JP3226071U - Freight rack - Google Patents
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- JP3226071U JP3226071U JP2019003761U JP2019003761U JP3226071U JP 3226071 U JP3226071 U JP 3226071U JP 2019003761 U JP2019003761 U JP 2019003761U JP 2019003761 U JP2019003761 U JP 2019003761U JP 3226071 U JP3226071 U JP 3226071U
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Abstract
【課題】貨物の積載量と積載重量を大幅に向上させながら、ラック自体の重量を抑えた貨物輸送用ラックを提供する。【解決手段】貨物輸送用ラックは梁A1と、梁A1間を接続する梁A2により構成される積載上部とその両端に構成される脚部B1、B2からなり、積載上部と脚部は直接溶接あるいは溶接以上に強度がある接手により間接的に接続される。積載上部に使用する梁A1は、断面係数が45cm3以上で降伏点又は耐力が200MPa以上の材を使用し、且つ、積載上部と垂直に接続され、断面係数が20cm3以上で降伏点又は耐力が200MPa以上の脚部B1、または、積載上部と斜に接続され、断面係数が20cm3以上で降伏点又は耐力が200MPa以上の脚部B2を有する。脚部B1、B2は補強板D1により補強されている。【選択図】図3PROBLEM TO BE SOLVED: To provide a rack for freight transportation in which the weight of the rack itself is suppressed while significantly increasing the load capacity and the load weight of cargo. A freight transport rack comprises a beam A1 and a loading upper part constituted by a beam A2 connecting the beams A1 and leg parts B1 and B2 formed at both ends thereof. The loading upper part and the leg part are directly welded. Alternatively, the joint is indirectly connected by a joint that is stronger than welding. The beam A1 used for the loading upper part uses a material having a section modulus of 45 cm3 or more and a yield point or proof stress of 200 MPa or more, and is connected vertically to the loading top, and has a section modulus of 20 cm3 or more and a yield point or proof stress of 200 MPa. The above-mentioned leg B1 or the leg B2 obliquely connected to the loading upper part and having a section modulus of 20 cm3 or more and a yield point or proof stress of 200 MPa or more is included. The legs B1 and B2 are reinforced by a reinforcing plate D1. [Selection diagram] Fig. 3
Description
本考案は、大型輸送用車両(以下トラック)を用いる輸送において荷台に貨物を効率よく積載することを可能にする貨物輸送用ラックに関するものである。 The present invention relates to a cargo transportation rack that enables efficient loading of cargo on a bed in transportation using a large transportation vehicle (hereinafter referred to as a truck).
積載した貨物の上方の空き空間を有効に利用するため、貨物の上方にラックを設置し、そのラック上にさらに貨物を搭載する貨物輸送用ラックがある。 In order to effectively utilize the empty space above the loaded cargo, there is a cargo transportation rack in which a rack is installed above the cargo and further cargo is loaded on the rack.
意匠登録 第1632503号広報
意匠登録 第0920802号広報Design registration No. 1632503 public information Design registration No. 0920802 public information
大型トラックでの輸送において、貨物輸送用ラックを複数台使用する場合に、従来型の前後方向に短い形状のラックではラック1台に搭載できる貨物の量が比較的少ない為、搭載するラック自体の台数が多くなり、作業性と積載効率性が低下してしまう問題がある。それを解決するために前後方向に伸長させた貨物輸送用ラックも存するが、耐荷重が低く、それを超える重量物を積載するとラックにたわみ変形や座屈が生じる。その変形を防止するために側部に大きな筋交を入れるとウイングトラックの長所である積込の作業性が低下する。
即ち、積載重量の増大と貨物用ラックの伸長を両立させることができなかった。また、トラックには最大積載荷重が制限されている為、貨物輸送用ラック自体の重量を抑える必要がある。When using multiple freight transportation racks for transportation by heavy truck, the conventional racks with a short shape in the front-rear direction can carry a relatively small amount of cargo per rack. There is a problem that the number of units increases and workability and loading efficiency decrease. In order to solve the problem, there is a freight transportation rack that is extended in the front-rear direction, but it has a low withstand load, and if a heavy load exceeding it is loaded, the rack will be deformed and buckled. If large braces are placed on the sides to prevent the deformation, the workability of loading, which is an advantage of the wing truck, is reduced.
