TW202411513A - Heavy grille floor - Google Patents

Heavy grille floor Download PDF

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TW202411513A
TW202411513A TW111134415A TW111134415A TW202411513A TW 202411513 A TW202411513 A TW 202411513A TW 111134415 A TW111134415 A TW 111134415A TW 111134415 A TW111134415 A TW 111134415A TW 202411513 A TW202411513 A TW 202411513A
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rib
heavy
duty
ribs
top plate
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TW111134415A
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TWI831369B (en
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黃建德
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惠亞工程股份有限公司
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Abstract

A heavy grille floor includes a top plate and a rib structure, wherein the rib structure and the top plate are integrally formed with aluminum alloy, and the top plate is formed with a plurality of through holes to form more than 50% ventilation. Therefore, the heavy grille floor can meet the needs of cleanliness of semiconductor process.

Description

重型格柵地板Heavy duty grid floor

本發明係有關一種地板,尤指一種具有高通風率之重型格柵地板。The present invention relates to a floor, in particular to a heavy-duty grid floor with high ventilation rate.

習知高架地板,如TWM626914專利、TWM626915專利、TWM626017專利、TWM626032專利、TWM625241專利、TWM625242專利、TWM625267專利、TWM625270專利、TWM625289專利及TWM596253專利等,除了用於半導體製程之廠區樓地板外,亦可用於製程區之通風地板,但其通風率小於百分之二十,無法滿足通風率之需求。It is known that elevated floors, such as TWM626914 patent, TWM626915 patent, TWM626017 patent, TWM626032 patent, TWM625241 patent, TWM625242 patent, TWM625267 patent, TWM625270 patent, TWM625289 patent and TWM596253 patent, can be used as ventilation floors in process areas in addition to being used as factory floors in semiconductor manufacturing processes. However, their ventilation rate is less than 20%, which cannot meet the ventilation rate requirements.

然而,目前用於水溝蓋之格柵地板係採用焊接方式製作,如TW536257專利,由於焊接成型製程中,容易產生變形,且容易產生缺陷及斷裂。However, the grating floor used for gutter cover is currently manufactured by welding, such as the TW536257 patent. Due to the welding process, it is easy to deform, and it is easy to produce defects and cracks.

再者,現有格柵地板之通風量過小,使得回風量不夠,致使無法滿足半導體製程清淨度之需求。Furthermore, the ventilation volume of the existing grid floor is too small, resulting in insufficient return air volume, which makes it impossible to meet the cleanliness requirements of the semiconductor process.

又,習知格柵地板之結構強度往往不足,故當該格柵地板上承載半導體製程中較重之機台設備時,該格柵地板容易發生碎裂之問題。Furthermore, it is known that the structural strength of the grid floor is often insufficient, so when the grid floor carries heavier equipment in the semiconductor manufacturing process, the grid floor is prone to breakage.

另一方面,現有格柵地板亦有過重的問題,不僅浪費材料,且增加製造的成本。On the other hand, existing grid floors also have the problem of being too heavy, which not only wastes materials but also increases manufacturing costs.

因此,如何克服上述習知技術之種種問題,實已成為目前業界亟待克服之難題。Therefore, how to overcome the above-mentioned problems of the known technology has become a difficult problem that the industry needs to overcome urgently.

鑑於上述習知技術之種種缺失,本發明提供一種重型格柵地板,係包括:天板,係具有相對之地面側與蜂巢側,其中,該天板上形成有複數連通該地面側與蜂巢側之穿孔,以形成50%以上之通風量;以及複數肋骨結構,係與該天板採用鋁合金一體成型鑄造而成,並於該天板之蜂巢側上形成複數凹部,以令各該凹部中具有三個該穿孔,其中,該肋骨結構係由該天板邊緣向中間處依序定義有第一肋骨、第二肋骨、第三肋骨、第四肋骨、第五肋骨、第六肋骨及第七肋骨,且該第一至第七肋骨係作為主肋骨,其相對於該蜂巢側之高度係至少為25公厘。In view of the various deficiencies of the above-mentioned prior art, the present invention provides a heavy-duty grid floor, comprising: a top plate having a ground side and a honeycomb side opposite to each other, wherein a plurality of through holes connecting the ground side and the honeycomb side are formed on the top plate to form a ventilation volume of more than 50%; and a plurality of rib structures, which are integrally formed and cast with the top plate using an aluminum alloy, and a plurality of recesses are formed on the honeycomb side of the top plate, so that each of the recesses has three of the through holes, wherein the rib structure is defined in sequence from the edge of the top plate to the middle as a first rib, a second rib, a third rib, a fourth rib, a fifth rib, a sixth rib and a seventh rib, and the first to seventh ribs are main ribs, and their height relative to the honeycomb side is at least 25 mm.

前述之重型格柵地板中,該複數凹部係陣列排設,以於該蜂巢側上形成蜂巢結構。In the aforementioned heavy-duty grid floor, the plurality of recesses are arranged in an array to form a honeycomb structure on the honeycomb side.

前述之重型格柵地板中,該第一肋骨係形成於該天板邊緣而成為該重型格柵地板之邊肋骨,以作為該重型格柵地板之邊框。In the aforementioned heavy-duty grid floor, the first rib is formed at the edge of the top plate to become the side rib of the heavy-duty grid floor, so as to serve as the side frame of the heavy-duty grid floor.

