TWM626032U - Standard raised floor - Google Patents

Standard raised floor Download PDF

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TWM626032U
TWM626032U TW110214961U TW110214961U TWM626032U TW M626032 U TWM626032 U TW M626032U TW 110214961 U TW110214961 U TW 110214961U TW 110214961 U TW110214961 U TW 110214961U TW M626032 U TWM626032 U TW M626032U
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Taiwan
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rib
raised floor
height
ribs
standard
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TW110214961U
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Chinese (zh)
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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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Publication of TWM626032U publication Critical patent/TWM626032U/en

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Abstract

A raised floor includes a top plate and a rib structure, wherein the rib structure has a plurality of main ribs with a height of at least 25 mm formed on the top plate to enhance the structural strength of the raised floor. Therefore, when the raised floor carries the heavier equipment in the semiconductor manufacturing process, the problem of the raised floor cracking can be avoided.

Description

標準型高架地板Standard Raised Floor

本創作係有關一種地板,尤指一種具有肋骨結構之標準型高架地板。This work is about a floor, especially a standard raised floor with a rib structure.

目前半導體廠房中,均會配置具有複數微型穿孔之高架地板,以清淨環境之空氣品質,確保無塵室之規格。At present, semiconductor factories are equipped with raised floors with multiple micro-perforations to purify the air quality of the environment and ensure the specifications of clean rooms.

目前高架地板係採用模鑄方式製作。於模鑄成型製程中,常藉由模具製作所需之產品,且於進行模鑄成型作業前,會先塗佈離形層於該模具中,以利於後續脫模作業。At present, the raised floor is made by die casting. In the die-casting process, the desired product is often produced by a die, and before the die-casting process, a release layer is applied to the die to facilitate subsequent demoulding operations.

惟,習知高架地板之結構強度往往不足,故當該高架地板上承載半導體製程中較重之機台設備時,該高架地板容易發生碎裂之問題。另一方面,亦有高架地板過重的問題,不僅浪費材料,且增加製造的成本。However, the structural strength of the conventional raised floor is often insufficient, so when the raised floor carries heavy equipment in the semiconductor process, the raised floor is prone to breakage. On the other hand, there is also the problem that the raised floor is too heavy, which not only wastes materials, but also increases the manufacturing cost.

因此,如何克服上述習知技術之問題,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 prior art has actually become an urgent problem to be overcome in the current industry.

鑑於上述習知技術之種種缺失,本創作提供一種標準型高架地板,係包括:天板,係具有相對之地面側與蜂巢側;以及肋骨結構,係設於該天板之蜂巢側上以形成複數凹部,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、第二、第四、第五及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,而該第三及第六肋骨係作為中肋骨,其相對於該蜂巢側之高度係低於25公厘。In view of the above-mentioned deficiencies in the prior art, the present invention provides a standard type of raised floor, which includes: a ceiling plate, which has an opposite ground side and a honeycomb side; and a rib structure, which is arranged on the honeycomb side of the ceiling plate to form a a plurality of recesses, wherein the rib structure defines a first rib, a second rib, a third rib, a fourth rib, a fifth rib, a sixth rib and a seventh rib in order from the edge of the ceiling to the middle, and The first, second, fourth, fifth and seventh ribs are used as main ribs, and their height relative to the honeycomb side is at least 25 mm, and the third and sixth ribs are used as middle ribs. The height relative to the honeycomb side is less than 25 mm.

前述之標準型高架地板中,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 standard raised floor, the plurality of recesses are arranged in an array to form a honeycomb structure on the honeycomb side.

前述之標準型高架地板中,該第一肋骨係形成於該天板邊緣而成為該標準型高架地板之邊肋骨,以作為該標準型高架地板之邊框,供固接腳座。In the aforesaid standard raised floor, the first rib is formed on the edge of the top plate to become a side rib of the standard raised floor, used as a frame of the standard raised floor for fixing the feet.

前述之標準型高架地板中,該第一肋骨相對於該蜂巢側之高度均大於該第三肋骨至該第七肋骨相對於該蜂巢側之高度,且該第一肋骨與該天板之高度和係為50至52公厘,而該天板之厚度為3至3.6公厘。In the aforementioned standard raised floor, the height of the first rib relative to the honeycomb side is greater than the height of the third rib to the seventh rib relative to the honeycomb side, and the height of the first rib and the ceiling is greater than The system is 50 to 52 mm, and the thickness of the top plate is 3 to 3.6 mm.

前述之標準型高架地板中,該第二肋骨、該第四肋骨、該第五肋骨及該第七肋骨相對於該蜂巢側之高度為32至48.4公厘。In the aforementioned standard raised floor, the height of the second rib, the fourth rib, the fifth rib and the seventh rib relative to the honeycomb side is 32 to 48.4 mm.

前述之標準型高架地板中,該第三及第六肋骨相對於該蜂巢側之高度係為17.5至18公厘。In the aforementioned standard raised floor, the height of the third and sixth ribs relative to the honeycomb side is 17.5 to 18 mm.

前述之標準型高架地板中,該第一肋骨之寬度為7至8公厘。In the aforementioned standard raised floor, the width of the first rib is 7 to 8 mm.

前述之標準型高架地板中,該第二肋骨、該第四肋骨、該第五肋骨及該第七肋骨之寬度為3.2至5.5公厘。In the aforementioned standard raised floor, the width of the second rib, the fourth rib, the fifth rib and the seventh rib is 3.2 to 5.5 mm.

前述之標準型高架地板中,該第三及第六肋骨之寬度係為2.8至3公厘。In the aforementioned standard raised floor, the width of the third and sixth ribs is 2.8 to 3 mm.

前述之標準型高架地板中,該肋骨結構復包含複數高度低於該中肋骨之輔助肋,且該複數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複數該輔助肋。例如,該複數輔助肋係沿單一方向延伸而未相互交錯。或者,該輔助肋相對於該蜂巢側之高度係為3至8公厘,且其寬度為2.5至3公厘。In the aforementioned standard raised floor, the rib structure further includes a plurality of auxiliary ribs whose height is lower than that of the middle rib, and the plurality of auxiliary ribs are correspondingly formed in each of the concave portions, so that a plurality of the auxiliary ribs are arranged in a single concave portion. . For example, the plurality of auxiliary ribs extend in a single direction without interdigitating. Alternatively, the height of the auxiliary rib relative to the honeycomb side is 3 to 8 mm, and the width thereof is 2.5 to 3 mm.

前述之標準型高架地板中,該天板上係形成有連通該地面側與蜂巢側之複數穿孔,且該複數穿孔之位置係對應該複數凹部。In the aforementioned standard raised floor, a plurality of perforations connecting the ground side and the honeycomb side are formed on the top plate, and the positions of the plurality of perforations correspond to the plurality of recesses.

