200535056 九、發明說明： 【發明所屬之技術領域】 本發明有闕於一種倉都加^ 之JL外型，以一多、木，该負載架包含一具有突出 一負载。 支樓之上的固定距離，該等突出用於支撐 用於分配托架物件的值 托架大部分為具有標準尺寸的，^^ 件。 、、木貝托架，上面負載著物 目前已經有若+ X丄# ^ A.3 702 1G〇就是_個旨5ί以塑膠模製此類㈣，US-大部分設有内部突肋些特殊且傳統托架的支撑腳 由於此類傳統托架具有不少的缺 實施例嘗試將此類把架以其元件替：已經有若干 的範例為㈣純/38471中所說項最新 旦此類負載架的負載承受容量一般為突出六 里所主控。若干措施已經被採取， 出7叉谷 >(Β Β ? ^ ^ u該專大出的強度。 進；疋我們感覺到相關於突出的負載承受容量仍有更 :改善的空間，進而整個負載架的負載 菩將是一項高度需求。 里日^又 【發明内容】 此類改善可依據本發明的下列組合來加以獲得：在突 200535056 出的側壁上使用普通的垂直強化波紋，然後在突出的底部 内建強化突肋，使得所述突肋朝突出的側壁延伸。 經過若干實施例的計算和實際測試，其顯示：由一超 負荷所造成的實際崩潰之前，突出的側壁將先往外隆起， 隆I邰刀主要集中在下半部靠近突出的底部之處，使得突 出的底部將具有向上或向内隆起的趨勢。在另一實施例當 中側壁在朋潰之前將先行往内隆起。 此等趨勢將為強化突肋所阻止，所以在突出不必增加 材料厚度或改善材料品質的情況下，冑出自可承受一較高 的負載。因此，該負載承受容量可增力σ 2G%或甚至更大之 比率 〇 遠等強化突肋可在負載架的縱長方向或垂直方向 刀π 一口J行性為 木的縱長方向和垂直方向同時延伸200535056 IX. Description of the invention: [Technical field to which the invention belongs] The present invention has a JL appearance of a warehouse, and the load frame includes a load and a load. A fixed distance above the branch, these protrusions are used to support the value used to distribute the brackets. The brackets are mostly of standard size, ^^ pieces. 、、 Mussel bracket, the load on it is already there + X 丄 # ^ A.3 702 1G〇 is _ Gezhi 5ί Molded with plastic such ㈣, most of the US-built with internal ribs some special Moreover, the supporting feet of traditional brackets have many missing embodiments due to such traditional brackets. Attempts have been made to replace such grips with their components: there are already a few examples of the latest such loads as described in ㈣ 纯 / 38471. The load bearing capacity of the rack is generally controlled by the prominent Liuli. Several measures have been taken to give out 7 fork valleys> (Β Β? ^ ^ U the strength of the junior college. Advance; 疋 We feel that there is still more relevant for outstanding load bearing capacity: room for improvement, and then the entire load The load of the frame will be a high demand. Liri ^ [Summary of the Invention] Such improvements can be obtained according to the following combination of the present invention: using ordinary vertical reinforced corrugations on the side wall of the projection 200535056, and then protruding The reinforced ribs are built into the bottom of the frame, so that the ribs extend toward the protruding side wall. After calculations and actual tests in several embodiments, it is shown that before the actual collapse caused by an overload, the protruding side wall will bulge outward first. The shovel I is mainly concentrated in the lower half near the protruding bottom, so that the protruding bottom will have a tendency to bulge upward or inward. In another embodiment, the side wall will bulge inward before it breaks. The trend will be prevented by strengthening the ribs, so the protrusion can withstand a higher load without increasing the thickness of the material or improving the quality of the material. Therefore The load bearing capacity booster σ 2G% or even more of the ratio of square away like reinforcing rib may be a J line of extension at the same time the wood longitudinal direction and a vertical direction π in the longitudinal direction or vertical direction blade loading frame
在一長度明顯大於寬度的突出 忠壯办 裡碩僅在垂直方向上 衣大肋將是最有效的方式，妙 用乂 一 飞然而，袼子構型可較佳地使 在底邛貫質上為正方形的突出當中。 在一實用的範例當中，每_纟 和寬3毫米之尺寸。 強化大肋可具有南8毫米 【實施方式】 一負載架 再循環塑膠（ 1表示於圖1 較佳地係為聚 當中。該負載架1較佳地為 丙烯州之射出模製L造型 可 6 200535056 其下腳2女I突出或腳3，在所示實施例當中，三個突出 3用於承載地面或其他支撐之上的單位負荷，並且能夠控 制運用於一般木質板架上之物品的普通處理設備，該等木 質板架目前廣泛地使用在分配系統當中。其上_ 4 一般係 平面的，並支樓一將為負載架所承受的單位負載之垂直側 表面。 