前述之重型格柵地板中,該第一肋骨相對於該蜂巢側之與該天板之厚度的總和係為59.5公厘,而該天板之厚度為2公厘。In the aforementioned heavy-duty grid floor, the sum of the thickness of the first rib relative to the honeycomb side and the top plate is 59.5 mm, and the thickness of the top plate is 2 mm.

前述之重型格柵地板中,該第一肋骨之寬度為7至9.5公厘。In the aforementioned heavy-duty grid floor, the width of the first rib is 7 to 9.5 mm.

前述之重型格柵地板中,該第一肋骨至第七肋骨相對於該蜂巢側之高度為50至57.5公厘。In the aforementioned heavy-duty grid floor, the height of the first to seventh ribs relative to the honeycomb side is 50 to 57.5 mm.

前述之重型格柵地板中,該第二肋骨至第七肋骨之寬度為3.5至7公厘。In the aforementioned heavy-duty grid floor, the width of the second to seventh ribs is 3.5 to 7 mm.

前述之重型格柵地板中,該肋骨結構於縱向及橫向上係以兩條該第七肋骨形成一井字型肋骨,以將該重型格柵地板分成四個區域,該四個區域中相鄰之第二肋骨、第三肋骨、第四肋骨、第五肋骨及第六肋骨之間係形成25個子區域,各該子區域均具有一凹部,並於該第七肋骨所形成之井字型肋骨之中央部位形成之另一凹部,並於每個子區域均具有三個長條形之該穿孔,以形成50%以上之通風量,且於該天板之四周形成一翼板,使該翼板之厚度均大於該天板之厚度。In the aforementioned heavy-duty grille floor, the rib structure forms a tic-tac-toe rib with two seventh ribs in the longitudinal and transverse directions to divide the heavy-duty grille floor into four areas. 25 sub-areas are formed between the adjacent second ribs, third ribs, fourth ribs, fifth ribs and sixth ribs in the four areas. Each of the sub-areas has a recess, and another recess is formed in the central part of the tic-tac-toe rib formed by the seventh rib. Each sub-area has three long strips of perforations to form a ventilation volume of more than 50%, and a wing plate is formed around the top plate so that the thickness of the wing plate is greater than the thickness of the top plate.

前述之重型格柵地板中,該肋骨結構復包含高度低於該主肋骨之複數輔助肋,且各該輔助肋係對應形成於各該凹部中,以令單一該凹部中係配置兩個該輔助肋。例如,該輔助肋相對於該蜂巢側之高度係為25公厘,且寬度為3公厘。In the aforementioned heavy-duty grid floor, the rib structure further includes a plurality of auxiliary ribs whose height is lower than the main rib, and each of the auxiliary ribs is formed in each of the recesses, so that two auxiliary ribs are arranged in a single recess. For example, the height of the auxiliary rib relative to the honeycomb side is 25 mm, and the width is 3 mm.

前述之重型格柵地板中,該蜂巢側之相對兩側部位之該第一肋骨、該第二肋骨及該第七肋骨之寬度係分別小於該蜂巢側之中間部位之該第一肋骨、該第二肋骨及該第七肋骨之寬度,以減低該重型格柵地板之重量。In the aforementioned heavy-duty grid floor, the widths of the first rib, the second rib and the seventh rib at the opposite sides of the honeycomb side are respectively smaller than the widths of the first rib, the second rib and the seventh rib at the middle part of the honeycomb side, so as to reduce the weight of the heavy-duty grid floor.

前述之重型格柵地板中,該第一肋骨與第二肋骨係於該重型格柵地板之四個角落上形成有腳座,該腳座固定於支撐腳架上。In the aforementioned heavy-duty grid floor, the first rib and the second rib are formed with footrests at the four corners of the heavy-duty grid floor, and the footrests are fixed on the supporting frame.

由上可知,本發明之重型格柵地板中,主要藉由該天板與該複數肋骨結構採用鋁合金一體成型鑄造,以於製作該重型格柵地板時不會產生變形,且不易產生缺陷及斷裂等問題,故相較於習知技術,本發明之重型格柵地板之可靠性極佳。As can be seen from the above, in the heavy-duty grid floor of the present invention, the top plate and the plurality of rib structures are integrally formed and cast with aluminum alloy, so that deformation will not occur during the manufacture of the heavy-duty grid floor, and defects and cracks are not likely to occur. Therefore, compared with the prior art, the heavy-duty grid floor of the present invention has excellent reliability.

再者,藉由該些穿孔之設計,以形成50%以上之通風量,故能增加通風量,以滿足半導體製程清淨度之需求。Furthermore, by designing the through holes, a ventilation rate of more than 50% is formed, thereby increasing the ventilation rate to meet the cleanliness requirements of the semiconductor process.

又,該肋骨結構之主肋骨相對於該蜂巢側之高度均至少為25公厘,以提升該重型格柵地板之結構強度(如至少可承載3000公斤重之機台設備),故相較於習知技術,該重型格柵地板可承受半導體製程中較重之機台設備,以避免該重型格柵地板於使用中發生碎裂之問題。In addition, the height of the main ribs of the rib structure relative to the honeycomb side is at least 25 mm to enhance the structural strength of the heavy-duty grid floor (e.g., it can bear at least 3,000 kg of machine equipment). Therefore, compared with the prior art, the heavy-duty grid floor can withstand heavier machine equipment in the semiconductor process to avoid the problem of the heavy-duty grid floor being broken during use.