前述之標準型高架地板中,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,以將該標準型高架地板分成四個區域,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,該第一肋骨至第六肋骨係以該井字型肋骨為基準對稱分布,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,其內配置有十字形肋骨,且於該天板之四周形成一翼板,使該十字形肋骨之高度及該翼板之厚度均大於該天板之厚度,以提高該標準型高架地板在中間處之強度。例如,該井字型肋骨內藉由該第二肋骨、第三肋骨、第四肋骨、第五肋骨及第六肋骨間隔出21個另一子區域,且各該子區域中均具有九個穿孔,但於該井字型肋骨之中央部位之子區域不形成該穿孔。In the aforementioned standard raised floor, the rib structure is tied with two seventh ribs in the longitudinal and transverse directions to form a well-shaped rib, so as to divide the standard raised floor into four areas, and the four areas are adjacent to each other. 25 sub-regions are formed between the second rib, the third rib, the fourth rib, the fifth rib and the sixth rib. The rib is symmetrically distributed on the basis, and another concave part is formed in the central part of the well-shaped rib formed by the seventh rib, and a cross-shaped rib is arranged in it, and a wing plate is formed around the top plate, so that the The height of the cross-shaped rib and the thickness of the wing plate are larger than the thickness of the top plate, so as to improve the strength of the standard raised floor in the middle. For example, the second rib, the third rib, the fourth rib, the fifth rib and the sixth rib are separated into 21 other sub-regions in the well-shaped rib, and each of the sub-regions has nine through holes , but the perforation is not formed in the sub-region of the central part of the well-shaped rib.

由上可知,本創作之標準型高架地板中,主要藉由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,以提升該標準型高架地板之結構強度,故相較於習知技術,該標準型高架地板可承受半導體製程中較重之機台設備,以避免該標準型高架地板於使用中發生碎裂之問題。It can be seen from the above that in the standard raised floor of this creation, the height of the main rib of the rib structure relative to the honeycomb side is at least 25 mm, so as to improve the structural strength of the standard raised floor. In the prior art, the standard raised floor can withstand heavier equipment in the semiconductor process, so as to avoid the problem of the standard raised floor being broken during use.

以下藉由特定的具體實施例說明本創作之實施方式,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創作之其他優點及功效。The following specific embodiments are used to illustrate the implementation of the present invention, and 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,並非用以限定本創作可實施之限定條件,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,在不影響本創作所能產生之功效及所能達成之目的下,均應仍落在本創作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」、「左」、「右」及「一」等之用語,亦僅為便於敘述之明瞭,而非用以限定本創作可實施之範圍,其相對關係之改變或調整,在無實質變更技術內容下,當亦視為本創作可實施之範疇。It should be noted that the structures, proportions, sizes, etc. shown in the drawings in this specification are only used to cooperate with the contents disclosed in the specification for the understanding and reading of those who are familiar with the art, and are not intended to limit the implementation of this creation. Therefore, it has no technical significance. Any modification of the structure, change of the proportional relationship or adjustment of the size, shall still fall within the scope of this work without affecting the effect and purpose of this creation. The technical content disclosed by the creation must be within the scope of coverage. At the same time, the terms such as "up", "left", "right" and "one" quoted in this specification are only for the convenience of description and are not used to limit the scope of implementation of this creation. The change or adjustment of the relationship shall also be regarded as the scope of the implementation of this creation, provided that there is no substantial change in the technical content.

圖1A、圖1B、圖1C及圖1D係為本創作之標準型高架地板1之第一實施例之示意圖。本實施例之標準型高架地板1係用於承載較重負荷,其承載負荷約1200公斤。1A , FIG. 1B , FIG. 1C and FIG. 1D are schematic views of the first embodiment of the standard raised floor 1 created by the present invention. The standard raised floor 1 of the present embodiment is used for carrying a relatively heavy load, and its carrying load is about 1200 kg.

所述之標準型高架地板1係具有一天板10、以及設於該天板10上之肋骨結構1a。The standard raised floor 1 has a ceiling 10 and a rib structure 1 a provided on the ceiling 10 .

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,以於該縱向及橫向之肋骨結構1a之間形成複數凹部S,其中,圖1C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,故省略橫向之肋骨結構1a之剖面。The top plate 10 has an opposite ground side 10a and a honeycomb side 10b, and the honeycomb side 10b is provided with the rib structure 1a in the longitudinal direction and the transverse direction, respectively, so as to form between the longitudinal and transverse rib structures 1a. 1C only shows the longitudinal rib structure 1a, and the transverse rib structure 1a is the same as the longitudinal rib structure 1a, so 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600㎜及厚度t0為3㎜,並於該天板10之四周形成一翼板1d(其厚度t1為6㎜,係大於該天板10之厚度t0),且於該天板10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),以供固定一支撐腳架(圖略)。例如,該腳座1b用於調整該標準型高架地板1之總高度H,使得多個標準型高架地板1位於同一水平面。In this embodiment, the top plate 10 is substantially rectangular, such as a square plate, the length L is 600 mm and the thickness t0 is 3 mm, and a wing plate 1d (the thickness t1 is 3 mm) is formed around the top plate 10. 6 mm, which is greater than the thickness t0 of the top plate 10), and feet 1b are formed on the four corners of the top plate 10, the bottom of which is L-shaped convex (or L-shaped concave) for Fix a support tripod (figure omitted). For example, the feet 1b are used to adjust the total height H of the standard raised floor 1 so that a plurality of standard raised floors 1 are located on the same level.

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 concave portions S are arranged in an array to form a plurality of ejector positions 1c (about a square area formed by every four concave portions S) on the honeycomb side 10b. on the corner of ) the honeycomb structure.

