TWM625241U - Complex raised floor - Google Patents

Complex raised floor Download PDF

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Publication number
TWM625241U
TWM625241U TW110214716U TW110214716U TWM625241U TW M625241 U TWM625241 U TW M625241U TW 110214716 U TW110214716 U TW 110214716U TW 110214716 U TW110214716 U TW 110214716U TW M625241 U TWM625241 U TW M625241U
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rib
height
raised floor
ribs
integrated
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TW110214716U
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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 TWM625241U publication Critical patent/TWM625241U/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

綜合型高架地板Integrated Raised Floor

本創作係有關一種地板,尤指一種具有肋骨結構之綜合型高架地板。This work is about a floor, especially a comprehensive 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,本創作提供一種綜合型高架地板,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、第三、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,而該第二、第四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 various deficiencies in the above-mentioned prior art, the present invention provides a comprehensive raised floor, comprising: a ceiling plate having opposite ground side and honeycomb side; and a rib structure arranged on the honeycomb side of the ceiling plate to form 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, third, fifth and seventh ribs are used as main ribs, and their height relative to the honeycomb side is at least 25 mm, and the second, fourth and sixth ribs are used as middle ribs, which are The height relative to the honeycomb side is less than 25 mm.

前述之綜合型高架地板中,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 integrated raised floor, the plurality of recesses are arranged in an array to form a honeycomb structure on the honeycomb side.

前述之綜合型高架地板中,該第一肋骨係形成於該天板邊緣而成為該綜合型高架地板之邊肋骨,以作為該綜合型高架地板之邊框,供固接腳座。In the above-mentioned integrated elevated floor, the first rib is formed on the edge of the top plate to become a side rib of the integrated elevated floor, used as a frame of the integrated elevated floor for fixing the feet.

前述之綜合型高架地板中,該第一肋骨相對於該蜂巢側之高度均高於第二至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47至58公厘,而該天板之厚度為2.5至3.2公厘。In the aforementioned integrated elevated floor, the height of the first rib relative to the honeycomb side is higher than the height of the second to seventh ribs relative to the honeycomb side, and the sum of the heights of the first rib and the ceiling is 47 to 58 mm, and the thickness of the top plate is 2.5 to 3.2 mm.

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

前述之綜合型高架地板中,該第三肋骨相對於該蜂巢側之高度為25至38公厘、該第五肋骨相對於該蜂巢側之高度為32至38公厘、及該第七肋骨相對於該蜂巢側之高度為34.5至45公厘。In the above-mentioned integrated raised floor, the height of the third rib relative to the honeycomb side is 25 to 38 mm, the height of the fifth rib relative to the honeycomb side is 32 to 38 mm, and the height of the seventh rib relative to the honeycomb side is 32 to 38 mm. The height on the side of the honeycomb is 34.5 to 45 mm.

前述之綜合型高架地板中,該第三肋骨之寬度為2.5至3公厘、該第五肋骨之寬度為2.5至3公厘、及該第七肋骨之寬度為4至6公厘。In the aforementioned integrated raised floor, the width of the third rib is 2.5 to 3 mm, the width of the fifth rib is 2.5 to 3 mm, and the width of the seventh rib is 4 to 6 mm.

前述之綜合型高架地板中,該第二、第四及第六肋骨相對於該蜂巢側之高度為8至20公厘。In the aforementioned integrated raised floor, the height of the second, fourth and sixth ribs relative to the honeycomb side is 8 to 20 mm.

前述之綜合型高架地板中,該第二、第四及第六肋骨之寬度為2.5至3.2公厘。In the aforementioned integrated raised floor, the widths of the second, fourth and sixth ribs are 2.5 to 3.2 mm.

前述之綜合型高架地板中,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,該複數輔助肋係沿多方向延伸而相互交錯。或者,該複數輔助肋係沿單一方向延伸而未相互交錯。進一步,該輔助肋相對於該蜂巢側之高度係為2至6公厘,且其寬度為2.5至3公厘。In the aforementioned integrated 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 multiple directions and are staggered. Alternatively, the plurality of auxiliary ribs extend in a single direction without interdigitating. Further, the height of the auxiliary rib relative to the honeycomb side is 2 to 6 mm, and the width thereof is 2.5 to 3 mm.

前述之綜合型高架地板中,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 integrated 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.