以下藉由特定的具體實施例說明本發明之實施方式,熟悉此技藝之人士可由本說明書所揭示之內容輕易地瞭解本發明之其他優點及功效。The following describes the implementation of the present invention by means of specific embodiments. Those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification.

須知,本說明書所附圖式所繪示之結構、比例、大小等,均僅用以配合說明書所揭示之內容,以供熟悉此技藝之人士之瞭解與閱讀,並非用以限定本發明可實施之限定條件,故不具技術上之實質意義,任何結構之修飾、比例關係之改變或大小之調整,在不影響本發明所能產生之功效及所能達成之目的下,均應仍落在本發明所揭示之技術內容得能涵蓋之範圍內。同時,本說明書中所引用之如「上」、「下」、「左」、「右」及「一」等之用語,亦僅為便於敘述之明瞭,而非用以限定本發明可實施之範圍,其相對關係之改變或調整,在無實質變更技術內容下,當亦視為本發明可實施之範疇。It should be noted that the structures, proportions, sizes, etc. depicted in the drawings attached to this specification are only used to match the contents disclosed in the specification for understanding and reading by people familiar with this technology, and are not used to limit the restrictive conditions for the implementation of the present invention. Therefore, they have no substantial technical significance. Any modification of the structure, change of the proportion relationship or adjustment of the size should still fall within the scope of the technical content disclosed by the present invention without affecting the effects and purposes that can be achieved by the present invention. At the same time, the terms such as "upper", "lower", "left", "right" and "one" cited in this specification are only for the convenience of description, and are not used to limit the scope of the invention. Changes or adjustments to their relative relationships should also be regarded as the scope of the invention without substantially changing the technical content.

圖1A至圖1E係為本發明之重型格柵地板1之示意圖。本實施例之重型格柵地板1係用於承載較重負荷,其承載負荷大於3000公斤。1A to 1E are schematic diagrams of the heavy-duty grid floor 1 of the present invention. The heavy-duty grid floor 1 of this embodiment is used to bear a heavier load, and its bearing load is greater than 3000 kg.

所述之重型格柵地板1係具有一天板10、以及設於該天板10上之複數肋骨結構1a,以令該天板10與該複數肋骨結構1a採用鋁合金一體成型鑄造,以於製作該重型格柵地板1時不會產生變形,且不易產生缺陷及斷裂等問題。The heavy-duty grid floor 1 has a top plate 10 and a plurality of rib structures 1a disposed on the top plate 10, so that the top plate 10 and the plurality of rib structures 1a are integrally formed and cast using an aluminum alloy, so that deformation will not occur during the manufacture of the heavy-duty grid floor 1, and defects and cracks are not likely to occur.

所述之天板10係具有相對之地面側10a與蜂巢側10b,且該蜂巢側10b於縱向及橫向上係分別設有該肋骨結構1a,以於縱向及橫向之複數肋骨結構1a之間形成複數凹部S,其中,圖1C及圖1D僅顯示縱向之肋骨結構1a,而橫向之肋骨結構1a與縱向肋骨結構1a相同排列方式以呈對稱式,故省略橫向之肋骨結構1a之剖面。The top plate 10 has a ground side 10a and a honeycomb side 10b opposite to each other, and the honeycomb side 10b is provided with the rib structure 1a in the longitudinal and transverse directions respectively, so as to form a plurality of recesses S between the plurality of longitudinal and transverse rib structures 1a, wherein Figures 1C and 1D only show the longitudinal rib structure 1a, and the transverse rib structure 1a is arranged in the same manner as the longitudinal rib structure 1a to be symmetrical, and therefore the cross-section of the transverse rib structure 1a is omitted.

於本實施例中,該天板10係大致呈矩形體,如正方形板,其長度L為600mm及厚度t0為2mm,並於該天板10之四周形成一翼板1d(其厚度t1為6mm,係大於該天板10之厚度t0),且於該重型格柵地板1之四個角落上形成有腳座1b,其底部呈L型凸狀(亦可呈L型凹狀),該腳座1b分別固定於四支撐腳架(圖略)上。例如,該腳座1b用於調整該重型格柵地板1之總高度H,使得拼接多個重型格柵地板1時得以位於同一水平面。In this embodiment, the top plate 10 is roughly rectangular, such as a square plate, with a length L of 600 mm and a thickness t0 of 2 mm, and a wing plate 1d (with a thickness t1 of 6 mm, which is greater than the thickness t0 of the top plate 10) is formed around the top plate 10, and a footrest 1b is formed on the four corners of the heavy-duty grid floor 1, and its bottom is L-shaped convex (or L-shaped concave), and the footrest 1b is fixed on four supporting legs (omitted in the figure). For example, the footrest 1b is used to adjust the total height H of the heavy-duty grid floor 1 so that multiple heavy-duty grid floors 1 can be located on the same horizontal plane when splicing.