That is, it was not possible to achieve both an increase in the loaded weight and an extension of the freight rack. Moreover, since the maximum load capacity of the truck is limited, it is necessary to reduce the weight of the freight transportation rack itself.
本考案は、貨物輸送用ラックの構造に係る考案であって、貨物の積載量と積載重量を大幅に向上させながら、ラック自体の重量を抑えたラックである。
(イ)積載重量の大幅な向上
(ロ)(イ)に伴う本貨物輸送用ラック自体の重量を抑える。
(ハ)積載部の作業性の向上
以上の課題を解決するために考案されたものである。The present invention relates to the structure of a freight transport rack, and is a rack in which the weight of the rack itself is suppressed while significantly increasing the load capacity and load weight of cargo.
(A) Significantly increase the loading weight (b) Reduce the weight of the freight transport rack itself due to (a).
(C) Improving workability of the loading section This was devised to solve the above problems.
本考案に係る貨物輸送用ラックは梁A1と、梁A1間を接続する梁A2により構成される積載上部とその両端に脚部B1と脚部B2より構成される脚部からなり、積載上部と脚部は直接溶接あるいは溶接以上に強度がある接手により間接的に接続される。積載上部に使用する梁A1は、断面係数が45cm3以上で降伏点又は耐力が200MPa以上の材を使用し、且つ、積載上部と垂直に接続され、断面係数が20cm3以上で降伏点又は耐力が200MPa以上の脚部B1、または、積載上部と斜に接続され、断面係数が20cm3以上で降伏点又は耐力が200MPa以上の脚部B2を有する。このB1またはB2については補強板D1とD2により補強されている。この構造により前後左右上下3方向の耐荷重を向上させながらも、ラック自体を軽量に、積載上部には既製品よりさらなる積載を可能にした。さらに、下方からの視認性がありながら、作業員または貨物が滑りにくい天板を有する構造を有し、安全に貨物を輸送するための強度を保持する貨物輸送用ラックの構造に関するものである。The freight transport rack according to the present invention comprises a beam A1 and a loading upper part constituted by a beam A2 connecting the beams A1 and a leg part constituted by a leg B1 and a leg B2 at both ends thereof. The legs are either directly welded or indirectly connected by a joint that is stronger than the weld. The beam A1 used for the loading upper part uses a material having a section modulus of 45 cm 3 or more and a yield point or proof stress of 200 MPa or more, and is connected vertically to the loading top, and has a section modulus of 20 cm 3 or more and a yield point or proof stress. Has a leg portion B1 of 200 MPa or more, or a leg portion B2 obliquely connected to the loading upper portion and having a section modulus of 20 cm 3 or more and a yield point or a yield strength of 200 MPa or more. This B1 or B2 is reinforced by reinforcing plates D1 and D2. With this structure, the load capacity in the front, rear, left, right, up, and down directions can be improved, while the weight of the rack itself is reduced, and the upper part of the rack can be loaded more than ready-made products. Further, the present invention relates to the structure of a freight transportation rack that has a structure that has a top plate that does not allow a worker or cargo to slip easily while being visible from below, and that has strength for safely transporting freight.
以下、図に示す実施の形態により本考案をさらに詳細に説明する。
なお、本考案の技術的範囲は、以下の記載や図面のみに限定されるものではない。Hereinafter, the present invention will be described in more detail with reference to the embodiments shown in the drawings.
The technical scope of the present invention is not limited to the following description and drawings.
貨物輸送用ラックは貨物を積載した状態でトラックの荷台に搭載され輸送されるため、輸送中の加速度により様々な方向に強い荷重が掛かる。荷重はトラックの左右方向(x方向)、前後方向(y方向)と上下方向(z方向)に分解して考慮できる。 Since the freight transport rack is loaded with freight and mounted on the bed of a truck for transportation, a strong load is applied in various directions due to acceleration during transportation. The load can be considered by disassembling it in the left-right direction (x direction), the front-back direction (y direction) and the up-down direction (z direction) of the track.