前述之綜合型高架地板中,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,以將該綜合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,以提高該綜合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 above-mentioned integrated raised floor, the rib structure is tied with two of the seventh ribs to form a well-shaped rib in the longitudinal and transverse directions, so as to divide the integrated 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 ceiling plate, so as to improve the strength of the integrated 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,本創作之綜合型高架地板中,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,且該中肋骨之寬度及高度也不會低於25公厘太多,以提升該綜合型高架地板之結構強度(如至少可承載700公斤重之機台設備),故相較於習知技術,該綜合型高架地板可承受半導體製程中較重之機台設備,以避免該綜合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 integrated 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, and the width and height of the middle rib will not be less than 25 mm. There are too many millimeters in order to improve the structural strength of the integrated raised floor (for example, it can carry at least 700 kg of machine equipment). Therefore, compared with the prior art, the integrated raised floor can withstand the heavier load in the semiconductor process. Machine equipment to avoid the problem of fragmentation of the integrated raised floor 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」、「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", "down", "left", "right" and "one" quoted in this specification are only for the convenience of description and are not used to limit the implementation of this creation. The change or adjustment of the scope and its relative 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、圖1D及圖1E係為本創作之綜合型高架地板1之第一實施例之示意圖。本實施例之綜合型高架地板1係為標準型,其用於承載較重負荷,如承載負荷約1000公斤。FIG. 1A , FIG. 1B , FIG. 1C , FIG. 1D and FIG. 1E are schematic diagrams of the first embodiment of the integrated raised floor 1 created by the present invention. The integrated raised floor 1 of this embodiment is a standard type, which is used to carry a relatively heavy load, such as a load of about 1000 kg.

所述之綜合型高架地板1係具有一天板10、以及設於該天板10上之肋骨結構1a。The above-mentioned integrated 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,以於縱向及橫向肋骨結構1a之間形成複數凹部S,其中,圖1C係顯示縱向之肋骨結構1a,圖1D係顯示橫向之肋骨結構1a。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 between the longitudinal and transverse rib structures 1a S, wherein, Fig. 1C shows the longitudinal rib structure 1a, and Fig. 1D shows the transverse rib structure 1a.

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3.2㎜,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,該腳座1b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用於調整該綜合型高架地板1之總高度H,使得多個綜合型高架地板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 3.2 mm, and a wing plate 1d (the thickness t1 is 3.2 mm) is formed around the top plate 10. 6mm, 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, and the bottom of the feet 1b is L-shaped convex (or L-shaped concave) , for fixing a support tripod (figure omitted). For example, the feet 1b are used to adjust the total height H of the integrated raised floor 1 so that a plurality of integrated raised floors 1 are located on the same horizontal plane.

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、第三、第五及第七肋骨11,13,15,17相對於該蜂巢側10b之高度h1,h3,h5,h7係至少為25公厘(㎜),而該第二、第四及第六肋骨12,14,16相對於該蜂巢側10b之高度h2,h4,h6係低於25公厘,故該第一、第三、第五及第七肋骨11,13,15,17係作為主肋骨,而該第二、第四及第六肋骨12,14,16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 the first rib 11, the second rib 12, the third rib 13, the third rib 13, the first rib 11, the second rib 12, the third rib 13, the The fourth rib 14, the fifth rib 15, the sixth rib 16 and the seventh rib 17, and the height h1 of the first, third, fifth and seventh ribs 11, 13, 15, 17 relative to the honeycomb side 10b, h3, h5, h7 are at least 25 mm (mm), and the heights h2, h4, h6 of the second, fourth and sixth ribs 12, 14, 16 relative to the honeycomb side 10b are less than 25 mm , so the first, third, fifth and seventh ribs 11, 13, 15, 17 are used as main ribs, and the second, fourth and sixth ribs 12, 14, 16 are used as middle ribs, of which, 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 and the third The distance w between the ribs 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邊緣而成為該綜合型高架地板1之邊肋骨,以作為該綜合型高架地板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49㎜,係均大於第二至第七肋骨12~17相對於該蜂巢側10b之高度h2~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52.2㎜(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(即綜合型高架地板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 integrated elevated floor 1 to serve as a frame of the integrated elevated floor 1 for fixing the feet 1b. For example, the height h1 of the first rib 11 relative to the honeycomb side 10b is 49 mm, which is greater than the heights h2-h7 of the second to seventh ribs 12-17 relative to the honeycomb side 10b, and the first rib 11 and the height of the top plate 10 and T (that is, the height of the first rib 11 relative to the ground side 10a) is 52.2 mm (that is, T=h1+t0), and the foot 1b, the first rib 11 and the The total height H of the top plate 10 (ie the foot height of the integrated raised floor 1 ) is 55 mm.

