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JP7807784B2 - Blow Molded Containers - Google Patents
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JP7807784B2 - Blow Molded Containers - Google Patents

Blow Molded Containers

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JP7807784B2
JP7807784B2 JP2021191238A JP2021191238A JP7807784B2 JP 7807784 B2 JP7807784 B2 JP 7807784B2 JP 2021191238 A JP2021191238 A JP 2021191238A JP 2021191238 A JP2021191238 A JP 2021191238A JP 7807784 B2 JP7807784 B2 JP 7807784B2
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blow
molded container
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curvature
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JP2023077794A (en
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啓介 鈴木
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Naigai Kasei Co Ltd
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Naigai Kasei Co Ltd
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Description

本発明は、中空状の有底筒体を有するブロー成形容器に関し、より詳細には、底部に対し垂直方向に於ける圧縮荷重に対する座屈強度に優れたブロー成形容器に関する。 The present invention relates to a blow-molded container having a hollow, bottomed cylindrical body, and more specifically to a blow-molded container with excellent buckling strength against a compressive load in a direction perpendicular to the bottom.

ブロー成形容器は、例えば押出成形された円筒状のパリソンをブロー成形する押出ブロー成形により作製することができる(例えば、特許文献1参照。)。ここで、ブロー成形容器の底部の周縁部は、ブロー成形容器の縦断面(底部に対し垂直となる方向に於けるブロー成形容器の縦断面)に於いて、曲率半径が大きい円弧状である程、パリソンをブロー成形した際の金型の内部形状に対し密着性が向上する。その結果、その様なブロー成形容器に於いては成形性を向上させることができる。しかし、ブロー成形容器を水平面に載置したとき、底部の接地面積が小さくなる結果、ブロー成形容器の自立性が低下する。 Blow-molded containers can be produced, for example, by extrusion blow molding, in which an extruded cylindrical parison is blown (see, for example, Patent Document 1). Here, the larger the radius of curvature of the peripheral edge of the bottom of the blow-molded container in the longitudinal cross section of the blow-molded container (the longitudinal cross section of the blow-molded container in the direction perpendicular to the bottom), the better the adhesion to the internal shape of the mold when the parison is blow-molded. As a result, the moldability of such blow-molded containers can be improved. However, when a blow-molded container is placed on a horizontal surface, the contact area of the bottom is reduced, resulting in a decrease in the blow-molded container's ability to stand on its own.

そのため、ブロー成形容器の底部の周縁部を、縦断面に於いて曲率半径が小さい円弧状にすることで、自立性の低下を抑制することが考えられる。しかし、その様なブロー成形容器に於いては、底部に対し垂直となる方向に加えた圧縮荷重に対する座屈強度が、胴部と底部との間で低下するという問題がある。 For this reason, it is conceivable to prevent a decrease in self-standing ability by making the peripheral edge of the bottom of a blow-molded container into an arc shape with a small radius of curvature in vertical cross section. However, with such blow-molded containers, there is a problem in that the buckling strength against a compressive load applied in a direction perpendicular to the bottom decreases between the body and the bottom.

特開2021-37975号公報Japanese Patent Application Laid-Open No. 2021-37975

本発明は前記問題点に鑑みなされたものであり、その目的は、底部に対し垂直となる方向での圧縮荷重に対し、胴部と底部の間の座屈強度を向上させることで、座屈変形の低減が可能なブロー成形容器を提供することにある。 The present invention was developed in consideration of the above-mentioned problems, and its purpose is to provide a blow-molded container that can reduce buckling deformation by improving the buckling strength between the body and bottom when subjected to a compressive load in a direction perpendicular to the bottom.

本発明に係るブロー成形容器は、前記の課題を解決するために、中空状の有底筒体を有するブロー成形容器であって、口部と、前記口部の下方に連なる円筒状の胴部と、前記胴部の下方に連なり、容器外方に凸状に湾曲した強度補強部と、前記強度補強部に連なる底部とを有し、前記胴部の外側壁面は、前記胴部の少なくとも下端部に於いて、前記底部に対し垂直方向に立設しており、前記強度補強部の外側湾曲面は前記胴部の前記外側壁面に正接し、前記胴部と前記底部の間の座屈強度を補強することを特徴とする。 In order to solve the above-mentioned problems, the blow-molded container of the present invention is a blow-molded container having a hollow, bottomed cylinder, and has a mouth, a cylindrical body connected to the lower part of the mouth, a strength reinforcement connected to the lower part of the body and curved convexly outward from the container, and a bottom connected to the strength reinforcement, and the outer wall surface of the body is erected perpendicular to the bottom at least at the lower end of the body, and the outer curved surface of the strength reinforcement is tangent to the outer wall surface of the body, reinforcing the buckling strength between the body and the bottom.

前記の構成に於いては、胴部から底部にかけて、容器外方に凸状に湾曲した状態で連設する強度補強部を備える。胴部の外側壁面は、少なくともその下端部に於いて底部に対し垂直方向に立設しており、強度補強部の外側湾曲面は、この外側壁面に正接して連なっている。これにより、前記の構成のブロー成形容器では、胴部と底部の間での座屈強度を向上させることができ、底部に対し垂直となる方向に於いて圧縮荷重が加えられても、胴部と底部の間で座屈(形状)変形が生じるのを防止又は低減することができる。 The above-described configuration includes a strength reinforcement section that extends from the body to the bottom and is curved convexly outward from the container. The outer wall surface of the body is erected perpendicular to the bottom at least at its lower end, and the outer curved surface of the strength reinforcement section is tangent to and continues from this outer wall surface. This improves the buckling strength between the body and bottom in a blow-molded container with the above-described configuration, and prevents or reduces buckling (shape) deformation between the body and bottom even when a compressive load is applied perpendicular to the bottom.

前記の構成に於いて、前記底部は、その外周縁に平坦状の接地面を有し、前記強度補強部の外側湾曲面は、前記接地面に正接していることが好ましい。底部の外周縁に平坦状の接地面を有する場合に、強度補強部の外側湾曲面を当該接地面にも正接させることで、底部に対し垂直となる方向に於ける圧縮荷重に対する胴部と底部の間の座屈強度を一層向上させることができる。 In the above configuration, it is preferable that the bottom portion has a flat contact surface on its outer periphery, and that the outer curved surface of the strength reinforcement portion is tangent to the contact surface. When the bottom portion has a flat contact surface on its outer periphery, making the outer curved surface of the strength reinforcement portion tangent to the contact surface can further improve the buckling strength between the body portion and the bottom portion against a compressive load in a direction perpendicular to the bottom portion.