再者,該地面側10a係為一平整表面,且該些凹部S係陣列排設,以於該蜂巢側10b上形成一具有複數頂針位1c(約於每四個凹部S所組成之正方形區域之角落處上)之蜂巢結構。Furthermore, the ground side 10a is a flat surface, and the recesses S are arranged in an array to form a honeycomb structure having a plurality of top needle positions 1c (approximately at the corners of a square area formed by every four recesses S) on the honeycomb side 10b.

所述之肋骨結構1a係由該天板10邊緣向中間處(或如圖1C及圖1D所示之左右側向中間方向)依序定義有第一肋骨11、第二肋骨12、第三肋骨13、第四肋骨14、第五肋骨15、第六肋骨16及第七肋骨17,且該第一肋骨11至第七肋骨17相對於該蜂巢側10b之高度h1~h7均至少為25公厘(mm),故該第一肋骨11至第七肋骨17係作為主肋骨,其中,該第一至第六肋骨11~16係以第七肋骨17為基準而左右對稱(或如圖1B所示之上下對稱)分布,以令該第二肋骨12、第三肋骨13、第四肋骨14、第五肋骨15、第六肋骨16及第七肋骨17間之間隔距離w為48㎜。The rib structure 1a is defined in sequence from the edge of the top plate 10 to the middle (or the middle direction of the left and right sides as shown in Figures 1C and 1D), and the first rib 11, the second rib 12, the third rib 13, the fourth rib 14, the fifth rib 15, the sixth rib 16 and the seventh rib 17, and the heights h1~h7 of the first rib 11 to the seventh rib 17 relative to the honeycomb side 10b are at least 25 millimeters (mm), so the first rib 11 to the seventh rib 17 are used as main ribs, wherein the first to the sixth ribs 11~16 are distributed symmetrically on the left and right (or symmetrically on the top and bottom as shown in Figure 1B) based on the seventh rib 17, so that the spacing w between the second rib 12, the third rib 13, the fourth rib 14, the fifth rib 15, the sixth rib 16 and the seventh rib 17 is 48 mm.

於本實施例中,該第一肋骨11係形成於該天板10邊緣而成為該重型格柵地板1之邊肋骨,以作為該重型格柵地板1之邊框,供固接該腳座1b。例如,該第一肋骨11相對於該蜂巢側10b之高度h1為57.5mm(等於該第二及第七肋骨12,17相對於該蜂巢側10b之高度h2,h7)係大於第三至第六肋骨13~16相對於該蜂巢側10b之高度h3~h7,且本實施例之該第一肋骨11相對於該蜂巢側10b之高度h1與該天板10之厚度t0的總和T為59.5mm(即T=h1+t0),而該腳座1b之高度、該第一肋骨11相對於該蜂巢側10b之高度h1與該天板10之厚度t0之總高度H為重型格柵地板1之腳高,而本實施例之總高度H為60mm。In this embodiment, the first rib 11 is formed at the edge of the top plate 10 to become the side rib of the heavy-duty grid floor 1, so as to serve as the side frame of the heavy-duty grid floor 1 for fixing the footrest 1b. For example, the height h1 of the first rib 11 relative to the honeycomb side 10b is 57.5 mm (equal to the height h2 and h7 of the second and seventh ribs 12 and 17 relative to the honeycomb side 10b), which is greater than the height h3 to h7 of the third to sixth ribs 13 to 16 relative to the honeycomb side 10b, and the sum T of the height h1 of the first rib 11 relative to the honeycomb side 10b and the thickness t0 of the top plate 10 of the present embodiment is 59.5 mm (i.e., T=h1+t0), and the total height H of the height of the foot 1b, the height h1 of the first rib 11 relative to the honeycomb side 10b and the thickness t0 of the top plate 10 is the foot height of the heavy grid floor 1, and the total height H of the present embodiment is 60 mm.