所述之肋骨結構1a係由該天板10邊緣向中間處(或如圖1B及圖1C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、第二、第四、第五及第七肋骨11,12,14,15,17相對於該蜂巢側10b之高度h1,h2,h4,h5,h7係至少為25公厘(㎜),而該第三及第六肋骨13,16相對於該蜂巢側10b之高度h3,h6係低於25公厘,故該第一、第二、第四、第五及第七肋骨11,12,14,15,17係作為主肋骨,而該第三及第六肋骨13,16係作為中肋骨,其中,該第一至第六肋骨11~16係以第七肋骨17(井字型肋骨)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 by a first rib 11 , a second rib 12 , and a third rib in sequence from the edge of the top plate 10 to the middle (or the left and right sides as shown in FIG. 1B and FIG. 1C in the middle direction). 13. The fourth rib 14, the fifth rib 15, the sixth rib 16 and the seventh rib 17, and the first, second, fourth, fifth and seventh ribs 11, 12, 14, 15, 17 are relative to the The heights h1, h2, h4, h5, h7 of the honeycomb side 10b are at least 25 mm (mm), and the heights h3, h6 of the third and sixth ribs 13, 16 relative to the honeycomb side 10b are lower than 25 mm, so the 1st, 2nd, 4th, 5th and 7th ribs 11, 12, 14, 15, 17 are used as main ribs, and the 3rd and 6th ribs 13, 16 are used as middle ribs , wherein, the first to sixth ribs 11 to 16 are distributed symmetrically (or up and down as shown in FIG. 1B ) based on the seventh rib 17 (the well-shaped rib), so that the second rib 12 The distance w between 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邊緣而成為該標準型高架地板1之邊肋骨,以作為該標準型高架地板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47㎜(等於該第二肋骨12相對於該蜂巢側10b之高度h2)係大於第三至第七肋骨13~17相對於該蜂巢側10b之高度h3~h7,且該第一肋骨11與該天板10之高度和T(即該第一肋骨11相對於該地面側10a之高度)為50㎜(即T=h1+t0),而該腳座1b、該第一肋骨11與該天板10之總高度H(即標準型高架地板1之腳高)為55㎜。In this embodiment, the first rib 11 is formed on the edge of the top plate 10 to become the side rib of the standard elevated floor 1 , serving as a frame of the standard elevated floor 1 for fixing the foot base 1b. For example, the height h1 of the first rib 11 relative to the honeycomb side 10b is 47 mm (equal to the height h2 of the second rib 12 relative to the honeycomb side 10b), which is greater than the third to seventh ribs 13-17 relative to the honeycomb side 10b. The heights h3 to h7 of the honeycomb side 10b, and the height and T of the first rib 11 and the top plate 10 (that is, the height of the first rib 11 relative to the ground side 10a) are 50mm (that is, T=h1+t0 ), and the total height H of the foot base 1b, the first rib 11 and the top plate 10 (ie, the foot height of the standard raised floor 1) is 55 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,如圖1C所示。例如,第二肋骨12相對於該蜂巢側10b之高度h2為47㎜、第四肋骨14相對於該蜂巢側10b之高度h4為32㎜、第五肋骨15相對於該蜂巢側10b之高度h5為32㎜、第七肋骨17相對於該蜂巢側10b之高度h7為44㎜、第三及第六肋骨13,16相對於該蜂巢側10b之高度h3,h6均為17.5㎜,其中,該縱向及橫向之兩條第七肋骨17係形成一井字型肋骨,以將該標準型高架地板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之厚度可依需求大於該天板20於其它處之厚度t0(即該天板20於該凹部R處之厚度係增厚為6㎜)或與該天板10之厚度t0相同,且該凹部R內配置有十字形肋骨17a,其相對於該蜂巢側10b之高度h0為13㎜(係大於該天板10之厚度t0),以提高該標準型高架地板1在中間處之抗壓強度。Furthermore, the heights h2 to h7 of the second to seventh ribs of the rib structure 1a may be the same or different according to requirements, as shown in FIG. 1C . For example, the height h2 of the second rib 12 relative to the honeycomb side 10b is 47 mm, the height h4 of the fourth rib 14 relative to the honeycomb side 10b is 32 mm, and the height h5 of the fifth rib 15 relative to the honeycomb side 10b is 32 mm, the height h7 of the seventh rib 17 relative to the honeycomb side 10b is 44 mm, the heights h3 and h6 of the third and sixth ribs 13, 16 relative to the honeycomb side 10b are both 17.5 mm, wherein the longitudinal and The two transverse seventh ribs 17 form a well-shaped rib to divide the standard elevated floor 1 into four areas, and each area is adjacent to the second rib 12, the third rib 13, the fourth rib 14, the Twenty-five sub-regions are formed between the fifth rib 15 and the sixth rib 16, each sub-region has a concave portion S, and another form of concave portion R is formed in the center of the well-shaped rib. Further, the thickness of the top plate 10 at the concave portion R can be greater than the thickness t0 of the top plate 20 at other places (that is, the thickness of the top plate 20 at the concave portion R is increased to 6 mm) or the thickness of the top plate 20 at the concave portion R. The thickness t0 of the plate 10 is the same, and the concave portion R is provided with a cross-shaped rib 17a, and its height h0 relative to the honeycomb side 10b is 13 mm (which is greater than the thickness t0 of the top plate 10), in order to improve the standard type elevated Compressive strength of floor 1 in the middle.

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7.5㎜、第二肋骨12之寬度d2為4.5㎜、第三肋骨13之寬度d3為3㎜、第四肋骨14之寬度d4為3.2㎜、第五肋骨15之寬度d5為3.2㎜、第六肋骨16之寬度d6為3㎜、及第七肋骨17之寬度d7為5.5㎜。In addition, the widths d1 to d7 of the ribs can be the same or different according to requirements, as shown in FIG. 1C . For example, the width d1 of the first rib 11 is 7.5mm, the width d2 of the second rib 12 is 4.5mm, the width d3 of the third rib 13 is 3mm, the width d4 of the fourth rib 14 is 3.2mm, and the fifth rib 15 The width d5 is 3.2 mm, the width d6 of the sixth rib 16 is 3 mm, and the width d7 of the seventh rib 17 is 5.5 mm.

由上可知,該標準型高架地板1之天板10之厚度t0較小,且該肋骨結構1a之部分高度h3,h6亦較小,即該中肋骨(第三及第六肋骨13,16)之高度h3,h6較主肋骨(第一、第二、第四、第五及第七肋骨11,12,14,15,17)之高度h1,h2,h4,h5,h7小很多,以利於節省材料及減輕重量。It can be seen from the above that the thickness t0 of the ceiling 10 of the standard raised floor 1 is relatively small, and the partial heights h3 and h6 of the rib structure 1a are also relatively small, that is, the middle ribs (the third and sixth ribs 13 and 16 ) The heights h3, h6 are much smaller than the heights h1, h2, h4, h5, h7 of the main ribs (the first, second, fourth, fifth and seventh ribs 11, 12, 14, 15, 17), in order to facilitate Save material and reduce weight.

圖2A、圖2B及圖2C係為本創作之標準型高架地板2之第二實施例之示意圖。本實施例之標準型高架地板2亦用於承載較重負荷,其承載負荷約1200公斤,且其與第一實施例之差異在於該肋骨結構2a增設輔助肋28,故以下不再贅述相同處。FIG. 2A , FIG. 2B and FIG. 2C are schematic diagrams of the second embodiment of the standard raised floor 2 of the present creation. The standard raised floor 2 of this embodiment is also used to carry a heavier load, and the load is about 1200 kg, and the difference from the first embodiment is that the rib structure 2a is provided with an auxiliary rib 28, so the same points will not be repeated below. .