前記の構成に於いて、前記強度補強部は、前記底部に対し垂直となる方向に於ける前記ブロー成形容器の縦断面に於いて、曲率半径が相互に異なる複数の湾曲部が連設して形成されたものであり、前記外側壁面と正接する外側湾曲面を備えた湾曲部の曲率半径が、前記接地面と正接する外側湾曲面を備えた湾曲部の曲率半径よりも大きいものであってもよい。 In the above configuration, the strength reinforcement portion is formed by connecting multiple curved portions with different radii of curvature in a longitudinal cross section of the blow-molded container in a direction perpendicular to the bottom, and the radius of curvature of the curved portion with an outer curved surface tangent to the outer wall surface may be larger than the radius of curvature of the curved portion with an outer curved surface tangent to the ground surface.

また前記の構成に於いて、前記強度補強部は、前記底部に対し垂直となる方向に於ける前記ブロー成形容器の縦断面に於いて、任意の曲率半径を有する1つの湾曲部からなるものであってもよい。 Furthermore, in the above configuration, the strength reinforcement portion may consist of a single curved portion having an arbitrary radius of curvature in a vertical cross section of the blow-molded container in a direction perpendicular to the bottom portion.

前記の構成に於いては、前記外側壁面の直径に対する前記接地面の外側輪郭線の直径の比が、50%以上、90%以下であることが好ましい。前記直径の比を50%以上にすることにより、ブロー成形容器を水平面に載置したときの接地面の接地面積が過度に小さくなるのを防止し、ブロー成形容器の自立性を良好に維持することができる。その一方、前記直径の比を90%以下にすることにより、良好な座屈強度を付与し得る強度補強部の形成が可能になる。 In the above configuration, it is preferable that the ratio of the diameter of the outer contour line of the contact surface to the diameter of the outer wall surface be 50% or more and 90% or less. By making the diameter ratio 50% or more, it is possible to prevent the contact area of the contact surface from becoming excessively small when the blow-molded container is placed on a horizontal surface, and to maintain good self-standing of the blow-molded container. On the other hand, by making the diameter ratio 90% or less, it is possible to form a strength reinforcement section that can impart good buckling strength.

本発明によれば、底部に対し垂直となる方向に於ける圧縮荷重に対し、胴部と底部との間での座屈強度を向上させたブロー成形容器を提供することができる。 The present invention provides a blow-molded container with improved buckling strength between the body and bottom against a compressive load applied in a direction perpendicular to the bottom.

本発明の実施の形態1に係るブロー成形容器を表す正面図である。1 is a front view illustrating a blow-molded container according to a first embodiment of the present invention. 実施の形態1に係るブロー成形容器の要部を表す拡大断面図である。1 is an enlarged cross-sectional view showing a main part of a blow-molded container according to a first embodiment. FIG. 実施の形態1に係るブロー成形容器の底面図である。FIG. 2 is a bottom view of the blow-molded container according to the first embodiment. 本発明の実施の形態2に係るブロー成形容器を表す正面図である。FIG. 10 is a front view illustrating a blow-molded container according to a second embodiment of the present invention. 実施の形態2に係るブロー成形容器の要部を表す拡大断面図である。FIG. 10 is an enlarged cross-sectional view showing a main part of a blow-molded container according to a second embodiment. 実施例1に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 2 is an explanatory diagram showing the von Mises stress distribution related to the buckling strength of the blow-molded container according to Example 1. 比較例1に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 10 is an explanatory diagram showing the Mises stress distribution related to the buckling strength of the blow-molded container according to Comparative Example 1. 実施例2に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 10 is an explanatory diagram showing the von Mises stress distribution related to the buckling strength of the blow-molded container according to Example 2. 実施例3に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 10 is an explanatory diagram showing the von Mises stress distribution related to the buckling strength of the blow-molded container according to Example 3. 比較例2に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 10 is an explanatory diagram showing the von Mises stress distribution related to the buckling strength of the blow-molded container according to Comparative Example 2. 実施例4に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 10 is an explanatory diagram showing the von Mises stress distribution related to the buckling strength of the blow-molded container according to Example 4. 実施例5に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 10 is an explanatory diagram showing the von Mises stress distribution related to the buckling strength of the blow-molded container according to Example 5. 実施例6に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 10 is an explanatory diagram showing the von Mises stress distribution related to the buckling strength of the blow-molded container according to Example 6. 比較例3に係るブロー成形容器の座屈強度に関するミーゼス応力分布を表す説明図である。FIG. 10 is an explanatory diagram showing the von Mises stress distribution related to the buckling strength of the blow-molded container according to Comparative Example 3.

(実施の形態1)
本実施の形態1に係るブロー成形容器について、図1~図3を参照しながら以下に説明する。但し、説明に不要な部分は省略し、また説明を容易にするために拡大又は縮小等して図示した部分がある。図1は、本実施の形態に係るブロー成形容器を表す正面図である。図2は、ブロー成形容器の要部を表す拡大断面図である。図3は、ブロー成形容器の底面図である。
(Embodiment 1)
A blow-molded container according to the first embodiment will be described below with reference to Figures 1 to 3. However, parts unnecessary for the description are omitted, and some parts are illustrated enlarged or reduced to facilitate the description. Figure 1 is a front view of a blow-molded container according to the present embodiment. Figure 2 is an enlarged cross-sectional view showing a main part of the blow-molded container. Figure 3 is a bottom view of the blow-molded container.

本実施の形態に係るブロー成形容器1は、図1に示すように、液体の注ぎ口としての口部11と、口部11の下方に連なる肩部12と、肩部12の下方に連なる円筒状の胴部13と、強度補強部14と、底部15とを有する円筒状の容器である。ブロー成形容器1は、その内部に種々の内容物を収容することが可能な収容空間を有している。尚、図1に示す軸線Oはブロー成形容器1の中心軸線を表す。 As shown in Figure 1, the blow-molded container 1 according to this embodiment is a cylindrical container having a spout 11 for pouring liquid, a shoulder 12 extending below the spout 11, a cylindrical body 13 extending below the shoulder 12, a strength reinforcement portion 14, and a bottom 15. The blow-molded container 1 has a storage space therein capable of containing various contents. Note that the axis O shown in Figure 1 represents the central axis of the blow-molded container 1.

口部11は、上端に於いて開口しており、平面視に於いて略円形の開口形状を有する。また、口部11の下端は肩部12に連なっている。口部11の外周面には、例えば、蓋体との螺合を可能にする雄ネジ等が設けられていてもよい。これにより、蓋体により口部11の閉塞を可能にする。尚、口部11の形状はこれに限定されず、本発明は公知の構造を採用することができる。 The mouth 11 is open at the upper end and has a generally circular opening shape in a plan view. The lower end of the mouth 11 is connected to a shoulder 12. The outer surface of the mouth 11 may be provided with, for example, a male thread that allows it to be threadedly engaged with a lid. This allows the mouth 11 to be closed by the lid. Note that the shape of the mouth 11 is not limited to this, and any known structure can be used in the present invention.