再者,該肋骨結構1a的第二至第七肋骨12~17之高度h2~h7可依需求相同或不相同,如圖1C所示。例如,第三肋骨13相對於該蜂巢側10b之高度h3為36㎜、第五肋骨15相對於該蜂巢側10b之高度h5為36㎜、第七肋骨17相對於該蜂巢側10b之高度h7為36㎜、第二肋骨12相對於該蜂巢側10b之高度h2為20㎜、第四肋骨14相對於該蜂巢側10b之高度h4為20㎜、及第六肋骨16相對於該蜂巢側10b之高度h6為20㎜,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,以將該綜合型高架地板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之厚度為5.2㎜(係大於該天板10之厚度t0),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12㎜(係大於該天板10之厚度t0),該天板10於該凹部R之厚度可依需求大於該天板10之厚度2㎜,以提高該綜合型高架地板1在中間處之抗壓強度。應可理解地,該天板10於該凹部R之厚度可依需求與該天板10之厚度t0相同,且該第二至第六肋骨12~16之高度h2~h6係呈規律性設計。Furthermore, the heights h2 to h7 of the second to seventh ribs 12 to 17 of the rib structure 1a may be the same or different according to requirements, as shown in FIG. 1C . For example, the height h3 of the third rib 13 relative to the honeycomb side 10b is 36 mm, the height h5 of the fifth rib 15 relative to the honeycomb side 10b is 36 mm, and the height h7 of the seventh rib 17 relative to the honeycomb side 10b is 36mm, the height h2 of the second rib 12 relative to the honeycomb side 10b is 20mm, the height h4 of the fourth rib 14 relative to the honeycomb side 10b is 20mm, and the height of the sixth rib 16 relative to the honeycomb side 10b h6 is 20 mm, wherein the two longitudinal and transverse seventh ribs 17 form a well-shaped rib, so that the integrated raised floor 1 is divided into four areas, and the adjacent second ribs 12, Twenty-five sub-regions are formed between the third rib 13, the fourth rib 14, the fifth rib 15 and the sixth rib 16, each sub-region has a concave part S, and another shape is formed in the central part of the well-shaped rib The concave portion R. Further, the thickness of the top plate 10 in the concave portion R is 5.2 mm (which is greater than the thickness t0 of the top plate 10 ), and the concave portion R is provided with a cross-shaped rib 17a, and its height h0 relative to the honeycomb side 10b is 12mm (which is greater than the thickness t0 of the top plate 10), the thickness of the top plate 10 in the recess R can be greater than the thickness of the top plate 10 by 2mm according to the requirements, so as to improve the resistance of the integrated raised floor 1 in the middle. compressive strength. It should be understood that the thickness of the top plate 10 in the recess R can be the same as the thickness t0 of the top plate 10 according to requirements, and the heights h2 to h6 of the second to sixth ribs 12 to 16 are regularly designed.

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8㎜,第二肋骨12之寬度d2為2.7㎜、第三肋骨13之寬度d3為2.7㎜、第四肋骨14之寬度d4為2.5㎜、第五肋骨15之寬度d5為2.7㎜、第六肋骨16之寬度d6為2.7㎜、及第七肋骨17之寬度d7為4.8㎜。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 8 mm, the width d2 of the second rib 12 is 2.7 mm, the width d3 of the third rib 13 is 2.7 mm, the width d4 of the fourth rib 14 is 2.5 mm, and the width d4 of the fifth rib 15 is 2.5 mm. The width d5 is 2.7 mm, the width d6 of the sixth rib 16 is 2.7 mm, and the width d7 of the seventh rib 17 is 4.8 mm.

另外,該肋骨結構1a於另一方向(如圖1B所示之上下方向)之設計,如圖1D所示,除了第四肋骨14a與第六肋骨16a不相同外,其餘肋骨均為相同尺寸,故可調整第四及第六肋骨14a,16a相對於該蜂巢側10b之高度h4,h6為10㎜,且第四肋骨14a之寬度d4為2.7㎜。In addition, the design of the rib structure 1a in another direction (the up-down direction as shown in FIG. 1B ), as shown in FIG. 1D , except that the fourth rib 14a and the sixth rib 16a are different, the other ribs are all the same size, Therefore, the height h4, h6 of the fourth and sixth ribs 14a, 16a relative to the honeycomb side 10b can be adjusted to be 10 mm, and the width d4 of the fourth rib 14a is 2.7 mm.