如圖2A、圖2B及圖2C所示,該肋骨結構2a係增設複數體積遠小於其它肋骨之輔助肋28,其相對於該蜂巢側20b之高度h8(如3㎜)係低於該中肋骨相對於該蜂巢側20b之高度h3,h6,且其寬度d8為3㎜。例如,該些輔助肋28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2B所示之單一凹部S配置兩條平行之輔助肋28。As shown in FIG. 2A , FIG. 2B and FIG. 2C , the rib structure 2a is provided with a plurality of auxiliary ribs 28 whose volume is much smaller than that of other ribs, and the height h8 (eg, 3 mm) relative to the honeycomb side 20b is lower than that of the middle rib Relative to the heights h3 and h6 of the honeycomb side 20b, and the width d8 is 3 mm. For example, the auxiliary ribs 28 are correspondingly formed in each of the concave portions S, and extend in a single direction without interlacing with each other. The single concave portion S shown in FIG. 2B is provided with two parallel auxiliary ribs 28 .

於本實施例中,該天板20之厚度t0為3㎜,該第一肋骨21相對於該蜂巢側20b之高度h1為48㎜,且該第一肋骨21與該天板20之高度和T(即該第一肋骨21相對於該地面側20a之高度)為51㎜,而該腳座2b、該第一肋骨21與該天板20之總高度H為56.5㎜,其中,該翼板2d之厚度t1為6㎜,該第一肋骨21係形成於該天板20邊緣而成為該標準型高架地板2之邊肋骨,以作為該標準型高架地板2之邊框,且該第一至第六肋骨21~26係以第七肋骨27為基準而左右對稱(或如圖2B所示之上下對稱)分布。In this embodiment, the thickness t0 of the top plate 20 is 3 mm, the height h1 of the first rib 21 relative to the honeycomb side 20b is 48 mm, and the height T of the first rib 21 and the top plate 20 is equal to T (that is, the height of the first rib 21 relative to the ground side 20a) is 51 mm, and the total height H of the foot seat 2b, the first rib 21 and the top plate 20 is 56.5 mm, wherein the wing plate 2d The thickness t1 is 6 mm, the first rib 21 is formed on the edge of the top plate 20 and becomes the side rib of the standard elevated floor 2 as the frame of the standard elevated floor 2, and the first to sixth The ribs 21 to 26 are distributed symmetrically from left to right (or symmetrically from top to bottom as shown in FIG. 2B ) based on the seventh rib 27 .

再者,於肋骨結構2a中,如圖2C所示,第二肋骨22相對於該蜂巢側20b之高度h2為48㎜、第四肋骨24相對於該蜂巢側20b之高度h4為34.5㎜、第五肋骨25相對於該蜂巢側20b之高度h5為34.5㎜、第七肋骨27相對於該蜂巢側20b之高度h7為47㎜、第三及第六肋骨23,26相對於該蜂巢側20b之高度h3,h6均為17.5㎜。應可理解地,除了該第三及第六肋骨23,26之高度h3,h6同於第一實施例,其餘肋骨之高度h1,h2,h4,h5,h7均增加。另一方面,該天板20於該凹部R處之厚度係增厚為6㎜(即大於該天板20於其它處之厚度t0),且該凹部R內配置有十字形肋骨27a,其相對於該蜂巢側20b之高度h0為11㎜(係大於該天板20之厚度t0),以提高該標準型高架地板2在中間處之抗壓強度。Furthermore, in the rib structure 2a, as shown in FIG. 2C, the height h2 of the second rib 22 relative to the honeycomb side 20b is 48 mm, the height h4 of the fourth rib 24 relative to the honeycomb side 20b is 34.5 mm, The height h5 of the fifth rib 25 relative to the honeycomb side 20b is 34.5 mm, the height h7 of the seventh rib 27 relative to the honeycomb side 20b is 47 mm, the height of the third and sixth ribs 23, 26 relative to the honeycomb side 20b Both h3 and h6 are 17.5mm. It should be understood that, except that the heights h3 and h6 of the third and sixth ribs 23 and 26 are the same as those of the first embodiment, the heights h1 , h2 , h4 , h5 and h7 of the other ribs are increased. On the other hand, the thickness of the top plate 20 at the recess R is increased to 6 mm (that is, greater than the thickness t0 of the top plate 20 at other places), and the recess R is provided with a cross-shaped rib 27a, which is opposite to The height h0 of the honeycomb side 20b is 11 mm (which is greater than the thickness t0 of the top plate 20 ), so as to improve the compressive strength of the standard raised floor 2 in the middle.

又,各該肋骨之寬度d1~d7可依需求相同或不相同,如圖2C所示。例如,第一肋骨21之寬度d1為7㎜、第二肋骨22之寬度d2為4.2㎜、第三肋骨23之寬度d3為3㎜、第四肋骨24之寬度d4為3.2㎜、第五肋骨25之寬度d5為3.2㎜、第六肋骨26之寬度d6為3㎜、及第七肋骨27之寬度d7為4.5㎜。In addition, the widths d1 to d7 of the ribs can be the same or different according to requirements, as shown in FIG. 2C . For example, the width d1 of the first rib 21 is 7 mm, the width d2 of the second rib 22 is 4.2 mm, the width d3 of the third rib 23 is 3 mm, the width d4 of the fourth rib 24 is 3.2 mm, and the fifth rib 25 The width d5 is 3.2 mm, the width d6 of the sixth rib 26 is 3 mm, and the width d7 of the seventh rib 27 is 4.5 mm.

由上可知,該肋骨結構2a之部分高度h3,h6亦較小,即該中肋骨(第三及第六肋骨23,26)之高度h3,h6較主肋骨(第一、第二、第四、第五及第七肋骨21,22,24,25,27)之高度h1,h2,h4,h5,h7小很多,且該天板20之厚度t0為3㎜與長度L為600㎜及翼板2d之厚度t1為6㎜,均與第一實施例相同,甚至於該腳座2b之規格亦相同,以利於節省材料及減輕重量。It can be seen from the above that the heights h3 and h6 of the rib structure 2a are also smaller, that is, the heights h3 and h6 of the middle ribs (the third and sixth ribs 23 and 26 ) are higher than those of the main ribs (the first, second and fourth ribs 23 and 26 ). , the fifth and seventh ribs 21, 22, 24, 25, 27) of the heights h1, h2, h4, h5, h7 are much smaller, and the thickness t0 of the top plate 20 is 3 mm and the length L is 600 mm and the wings The thickness t1 of the board 2d is 6 mm, which is the same as that of the first embodiment, and even the specifications of the feet 2b are also the same, so as to save materials and reduce weight.

圖3A、圖3B及圖3C係為本創作之標準型高架地板3之第三實施例之示意圖。本實施例之標準型高架地板3亦用於承載較重負荷,其承載負荷約1200公斤,且其與第二實施例之差異在於肋骨結構3a之局部高度之改變,故以下不再贅述相同處。FIG. 3A , FIG. 3B and FIG. 3C are schematic diagrams of the third embodiment of the standard raised floor 3 of the present creation. The standard raised floor 3 of this embodiment is also used to carry heavier loads, the load is about 1200 kg, and the difference from the second embodiment is the change of the local height of the rib structure 3a, so the same will not be repeated below. .