肩部12は、口部11の下端から胴部13の上端に連なっている。また肩部12は、口部11の下端から胴部13の上端に向かうに従い、軸線Oに対し垂直となる断面(横断面)に於ける直径が拡径する形状を有している。 The shoulder 12 extends from the lower end of the mouth 11 to the upper end of the body 13. The shoulder 12 has a shape in which the diameter in a cross section (transverse cross section) perpendicular to the axis O increases from the lower end of the mouth 11 to the upper end of the body 13.

胴部13は円筒状を有しており、肩部12の下端から強度補強部14の上端に連なっている。また胴部13の横断面に於ける外径及び内径は、肩部12の下端から強度補強部14の上端までの間、略同一径となる様に形成されている。胴部13の外側壁面13bは、底部15に対し略垂直方向に立設する様に形成されている。 The body 13 has a cylindrical shape and extends from the lower end of the shoulder 12 to the upper end of the strength reinforcement 14. The outer and inner diameters of the cross section of the body 13 are formed to be approximately the same from the lower end of the shoulder 12 to the upper end of the strength reinforcement 14. The outer wall surface 13b of the body 13 is formed to stand approximately perpendicular to the bottom 15.

尚、本発明は、胴部13の外側壁面13bが、少なくとも下端部13aに於いて、底部15に対し垂直方向に立設するものであればよく、特に限定されない。従って、例えば、胴部13の横断面に於ける外径が、下端部13aを除き、肩部12の下端から強度補強部14の上端に向かうに従い、縮径又は拡径する形状であってもよい。あるいは、下端部13aを除き、肩部12の下端及び強度補強部14の上端から胴部13の中央部に向かうに従い、縮径又は拡径する形状であってもよい。 The present invention is not particularly limited as long as the outer wall surface 13b of the body 13 is erected perpendicular to the bottom 15 at least at the lower end 13a. Therefore, for example, the outer diameter in a cross section of the body 13 may be shaped to decrease or increase from the lower end of the shoulder 12 toward the upper end of the strength reinforcement 14, excluding the lower end 13a. Alternatively, the outer diameter may be shaped to decrease or increase from the lower end of the shoulder 12 and the upper end of the strength reinforcement 14 toward the center of the body 13, excluding the lower end 13a.

強度補強部14は、胴部13と底部15の間の座屈強度を補強する機能を有している。ここで、本明細書に於いて「座屈(変形)」とは、ブロー成形容器1に対し、その軸芯方向(底部15に対し垂直な方向)に圧縮荷重を加えたとき、ブロー成形容器1が座屈変形(塑性変形)により陥没や圧潰等を生じることを意味する。また「座屈強度」とは、ブロー成形容器1に対し軸芯方向に圧縮荷重が加えられたときに、ブロー成形容器1が座屈(変形)を生じる限界の圧縮荷重を意味し、軸圧縮強度と言い換えることもできる。 The strength reinforcing portion 14 functions to reinforce the buckling strength between the body portion 13 and the bottom portion 15. Here, in this specification, "buckling (deformation)" means that when a compressive load is applied to the blow-molded container 1 in its axial direction (a direction perpendicular to the bottom portion 15), the blow-molded container 1 will collapse or be crushed due to buckling deformation (plastic deformation). Furthermore, "buckling strength" refers to the limit compressive load at which the blow-molded container 1 will buckle (deform) when a compressive load is applied to the blow-molded container 1 in the axial direction, and can also be referred to as axial compressive strength.

強度補強部14は、より詳細には、図2に示すように、胴部13の下端部13aから底部15の接地部15aに連なっており、任意の曲率半径R1を有する1つの湾曲部からなる。さらに、強度補強部14の外側湾曲面14aは、胴部13の外側壁面13bと、底部15の接地面15c(詳細については後述する。)とにそれぞれ正接している。胴部13の外側壁面13b及び底部15の接地面15cにそれぞれ正接する強度補強部14を設けることにより、座屈強度の向上が図れる。尚、本明細書に於いて「正接」とは、胴部13の外側壁面13bと、強度補強部14の外側湾曲面14aとに於いては、底部15に対し垂直となる方向に於けるブロー成形容器1の縦断面に於いて、それぞれの接線がこれらの第1接続部17に於いて一致する状態を意味する。また、強度補強部14の外側湾曲面14aと底部15の接地面15cとに於いては、当該断面視に於いて、それぞれの接線がこれらの第2接続部18に於いて一致する状態を意味する。 2, the strength reinforcement portion 14 extends from the lower end 13a of the body portion 13 to the ground contact portion 15a of the bottom portion 15, and consists of a single curved portion with an arbitrary radius of curvature R1. Furthermore, the outer curved surface 14a of the strength reinforcement portion 14 is tangent to the outer wall surface 13b of the body portion 13 and the ground contact surface 15c of the bottom portion 15 (details will be described later). By providing the strength reinforcement portion 14 tangent to the outer wall surface 13b of the body portion 13 and the ground contact surface 15c of the bottom portion 15, respectively, buckling strength can be improved. In this specification, "tangent" refers to a state in which, in a vertical cross section of the blow-molded container 1 taken in a direction perpendicular to the bottom portion 15, the tangents of the outer wall surface 13b of the body portion 13 and the outer curved surface 14a of the strength reinforcement portion 14 coincide at the first connection portion 17. Furthermore, this means that the tangents of the outer curved surface 14a of the strength reinforcement portion 14 and the ground contact surface 15c of the bottom portion 15 coincide at the second connection portion 18 in the cross-sectional view.

強度補強部14の曲率半径R1は適宜設定することができるが、曲率半径R1の値を大きくすることで、ブロー成形によりブロー成形容器1を製造する際、パリソンをブローしたときに金型内部の形状に対する密着性を向上させることができる。その結果、ブロー成形容器1の成形性の向上が図れる。曲率半径R1は、以下の数式を満たす様に設定することが好ましい。また、本実施の形態に於いて強度補強部14の高さhは曲率半径R1と一致する。
R1(mm)=(D1(mm)-D2(mm))/2
(式中、D1は胴部13の下端部13a(外側壁面13b)の外径を表し、D2は接地面15cの外側輪郭線の直径を表す。)
The radius of curvature R1 of the strength reinforcement portion 14 can be set as appropriate, but by increasing the value of the radius of curvature R1, it is possible to improve the adhesion of the parison to the shape inside the mold when blowing it to produce the blow-molded container 1 by blow molding. As a result, the moldability of the blow-molded container 1 is improved. The radius of curvature R1 is preferably set to satisfy the following formula. In addition, in this embodiment, the height h of the strength reinforcement portion 14 is equal to the radius of curvature R1.
R1 (mm) = (D1 (mm) - D2 (mm))/2
(In the formula, D1 represents the outer diameter of the lower end 13a (outer wall surface 13b) of the body 13, and D2 represents the diameter of the outer contour line of the contact surface 15c.)

