005533705

表3のNo.69〜85は、内側面の曲率半径R2が3000mmの場合の構造体であって、内側面の曲率半径R2が外側面の曲率半径R1よりも大きい、すなわちR1/R2が1より小さい場合の本発明(本願の請求項1に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が3%以上になっており、いずれも撓みyが大きく低減されていることがわかった。また、内側面の曲率半径R2が外側面の曲率半径R1と同じ構造体の比較例No.86、さらに内側面の曲率半径R2が外側面の曲率半径R1より小さい構造体の比較例No.87は、重量を増加させない条件下では撓みyは低減しないことも判明した。さらに、No.69〜84は、R1/R2が0.95以下の本発明の請求項2(本願の請求項2に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が5%以上になっており、いずれも撓みyが大きく低減されていることがわかった。特にR1/R2が0.75〜0.95の範囲にあるNo.75〜84は、部材の面積増加率が10%以下と小さく、部材面積が大きく増加することなく撓み低減率が5%以上となっている。   No. in Table 3 69 to 85 are structures when the inner surface has a radius of curvature R2 of 3000 mm, and the inner surface has a radius of curvature R2 larger than the radius of curvature of the outer surface R1, that is, R1 / R2 is smaller than 1. This is an example of the invention (invention according to claim 1 of the present application), and is a comparative example No. of a structure made up of members having no curvature on the inner and outer surfaces. The deflection reduction rate was 3% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In addition, comparative example No. of the structure in which the curvature radius R2 of the inner surface is the same as the curvature radius R1 of the outer surface. 86, and Comparative Example No. No. 86 of a structure in which the curvature radius R2 of the inner surface is smaller than the curvature radius R1 of the outer surface. It was also found that No. 87 does not reduce deflection y under conditions that do not increase weight. Furthermore, no. 69 to 84 are embodiments of claim 2 (invention according to claim 2) of the present invention in which R1 / R2 is 0.95 or less, and a structure formed of members having no curvature on the inner side surface and the outer side surface Comparative Example No. The deflection reduction rate was 5% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In particular, No. 1 in which R1 / R2 is in the range of 0.75 to 0.95. In 75 to 84, the area increase rate of the member is as small as 10% or less, and the deflection reduction rate is 5% or more without greatly increasing the member area.

同様に表3のNo.88〜102は、内側面の曲率半径R2が5000mmの場合の構造体であって、内側面の曲率半径R2が外側面の曲率半径R1よりも大きい、すなわちR1/R2が1より小さい場合の本発明(本願の請求項1に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が3%以上になっており、いずれも撓みyが大きく低減されていることがわかった。また、内側面の曲率半径R2が外側面の曲率半径R1と同じ構造体の比較例No.103、さらに内側面の曲率半径R2が外側面の曲率半径R1より小さい構造体の比較例No.104は、重量を増加させない条件下では撓みyは低減しないことも判明した。さらに、No.88〜101は、R1/R2が0.95以下の本発明(本願の請求項2に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が5%以上になっており、いずれも撓みyが大きく低減されていることがわかった。特にR1/R2が0.75〜0.95の範囲にあるNo.94〜101は、部材の面積増加率が6%以下と小さく、部材面積が大きく増加することなく撓み低減率が5%以上となっている。
以上のように、本発明の構造体は、構造部材の撓みyを低減するのに有効であることが判明した。
Similarly, in Table 3, No. Reference numerals 88 to 102 denote structures in which the inner surface has a radius of curvature R2 of 5000 mm, and the inner surface has a radius of curvature R2 that is larger than the radius of curvature of the outer surface, that is, R1 / R2 is smaller than 1. This is an example of the invention (invention according to claim 1 of the present application), and is a comparative example No. of a structure formed of members having no curvature on the inner side surface and the outer side surface. The deflection reduction rate was 3% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In addition, comparative example No. of the structure in which the curvature radius R2 of the inner surface is the same as the curvature radius R1 of the outer surface. 103, and comparative example No. of the structure in which the curvature radius R2 of the inner surface is smaller than the curvature radius R1 of the outer surface. It has also been found that 104 does not reduce the deflection y under conditions that do not increase weight. Furthermore, no. Nos. 88 to 101 are examples of the present invention (invention according to claim 2 of the present application) in which R1 / R2 is 0.95 or less, and a comparative example No. of a structure formed of members having no curvature on the inner side surface and the outer side surface . The deflection reduction rate was 5% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In particular, No. 1 in which R1 / R2 is in the range of 0.75 to 0.95. In 94 to 101, the area increase rate of the member is as small as 6% or less, and the deflection reduction rate is 5% or more without greatly increasing the member area.
As described above, it has been found that the structure of the present invention is effective in reducing the deflection y of the structural member.