於本實施例中,該天板30之厚度t0為3.6㎜,該第一肋骨31相對於該蜂巢側30b之高度h1為48.4㎜,且該第一肋骨31與該天板30之高度和T(即該第一肋骨31相對於該地面側30a之高度)為52㎜,而該腳座3b、該第一肋骨31與該天板30之總高度H為55㎜,其中,該翼板3d之厚度t1為6㎜,該第一肋骨31係形成於該天板30邊緣而成為該標準型高架地板3之邊肋骨,以作為該標準型高架地板3之邊框,且該第一至第六肋骨31~36係以第七肋骨37為基準而左右對稱(或如圖3B所示之上下對稱)分布。In this embodiment, the thickness t0 of the top plate 30 is 3.6 mm, the height h1 of the first rib 31 relative to the honeycomb side 30b is 48.4 mm, and the height of the first rib 31 and the top plate 30 is equal to T (that is, the height of the first rib 31 relative to the ground side 30a) is 52mm, and the total height H of the foot seat 3b, the first rib 31 and the top plate 30 is 55mm, wherein the wing plate 3d The thickness t1 is 6 mm, the first rib 31 is formed on the edge of the top plate 30 and becomes the side rib of the standard elevated floor 3 as the frame of the standard elevated floor 3, and the first to sixth The ribs 31 to 36 are distributed symmetrically from left to right (or symmetrically from top to bottom as shown in FIG. 3B ) based on the seventh rib 37 .

再者,於肋骨結構3a中,如圖3C所示,第二肋骨32相對於該蜂巢側30b之高度h2為48.4㎜、第四肋骨34相對於該蜂巢側30b之高度h4為46.5㎜、第五肋骨35相對於該蜂巢側30b之高度h5為46.5㎜、第七肋骨37相對於該蜂巢側30b之高度h7為48㎜、第三及第六肋骨33,36相對於該蜂巢側30b之高度h3,h6均為18㎜。另一方面,該天板30於該凹部R處之厚度係增厚為6.6㎜(即大於該天板30於其它處之厚度t0),且該凹部R內配置有十字形肋骨37a,其相對於該蜂巢側30b之高度h0為10㎜(係大於該天板30之厚度t0),以提高該標準型高架地板3在中間處之抗壓強度。Furthermore, in the rib structure 3a, as shown in FIG. 3C, the height h2 of the second rib 32 relative to the honeycomb side 30b is 48.4 mm, the height h4 of the fourth rib 34 relative to the honeycomb side 30b is 46.5 mm, and the height h4 of the fourth rib 34 relative to the honeycomb side 30b is 46.5 mm. The height h5 of the fifth rib 35 relative to the honeycomb side 30b is 46.5 mm, the height h7 of the seventh rib 37 relative to the honeycomb side 30b is 48 mm, the height of the third and sixth ribs 33, 36 relative to the honeycomb side 30b Both h3 and h6 are 18mm. On the other hand, the thickness of the top plate 30 at the concave portion R is increased to 6.6 mm (that is, greater than the thickness t0 of the top plate 30 at other places), and the concave portion R is provided with a cross-shaped rib 37a, which is opposite to The height h0 of the honeycomb side 30b is 10 mm (which is greater than the thickness t0 of the top plate 30 ) to improve the compressive strength of the standard raised floor 3 in the middle.

又,各該肋骨之寬度d1~d7可依需求相同或不相同,如圖3C所示。例如,第一肋骨31之寬度d1為8㎜、第二肋骨32之寬度d2為6㎜、第三肋骨33之寬度d3為2.8㎜、第四肋骨34之寬度d4為3.2㎜、第五肋骨35之寬度d5為3.2㎜、第六肋骨36之寬度d6為2.8㎜、及第七肋骨37之寬度d7為4.2㎜。In addition, the widths d1 to d7 of the ribs can be the same or different according to requirements, as shown in FIG. 3C . For example, the width d1 of the first rib 31 is 8 mm, the width d2 of the second rib 32 is 6 mm, the width d3 of the third rib 33 is 2.8 mm, the width d4 of the fourth rib 34 is 3.2 mm, and the fifth rib 35 The width d5 is 3.2 mm, the width d6 of the sixth rib 36 is 2.8 mm, and the width d7 of the seventh rib 37 is 4.2 mm.

另外,該輔助肋38相對於該蜂巢側30b之高度h8為8㎜,且其寬度d8為2.5㎜。In addition, the height h8 of the auxiliary rib 38 relative to the honeycomb side 30b is 8 mm, and the width d8 thereof is 2.5 mm.

由上可知,該肋骨結構3a之部分高度h3,h6亦較小,即該中肋骨(第三及第六肋骨33,36)之高度h3,h6較主肋骨(第一、第二、第四、第五及第七肋骨31,32,34,35,37)之高度h1,h2,h4,h5,h7小很多,以利於節省材料及減輕重量。It can be seen from the above that the heights h3 and h6 of the rib structure 3a are also smaller, that is, the heights h3 and h6 of the middle ribs (the third and sixth ribs 33 and 36 ) are higher than the heights h3 and h6 of the main ribs (the first, second and fourth ribs 33 and 36 ). , the fifth and seventh ribs 31, 32, 34, 35, 37) are much smaller in height h1, h2, h4, h5, h7 to save material and reduce weight.

圖4A、圖4B及圖4C係為本創作之標準型高架地板4之第四實施例之示意圖。本實施例之標準型高架地板4亦用於承載較重負荷,其承載負荷約1500公斤,且其與第三實施例之差異在於肋骨結構4a之局部高度之改變,故以下不再贅述相同處。FIG. 4A , FIG. 4B and FIG. 4C are schematic diagrams of the fourth embodiment of the standard raised floor 4 of the present creation. The standard raised floor 4 of this embodiment is also used to carry heavier loads, the load is about 1500 kg, and the difference from the third embodiment is the change of the local height of the rib structure 4a, so the same points will not be repeated below. .

於本實施例中,該天板40之厚度t0為3㎜,該第一肋骨41相對於該蜂巢側40b之高度h1為48㎜,且該第一肋骨41與該天板40之高度和T(即該第一肋骨41相對於該地面側40a之高度)為51㎜,而該腳座4b、該第一肋骨41與該天板40之總高度H為55㎜,其中,該翼板4d之厚度t1為6㎜,該第一肋骨41係形成於該天板40邊緣而成為該標準型高架地板4之邊肋骨,以作為該標準型高架地板4之邊框,且該第一至第六肋骨41~46係以第七肋骨47為基準而左右對稱(或如圖4B所示之上下對稱)分布。In this embodiment, the thickness t0 of the top plate 40 is 3 mm, the height h1 of the first rib 41 relative to the honeycomb side 40b is 48 mm, and the height of the first rib 41 and the top plate 40 is the sum T (that is, the height of the first rib 41 relative to the ground side 40a) is 51mm, and the total height H of the foot seat 4b, the first rib 41 and the top plate 40 is 55mm, wherein the wing plate 4d The thickness t1 is 6 mm, the first rib 41 is formed on the edge of the top plate 40 and becomes the side rib of the standard elevated floor 4 as the frame of the standard elevated floor 4, and the first to sixth The ribs 41 to 46 are distributed symmetrically (or symmetrically up and down as shown in FIG. 4B ) on the basis of the seventh rib 47 .