由上可知,該綜合型高架地板1之天板10之厚度t0較小,且該肋骨結構1a之部分高度h2,h4,h6亦較小,即該中肋骨(該第二、第四及第六肋骨12,14,16)之高度h2,h4,h6較主肋骨(該第一、第三、第五及第七肋骨11,13,15,17)之高度h1,h3,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 top plate 10 of the integrated raised floor 1 is relatively small, and the partial heights h2, h4 and h6 of the rib structure 1a are also relatively small, that is, the middle ribs (the second, fourth and The heights h2, h4, h6 of the six ribs (12, 14, 16) are smaller than the heights h1, h3, h5, h7 of the main ribs (the first, third, fifth and seventh ribs 11, 13, 15, 17) Many, in order to save material and reduce weight.

圖2A及圖2B係為本創作之綜合型高架地板2之第二實施例之示意圖。本實施例之綜合型高架地板2係為標準型,其用於承載較重負荷,如承載負荷約1000公斤,且其與第一實施例之差異在於肋骨結構2a之局部高度之改變,故以下不再贅述相同處。2A and 2B are schematic diagrams of the second embodiment of the integrated raised floor 2 of the present creation. The integrated raised floor 2 of this embodiment is a standard type, which is used to carry a relatively heavy load, such as a load of about 1000 kg, and the difference between it and the first embodiment is the change of the local height of the rib structure 2a, so the following The same points will not be repeated.

於本實施例中,該天板20之厚度t0為2.5㎜,該第一肋骨21相對於該蜂巢側20b之高度h1為50.5㎜,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53㎜(即T=h1+t0),且該腳座2b、該第一肋骨21與該天板20之總高度H(即綜合型高架地板2之腳高)為55㎜,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邊緣而成為該綜合型高架地板2之邊肋骨,以作為該綜合型高架地板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2A所示之上下對稱)分布。In this embodiment, the thickness t0 of the top plate 20 is 2.5 mm, the height h1 of the first rib 21 relative to the honeycomb side 20b is 50.5 mm, the height of the first rib 21 and the top plate 20 and T ( That is, the height of the first rib 21 relative to the ground side 20a) is 53 mm (ie T=h1+t0), and the total height H of the foot seat 2b, the first rib 21 and the top plate 20 (ie the combined height H) The foot height of the type raised floor 2) is 55 mm, wherein, the thickness t1 of the wing plate 2d is 6 mm, the first rib 21 is formed on the edge of the top plate 20 and becomes the side rib of the integrated raised floor 2, As the frame of the integrated raised floor 2, the first to sixth ribs 21-26 are distributed symmetrically (or up and down as shown in FIG. 2A) with the seventh rib 27 as a reference.

再者,於該肋骨結構2a中,如圖2B所示,第三肋骨23相對於該蜂巢側20b之高度h3為25㎜、第五肋骨25相對於該蜂巢側20b之高度h5為32㎜、第七肋骨27相對於該蜂巢側20b之高度h7為45㎜、第二肋骨22相對於該蜂巢側20b之高度h2為8㎜、第四肋骨24相對於該蜂巢側20b之高度h4為8㎜、及第六肋骨26相對於該蜂巢側20b之高度h6為8㎜。另一方面,該天板20於該凹部R處之厚度係增厚為5.5㎜(即大於該天板20於其它處之厚度t0約3㎜),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10㎜(係大於該天板20之厚度t0),以提高該綜合型高架地板2在中間處之抗壓強度。Furthermore, in the rib structure 2a, as shown in FIG. 2B, the height h3 of the third rib 23 relative to the honeycomb side 20b is 25 mm, the height h5 of the fifth rib 25 relative to the honeycomb side 20b is 32 mm, The height h7 of the seventh rib 27 relative to the honeycomb side 20b is 45mm, the height h2 of the second rib 22 relative to the honeycomb side 20b is 8mm, and the height h4 of the fourth rib 24 relative to the honeycomb side 20b is 8mm , and the height h6 of the sixth rib 26 relative to the honeycomb side 20b is 8 mm. On the other hand, the thickness of the top plate 20 at the recess R is increased to 5.5 mm (that is, about 3 mm larger than the thickness t0 of the top plate 20 at other places), and the recess R is provided with a cross-shaped rib 27a , its height h0 relative to the honeycomb side 20b is 10mm (which is greater than the thickness t0 of the top plate 20 ), so as to improve the compressive strength of the integrated 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2B所示。例如,第一肋骨21之寬度d1為7.5㎜,第二肋骨22之寬度d2為2.5㎜、第三肋骨23之寬度d3為2.5㎜、第四肋骨24之寬度d4為2.5㎜、第五肋骨25之寬度d5為2.5㎜、第六肋骨26之寬度d6為2.5㎜、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. 2B . For example, the width d1 of the first rib 21 is 7.5 mm, the width d2 of the second rib 22 is 2.5 mm, the width d3 of the third rib 23 is 2.5 mm, the width d4 of the fourth rib 24 is 2.5 mm, and the fifth rib 25 The width d5 is 2.5 mm, the width d6 of the sixth rib 26 is 2.5 mm, and the width d7 of the seventh rib 27 is 4.5 mm.