底部15は、底面視に於ける外形が略円形状となっている。底部15は、図2及び図3に示すように、水平面に接地する接地部15aと、接地部15aの内側に設けられた非接地部15bとを有する。 The bottom portion 15 has a generally circular outer shape when viewed from the bottom. As shown in Figures 2 and 3, the bottom portion 15 has a grounding portion 15a that contacts the horizontal surface and a non-grounding portion 15b located inside the grounding portion 15a.

接地部15aは、底部15の外周縁に沿って延在する。また接地部15aは、ブロー成形容器1を水平面に立設させた状態で載置する際、水平面に接地する環状の接地面15cを有する。接地面15cの形成領域はブロー成形容器1が自立するのを損なわない範囲で適宜設定することができる。 The grounding portion 15a extends along the outer peripheral edge of the bottom portion 15. The grounding portion 15a also has an annular grounding surface 15c that contacts the horizontal surface when the blow-molded container 1 is placed upright on the horizontal surface. The area where the grounding surface 15c is formed can be set as appropriate as long as it does not impair the ability of the blow-molded container 1 to stand on its own.

非接地部15bは、底部15を容器の内方側(ブロー成形容器1の内部側)に向けて陥没成形された平坦面15dと、接地面15cから平坦面15dに連なる傾斜面15eとを有する。平坦面15dは、図3に示すように、底面視に於いて略円形状となっている。また、平坦面15dは接地面15cよりも高さ位置が上方にあり、ブロー成形容器1を水平面に載置させた際、当該水平面に接触しない様に構成されている。また、傾斜面15eは、底面視に於いて環状となっている。傾斜面15eの縦断面に於ける傾斜角は特に限定されず、平坦面15dの接地面15cに対する高さ位置や、平坦面15dの面積等に応じて、適宜設定することができる。 The non-ground contact portion 15b has a flat surface 15d formed by depressing the bottom 15 toward the inside of the container (the interior of the blow-molded container 1), and an inclined surface 15e that connects the ground contact surface 15c to the flat surface 15d. As shown in Figure 3, the flat surface 15d is approximately circular in bottom view. Furthermore, the flat surface 15d is located higher than the ground contact surface 15c, so that it does not come into contact with the horizontal surface when the blow-molded container 1 is placed on the horizontal surface. Furthermore, the inclined surface 15e is annular in bottom view. The inclination angle of the inclined surface 15e in a vertical cross section is not particularly limited and can be set appropriately depending on the height position of the flat surface 15d relative to the ground contact surface 15c, the area of the flat surface 15d, etc.

接地面15cと平坦面15dとの間の高さ位置の差(又は平坦面15dの水平面に対する高さ)dは特に限定されないが、例えば、2mm以上、4mm以下の範囲に設定することができる。この場合、前記dを4mm以下にすることにより、例えば、ブロー成形に於いてブロー成形容器1を金型から離型させる際、当該ブロー成形容器1にキズ等が発生するのを低減又は防止することができる。また、前記dを2mm以上にすることにより、底部15が膨出変形しても、ブロー成形容器1の自立性を良好に保持することができる。 The difference in height d between the contact surface 15c and the flat surface 15d (or the height of the flat surface 15d relative to the horizontal plane) is not particularly limited, but can be set, for example, in the range of 2 mm to 4 mm. In this case, by setting d to 4 mm or less, it is possible to reduce or prevent scratches on the blow-molded container 1 when, for example, releasing the blow-molded container 1 from the mold during blow molding. Furthermore, by setting d to 2 mm or more, it is possible to maintain the self-standing ability of the blow-molded container 1 even if the bottom 15 bulges and deforms.

尚、本実施の形態に於いて、接地部15aは接地面15cの外側輪郭線(接地面15cと強度補強部14の外側湾曲面14aとの境界線)が略円形状のものであれば特に限定されない。例えば、接地面15cに於いて、底部15のパーティングラインPLの延長線上に位置する2箇所に、水平面と接地しない凹部が設けられていてもよい。また、非接地部15bが底面視に於いて矩形状のものであってもよい。この場合、接地面15cの内側輪郭線は非接地部15bの形状に対応して矩形状となる。さらに、底部15の全面が接地面であってもよい。 In this embodiment, the ground contact portion 15a is not particularly limited as long as the outer contour of the ground contact surface 15c (the boundary line between the ground contact surface 15c and the outer curved surface 14a of the strength reinforcement portion 14) is approximately circular. For example, the ground contact surface 15c may have recesses that do not come into contact with the horizontal surface at two locations located on an extension of the parting line PL of the bottom 15. Furthermore, the non-ground contact portion 15b may be rectangular in bottom view. In this case, the inner contour of the ground contact surface 15c will be rectangular corresponding to the shape of the non-ground contact portion 15b. Furthermore, the entire bottom 15 may be a ground contact surface.

また、胴部13の外側壁面13bの直径D1に対する接地面15cの外側輪郭線D2の直径の比は50%以上、90%以下であることが好ましく、60%以上、90%以下であることがより好ましく、70%以上、80%以下であることが特に好ましい。前記直径の比を50%以上にすることにより、ブロー成形容器1を水平面に載置したときの接地面15cの接地面積が過度に小さくなるのを防止し、ブロー成形容器1の自立性を良好に維持することができる。その一方、前記直径の比を90%以下にすることにより、胴部13と底部15との間での強度補強部14の形成を可能にする。 Furthermore, the ratio of the diameter D1 of the outer wall surface 13b of the body 13 to the outer contour line D2 of the contact surface 15c is preferably 50% or more and 90% or less, more preferably 60% or more and 90% or less, and particularly preferably 70% or more and 80% or less. Setting this diameter ratio to 50% or more prevents the contact area of the contact surface 15c from becoming excessively small when the blow-molded container 1 is placed on a horizontal surface, thereby maintaining good self-supporting ability of the blow-molded container 1. On the other hand, setting this diameter ratio to 90% or less makes it possible to form a strength reinforcement portion 14 between the body 13 and the bottom 15.