再者,於肋骨結構4a中,如圖4C所示,第二肋骨42相對於該蜂巢側40b之高度h2為47㎜、第四肋骨44相對於該蜂巢側40b之高度h4為34.5㎜、第五肋骨45相對於該蜂巢側40b之高度h5為34.5㎜、第七肋骨47相對於該蜂巢側40b之高度h7為47㎜、第三及第六肋骨43,46相對於該蜂巢側40b之高度h3,h6均為17.5㎜。另一方面,該天板40於該凹部R處之厚度為6㎜(係大於其它處之厚度t0),且該凹部R內配置有十字形肋骨47a,其相對於該蜂巢側40b之高度h0為11㎜(其係大於該天板40之厚度t0),以提高該標準型高架地板4在中間處之抗壓強度。Furthermore, in the rib structure 4a, as shown in FIG. 4C, the height h2 of the second rib 42 relative to the honeycomb side 40b is 47 mm, the height h4 of the fourth rib 44 relative to the honeycomb side 40b is 34.5 mm, The height h5 of the fifth rib 45 relative to the honeycomb side 40b is 34.5 mm, the height h7 of the seventh rib 47 relative to the honeycomb side 40b is 47 mm, the heights of the third and sixth ribs 43, 46 relative to the honeycomb side 40b Both h3 and h6 are 17.5mm. On the other hand, the thickness of the top plate 40 at the concave portion R is 6 mm (which is greater than the thickness t0 at other places), and the concave portion R is provided with a cross-shaped rib 47a with a height h0 relative to the honeycomb side 40b It is 11 mm (which is larger than the thickness t0 of the top plate 40 ), so as to improve the compressive strength of the standard raised floor 4 in the middle.

又,各該肋骨之寬度d1~d7可依需求相同或不相同,如圖4C所示。例如,第一肋骨41之寬度d1為7㎜、第二肋骨42之寬度d2為4㎜、第三肋骨43之寬度d3為3㎜、第四肋骨44之寬度d4為3.5㎜、第五肋骨45之寬度d5為3.5㎜、第六肋骨46之寬度d6為3㎜、及第七肋骨47之寬度d7為4.5㎜。In addition, the widths d1 to d7 of the ribs can be the same or different according to requirements, as shown in FIG. 4C . For example, the width d1 of the first rib 41 is 7 mm, the width d2 of the second rib 42 is 4 mm, the width d3 of the third rib 43 is 3 mm, the width d4 of the fourth rib 44 is 3.5 mm, and the fifth rib 45 The width d5 is 3.5 mm, the width d6 of the sixth rib 46 is 3 mm, and the width d7 of the seventh rib 47 is 4.5 mm.

另外,該輔助肋48相對於該蜂巢側40b之高度h8為3㎜,且其寬度d8為3㎜。In addition, the height h8 of the auxiliary rib 48 relative to the honeycomb side 40b is 3 mm, and the width d8 thereof is 3 mm.

由上可知,該肋骨結構4a之部分高度h3,h6亦較小,即該中肋骨(第三及第六肋骨43,46)之高度h3,h6較主肋骨(第一、第二、第四、第五及第七肋骨41,42,44,45,47)之高度h1,h2,h4,h5,h7小很多,以利於節省材料及減輕重量。It can be seen from the above that the heights h3 and h6 of the rib structures 4a are also smaller, that is, the heights h3 and h6 of the middle ribs (the third and sixth ribs 43 and 46 ) are higher than the heights h3 and h6 of the main ribs (the first, second, and fourth ribs 43 and 46 ). , the fifth and seventh ribs 41, 42, 44, 45, 47) are much smaller in heights h1, h2, h4, h5, h7, in order to save material and reduce weight.

圖5A、圖5B及圖5C係為本創作之標準型高架地板5之第五實施例之示意圖。本實施例與上述實施例之差異在於新增穿孔,故以下不再贅述相同處。FIG. 5A , FIG. 5B and FIG. 5C are schematic diagrams of the fifth embodiment of the standard raised floor 5 of the present creation. The difference between this embodiment and the above-mentioned embodiment is that a new perforation is added, so the same points will not be repeated below.

如圖5A及圖5C所示,基於第一實施例,該標準型高架地板5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50,並以該第七肋骨17(井字型肋骨)將該蜂巢側10b分成四個區域,每個區域又形成25個子區域(該凹部S),該井字型肋骨內藉由該些肋骨(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(該凹部R,S),以令每個子區域均具有九個穿孔50,但於該井字型肋骨之中央部位之子區域(該凹部R)不形成該穿孔50。As shown in FIG. 5A and FIG. 5C , based on the first embodiment, the standard raised floor 5 is formed on the ceiling 10 with a plurality of through holes 50 connecting the ground side 10 a and the honeycomb side 10 b, and the seventh rib 17 (Tic-shaped rib) The honeycomb side 10b is divided into four regions, and each region forms 25 sub-regions (the concave portion S), the ribs (the second rib 12, the third The rib 13, the fourth rib 14, the fifth rib 15 and the sixth rib 16) can be separated by 21 other sub-regions (the recesses R, S), so that each sub-region has nine perforations 50, but in this The through hole 50 is not formed in the sub-region of the central portion of the well-shaped rib (the concave portion R).

於本實施例中,該些穿孔50之位置係對應該些凹部S配置。例如,每一凹部S上形成有九個穿孔50,且該九個穿孔50係陣列排設,使每排係具有三個穿孔50。In this embodiment, the positions of the through holes 50 correspond to the concave portions S. For example, each recess S is formed with nine through holes 50 , and the nine through holes 50 are arranged in an array, so that each row has three through holes 50 .

因此,該第七肋骨17(井字型肋骨)之中央部位之凹部R可不設置該穿孔50,且其內十字形肋骨17a相對於該蜂巢側10b之高度h0係大於該天板10之厚度t0,以提高該標準型高架地板5之強度。Therefore, the hole 50 may not be provided in the concave portion R of the central portion of the seventh rib 17 (the well-shaped rib), and the height h0 of the inner cross-shaped rib 17a relative to the honeycomb side 10b is greater than the thickness t0 of the top plate 10 , in order to improve the strength of the standard raised floor 5 .