另外,該肋骨結構2a於另一方向(如圖2A所示之上下方向)之設計係同於圖2B所示。In addition, the design of the rib structure 2a in another direction (the up-down direction as shown in FIG. 2A ) is the same as that shown in FIG. 2B .

由上可知,該綜合型高架地板2之肋骨結構2a之部分高度h2,h4,h6較小,即該中肋骨(該第二、第四及第六肋骨22,24,26)之高度h2,h4,h6較主肋骨(該第一、第三、第五及第七肋骨21,23,25,27)之高度h1,h3,h5,h7小很多,甚至於該天板20之厚度t0(如2.5㎜)係小於第一實施例,且該腳座2b之規格、該天板20之長度L為600㎜及翼板2d之厚度t1為6㎜,均與第一實施例相同,以利於節省材料及減輕重量。It can be seen from the above that the heights h2, h4, h6 of the rib structures 2a of the integrated raised floor 2 are relatively small, namely the heights h2 of the middle ribs (the second, fourth and sixth ribs 22, 24, 26), h4, h6 are much smaller than the heights h1, h3, h5, h7 of the main ribs (the first, third, fifth and seventh ribs 21, 23, 25, 27), and even the thickness t0 of the top plate 20 ( For example, 2.5 mm) is smaller than the first embodiment, and the specifications of the foot base 2b, the length L of the top plate 20 are 600 mm, and the thickness t1 of the wing plate 2d is 6 mm, which are all the same as the first embodiment, so as to facilitate Save material and reduce weight.

圖3A、圖3B、圖3C及圖3D係為本創作之綜合型高架地板3之第三實施例之示意圖。本實施例之綜合型高架地板3係為輕型,其用於承載較輕負荷,如承載負荷約700公斤,且其與第二實施例之差異在於因承載負荷減少約300公斤,使得大部分肋骨結構3a之高度降低,且該肋骨結構3a增設輔助肋38,故以下不再贅述相同處。3A, 3B, 3C and 3D are schematic diagrams of the third embodiment of the integrated raised floor 3 of the present creation. The integrated raised floor 3 of this embodiment is light, and it is used to carry a relatively light load, such as a load of about 700 kg, and the difference from the second embodiment is that the load is reduced by about 300 kg, so that most of the ribs are The height of the structure 3a is reduced, and an auxiliary rib 38 is added to the rib structure 3a, so the same points will not be repeated below.

如圖3A、圖3B及圖3C所示,該肋骨結構3a係增設複數體積遠小於其它肋骨之輔助肋38,其相對於該蜂巢側30b之高度h8(如2㎜)係低於該中肋骨相對於該蜂巢側30b之高度h2,h4,h6,且其寬度d8為3㎜。例如,該些輔助肋38係對應形成於各該凹部S中,且沿兩方向延伸而相互交錯,如圖3B所示之單一凹部S配置兩條交錯而呈十字狀之輔助肋38。As shown in FIGS. 3A , 3B and 3C, the rib structure 3a is provided with a plurality of auxiliary ribs 38 whose volume is much smaller than other ribs, and its height h8 (eg 2 mm) relative to the honeycomb side 30b is lower than the middle rib Relative to the height h2, h4, h6 of the honeycomb side 30b, and the width d8 is 3 mm. For example, the auxiliary ribs 38 are correspondingly formed in each of the recesses S, and extend in two directions to be staggered with each other. The single recess S shown in FIG. 3B is configured with two cross-shaped auxiliary ribs 38 .