在一實際（但非限制性）的實施例當中，該負載架i 的整體長度可為760毫来，In a prominent loyalty with a length that is significantly larger than the width, it is the most effective way to coat the ribs only in the vertical direction. It is a wonderful use. However, the configuration of the shuttlecock can better make the bottom of the shuttlecock square. Among them. In a practical example, each size is 3 mm wide. The reinforced ribs may have a south 8 mm. [Embodiment] A load frame recycled plastic (1 is shown in Figure 1 is preferably in the center. The load frame 1 is preferably a polypropylene injection molding L shape can be 6 200535056 Its lower foot 2 female I protrude or foot 3, in the embodiment shown, three protrusions 3 are used to carry the unit load on the ground or other support, and can control the general handling of items used on general wooden planks Equipment, such wooden board racks are currently widely used in distribution systems. The above _ 4 are generally flat, and the branch side will be the vertical side surface of the unit load that the load rack will bear. In an actual (but not limited) In the embodiment), the overall length of the load frame i may be 760 millimeters,
毛木下腳2和上腳4的寬度分別為 180¾米和1〇〇毫米。突出 ^ 大出3可具有35毫米的高度和75 耄米的覓度。該中央突出可 ^ y ^ , 八另1的笔未的長度，其他兩 外或側犬出則可具有一 75毫米的長度。 早位負載（例如，由甚；丨a ^ ^ y ^ 由干小包所組成者）將被放置 在兩個或更多個負載架丨 置 、 、 之上，較佳地，該I彳立畜恭且古 皮帶和/或拉伸或收縮包裝 早位負載八有 都而初—时 氏（布）。針對一較大的單位負 載，兩個在早位負載下緣 、 夠的，作是，匕相對放置的負載架1將是足 1: 之單位負载，兩個或甚至更… 載架1可安褒在每一單位負 4甚：更夕的負 寬度係可考；t的，丨主況τ 、、处。如果單位負載的 可恿的況下，則在一單位 架1(每一下绫 負载上使用四個負载 每一負載架1可暴露於—人 各一^一 戰木υ係同時可能的。 理的重量和負載，用於評 估一負载架的最大允許負載之最 里和負載，用 用於決定突出3(以及因而負载 —分是其突出3。 數有：材料的選取、材料的厚度、上^最大負載的參 的傾斜度。 & 犬出的向度和突出側壁 7 200535056 用於改善突出3之負載承受能力的重要方法之—為： 提供如圖:所示之具有波紋的側壁。但是，基於清楚表示 起見，此等波紋在其他圖例裡係省略的。 -特定實施例的實際測試和計算顯示：在最後崩潰之 前2出3將採取圖3所示的形狀，亦即，突出的側壁在 十分罪近其等下末端處將往外隆起，使得突出的底部具有 向内或向外隆起的趨藝。名 一 、]題勢在另外一個實施例，該等側壁將 往内隆起。 土骑 與側壁波紋相結合，在此方面的一可觀 發明來獲得，亦即，在A 塬本 P在大出3的底部内建朝突出側壁延伸 的強化突肋5。 f :際上安：此類強化突肋5的可能圖例表示在圖扣6 :办°其中’每一圖例表示從上方投視的一負載架的側或 、、,出3。為簡單起見，該突出以平面側壁來表示，亦即， 示出實際實施例中所安裝的強化波紋。突出的底 係女边一排水孔6。 在圖4當中，四強化突肋5以垂直於負載架i的縱長 ^來延伸。在圖5當中’兩強化突肋5以負載架！的縱 ^ /來I伸。在圖6當中，四強化突肋5以格子模式安 、兩方向（縱長方向和垂直方向）之上。 圖 7 /έ ’、具有強化側壁波紋的實際中央突出之透視 〇 '^口 J:】j·^ ^ D圖4所示一般，其底部可安裝例如8個垂直於負 木1之縱長方向的強化突肋5。 ' 、 如圖 7 Φ % - ^ 仏丨 甲所不一般，，亥相同的負載架的側或末突出可 8 200535056 具有如圖6所安裝的強化突肋。 事實上，該等突肋5可具有8毫米的高度# 3毫米的 寬度’但是’其它的尺寸同樣是可能的。為允許工具公差 起見’该專突肋5可略具圓錐的形狀。 一具有側壁波紋同時安裝強化突肋5的負載承受容量 之改善係十分可觀的，其量級約纟2()%之譜。如果用於不 具強化底部突肋5的負載架之負載承受容量是刪公斤， 則/、有強化大月力5㈤負載架之負載承受容量可約達 公斤，此特質在許多應用當中是十分重要的。 等強化大肋5可提供額外的優點：誠如不具底部突 肋之實施例，負截靼】π + & 一 貝戟木1可在其等突出3不會黏附在一起的 情況下彼此堆疊在一起。 土本上具有強化突肋5的優點將隨著突出3高度的 增加而增加。為了 u如 便負载處理設備的突出3之間具有更多 的空間，此類黑疮 、。又的彡日加係一切合實際的可行性。 【圖式簡單說明】 本發明的钱4 ° 、、、田說明可參考以下之圖式，其中： 圖1係~备#力口 m 〇 、載木從上方投視的立體圖。 圖2係表示於蘭，& "、圖1當中的負載架之從底部投視的立體 圖3表示圖 §中的負載架處於一實質上全負載的情 圖4-6表-鱼、 不負载架之側方突出的一平面圖，該突出與 9 200535056 本發明形成部件之安裝相配合。 圖7表示從負載架之中央突出的上方所投視之立體 圖，該突出與本發明形成部件之安裝相配合。 【主要元件符號說明】 1 負載架 2 下腳 3 突出、腳 4 上腳 5 強化突肋 6 排水孔The width of the lower feet 2 and upper feet 4 of the wood is 180 ¾ meters and 100 mm, respectively. Prominent ^ Big Out 3 can have a height of 35 mm and a depth of 75 mm. The central protrusion may be ^ y ^, and the length of the other two pens may be one, and the other two may be a length of 75 mm. An early load (for example, consisting of: 丨 a ^ ^ y ^ consisting of dry packets) will be placed on two or more load racks, preferably, and Respectfully, ancient belts and / or stretch or shrink packages are loaded at an early stage-Shishi (cloth). For a large unit load, two at the lower edge of the early load are enough. As a result, the load frame 1 placed opposite the dagger will be a unit load of two feet. Two or even more ...负 is minus 4 in each unit: more negative widths can be considered; t, 丨 the main condition τ,, and. If the unit load is susceptible, then one unit rack 1 (four loads are used on each lower load). Each load rack 1 can be exposed to—one person and one battle frame. It is possible at the same time. Weight and load are used to evaluate the maximum allowable load and maximum load of a load frame, and are used to determine the protrusion 3 (and thus the load-point is its protrusion 3.) The factors are: selection of materials, thickness of materials, upper ^ The inclination of the parameter with the maximum load. &Amp; The direction of the dog and the protruding side wall 7 200535056 One of the important methods for improving the load bearing capacity of the protruding 3-is to provide a corrugated side wall as shown in the figure: However, For the sake of clarity, these ripples are omitted in other legends.