さらに、ブロー成形容器1の全体高さHは特に限定されず、適宜設定することができる。また口部11、肩部12、胴部13、強度補強部14及び底部15の各部の厚さも特に限定されず、適宜必要に応じて設定することができる。尚、各部の厚さは同一であってもよく異なっていてもよい。 Furthermore, the overall height H of the blow-molded container 1 is not particularly limited and can be set as appropriate. The thicknesses of the mouth portion 11, shoulder portion 12, body portion 13, strength reinforcement portion 14, and bottom portion 15 are also not particularly limited and can be set as appropriate and necessary. The thicknesses of each portion may be the same or different.

ブロー成形容器1の材料としては特に限定されず、例えば、高密度ポリエチレン(HDPE)、ポリプロピレン(PP)、ポリエチレンテレフタレート(PET)等の公知の樹脂材料を用いることができる。 The material of the blow-molded container 1 is not particularly limited, and known resin materials such as high-density polyethylene (HDPE), polypropylene (PP), and polyethylene terephthalate (PET) can be used.

本実施の形態に係るブロー成形容器1は、例えば、押出ブロー成形法、射出ブロー成形法、延伸ブロー成形法等の公知のブロー成形法により製造することができる。 The blow-molded container 1 according to this embodiment can be manufactured using known blow molding methods, such as extrusion blow molding, injection blow molding, and stretch blow molding.

(実施の形態2)
実施の形態2に係るブロー成形容器について、図4及び図5を参照しながら以下に説明する。図4は、本実施の形態に係るブロー成形容器を表す正面図である。図5は、本実施の形態に係るブロー成形容器の要部を表す拡大断面図である。尚、実施の形態2に係るブロー成形容器に於いて、実施の形態1に係るブロー成形容器1と同一の構成であるものについては、同一の符号を付してその説明を省略する。
(Embodiment 2)
A blow-molded container according to embodiment 2 will be described below with reference to Figures 4 and 5. Figure 4 is a front view of the blow-molded container according to this embodiment. Figure 5 is an enlarged cross-sectional view of a main part of the blow-molded container according to this embodiment. In the blow-molded container according to embodiment 2, components that have the same configuration as the blow-molded container 1 according to embodiment 1 are given the same reference numerals and their description will be omitted.

本実施の形態に係るブロー成形容器2は、図4及び図5に示すように、実施の形態1に係るブロー成形容器1と比較して、強度補強部24が、相互に曲率半径の異なる第1湾曲部24a及び第2湾曲部24bの連設により構成される点が異なる。この様な構造であっても、底部15に対し垂直方向の圧縮荷重に対する胴部13と底部15との間の座屈強度を向上させることができる。 As shown in Figures 4 and 5, the blow-molded container 2 according to this embodiment differs from the blow-molded container 1 according to embodiment 1 in that the strength reinforcement portion 24 is formed by connecting a first curved portion 24a and a second curved portion 24b, each having a different radius of curvature. Even with this structure, the buckling strength between the body portion 13 and the bottom portion 15 can be improved against a compressive load applied perpendicular to the bottom portion 15.

強度補強部24の第1湾曲部24aは、図5に示すように、胴部13の下端部13aから第2湾曲部24bに連なっており、曲率半径R2を有する。さらに、第1外側湾曲面24cは、胴部13の外側壁面13bに正接する。また強度補強部24の第2湾曲部24bは、第1湾曲部24aから底部15に連なっており、曲率半径R3を有する。さらに、第2外側湾曲面24dは、底部15の接地面15cに正接する。ここで第1湾曲部24aの曲率半径R2と第2湾曲部24bの曲率半径R3は、R2がR3よりも大きい値となるように設定されていれば、本発明は特に限定されない。 As shown in FIG. 5, the first curved portion 24a of the strength reinforcement portion 24 continues from the lower end portion 13a of the body portion 13 to the second curved portion 24b and has a radius of curvature R2. Furthermore, the first outer curved surface 24c is tangent to the outer wall surface 13b of the body portion 13. The second curved portion 24b of the strength reinforcement portion 24 continues from the first curved portion 24a to the bottom portion 15 and has a radius of curvature R3. Furthermore, the second outer curved surface 24d is tangent to the contact surface 15c of the bottom portion 15. The present invention is not particularly limited as long as the radius of curvature R2 of the first curved portion 24a and the radius of curvature R3 of the second curved portion 24b are set so that R2 is greater than R3.

接地面15cと平坦面15dとの間の高さ位置の差(又は平坦面15dの水平面に対する高さ)d、及び胴部13の外側壁面13bの直径D1に対する接地面15cの外側輪郭線の直径D2の比は、実施の形態1の場合と同様である。従って、その詳細な説明は省略する。 The difference in height between the contact surface 15c and the flat surface 15d (or the height of the flat surface 15d relative to the horizontal plane) d, and the ratio of the diameter D2 of the outer contour line of the contact surface 15c to the diameter D1 of the outer wall surface 13b of the body 13 are the same as in embodiment 1. Therefore, detailed description thereof will be omitted.

(その他の事項)
以上に述べた各実施の形態に於いては、強度補強部の外側湾曲面が胴部の外側壁面に正接すると共に、底部の接地面にも正接する場合を例にして説明した。しかし、本発明はこの態様に限定されるものではない。例えば、強度補強部の外側湾曲面が胴部の外側壁面にのみ正接する態様であってもよい。この様な態様であっても本発明は、底部に対し垂直となる方向での圧縮荷重に対し、胴部と底部との間の座屈強度を向上させることができる。
(Other matters)
In the above-described embodiments, the outer curved surface of the strength reinforcement is tangent to the outer wall surface of the body and also to the contact surface of the bottom. However, the present invention is not limited to this configuration. For example, the outer curved surface of the strength reinforcement may be tangent only to the outer wall surface of the body. Even in this configuration, the present invention can improve the buckling strength between the body and the bottom against a compressive load in a direction perpendicular to the bottom.

また、各実施の形態に於いては、強度補強部としてそれぞれ、1つの湾曲部からなるもの、又は曲率半径が相互に異なる2つの湾曲部からなるものを例にして説明した。しかし本発明の強度補強部は、胴部の下方から底部に連なり、かつ、容器外方に凸状に湾曲した形状のものであればよく、各実施の形態の態様に限定されるものではない。例えば、強度補強部は、湾曲部を3つ以上有するものであってもよい。 Furthermore, in each embodiment, the strength reinforcement portion has been described as consisting of one curved portion or two curved portions with different radii of curvature. However, the strength reinforcement portion of the present invention is not limited to the form of each embodiment, as long as it connects from the lower portion of the body to the bottom and has a shape that is convexly curved outward from the container. For example, the strength reinforcement portion may have three or more curved portions.