本考案の貨物輸送用ラックに使用する材は、降伏点又は耐力が200MPa以上の材料である。具体的な材料としては一般構造用角形鋼管が安価で入手が容易であり、機械的性質がJIS規格において規格化されており用いやすいが、その他の材、形状を用いても問題はない。 The material used for the freight transportation rack of the present invention is a material having a yield point or proof stress of 200 MPa or more. As a specific material, a square steel pipe for general structure is inexpensive and easily available, and its mechanical properties are standardized in JIS standard, so that it is easy to use, but there is no problem even if other materials and shapes are used.
(I)梁A1の前後方向の長さについては、積載量を確保した上でフォークリフトにて容易に運搬が可能であり、本耐重量構造が有効である長さである2.5mから3.7mに限定する。梁A1の上下方向(z方向)の一般構造用角形鋼管の材の断面で一番大きい箇所の外寸を外高(H)、左右方向(x方向)の一番大きい箇所の外寸を外幅(W)とすると、梁の外高が同じ場合の単位重さ当たりの強度は外幅の増加に対して対数的な増加となる。構造としては重量を抑えながら強度を確保するには梁A1の本数は安全性を確保しながら最小限に重量の増加を抑えることができる3本が好ましい。下段の貨物の間口は梁A1の外高はトラック等の荷台の大きさより考察すると広い間口を得るには180mm以下が好ましい。 (I) The length of the beam A1 in the front-rear direction can be easily transported by a forklift after securing the load capacity, and the length is 2.5 m, which is the length at which the present weight-resistant structure is effective. Limited to 7m. In the vertical direction (z direction) of the beam A1, the outer dimension of the largest part in the cross section of the rectangular structural steel pipe for general structure is the outer height (H), and the outer dimension of the largest part in the left and right direction (x direction) is the outer dimension. When the width (W) is used, the strength per unit weight when the outer height of the beam is the same increases logarithmically with the increase of the outer width. In terms of the structure, in order to secure the strength while suppressing the weight, it is preferable that the number of the beams A1 is three, which can suppress the increase in the weight to the minimum while ensuring the safety. Considering the outer height of the beam A1 of the lower cargo front, considering the size of the cargo bed such as a truck, 180 mm or less is preferable in order to obtain a wide frontage.
上記の条件において外幅(W)と外高(H)が同じく125mmの断面係数が45cm3以上である一般構造用角形鋼管を3本使用した本考案品の場合と、外幅(W)と外高(H)が共に75mmの断面係数が45cm3未満である一般構造用角形鋼管を4本使用した場合と比較すると、耐荷重は上下方向(z方向)では224%改良した。
また、外幅(W)=75mmで外高(H)=125mmの断面係数が45cm3未満である一般構造用角形鋼管を4本使用した場合と比較すると、耐荷重は上下方向(z方向)では9.6%改良、左右方向(x方向)については44.9%改良した。重量に関しては5.5%の軽量化する。Under the above conditions, the outer width (W) and the outer height (H) are 125 mm, and the cross-section coefficient is 45 cm 3 or more. Compared to the case of using four general structural rectangular steel pipes having an outer height (H) of 75 mm and a sectional modulus of less than 45 cm 3 , the load resistance was improved by 224% in the vertical direction (z direction).
Also, compared with the case of using four general structural rectangular steel pipes having an outer width (W) of 75 mm and an outer height (H) of 125 mm and a cross-sectional modulus of less than 45 cm 3 , the load bearing capacity is vertical (z direction). The improvement was 9.6%, and the improvement in the left-right direction (x direction) was 44.9%. The weight is reduced by 5.5%.