再者,該肋骨結構1a的第二至第七肋骨之高度h2~h7可依需求相同或不相同,且該第一肋骨11與中間處之該凹部S之間的主肋骨(即第二至第七肋骨12~17)之排列方式係如圖1C所示。例如,該第一肋骨11與第二肋骨12相對於該蜂巢側10b之高度h2均為57.5mm、第三肋骨13相對於該蜂巢側10b之高度h3為50mm、第四肋骨14相對於該蜂巢側10b之高度h4為50mm、第五肋骨15相對於該蜂巢側10b之高度h5為50mm、第六肋骨16相對於該蜂巢側10b之高度h6為50mm、及第七肋骨17相對於該蜂巢側10b之高度h7為57.5mm,其中,縱向及橫向之兩條第七肋骨17係形成一井字型肋骨,以將該重型格柵地板1分成四個區域,每個區域相鄰之第二肋骨12、第三肋骨13、第四肋骨14、第五肋骨15及第六肋骨16之間係形成25個子區域,每個子區域具有一凹部S,並於該井字型肋骨之中央部位形成另一種態樣之凹部R。進一步,該天板10於該凹部R之厚度可依需求增加或與該天板10之厚度t0相同,且該凹部R內配置有兩平行之輔助肋17a,以提高該重型格柵地板1在中間處之抗壓強度。例如,因第二肋骨12相對於該蜂巢側10b之高度h2等於第一肋骨11相對於該蜂巢側10b之高度h1,故重型格柵地板1固定於一高架地板用之腳架上時,該重型格柵地板1之四個腳落處係以第一肋骨11與第二肋骨12之底部作為支撐。Furthermore, the heights h2 to h7 of the second to seventh ribs of the rib structure 1a can be the same or different as required, and the arrangement of the main ribs (i.e., the second to seventh ribs 12 to 17) between the first rib 11 and the recess S in the middle is as shown in FIG. 1C. For example, the heights h2 of the first rib 11 and the second rib 12 relative to the honeycomb side 10b are both 57.5 mm, the height h3 of the third rib 13 relative to the honeycomb side 10b is 50 mm, the height h4 of the fourth rib 14 relative to the honeycomb side 10b is 50 mm, the height h5 of the fifth rib 15 relative to the honeycomb side 10b is 50 mm, the height h6 of the sixth rib 16 relative to the honeycomb side 10b is 50 mm, and the height h7 of the seventh rib 17 relative to the honeycomb side 10b is 50 mm. The height h7 relative to the honeycomb side 10b is 57.5 mm, wherein the two seventh ribs 17 in the longitudinal and transverse directions form a well-shaped rib to divide the heavy-duty grid floor 1 into four regions, and 25 sub-regions are formed between the adjacent second ribs 12, third ribs 13, fourth ribs 14, fifth ribs 15 and sixth ribs 16 in each region, each sub-region has a recess S, and another type of recess R is formed in the central portion of the well-shaped rib. Further, the thickness of the top plate 10 in the recess R can be increased as required or be the same as the thickness t0 of the top plate 10, and two parallel auxiliary ribs 17a are arranged in the recess R to increase the compressive strength of the heavy-duty grid floor 1 in the middle. For example, since the height h2 of the second rib 12 relative to the honeycomb side 10b is equal to the height h1 of the first rib 11 relative to the honeycomb side 10b, when the heavy-duty grid floor 1 is fixed on a scaffold for an elevated floor, the four feet of the heavy-duty grid floor 1 are supported by the bottoms of the first rib 11 and the second rib 12.

又,各該肋骨之寬度d1~d7可依需求相同或不相同,如圖1C所示。例如,第一肋骨11之寬度d1為9.5mm、第二肋骨12之寬度d2為7mm、第三肋骨13之寬度d3為3.5mm、第四肋骨14之寬度d4為3.5mm、第五肋骨15之寬度d5為3.5mm、第六肋骨16之寬度d6為3.5mm、及第七肋骨17之寬度d7為6mm。Moreover, the widths d1 to d7 of the ribs may be the same or different as required, as shown in FIG1C . For example, the width d1 of the first rib 11 is 9.5 mm, the width d2 of the second rib 12 is 7 mm, the width d3 of the third rib 13 is 3.5 mm, the width d4 of the fourth rib 14 is 3.5 mm, the width d5 of the fifth rib 15 is 3.5 mm, the width d6 of the sixth rib 16 is 3.5 mm, and the width d7 of the seventh rib 17 is 6 mm.

進一步,各該肋骨分別沿縱向或橫向延伸,且同一肋骨在其延伸的不同位置上可以依需求具有不同的寬度。例如,可調整局部肋骨之寬度d1,d2,d7,如圖1D所示之該蜂巢側10b之相對兩側部位之該第一肋骨11、該第二肋骨12及該第七肋骨17之寬度d1,d2,d7係較小,其中,該第一肋骨11之寬度d1為7mm、第二肋骨12之寬度d2為4mm、及第七肋骨17之寬度d7為4.2mm,係分別小於圖1C所示之該蜂巢側10b之中間部位之第一肋骨11、第二肋骨12及第七肋骨17之寬度d1,d2,d7,以減低重型格柵地板1之重量,而該第三、第四、第五及第六肋骨13,14,15,16之寬度d3,d4,d5,d6則不變。Furthermore, each of the ribs extends longitudinally or transversely, and the same rib may have different widths at different positions of its extension as required. For example, the width d1, d2, d7 of the local ribs can be adjusted, such as the width d1, d2, d7 of the first rib 11, the second rib 12 and the seventh rib 17 at the opposite sides of the honeycomb side 10b shown in FIG. 1D are smaller, wherein the width d1 of the first rib 11 is 7 mm, the width d2 of the second rib 12 is 4 mm, and the width d7 of the seventh rib 17 is 4.2 mm, which are respectively smaller than the width d1, d2, d7 of the first rib 11, the second rib 12 and the seventh rib 17 at the middle part of the honeycomb side 10b shown in FIG. 1C, so as to reduce the weight of the heavy grid floor 1, while the width d3, d4, d5, d6 of the third, fourth, fifth and sixth ribs 13, 14, 15, 16 remain unchanged.

另外,該肋骨結構1a可依需求增設複數體積遠小於該主肋骨之輔助肋17a,18,如圖1C所示,其相對於該蜂巢側10b之高度h8(如至少25mm)係低於該主肋骨相對於該蜂巢側20b之高度h1~h7,且其寬度d8為3mm。例如,該些輔助肋18係對應形成於各該凹部S中,且沿單一方向延伸而未相互交錯,如圖1C所示之單一凹部S配置兩條平行之輔助肋18。In addition, the rib structure 1a can be equipped with a plurality of auxiliary ribs 17a, 18 whose volume is much smaller than the main ribs as required, as shown in FIG1C , whose height h8 (e.g., at least 25 mm) relative to the honeycomb side 10b is lower than the height h1-h7 of the main rib relative to the honeycomb side 20b, and whose width d8 is 3 mm. For example, the auxiliary ribs 18 are formed in each of the recesses S correspondingly, and extend in a single direction without interlacing each other, as shown in FIG1C , where two parallel auxiliary ribs 18 are arranged in a single recess S.