以下に、この発明の好適な実施例を例示的に詳しく説明する。但し、この実施例に記載されている材料や配合量等は、特に限定的な記載がない限りは、この発明の範囲をそれらのみに限定する趣旨のものではない。 The following provides a detailed description of preferred embodiments of the present invention. However, unless otherwise specified, the materials, compounding amounts, etc. described in these embodiments are not intended to limit the scope of the present invention to those materials alone.

(実施例1)
本実施例では、構成材料として高密度ポリエチレン(HDPE)を用い、押出ブロー成形法により図6(a)に示す様なブロー成形容器を作製した。即ち、HDPEからなる溶融状態のチューブ状のパリソンを金型内に供給し、パリソンを金型で両側から挟んでピンチオフすると共に融着し、パリソンの内部に圧縮気体を吹き込んで膨張させ、容器の形状に成形した。ブロー成形の際のパリソンの表面温度は170℃、圧力は0.6MPa、ブロー成形の時間は10秒間とした。その後、冷却し、金型を開いてブロー成形容器を取り出した。得られたブロー成形容器は、図6に示すように、1つの湾曲部からなる強度補強部を備え、かつ、湾曲部の外側湾曲面は胴部の外側壁面及び底部の接地面の両方に正接したものであった。ブロー成形容器の形状寸法を以下に示す。
ブロー成形容器の全体高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ50mm
湾曲部の曲率半径R1:25mm
強度補強部の高さh:25mm
Example 1
In this example, high-density polyethylene (HDPE) was used as the constituent material, and a blow-molded container as shown in Figure 6(a) was produced by extrusion blow molding. Specifically, a molten tubular parison made of HDPE was fed into a mold, and the parison was pinched off and fused between the molds. Compressed gas was then blown into the parison to expand it into the shape of a container. During blow molding, the parison's surface temperature was 170°C, the pressure was 0.6 MPa, and the blow molding time was 10 seconds. After cooling, the mold was opened, and the blow-molded container was removed. As shown in Figure 6, the resulting blow-molded container had a strength reinforcement portion consisting of a single curved portion, and the outer curved surface of the curved portion was tangent to both the outer wall surface of the body and the contact surface of the bottom. The shape and dimensions of the blow-molded container are shown below.
Overall height of blow molded container H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ50 mm
Curvature radius R1 of curved part: 25 mm
Height of reinforced part h: 25 mm

(比較例1)
本比較例に於いては、湾曲部の外側湾曲面を底部の接地面にのみ正接させ、かつ、形状寸法を以下の通りに変更した。それら以外は、実施例1と同様にして、本比較例に係るブロー成形容器を作製した(図7参照)。
ブロー成形容器の高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ51.35mm
湾曲部の曲率半径R1:25mm
強度補強部の高さh:20mm
(Comparative Example 1)
In this comparative example, the outer curved surface of the curved portion was made tangent only to the bottom contact surface, and the shape and dimensions were changed as follows: A blow-molded container according to this comparative example was produced in the same manner as in Example 1 (see FIG. 7).
Blow molded container height H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ51.35 mm
Curvature radius R1 of curved part: 25 mm
Height of the strength reinforcement part h: 20 mm

(実施例2)
本実施例に於いては、形状寸法を以下の通りに変更した。それ以外は、実施例1と同様にして、本実施例に係るブロー成形容器を作製した(図8参照)。
ブロー成形容器の高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ90mm
湾曲部の曲率半径R1:5mm
強度補強部の高さh:5mm
Example 2
In this example, the shape and dimensions were changed as follows: A blow-molded container according to this example was produced in the same manner as in Example 1 (see FIG. 8).
Blow molded container height H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ90 mm
Curvature radius R1 of curved part: 5 mm
Height of the strength reinforcement part h: 5 mm

(実施例3)
本実施例に於いては、湾曲部の外側湾曲面を胴部の外側壁面にのみ正接させ、かつ、形状寸法を以下の通りに変更した。それら以外は、実施例1と同様にして、本実施例に係るブロー成形容器を作製した(図9参照)。
ブロー成形容器の高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ52.61mm
湾曲部の曲率半径R1:64.6mm
強度補強部の高さh:50mm
Example 3
In this example, the outer curved surface of the curved portion was made tangent only to the outer wall surface of the body portion, and the shape and dimensions were changed as follows: A blow-molded container according to this example was produced in the same manner as in Example 1 (see FIG. 9 ).
Blow molded container height H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ52.61 mm
Curvature radius R1 of curved part: 64.6 mm
Height of the strength reinforcement part h: 50 mm

(比較例2)
本比較例に於いては、湾曲部の外側湾曲面を胴部の外側壁面及び底部の接地面の何れにも正接させず、かつ、形状寸法を以下の通りに変更した。それら以外は、実施例1と同様にして、本比較例に係るブロー成形容器を作製した(図10参照)。
ブロー成形容器の高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ54.97mm
湾曲部の曲率半径R1:64.6mm
強度補強部の高さh:25mm
(Comparative Example 2)
In this comparative example, the outer curved surface of the curved portion was not tangent to either the outer wall surface of the body or the contact surface of the bottom, and the shape and dimensions were changed as follows: A blow-molded container according to this comparative example was produced in the same manner as in Example 1 (see FIG. 10 ).
Blow molded container height H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ54.97 mm
Curvature radius R1 of curved part: 64.6 mm
Height of the strength reinforcement part h: 25 mm

(実施例4)
本実施例に於いては、湾曲部の外側湾曲面を胴部の外側壁面にのみ正接させ、かつ、形状寸法を以下の通りに変更した。それら以外は、実施例1と同様にして、本実施例に係るブロー成形容器を作製した(図11参照)。
ブロー成形容器の高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ90.28mm
湾曲部の曲率半径R1:259.75mm
強度補強部の高さh:50mm
Example 4
In this example, the outer curved surface of the curved portion was made tangent only to the outer wall surface of the body portion, and the shape and dimensions were changed as follows: A blow-molded container according to this example was produced in the same manner as in Example 1 (see FIG. 11 ).
Blow molded container height H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ90.28 mm
Curvature radius R1 of curved portion: 259.75 mm
Height of the strength reinforcement part h: 50 mm