(II)脚部の寸法については前後方向(y方向)の変形について考慮が必要である。脚部は積載上部を支点とした片持ち梁構造となっている。さらに積載上部より接地面へ脚部B2を斜に配することにより脚部のまた前後方向(y方向)と左右方向(x方向)への脚部と積載上部との接続部の変形を防ぐことができる。B1とB2について前後方向の荷重への耐久性の向上を図る為、断面係数が20cm3以上である断面の一辺が75mm以上の一般構造用角形鋼管をB1とB2について併せて4本以上使用する。断面の一辺が75mmの一般構造用角形鋼管をB1に3本、B2に2本(積載上部との角度50°)使用し、積載上部と溶接した場合、75mmの正方形の材を片側2本のみ使用し、溶接した場合と比較すると、接続面積の増大も加味すると前後方向(y方向)への耐荷重は200%以上改良した。左右方向(x方向)の耐荷重については他の方向の耐荷重と比して十分である。(II) Regarding the dimensions of the legs, it is necessary to consider deformation in the front-rear direction (y direction). The legs have a cantilever structure with the loading upper part as a fulcrum. Further, by obliquely arranging the leg portion B2 from the upper portion of the load to the ground plane, the deformation of the connection portion between the leg portion and the upper portion of the load in the front-back direction (y direction) and the left-right direction (x direction) is prevented. You can In order to improve the durability of B1 and B2 to the load in the front-rear direction, use four or more rectangular steel pipes for general structure having a section modulus of 20 cm 3 or more and a side of 75 mm or more in total for B1 and B2. . When three square steel pipes for general structure with a side of 75 mm are used for B1 and two for B2 (angle of 50 ° with the loading upper part) and welded to the loading upper part, there are only 75 mm square materials on each side. Compared with the case of using and welding, the load resistance in the front-rear direction (y direction) was improved by 200% or more in consideration of the increase in the connection area. The withstand load in the left-right direction (x direction) is sufficient as compared with the withstand load in the other directions.
脚部の本数については、脚部B1と脚部B2を合わせた本数は前後方向(y方向)の耐荷重の改善と重量を考慮すると片側4本以上8本以下が好ましい。 Regarding the number of legs, the total number of legs B1 and B2 is preferably 4 or more and 8 or less on one side in consideration of improvement of load resistance in the front-rear direction (y direction) and weight.
脚部については、脚部と積載上部との接続境界上にD1の部材を取り付けることにより、前後方向(y方向)の耐荷重への寄与が期待できる。また、脚部と積載上部との内角にD2を配することでその効果の増大が期待されるが、D2が大き過ぎると貨物と干渉し、積込作業に支障をきたす。D2は7.5cm3以上120cm3以下が好ましい。As for the legs, by attaching the member D1 on the connection boundary between the legs and the upper portion of the stack, it can be expected to contribute to the withstand load in the front-rear direction (y direction). Further, it is expected that the effect is increased by arranging D2 at the inner angle between the leg portion and the upper portion of the loading, but if D2 is too large, it interferes with the cargo and interferes with the loading work. D2 is preferably 7.5 cm 3 or more 120 cm 3 or less.
(I)と(II)の構造を組み合わせることにより、積載荷重の大幅な向上させながら、重量の上昇を抑えることができる。
梁A2については、トラックの荷台の幅に収まる寸法且つ、荷重に耐え、輸送時のバランスを考慮する形態となる。By combining the structures of (I) and (II), it is possible to suppress an increase in weight while significantly improving the loading load.
The beam A2 has a size that fits within the width of the truck bed, bears the load, and takes into consideration the balance during transportation.
A1 積載上部の梁(タテ)
A2 積載上部の梁(ヨコ)
B1 脚部(垂直)
B2 脚部(斜)
C1 接地部
D1 補強金具
D2 補強金具
W A1の断面の幅
H A1の断面の高さ
E.M. 天板(エキスパンドメタル)A1 Beam on top of loading (vertical)
A2 Beam on top of loading (horizontal)
B1 leg (vertical)
B2 leg (oblique)
C1 ground contact portion D1 reinforcing metal fitting D2 reinforcing metal fitting W A1 cross sectional width H A1 cross sectional height E. M. Top plate (expanded metal)
Claims (3)
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JP2019003761U JP3226071U (en) | 2019-09-13 | 2019-09-13 | Freight rack |
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JP2019003761U JP3226071U (en) | 2019-09-13 | 2019-09-13 | Freight rack |
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JP3226071U true JP3226071U (en) | 2020-04-30 |
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