於本實施例中,該天板30之厚度t0為3㎜,該腳座3b底部呈口型凸狀(亦可呈口型凹狀),該第一肋骨31相對於該蜂巢側30b之高度h1為44㎜,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47㎜(即T=h1+t0),且該腳座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6.25㎜,該第一肋骨31係形成於該天板30邊緣而成為該綜合型高架地板3之邊肋骨,以作為該綜合型高架地板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 mm, the bottom of the foot base 3b is convex (or concave), and the height of the first rib 31 relative to the honeycomb side 30b h1 is 44 mm, the height of the first rib 31 and the top plate 30 and T (that is, the height of the first rib 31 relative to the ground side 30a) is 47 mm (ie T=h1+t0), and the foot The total height H of the seat 3b, the first rib 31 and the top plate 30 is 55 mm, wherein the thickness t1 of the wing plate 3d is 6.25 mm, and the first rib 31 is formed on the edge of the top plate 30 to become the The side ribs of the integrated elevated floor 3 are used as the frame of the integrated elevated floor 3, and the first to sixth ribs 31 to 36 are symmetrical with respect to the seventh rib 37 (or as shown in FIG. 3B ). Symmetrically up and down) distribution.

再者,於該肋骨結構3a中,如圖3C所示,第三肋骨33相對於該蜂巢側30b之高度h3為34.5㎜、第五肋骨35相對於該蜂巢側30b之高度h5為34.5㎜、第七肋骨37相對於該蜂巢側30b之高度h7為34.5㎜、第二肋骨32相對於該蜂巢側30b之高度h2為19㎜、第四肋骨34相對於該蜂巢側30b之高度h4為19㎜、及第六肋骨36相對於該蜂巢側30b之高度h6為19㎜。另一方面,該天板30於該凹部R處之厚度與其它處之厚度t0相同(或於該凹部R處可增厚,如大於該天板20於其它處之厚度t0約3㎜),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8㎜(係大於該天板30之厚度t0),以提高該綜合型高架地板3在中間處之抗壓強度。Furthermore, in the rib structure 3a, as shown in FIG. 3C, the height h3 of the third rib 33 relative to the honeycomb side 30b is 34.5 mm, the height h5 of the fifth rib 35 relative to the honeycomb side 30b is 34.5 mm, The height h7 of the seventh rib 37 relative to the honeycomb side 30b is 34.5mm, the height h2 of the second rib 32 relative to the honeycomb side 30b is 19mm, and the height h4 of the fourth rib 34 relative to the honeycomb side 30b is 19mm , and the height h6 of the sixth rib 36 relative to the honeycomb side 30b is 19 mm. On the other hand, the thickness of the top plate 30 at the recess R is the same as the thickness t0 at other places (or the thickness at the recess R can be increased, such as being greater than the thickness t0 of the top plate 20 at other places by about 3 mm), And the concave portion R is provided with a cross-shaped rib 37a, and its height h0 relative to the honeycomb side 30b is 8 mm (which is greater than the thickness t0 of the top plate 30), so as to improve the resistance of the integrated raised floor 3 in the middle. compressive strength.

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7㎜,第二肋骨32之寬度d2為3.2㎜、第三肋骨33之寬度d3為3㎜、第四肋骨34之寬度d4為3.2㎜、第五肋骨35之寬度d5為3㎜、第六肋骨36之寬度d6為3.2㎜、及第七肋骨37之寬度d7為4㎜。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 7 mm, the width d2 of the second rib 32 is 3.2 mm, the width d3 of the third rib 33 is 3 mm, the width d4 of the fourth rib 34 is 3.2 mm, and the fifth rib 35 The width d5 is 3 mm, the width d6 of the sixth rib 36 is 3.2 mm, and the width d7 of the seventh rib 37 is 4 mm.

另外,該綜合型高架地板3之第四至第六肋骨34,35,36之高度h4~h6係依序為低/高/低,故該肋骨結構3a於另一方向之設計,如圖3D所示,可調整該第四至第六肋骨34a,35a,36a之高度h4~h6。例如,第四肋骨34a相對於該蜂巢側30b之高度h4為6㎜、第五肋骨35a相對於該蜂巢側30b之高度h5為19㎜、及第六肋骨36a相對於該蜂巢側30b之高度h6為6㎜,使第四至第六肋骨34a,35a,36a之高度h4~h6依序仍為低/高/低排設,但第五肋骨35a變成中肋骨,且該第五肋骨35之寬度d5變為3.2㎜。In addition, the heights h4-h6 of the fourth to sixth ribs 34, 35, 36 of the integrated raised floor 3 are low/high/low in sequence, so the rib structure 3a is designed in another direction, as shown in FIG. 3D As shown, the heights h4-h6 of the fourth to sixth ribs 34a, 35a, 36a can be adjusted. For example, the height h4 of the fourth rib 34a relative to the honeycomb side 30b is 6 mm, the height h5 of the fifth rib 35a relative to the honeycomb side 30b is 19 mm, and the height h6 of the sixth rib 36a relative to the honeycomb side 30b 6 mm, so that the heights h4~h6 of the fourth to sixth ribs 34a, 35a, 36a are still arranged in the order of low/high/low, but the fifth rib 35a becomes the middle rib, and the width of the fifth rib 35 d5 becomes 3.2mm.