(実施例5)
本実施例に於いては、強度補強部として第1湾曲部及び第2湾曲部が連設して形成されたブロー成形容器を作製した。すなわち、第1湾曲部の第1外側湾曲面が胴部から第2湾曲部に連なり、かつ、第2湾曲部の第2外側湾曲面が第1湾曲部から底部の接地面に連なる様に強度補強部を形成した。また、第1外側湾曲面を胴部の外側壁面に正接させ、第2外側湾曲面を底部の接地面に正接させる構造とした。それら以外は、実施例1と同様にして、本実施例に係るブロー成形容器を作製した(図12参照)。本実施例に係るブロー成形容器の形状寸法を以下に示す。
ブロー成形容器の高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ48.96mm
第1湾曲部の曲率半径R2:64.6mm
第2湾曲部の曲率半径R3:5mm
強度補強部の高さh:50mm
Example 5
In this example, a blow-molded container was produced in which a first curved portion and a second curved portion were formed as a strength reinforcement portion. That is, the strength reinforcement portion was formed so that the first outer curved surface of the first curved portion continued from the body portion to the second curved portion, and the second outer curved surface of the second curved portion continued from the first curved portion to the contact surface of the bottom. Furthermore, the first outer curved surface was tangent to the outer wall surface of the body portion, and the second outer curved surface was tangent to the contact surface of the bottom portion. Other than these, the blow-molded container of this example was produced in the same manner as in Example 1 (see FIG. 12 ). The shape and dimensions of the blow-molded container of this example are shown below.
Blow molded container height H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ48.96 mm
Radius of curvature R2 of the first curved portion: 64.6 mm
Radius of curvature of second curved portion R3: 5 mm
Height of the strength reinforcement part h: 50 mm

(実施例6)
本実施例に於いては、形状寸法を以下の通りに変更した。それ以外は、実施例5と同様にして、本実施例に係るブロー成形容器を作製した(図13参照)。
ブロー成形容器の高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ81.99mm
第1湾曲部の曲率半径R2:259.75mm
第2湾曲部の曲率半径R3:5mm
強度補強部の高さh:50mm
Example 6
In this example, the shape and dimensions were changed as follows: A blow-molded container according to this example was produced in the same manner as in Example 5 (see FIG. 13).
Blow molded container height H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ81.99 mm
Radius of curvature R2 of the first curved portion: 259.75 mm
Radius of curvature of second curved portion R3: 5 mm
Height of the strength reinforcement part h: 50 mm

(比較例3)
本比較例に於いては、第2湾曲部の第2外側湾曲面のみを底部の接地面に正接させ、かつ、形状寸法を以下の通りに変更した。それら以外は、実施例5と同様にして、本比較例に係るブロー成形容器を作製した(図14参照)。
ブロー成形容器の高さH:225mm
ブロー成形容器の厚さ:1mm
胴部の(外側壁面)の外径D1:φ100mm
接地面の外側輪郭線の直径D2:φ88.43mm
第1湾曲部の曲率半径R2:259.75mm
第2湾曲部の曲率半径R3:5mm
強度補強部の高さh:35mm
(Comparative Example 3)
In this comparative example, only the second outer curved surface of the second curved portion was tangent to the contact surface of the bottom, and the shape and dimensions were changed as follows: A blow-molded container according to this comparative example was produced in the same manner as in Example 5 (see FIG. 14 ).
Blow molded container height H: 225 mm
Thickness of blow molded container: 1 mm
Outer diameter D1 of the body (outer wall): φ100 mm
Diameter D2 of the outer contour of the ground contact surface: φ88.43 mm
Radius of curvature R2 of the first curved portion: 259.75 mm
Radius of curvature of second curved portion R3: 5 mm
Height of reinforced part h: 35 mm

(座屈強度試験)
各実施例及び比較例に係るブロー成形容器に対応した3D-CADモデル(ダッソー・システムズ(株)製、ソフトウェア名:SolidWorksにてモデル作成)に対し、強度解析シミュレーションSimulationXpress解析ウィザードを用いて、それぞれ座屈強度解析を行い、座屈変形の程度を確認した。
(Buckling strength test)
A buckling strength analysis was performed on the 3D-CAD models (models created using software named SolidWorks, manufactured by Dassault Systèmes) corresponding to the blow-molded containers of each Example and Comparative Example using the strength analysis simulation SimulationXpress analysis wizard, and the degree of buckling deformation was confirmed.

すなわち、各ブロー成形容器の3D-CADモデルに対し、各ブロー成形容器の底部側から、当該底部に対し垂直方向に100Nの圧縮荷重を加える設定で強度解析シミュレーションを実施した。また、圧縮荷重を加えられることにより、各ブロー成形容器の口部及び肩部が座屈変形しない様に固定する設定を行った。また、各ブロー成形容器の樹脂材料及びその物性値は以下の通りとした。
樹脂材料の種類:高密度ポリエチレン(HDPE)
弾性係数:1.07×10N/m
ポアソン比:0.4101
せん断弾性係数:3.772×10N/m
質量密度:952kg/m
引張強さ:2.21×10N/m
熱伝導率:0.461W/(m・K)
比熱:1796J/(kg・K)
シミュレーション結果は、各ブロー成形容器に生じた応力をミーゼス応力分布として表した。結果を図6~図14にそれぞれ示す。
Specifically, a strength analysis simulation was performed on the 3D-CAD model of each blow-molded container, with a compressive load of 100 N applied perpendicularly to the bottom of each blow-molded container. The application of the compressive load also fixed the mouth and shoulder of each blow-molded container so that they would not buckle. The resin materials and their physical properties for each blow-molded container were as follows:
Resin material type: High density polyethylene (HDPE)
Elastic modulus: 1.07 x 109 N/ m2
Poisson's ratio: 0.4101
Shear modulus: 3.772 x 108 N/ m2
Mass density: 952kg/ m3
Tensile strength: 2.21 x 107 N/ m2
Thermal conductivity: 0.461 W/(m·K)
Specific heat: 1796 J/(kg K)
The simulation results were expressed as a von Mises stress distribution for the stress generated in each blow-molded container, and are shown in Figures 6 to 14, respectively.

シミュレーションの結果、実施例1~6に係るブロー成形容器では、強度補強部の外側湾曲面を胴部の外側壁面、又は胴部の外側壁面と底部の接地面の両方に正接させることで、胴部と底部との間の座屈強度を向上させることが確認された(図6、図8、図9及び図11~図13)。特に、比較例1~3に係るブロー成形容器では、圧縮荷重に起因する座屈(形状)変形が底部の他、胴部側にまで広がっているのに対し、実施例1、3及び6に係るブロー成形容器では、圧縮荷重に起因する座屈変形が底部側で留まっており、座屈強度が向上していることが確認された。 The simulation results confirmed that in the blow-molded containers of Examples 1 to 6, the buckling strength between the body and bottom was improved by making the outer curved surface of the strength reinforcement tangent to both the outer wall surface of the body or the outer wall surface of the body and the contact surface of the bottom (Figures 6, 8, 9, and 11 to 13). In particular, in the blow-molded containers of Comparative Examples 1 to 3, the buckling (shape) deformation caused by the compressive load extended to the body side in addition to the bottom, whereas in the blow-molded containers of Examples 1, 3, and 6, the buckling deformation caused by the compressive load was limited to the bottom side, confirming improved buckling strength.