再者,該重型格柵地板1係於該天板10上形成複數連通該地面側10a與蜂巢側10b之穿孔100,並以該第七肋骨17(縱向及橫向之兩條第七肋骨17所形成井字型肋骨)將該蜂巢側10b分成四個區域(四個角落區域),每個區域又形成25個子區域(對應該凹部S位置),另該井字型肋骨向外延伸處(十字區域),藉由該些肋骨(該第二肋骨12、第三肋骨13、第四肋骨14、第五肋骨15及第六肋骨16)可間隔出21個另一子區域(對應該凹部R,S位置),以令每個子區域均具有三個長條形穿孔100,以形成50%以上之通風量。Furthermore, the heavy-duty grid floor 1 is formed with a plurality of through holes 100 on the top plate 10, connecting the ground side 10a and the honeycomb side 10b, and the honeycomb side 10b is divided into four areas (four corner areas) by the seventh rib 17 (a tic-tac-toe rib formed by two longitudinal and transverse seventh ribs 17), each of which is further divided into 25 sub-areas (corresponding to the position of the recess S), and at the outward extension of the tic-tac-toe rib (cross area), 21 other sub-areas (corresponding to the position of the recess R, S) can be separated by these ribs (the second rib 12, the third rib 13, the fourth rib 14, the fifth rib 15 and the sixth rib 16), so that each sub-area has three long strip through holes 100 to form a ventilation rate of more than 50%.

於本實施例中,該些穿孔100之位置係對應該些凹部R,S配置。例如,每一凹部R,S上形成有三個穿孔100,且該三個穿孔100係間隔併排,並以該輔助肋17a,18隔開各穿孔100;另外,該第一與第二肋骨11,12之間的凹部S僅具有一個穿孔100,即無配置輔助肋18。In this embodiment, the positions of the through holes 100 are arranged corresponding to the recesses R, S. For example, three through holes 100 are formed on each recess R, S, and the three through holes 100 are spaced and arranged side by side, and the auxiliary ribs 17a, 18 separate the through holes 100; in addition, the recess S between the first and second ribs 11, 12 has only one through hole 100, that is, no auxiliary rib 18 is arranged.

因此,該重型格柵地板1藉由該穿孔100之設計,不僅可增加通風量,及利於節省材料及減輕重量,並可增加承載重量。Therefore, the heavy-duty grid floor 1 can increase ventilation through the design of the perforations 100, save materials, reduce weight, and increase the load-bearing capacity.

又,該重型格柵地板1之天板10之厚度t0較小,以利於節省材料及減輕重量。In addition, the thickness t0 of the top plate 10 of the heavy-duty grid floor 1 is relatively small, so as to save materials and reduce weight.

另外,該第七肋骨17與該第一肋骨11之間係形成凹面,以減輕該重型格柵地板1的重量。In addition, a concave surface is formed between the seventh rib 17 and the first rib 11 to reduce the weight of the heavy-duty grid floor 1 .

綜上所述,本發明之重型格柵地板1主要藉由該天板10與該複數肋骨結構1a採用鋁合金一體成型鑄造,且橫向肋骨與縱向肋骨之排列方式相同而呈對稱式,以於製作該重型格柵地板1時不會產生變形,且不易產生缺陷及斷裂等問題,故相較於習知技術,本發明之重型格柵地板不僅可靠性極佳,且有利於提升良率而節省製作成本。In summary, the heavy-duty grid floor 1 of the present invention is mainly formed by integrally casting the top plate 10 and the plurality of rib structures 1a with aluminum alloy, and the arrangement of the transverse ribs and the longitudinal ribs is the same and symmetrical, so that the heavy-duty grid floor 1 will not be deformed when it is manufactured, and it is not easy to produce defects and cracks. Therefore, compared with the prior art, the heavy-duty grid floor of the present invention is not only extremely reliable, but also conducive to improving the yield and saving the manufacturing cost.

再者,藉由該穿孔100之設計,以形成50%以上之通風量,故能增加通風量,可滿足半導體製程設備之四周及淋浴室需較高的回風量之需求,以提高半導體製程之清淨度。Furthermore, the design of the through hole 100 can form a ventilation volume of more than 50%, thereby increasing the ventilation volume and meeting the demand for higher return air volume around the semiconductor process equipment and the shower room, so as to improve the cleanliness of the semiconductor process.