應可理解地,第二至第四實施例之標準型高架地板2,3,4亦可於其凹部S中形成該些穿孔50。例如,基於第二實施例,以該輔助肋28隔開各排穿孔50,使每排係具有三個穿孔50,如圖5B所示。It should be understood that the standard raised floors 2 , 3 , and 4 of the second to fourth embodiments can also have the through holes 50 formed in the concave portions S thereof. For example, based on the second embodiment, the rows of perforations 50 are separated by the auxiliary ribs 28 so that each row has three perforations 50, as shown in FIG. 5B.

綜上所述,本創作之標準型高架地板1,2,3,4,5主要藉由該肋骨結構1a,2a,3a,4a之主肋骨相對於該蜂巢側10b,20b,30b,40b之高度h1,h2,h4,h5,h7均至少為25公厘,以提升該標準型高架地板1,2,3,4,5之結構強度,故該標準型高架地板1,2,3,4,5能承受半導體製程中較重之機台設備,以避免該標準型高架地板1,2,3,4,5於使用中發生碎裂之問題。進一步,依該標準型高架地板1,2,3,4,5之承載負荷大小以調整肋骨之高度h1~h7與寬度d1~d7大小,進而節省該標準型高架地板1,2,3,4,5之材料及減輕重量。To sum up, the standard raised floor 1, 2, 3, 4, 5 of the present creation is mainly made of the main rib of the rib structure 1a, 2a, 3a, 4a relative to the honeycomb side 10b, 20b, 30b, 40b The heights h1, h2, h4, h5, h7 are all at least 25 mm to enhance the structural strength of the standard raised floor 1, 2, 3, 4, 5, so the standard raised floor 1, 2, 3, 4 ,5 Can withstand the heavier equipment in the semiconductor process to avoid the problem of fragmentation of the standard raised floor 1,2,3,4,5 in use. Further, the height h1~h7 and width d1~d7 of the rib are adjusted according to the bearing load of the standard raised floor 1, 2, 3, 4, 5, thereby saving the standard raised floor 1, 2, 3, 4 , 5 materials and reduce weight.

再者,藉由該輔助肋28,38,48之設計,可進一步提升該標準型高架地板2,3,4之結構強度。Furthermore, through the design of the auxiliary ribs 28, 38, 48, the structural strength of the standard raised floor 2, 3, 4 can be further enhanced.

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

1,2,3,4,5:標準型高架地板 1a,2a,3a,4a:肋骨結構 1b,2b,3b,4b:腳座 1c:頂針位 1d,2d,3d,4d:翼板 10,20,30,40:天板 10a,20a,30a,40a:地面側 10b,20b,30b,40b:蜂巢側 11,21,31,41:第一肋骨 12,22,32,42:第二肋骨 13,23,33,43:第三肋骨 14,24,34,44:第四肋骨 15,25,35,45:第五肋骨 16,26,36,46:第六肋骨 17,27,37,47:第七肋骨 17a,27a,37a,47a:十字形肋骨 28,38,48:輔助肋 50:穿孔 d1~d8:寬度 H:總高度 h0~h8:高度 L:長度 R,S:凹部 T:高度和 t0,t1:厚度 w:間隔距離 1,2,3,4,5: Standard Raised Floor 1a, 2a, 3a, 4a: Rib structure 1b, 2b, 3b, 4b: feet 1c: Ejector position 1d, 2d, 3d, 4d: Wings 10, 20, 30, 40: top plate 10a, 20a, 30a, 40a: Ground side 10b, 20b, 30b, 40b: Hive side 11, 21, 31, 41: First rib 12, 22, 32, 42: Second rib 13, 23, 33, 43: Third rib 14, 24, 34, 44: Fourth rib 15, 25, 35, 45: Fifth rib 16, 26, 36, 46: Sixth Rib 17, 27, 37, 47: Seventh Rib 17a, 27a, 37a, 47a: Cross Ribs 28, 38, 48: Auxiliary ribs 50: perforation d1~d8: width H: total height h0~h8: height L: length R, S: Recess T: height and t0, t1: thickness w: separation distance

圖1A係為本創作之標準型高架地板之第一實施例之立體示意圖。FIG. 1A is a three-dimensional schematic diagram of the first embodiment of the standard raised floor created by 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沿其中一方向之C-C剖線之剖面圖。FIG. 1C is a cross-sectional view of FIG. 1B taken along the line C-C in one of the directions.

圖1D係為圖1A之另一視角之立體示意圖。FIG. 1D is a schematic perspective view of FIG. 1A from another perspective.

圖2A係為本創作之標準型高架地板之第二實施例之立體示意圖。FIG. 2A is a three-dimensional schematic diagram of the second embodiment of the standard raised floor of the present creation.

圖2B係為圖2A之前視平面圖。FIG. 2B is a front plan view of FIG. 2A.

圖2C係為圖2B沿其中一方向之C-C剖線之剖面圖。FIG. 2C is a cross-sectional view of FIG. 2B along the C-C line in one of the directions.

圖3A係為本創作之標準型高架地板之第三實施例之立體示意圖。FIG. 3A is a three-dimensional schematic diagram of the third embodiment of the standard raised floor of the present creation.

圖3B係為圖3A之前視平面圖。FIG. 3B is a plan view from the front of FIG. 3A .

圖3C係為圖3B沿其中一方向之C-C剖線之剖面圖。FIG. 3C is a cross-sectional view of FIG. 3B taken along the C-C line in one of the directions.

圖4A係為本創作之標準型高架地板之第四實施例之立體示意圖。FIG. 4A is a perspective view of the fourth embodiment of the standard raised floor created by the present invention.

圖4B係為圖4A之前視平面圖。FIG. 4B is a plan view from the front of FIG. 4A .

圖4C係為圖4B沿其中一方向之C-C剖線之剖面圖。FIG. 4C is a cross-sectional view of FIG. 4B taken along the C-C line in one of the directions.

圖5A係為本創作之標準型高架地板之第五實施例之前視平面圖。FIG. 5A is a front plan view of the fifth embodiment of the standard raised floor of the present creation.

圖5B係為圖5A之另一態樣之前視平面圖。FIG. 5B is a front plan view of another aspect of FIG. 5A.

圖5C係為圖5A之另一視角之立體示意圖。FIG. 5C is a perspective view of FIG. 5A from another perspective.