-Actual tests and calculations for specific embodiments show that 2 out 3 will take the shape shown in Figure 3 before the final crash, that is, protruding side walls Near the lower end of the tenth crime, it will bulge outward, so that the protruding bottom has the tendency to bulge inward or outward. Name one,] In another embodiment, the side walls will bulge inward. With side Combined with wall corrugation, a considerable invention in this regard is obtained, that is, in the bottom of the A and P, the built-in reinforced ribs 5 extending towards the protruding side walls are built in the bottom. A possible illustration of the rib 5 is shown in Figure 6: where ° Each illustration represents the side of a load frame viewed from above or ,,, and 3. For simplicity, the protrusion is represented by a planar side wall, That is, the reinforced corrugations installed in the actual embodiment are shown. The protruding bottom is a female hole and a drainage hole 6. In FIG. 4, four reinforced ribs 5 extend perpendicular to the length ^ of the load frame i. In FIG. 5, the two reinforcing ribs 5 are stretched by the vertical direction of the load frame! In FIG. 6, the four reinforcing ribs 5 are arranged in a lattice pattern and are in two directions (longitudinal direction and vertical direction). 7 / έ ', the perspective of the actual central protrusion with reinforced side wall corrugation. 0' ^ 口 J:】 j · ^ ^ D Generally shown in Figure 4, the bottom can be installed with, for example, eight perpendicular to the lengthwise direction of the negative wood 1. Reinforcement rib 5. ', as shown in Figure 7 Φ%-^ 丨 The former is not normal, and the side or end of the same load frame can protrude 8 200535056 has reinforced ribs installed as shown in Figure 6. In fact, the ribs 5 may have a height of 8 mm # width of 3 mm 'but' other sizes are also possible. To allow tool tolerances, 'this The special protruding rib 5 may have a slightly conical shape. The improvement of the load bearing capacity of the ribs with side wall corrugation and the reinforcement rib 5 is very considerable, and its magnitude is about 纟 2 ()%. If it is used without a reinforced bottom The load bearing capacity of the load frame of the rib 5 is to delete kilograms, so the load bearing capacity of the load frame with reinforced large monthly force 5 can reach about kilograms, which is very important in many applications. An additional advantage can be provided: as in the embodiment without the bottom ribs, the negative cut π + & a halberd wood 1 can be stacked on top of each other without their protrusions 3 sticking together. The advantage of having a reinforcing rib 5 on the soil will increase as the height of the protrusion 3 increases. In order for u to have more space between the protrusions 3 of the load processing equipment, this type of measles. The next day's addition is all practical feasibility. [Brief description of the drawing] The description of the money 4 ° ,,, and the field of the present invention can refer to the following drawings, of which: Figure 1 is a perspective view of the top of the wooden tree when viewed from above. Figure 2 shows Yu Lan, & ", the perspective view from the bottom of the load rack in Figure 1, Figure 3 shows the load rack in Figure § is a substantially full load situation Figure 4-6 Table-Fish, No A plan view of a side protrusion of the load frame, the protrusion being matched with the installation of the forming member of the present invention. Fig. 7 shows a perspective view from above of a projection protruding from the center of the load frame, which projection cooperates with the mounting of the forming member of the present invention. [Description of main component symbols] 1 Load frame 2 Lower foot 3 Protrusion, foot 4 Upper foot 5 Reinforced rib 6 Drain hole
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