又,藉由該肋骨結構1a之肋骨相對於該蜂巢側10b之高度h1~h7均至少為25公厘,以提升該重型格柵地板1之結構強度,且相鄰之該第一肋骨11與第二肋骨12兩者相對於該蜂巢側10b之高度h1,h2均為57.5mm,使得該重型格柵地板1能同時支撐於腳架上,故該重型格柵地板1能承受半導體製程中較重之機台設備,以避免該重型格柵地板1於使用中發生碎裂之問題。進一步,依該重型格柵地板1之承載負荷大小以調整肋骨之高度h1~h7與寬度d1~d7大小,進而節省該重型格柵地板1之材料及減輕重量。Furthermore, the heights h1-h7 of the rib structure 1a relative to the honeycomb side 10b are at least 25 mm, so as to enhance the structural strength of the heavy-duty grid floor 1, and the heights h1 and h2 of the adjacent first rib 11 and second rib 12 relative to the honeycomb side 10b are both 57.5 mm, so that the heavy-duty grid floor 1 can be supported on the scaffold at the same time, so that the heavy-duty grid floor 1 can withstand heavier equipment in the semiconductor manufacturing process to avoid the problem of the heavy-duty grid floor 1 being broken during use. Furthermore, the heights h1-h7 and widths d1-d7 of the ribs are adjusted according to the load of the heavy-duty grid floor 1, thereby saving the material of the heavy-duty grid floor 1 and reducing the weight.

另外,藉由該輔助肋17a,18之設計,可進一步提升該重型格柵地板1之結構強度。In addition, the structural strength of the heavy-duty grid floor 1 can be further enhanced by the design of the auxiliary ribs 17a, 18.

上述實施例係用以例示性說明本發明之原理及其功效,而非用於限制本發明。任何熟習此項技藝之人士均可在不違背本發明之精神及範疇下,對上述實施例進行修改。因此本發明之權利保護範圍,應如後述之申請專利範圍所列。The above embodiments are used to illustrate the principle and effect of the present invention, but not to limit the present invention. Anyone skilled in the art can modify the above embodiments without violating the spirit and scope of the present invention. Therefore, the scope of protection of the present invention should be as listed in the scope of the patent application described below.

1:重型格柵地板 1a:肋骨結構 1b:腳座 1c:頂針位 1d:翼板 10:天板 10a:地面側 10b:蜂巢側 100:穿孔 11:第一肋骨 12:第二肋骨 13:第三肋骨 14:第四肋骨 15:第五肋骨 16:第六肋骨 17:第七肋骨 17a,18:輔助肋 d1~d8:寬度 H:總高度 h1~h8:高度 L:長度 R,S:凹部 T:總和 t0,t1:厚度 w:間隔距離 1: Heavy-duty grid floor 1a: Rib structure 1b: Footrest 1c: Pin position 1d: Wing plate 10: Top plate 10a: Ground side 10b: Honeycomb side 100: Perforation 11: First rib 12: Second rib 13: Third rib 14: Fourth rib 15: Fifth rib 16: Sixth rib 17: Seventh rib 17a,18: Auxiliary rib d1~d8: Width H: Total height h1~h8: Height L: Length R,S: Recess T: Total t0,t1: Thickness w: Spacing distance

圖1A係為本發明之重型格柵地板之立體示意圖。FIG. 1A is a three-dimensional schematic diagram of the heavy-duty grid floor of the present invention.

圖1B係為圖1A之前視平面圖。FIG. 1B is a front plan view of FIG. 1A .

圖1C係為圖1B沿C-C剖線之剖面圖。FIG. 1C is a cross-sectional view of FIG. 1B along the C-C section line.

圖1D係為圖1B沿D-D剖線之剖面圖。FIG1D is a cross-sectional view along the D-D line of FIG1B.

圖1E係為圖1A之另一視角之立體示意圖。FIG. 1E is a three-dimensional schematic diagram of FIG. 1A from another viewing angle.

1:重型格柵地板 1: Heavy-duty grid floor

1a:肋骨結構 1a: Rib structure

1d:翼板 1d: Wing plate

10:天板 10: Top plate

10a:地面側 10a: Ground side

10b:蜂巢側 10b: Honeycomb side

100:穿孔 100: Perforation

11:第一肋骨 11: First rib

12:第二肋骨 12: Second rib

13:第三肋骨 13: Third rib

14:第四肋骨 14: Fourth rib

15:第五肋骨 15: Fifth rib

16:第六肋骨 16: Sixth rib

17:第七肋骨 17: Seventh rib

17a,18:輔助肋 17a,18: Auxiliary ribs

d1~d8:寬度 d1~d8: Width

H:總高度 H: Total height

h1~h8:高度 h1~h8: height

R,S:凹部 R,S: concave part

T:總和 T:Total

t0,t1:厚度 t0,t1: thickness

Claims (12)