1、2 ブロー成形容器
11 口部
12 肩部
13 胴部
13a 下端部
13b 外側壁面
14 強度補強部
14a 外側湾曲面
15 底部
15a 接地部
15b 非接地部
15c 接地面
15d 平坦面
15e 傾斜面
17 第1接続部
18 第2接続部
24 強度補強部
24a 第1湾曲部
24b 第2湾曲部
24c 第1外側湾曲面
24d 第2外側湾曲面
1, 2 Blow molded container 11 Mouth part 12 Shoulder part 13 Body part 13a Lower end part 13b Outer wall surface 14 Reinforcement part 14a Outer curved surface 15 Bottom part 15a Ground contact part 15b Non-contact part 15c Contact surface 15d Flat surface 15e Slope surface 17 First connection part 18 Second connection part 24 Strength reinforcement part 24a First curved portion 24b Second curved portion 24c First outer curved surface 24d Second outer curved surface

Claims (5)

中空状の有底筒体を有するブロー成形容器であって、
口部と、
前記口部の下方に連なる円筒状の胴部と、
前記胴部の下方に連なり、容器外方に凸状に湾曲した強度補強部と、
前記強度補強部に連なり、外周縁に平坦状の接地面を有する底部とを有し、
前記胴部の外側壁面は、前記胴部の少なくとも下端部に於いて、前記底部に対し垂直方向に立設しており、
前記強度補強部は、
前記底部に対し垂直となる方向に於ける前記ブロー成形容器の縦断面に於いて、任意の曲率半径を有する1つの湾曲部からなり、
前記強度補強部の外側湾曲面は前記胴部の前記外側壁面及び前記接地面に正接しており、
前記強度補強部の曲率半径R1は、以下の関係式を満たし、
前記胴部と前記底部の間の座屈強度を補強するブロー成形容器。
R1(mm)=(D1(mm)-D2(mm))/2
(式中、D1は前記胴部の前記下端部の外径を表し、D2は前記接地面の外側輪郭線の直径を表す。)
A blow-molded container having a hollow, bottomed cylindrical body,
The mouth portion and
a cylindrical body portion connected to a lower portion of the mouth portion;
a strength reinforcing portion that is connected to the lower portion of the body portion and curved convexly outward from the container;
a bottom portion connected to the strength reinforcing portion and having a flat ground contact surface on an outer circumferential edge ,
the outer wall surface of the body portion is erected in a direction perpendicular to the bottom portion at least at a lower end portion of the body portion,
The strength reinforcing portion is
In a longitudinal section of the blow-molded container in a direction perpendicular to the bottom, the blow-molded container has one curved portion having an arbitrary radius of curvature,
an outer curved surface of the strength reinforcement portion is tangent to the outer wall surface of the body portion and the ground surface ;
The radius of curvature R1 of the strength reinforcing portion satisfies the following relational expression:
A blow-molded container that reinforces the buckling strength between the body and the base.
R1 (mm) = (D1 (mm) - D2 (mm))/2
(where D1 represents the outer diameter of the lower end of the body, and D2 represents the diameter of the outer contour of the contact patch.)
中空状の有底筒体を有するブロー成形容器であって、A blow-molded container having a hollow, bottomed cylindrical body,
口部と、A mouth portion and
前記口部の下方に連なる円筒状の胴部と、a cylindrical body portion connected to a lower portion of the mouth portion;
前記胴部の下方に連なり、容器外方に凸状に湾曲した強度補強部と、a strength reinforcing portion that is connected to the lower portion of the body portion and curved convexly outward from the container;
前記強度補強部に連なり、外周縁に平坦状の接地面を有する底部とを有し、a bottom portion connected to the strength reinforcing portion and having a flat ground contact surface on an outer circumferential edge,
前記胴部の外側壁面は、前記胴部の少なくとも下端部に於いて、前記底部に対し垂直方向に立設しており、the outer wall surface of the body portion is erected in a direction perpendicular to the bottom portion at least at a lower end portion of the body portion,
前記強度補強部は、The strength reinforcing portion is
前記底部に対し垂直となる方向に於ける前記ブロー成形容器の縦断面に於いて、曲率半径が相互に異なる第1湾曲部及び第2湾曲部が連なって設けられたものであり、a first curved portion and a second curved portion having mutually different radii of curvature are provided in series in a longitudinal section of the blow-molded container in a direction perpendicular to the bottom,
前記第1湾曲部の外側湾曲面は前記胴部の前記外側壁面に正接し、前記第2湾曲部の外側湾曲面は前記接地面に正接しており、an outer curved surface of the first curved portion is tangent to the outer wall surface of the body portion, and an outer curved surface of the second curved portion is tangent to the ground surface;
前記第1湾曲部の曲率半径が、前記第2湾曲部の曲率半径よりも大きく、The radius of curvature of the first curved portion is larger than the radius of curvature of the second curved portion,
前記胴部と前記底部の間の座屈強度を補強するブロー成形容器。A blow-molded container that reinforces the buckling strength between the body and the base.
前記外側壁面の直径に対する前記接地面の外側輪郭線の直径の比が、50%以上、90%以下である請求項1又は2に記載のブロー成形容器。 3. The blow-molded container according to claim 1, wherein the ratio of the diameter of the outer contour line of the contact surface to the diameter of the outer wall surface is 50% or more and 90% or less. 前記底部は、前記接地面の内側に非接地部を有し、the bottom portion has a non-grounded portion inside the grounded surface,
前記非接地部は、前記接地面に連なる傾斜面と、前記傾斜面に連なり、かつ、前記接地面よりも高さ位置が上方にある平坦面とを有する請求項1~3の何れか1項に記載のブロー成形容器。The blow-molded container according to any one of claims 1 to 3, wherein the non-ground contact portion has an inclined surface that is continuous with the ground contact surface, and a flat surface that is continuous with the inclined surface and is located at a height higher than the ground contact surface.
前記接地面と前記平坦面との間の高さ位置の差が、2mm以上、4mm以下である請求項4に記載のブロー成形容器。5. The blow-molded container according to claim 4, wherein the difference in height between the contact surface and the flat surface is 2 mm or more and 4 mm or less.
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* Cited by examiner, † Cited by third party
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