由上可知,該綜合型高架地板3之肋骨結構3a之部分高度h2,h4,h6較小,即該中肋骨(該第二、第四及第六肋骨32,34,36)之高度h2,h4,h6較主肋骨(該第一、第三、第五及第七肋骨31,33,35,37)之高度h1,h3,h5,h7小很多,且該天板30之長度L為600㎜與第一實施例相同,以利於節省材料及減輕重量。It can be seen from the above that the heights h2, h4, h6 of the rib structures 3a of the integrated raised floor 3 are relatively small, namely the heights h2 of the middle ribs (the second, fourth and sixth ribs 32, 34, 36), h4, h6 are much smaller than the heights h1, h3, h5, h7 of the main ribs (the first, third, fifth and seventh ribs 31, 33, 35, 37), and the length L of the top plate 30 is 600 ㎜ is the same as the first embodiment, in order to save material and reduce weight.

圖4A、圖4B及圖4C係為本創作之綜合型高架地板4之第四實施例之示意圖。本實施例之綜合型高架地板4係為輕型,其用於承載較輕負荷,如承載負荷約700公斤,且其與第三實施例之差異在於輔助肋48之設計,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 integrated raised floor 4 of the present creation. The integrated raised floor 4 of this embodiment is light, and is used to carry a relatively light load, such as a load of about 700 kg, and the difference from the third embodiment is the design of the auxiliary ribs 48, so the same will not be repeated below. place.

如圖4A、圖4B及圖4C所示,該肋骨結構4a之輔助肋48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,以於單一凹部S配置兩條平行之輔助肋48。As shown in FIG. 4A , FIG. 4B and FIG. 4C , the auxiliary ribs 48 of the rib structure 4 a are correspondingly formed in each of the concave portions S, and extend in a single direction without interlacing with each other, so that two parallel ribs 48 are arranged in a single concave portion S Auxiliary ribs 48 .

於本實施例中,該天板40之厚度t0為3㎜,該腳座4b底部呈口型凸狀(亦可呈口型凹狀),該第一肋骨41相對於該蜂巢側40b之高度h1為44㎜,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47㎜,且該腳座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邊緣而成為該綜合型高架地板4之邊肋骨,以作為該綜合型高架地板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 bottom of the foot base 4b is convex (or concave), and the height of the first rib 41 relative to the honeycomb side 40b h1 is 44 mm, the height and T of the first rib 41 and the top plate 40 (that is, the height of the first rib 41 relative to the ground side 40a) is 47 mm, and the foot seat 4b, the first rib 41 The total height H with the top plate 40 is 55mm, wherein the thickness t1 of the wing plate 4d is 6mm, the first rib 41 is formed on the edge of the top plate 40 and becomes the side rib of the integrated elevated floor 4 , as the frame of the integrated raised floor 4 , and the first to sixth ribs 41 to 46 are distributed symmetrically from left to right (or up and down as shown in FIG. 4B ) based on the seventh rib 47 .