Figure 0005533705
Figure 0005533705

表4のNo.105〜118は、内側面の曲率半径R2が7000mmの場合の構造体であって、内側面の曲率半径R2が外側面の曲率半径R1よりも大きい、すなわちR1/R2が1より小さい場合の本発明(本願の請求項1に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が3%以上になっており、いずれも撓みyが大きく低減されていることがわかった。また、内側面の曲率半径R2が外側面の曲率半径R1と同じ構造体の比較例No.119、さらに内側面の曲率半径R2が外側面の曲率半径R1より小さい構造体の比較例No.120は、重量を増加させない条件下では撓みyは低減しないことも判明した。さらに、No.105〜117は、R1/R2が0.95以下の本発明(本願の請求項2に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が5%以上になっており、いずれも撓みyが大きく低減されていることがわかった。特にR1/R2が0.75〜0.95の範囲にあるNo.110〜117は、部材の面積増加率が4%以下と小さく、部材面積が大きく増加することなく撓み低減率が5%以上となっている。   No. in Table 4 105 to 118 are structures in which the inner surface has a radius of curvature R2 of 7000 mm, and the inner surface has a radius of curvature R2 larger than the radius of curvature of the outer surface, that is, R1 / R2 is smaller than 1. This is an example of the invention (invention according to claim 1 of the present application), and Comparative Example No. The deflection reduction rate was 3% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In addition, comparative example No. of the structure in which the curvature radius R2 of the inner surface is the same as the curvature radius R1 of the outer surface. 119, and Comparative Example No. 1 of a structure in which the curvature radius R2 of the inner surface is smaller than the curvature radius R1 of the outer surface. It has also been found that 120 does not reduce deflection y under conditions that do not increase weight. Furthermore, no. Nos. 105 to 117 are examples of the present invention (invention according to claim 2 of the present application) in which R1 / R2 is 0.95 or less, and a comparative example No. of a structure including members having no curvature on the inner side surface and the outer side surface . The deflection reduction rate was 5% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In particular, No. 1 in which R1 / R2 is in the range of 0.75 to 0.95. In 110 to 117, the area increase rate of the member is as small as 4% or less, and the deflection reduction rate is 5% or more without greatly increasing the member area.

同様に表4のNo.121〜134は、内側面の曲率半径R2が10000mmの場合の構造体であって、内側面の曲率半径R2が外側面の曲率半径R1よりも大きい、すなわちR1/R2が1より小さい場合の本発明(本願の請求項1に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が3%以上になっており、いずれも撓みyが大きく低減されていることがわかった。また、内側面の曲率半径R2が外側面の曲率半径R1と同じ構造体の比較例No.135、さらに内側面の曲率半径R2が外側面の曲率半径R1より小さい構造体の比較例No.136は、重量を増加させない条件下では撓みyは低減しないことも判明した。さらに、No.121〜133は、R1/R2が0.95以下の本発明(本願の請求項2に係る発明)の実施例であり、内側面および外側面に曲率の無い部材からなる構造体の比較例No.1に比べて重量を増加すること無く撓み低減率が5%以上になっており、いずれも撓みyが大きく低減されていることがわかった。特にR1/R2が0.75〜0.95の範囲にあるNo.126〜133は、部材の面積増加率が2.5%以下と小さく、部材面積が大きく増加することなく撓み低減率が5%以上となっている。
以上のように、本発明の構造体は、構造部材の撓みyを低減するのに有効であることが判明した。
Similarly, in No. 4 of Table 4, Reference numerals 121 to 134 denote structures when the inner surface has a radius of curvature R2 of 10,000 mm, and the inner surface has a radius of curvature R2 larger than the radius of curvature of the outer surface, that is, R1 / R2 is smaller than 1. This is an example of the invention (invention according to claim 1 of the present application), and is a comparative example No. of a structure formed of members having no curvature on the inner side surface and the outer side surface. The deflection reduction rate was 3% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In addition, comparative example No. of the structure in which the curvature radius R2 of the inner surface is the same as the curvature radius R1 of the outer surface. 135, and comparative example No. of a structure in which the curvature radius R2 of the inner surface is smaller than the curvature radius R1 of the outer surface. It was also found that 136 does not reduce flexure y under conditions that do not increase weight. Furthermore, no. 121 to 133 are examples of the present invention (invention according to claim 2 of the present application) in which R1 / R2 is 0.95 or less, and a comparative example No. of a structure including members having no curvature on the inner side surface and the outer side surface . The deflection reduction rate was 5% or more without increasing the weight as compared with 1, and it was found that the deflection y was greatly reduced in all cases. In particular, No. 1 in which R1 / R2 is in the range of 0.75 to 0.95. In 126 to 133, the area increase rate of the member is as small as 2.5% or less, and the deflection reduction rate is 5% or more without greatly increasing the member area.
As described above, it has been found that the structure of the present invention is effective in reducing the deflection y of the structural member.

本発明は、重量を増加させずに撓みを低減する構造体に適用できる。   The present invention can be applied to a structure that reduces deflection without increasing the weight.

1 構造体
2 部材
3 荷重の作用しない部材
4 中央付近
5 部材2の内側面
6 部材2の外側面
7 角部
P 荷重
y 撓み
DESCRIPTION OF SYMBOLS 1 Structure 2 Member 3 Member where load does not act 4 Center vicinity 5 Inner side surface of member 2 Outer side surface of member 2 Corner | angular part P Load y Deflection

Claims (2)

二対の部材を組み合わせて枠状に構成された構造体であって、前記二対の部材のうち一対の部材の内側面および外側面が構造体の中心から外側に向かう曲率半径を有する曲線上にあり、前記内側面の曲率半径が前記外側面の曲率半径よりも大きく、
前記構造体の外側面の曲率半径R1(mm)、および内側面の曲率半径R2(mm)が、
R1/R2≦0.95
を満足することを特徴とする、構造体。
A structure that is configured in a frame shape by combining two pairs of members, the curved surface having an inner surface and an outer surface of the pair of members having a radius of curvature directed outward from the center of the structure. to Yes, the radius of curvature of the inner surface is much larger than the radius of curvature of the outer surface,
The curvature radius R1 (mm) of the outer surface of the structure and the curvature radius R2 (mm) of the inner surface are:
R1 / R2 ≦ 0.95
A structure characterized by satisfying
さらに、R1/R2≧0.75、かつR2≧1000(mm)であることを特徴とする、請求項1に記載の構造体。The structure according to claim 1, wherein R1 / R2 ≧ 0.75 and R2 ≧ 1000 (mm).
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