1:標準型高架地板 1: Standard Raised Floor

1a:肋骨結構 1a: Rib structure

1b:腳座 1b: Foot seat

1d:翼板 1d: wing plate

10:天板 10: top plate

10a:地面側 10a: Ground side

10b:蜂巢側 10b: Hive side

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:十字形肋骨 17a: Cross Ribs

d1~d7:寬度 d1~d7: width

H:總高度 H: total height

h0~h7:高度 h0~h7: height

R,S:凹部 R, S: Recess

T:高度和 T: height and

t0,t1:厚度 t0, t1: thickness

Claims (15)

一種標準型高架地板,係包括: 天板,係具有相對之地面側與蜂巢側;以及 肋骨結構,係設於該天板之蜂巢側上以形成複數凹部,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、第二、第四、第五及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,而該第三及第六肋骨係作為中肋骨,其相對於該蜂巢側之高度係低於25公厘。 A standard type of raised floor comprising: a top plate having opposing ground and honeycomb sides; and The rib structure is arranged on the honeycomb side of the top plate to form a plurality of concave parts, wherein the rib structure is defined by the first rib, the second rib, the third rib, the fourth rib and the fourth rib in sequence from the edge of the top plate to the middle. Rib, fifth, sixth and seventh rib, and the first, second, fourth, fifth and seventh ribs are used as main ribs, and their height relative to the honeycomb side is at least 25 mm , and the third and sixth ribs are used as middle ribs, and their height relative to the honeycomb side is less than 25 mm. 如請求項1所述之標準型高架地板,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。The standard raised floor as claimed 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所述之標準型高架地板,其中,該第一肋骨係形成於該天板邊緣而成為該標準型高架地板之邊肋骨,以作為該標準型高架地板之邊框,供固接腳座。The standard raised floor as claimed in claim 1, wherein the first rib is formed on the edge of the ceiling to become a side rib of the standard raised floor, used as a frame of the standard raised floor for fixing feet seat. 如請求項1所述之標準型高架地板,其中,該第一肋骨相對於該蜂巢側之高度均大於該第三肋骨至該第七肋骨相對於該蜂巢側之高度,且該第一肋骨與該天板之高度和係為50至52公厘,而該天板之厚度為3至3.6公厘。The standard raised floor as claimed in claim 1, wherein the height of the first rib relative to the honeycomb side is greater than the heights of the third rib to the seventh rib relative to the honeycomb side, and the first rib is different from the honeycomb side. The height sum of the top plate is 50 to 52 mm, and the thickness of the top plate is 3 to 3.6 mm. 如請求項1所述之標準型高架地板,其中,該第二肋骨、該第四肋骨、該第五肋骨及該第七肋骨相對於該蜂巢側之高度為32至48.4公厘。The standard raised floor as claimed in claim 1, wherein the height of the second rib, the fourth rib, the fifth rib and the seventh rib relative to the honeycomb side is 32 to 48.4 mm. 如請求項1所述之標準型高架地板,其中,該第三肋骨及第六肋骨相對於該蜂巢側之高度係為17.5至18公厘。The standard raised floor as claimed in claim 1, wherein the height of the third rib and the sixth rib relative to the honeycomb side is 17.5 to 18 mm. 如請求項1所述之標準型高架地板,其中,該第一肋骨之寬度為7至8公厘。The standard raised floor according to claim 1, wherein the width of the first rib is 7 to 8 mm. 如請求項1所述之標準型高架地板,其中,該第二肋骨、該第四肋骨、該第五肋骨及該第七肋骨之寬度為3.2至5.5公厘。The standard raised floor as claimed in claim 1, wherein the width of the second rib, the fourth rib, the fifth rib and the seventh rib is 3.2 to 5.5 mm. 如請求項1所述之標準型高架地板,其中,該第三肋骨及第六肋骨之寬度係為2.8至3公厘。The standard raised floor as claimed in claim 1, wherein the width of the third rib and the sixth rib is 2.8 to 3 mm. 如請求項1所述之標準型高架地板,其中,該肋骨結構復包含高度低於該中肋骨之複數輔助肋,且該複數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該複數輔助肋。The standard raised floor as claimed in claim 1, wherein the rib structure further comprises a plurality of auxiliary ribs whose height is lower than that of the middle rib, and the plurality of auxiliary ribs are correspondingly formed in each of the concave portions, so that a single concave portion The plurality of auxiliary ribs are arranged. 如請求項10所述之標準型高架地板,其中,該複數輔助肋係沿單一方向延伸而未相互交錯。The standard raised floor of claim 10, wherein the plurality of auxiliary ribs extend in a single direction without interlacing each other. 如請求項10所述之標準型高架地板,其中,該輔助肋相對於該蜂巢側之高度係為3至8公厘,且其寬度為2.5至3公厘。The standard raised floor of claim 10, wherein the height of the auxiliary rib relative to the honeycomb side is 3 to 8 mm, and the width thereof is 2.5 to 3 mm. 如請求項1所述之標準型高架地板,其中,該天板上係形成有連通該地面側與蜂巢側之複數穿孔,且該複數穿孔之位置係對應該複數凹部。The standard raised floor according to claim 1, wherein a plurality of perforations connecting the ground side and the honeycomb side are formed on the top plate, and the positions of the plurality of perforations correspond to the plurality of recesses. 如請求項1所述之標準型高架地板,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,以將該標準型高架地板分成四個區域,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,該第一肋骨至第六肋骨係以該井字型肋骨為基準對稱分布,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,其內配置有十字形肋骨,且於該天板之四周形成一翼板,使該十字形肋骨之高度及該翼板之厚度均大於該天板之厚度,以提高該標準型高架地板在中間處之強度。The standard raised floor as claimed in claim 1, wherein the rib structure is longitudinally and laterally tied with two of the seventh ribs to form a well-shaped rib, so as to divide the standard raised floor into four areas, the 25 sub-regions are formed between the adjacent second rib, third rib, fourth rib, fifth rib and sixth rib in the four regions, each sub-region has a recess, the first rib to sixth rib The ribs are symmetrically distributed on the basis of the well-shaped rib, and another concave part is formed in the central part of the well-shaped rib formed by the seventh rib, and a cross-shaped rib is arranged in it, and is arranged around the ceiling plate. A wing plate is formed, so that the height of the cross-shaped rib and the thickness of the wing plate are larger than the thickness of the top plate, so as to improve the strength of the standard raised floor in the middle. 如請求項14所述之標準型高架地板,其中,該井字型肋骨內藉由該第二肋骨、第三肋骨、第四肋骨、第五肋骨及第六肋骨間隔出21個另一子區域,且各該子區域中均具有九個穿孔,但於該井字型肋骨之中央部位之子區域不形成該穿孔。The standard raised floor of claim 14, wherein 21 other sub-areas are separated from the second rib, the third rib, the fourth rib, the fifth rib and the sixth rib in the well-shaped rib , and each of the sub-regions has nine through holes, but the through-holes are not formed in the sub-region of the central part of the well-shaped rib.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI781013B (en) * 2021-12-16 2022-10-11 惠亞工程股份有限公司 Standard raised floor
TWI824712B (en) * 2022-09-13 2023-12-01 惠亞工程股份有限公司 Mixed raised floor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI781013B (en) * 2021-12-16 2022-10-11 惠亞工程股份有限公司 Standard raised floor
TWI824712B (en) * 2022-09-13 2023-12-01 惠亞工程股份有限公司 Mixed raised floor

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