一種重型格柵地板,係包括: 天板,係具有相對之地面側與蜂巢側,其中,該天板上形成有複數連通該地面側與蜂巢側之穿孔,以形成50%以上之通風量;以及 複數肋骨結構,係與該天板採用鋁合金一體成型鑄造而成,並於該天板之蜂巢側上形成複數凹部,以令各該凹部中具有三個該穿孔,其中,該肋骨結構係由該天板邊緣向中間處依序定義有第一肋骨、第二肋骨、第三肋骨、第四肋骨、第五肋骨、第六肋骨及第七肋骨,且該第一至第七肋骨係作為主肋骨,其相對於該蜂巢側之高度係至少為25公厘。 A heavy-duty grid floor comprises: A top plate having a ground side and a honeycomb side opposite to each other, wherein a plurality of through holes connecting the ground side and the honeycomb side are formed on the top plate to form a ventilation volume of more than 50%; and A plurality of rib structures are integrally formed and cast with the top plate using an aluminum alloy, and a plurality of recesses are formed on the honeycomb side of the top plate, so that each of the recesses has three through holes, wherein the rib structure is defined in sequence from the edge of the top plate to the middle as a first rib, a second rib, a third rib, a fourth rib, a fifth rib, a sixth rib and a seventh rib, and the first to seventh ribs are main ribs, and their height relative to the honeycomb side is at least 25 mm. 如請求項1所述之重型格柵地板,其中,該複數凹部係陣列排設,以於該蜂巢側上形成蜂巢結構。A heavy-duty grid floor as described in claim 1, wherein the plurality of recesses are arranged in an array to form a honeycomb structure on the honeycomb side. 如請求項1所述之重型格柵地板,其中,該第一肋骨係形成於該天板邊緣而成為該重型格柵地板之邊肋骨,以作為該重型格柵地板之邊框。The heavy-duty grid floor as described in claim 1, wherein the first rib is formed at the edge of the top plate to become the side rib of the heavy-duty grid floor, so as to serve as the side frame of the heavy-duty grid floor. 如請求項1所述之重型格柵地板,其中,該第一肋骨相對於該蜂巢側之與該天板之厚度的總和係為59.5公厘,而該天板之厚度為2公厘。A heavy-duty grid floor as described in claim 1, wherein the sum of the thickness of the first rib relative to the honeycomb side and the top plate is 59.5 mm, and the thickness of the top plate is 2 mm. 如請求項1所述之重型格柵地板,其中,該第一肋骨之寬度為7至9.5公厘。A heavy-duty grille floor as described in claim 1, wherein the width of the first rib is 7 to 9.5 mm. 如請求項1所述之重型格柵地板,其中,該第一肋骨至第七肋骨相對於該蜂巢側之高度為50至57.5公厘。A heavy-duty grid floor as described in claim 1, wherein the height of the first to seventh ribs relative to the side of the honeycomb is 50 to 57.5 mm. 如請求項1所述之重型格柵地板,其中,該第二肋骨至第七肋骨之寬度為3.5至7公厘。A heavy-duty grille floor as described in claim 1, wherein the width of the second to seventh ribs is 3.5 to 7 mm. 如請求項1所述之重型格柵地板,其中,該肋骨結構於縱向及橫向上係以兩條該第七肋骨形成一井字型肋骨,以將該重型格柵地板分成四個區域,該四個區域中相鄰之第二肋骨、第三肋骨、第四肋骨、第五肋骨及第六肋骨之間係形成25個子區域,各該子區域均具有一凹部,並於該第七肋骨所形成之井字型肋骨之中央部位形成之另一凹部,並於每個子區域均具有三個長條形之該穿孔,以形成50%以上之通風量,且於該天板之四周形成一翼板,使該翼板之厚度均大於該天板之厚度。A heavy-duty grille floor as described in claim 1, wherein the rib structure is formed into a tic-tac-toe rib with two seventh ribs in the longitudinal and transverse directions to divide the heavy-duty grille floor into four areas, 25 sub-areas are formed between the adjacent second ribs, third ribs, fourth ribs, fifth ribs and sixth ribs in the four areas, each of the sub-areas has a recess, and another recess is formed in the central part of the tic-tac-toe rib formed by the seventh rib, and each sub-area has three long strips of through holes to form a ventilation volume of more than 50%, and a wing plate is formed around the top plate so that the thickness of the wing plate is greater than the thickness of the top plate. 如請求項1所述之重型格柵地板,其中,該肋骨結構復包含高度低於該主肋骨之複數輔助肋,且各該輔助肋係對應形成於各該凹部中,以令單一該凹部中係配置兩個該輔助肋。A heavy-duty grille floor as described in claim 1, wherein the rib structure further includes a plurality of auxiliary ribs whose height is lower than that of the main rib, and each of the auxiliary ribs is formed in each of the recesses correspondingly so that two of the auxiliary ribs are arranged in a single recess. 如請求項9所述之重型格柵地板,其中,該輔助肋相對於該蜂巢側之高度係為25公厘,且寬度為3公厘。A heavy-duty grid floor as described in claim 9, wherein the auxiliary rib has a height of 25 mm relative to the honeycomb side and a width of 3 mm. 如請求項1所述之重型格柵地板,其中,該蜂巢側之相對兩側部位之該第一肋骨、該第二肋骨及該第七肋骨之寬度係分別小於該蜂巢側之中間部位之該第一肋骨、該第二肋骨及該第七肋骨之寬度,以減低該重型格柵地板之重量。The heavy-duty grille floor as described in claim 1, wherein the widths of the first rib, the second rib and the seventh rib at the opposite sides of the honeycomb side are respectively smaller than the widths of the first rib, the second rib and the seventh rib at the middle part of the honeycomb side, so as to reduce the weight of the heavy-duty grille floor. 如請求項1所述之重型格柵地板,其中,該第一肋骨與第二肋骨係於該重型格柵地板之四個角落上形成有腳座,該腳座固定於支撐腳架上。A heavy-duty grid floor as described in claim 1, wherein the first rib and the second rib are formed with feet on the four corners of the heavy-duty grid floor, and the feet are fixed on a supporting frame.
TW111134415A 2022-09-13 2022-09-13 Heavy grille floor TWI831369B (en)

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