再者,於該肋骨結構4a中,如圖4C所示,第三肋骨43相對於該蜂巢側40b之高度h3為38㎜、第五肋骨45相對於該蜂巢側40b之高度h5為38㎜、第七肋骨47相對於該蜂巢側40b之高度h7為38㎜、第二肋骨42相對於該蜂巢側40b之高度h2為18㎜、第四肋骨44相對於該蜂巢側40b之高度h4為18㎜、及第六肋骨46相對於該蜂巢側40b之高度h6為18㎜。另一方面,該天板40於該凹部R處之厚度為5㎜(係大於其它處之厚度t0約3㎜),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12㎜(係大於該天板40之厚度t0),以提高該綜合型高架地板4在中間處之抗壓強度。Furthermore, in the rib structure 4a, as shown in FIG. 4C, the height h3 of the third rib 43 relative to the honeycomb side 40b is 38 mm, the height h5 of the fifth rib 45 relative to the honeycomb side 40b is 38 mm, The height h7 of the seventh rib 47 relative to the honeycomb side 40b is 38mm, the height h2 of the second rib 42 relative to the honeycomb side 40b is 18mm, and the height h4 of the fourth rib 44 relative to the honeycomb side 40b is 18mm , and the height h6 of the sixth rib 46 relative to the honeycomb side 40b is 18 mm. On the other hand, the thickness of the top plate 40 at the recess R is 5 mm (about 3 mm greater than the thickness t0 at other places), and the recess R is provided with a cross-shaped rib 47a, which is opposite to the honeycomb side 40b The height h0 is 12mm (which is greater than the thickness t0 of the top plate 40 ), so as to improve the compressive strength of the integrated 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7.5㎜,第二肋骨42之寬度d2為3㎜、第三肋骨43之寬度d3為3㎜、第四肋骨44之寬度d4為3㎜、第五肋骨45之寬度d5為3㎜、第六肋骨46之寬度d6為3㎜、及第七肋骨47之寬度d7為5㎜。進一步,該肋骨結構4a於另一方向(如圖4B所示之上下方向)之設計,除了第四肋骨44a及第六肋骨46a不相同外,其餘肋骨均為相同尺寸,故可調整該第四及第六肋骨44a,46a相對於該蜂巢側40b之高度h4,h6為8㎜,並調整該第四及第六肋骨44a,46a之寬度d4,d6為3.5㎜。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 7.5 mm, the width d2 of the second rib 42 is 3 mm, the width d3 of the third rib 43 is 3 mm, the width d4 of the fourth rib 44 is 3 mm, and the fifth rib 45 The width d5 is 3 mm, the width d6 of the sixth rib 46 is 3 mm, and the width d7 of the seventh rib 47 is 5 mm. Further, in the design of the rib structure 4a in another direction (the up-down direction as shown in FIG. 4B ), except that the fourth rib 44a and the sixth rib 46a are different, the other ribs are all the same size, so the fourth rib 44a and the sixth rib 46a are different in size. The heights h4 and h6 of the sixth ribs 44a and 46a relative to the honeycomb side 40b are 8 mm, and the widths d4 and d6 of the fourth and sixth ribs 44a and 46a are adjusted to be 3.5 mm.

另外,該輔助肋48相對於該蜂巢側40b之高度h8為6㎜,且其寬度d8變為2.5㎜。In addition, the height h8 of the auxiliary rib 48 relative to the honeycomb side 40b is 6 mm, and the width d8 thereof becomes 2.5 mm.

由上可知,該綜合型高架地板4之肋骨結構4a之部分高度h2,h4,h6亦較小,即該中肋骨(該第二、第四及第六肋骨42,44,46)之高度h2,h4,h6較主肋骨(該第一、第三、第五及第七肋骨41,43,45,47)之高度h1,h3,h5,h7小很多,且該天板40之長度L為600㎜與第一實施例相同,以利於節省材料及減輕重量。It can be seen from the above that the heights h2, h4 and h6 of the rib structure 4a of the integrated raised floor 4 are also smaller, that is, the height h2 of the middle rib (the second, fourth and sixth ribs 42, 44, 46) ,h4,h6 are much smaller than the heights h1,h3,h5,h7 of the main ribs (the first, third, fifth and seventh ribs 41,43,45,47), and the length L of the top plate 40 is 600mm is the same as the first embodiment, in order to save material and reduce weight.

圖5A及圖5B係為本創作之綜合型高架地板5之第五實施例之示意圖。本實施例之綜合型高架地板5係為標準型,其用於承載較重負荷,如承載負荷約1000~1200公斤,且其與第一實施例之差異在於因承載負荷增加約200公斤,使得肋骨結構5a之局部高度之改變,故以下不再贅述相同處。5A and 5B are schematic views of the fifth embodiment of the integrated raised floor 5 of the present creation. The integrated raised floor 5 of this embodiment is a standard type, which is used to carry a relatively heavy load, such as a carrying load of about 1000-1200 kilograms, and the difference from the first embodiment is that the carrying load is increased by about 200 kilograms, so that the The local height of the rib structure 5a is changed, so the same points will not be repeated below.

於本實施例中,該天板50之厚度t0為2.5㎜,該第一肋骨51相對於該蜂巢側50b之高度h1為50.5㎜,該第一肋骨51與該天板50之高度和T(即該第一肋骨51相對於該地面側50a之高度)為53㎜,且該腳座5b、該第一肋骨51與該天板50之總高度H為55㎜,其中,該翼板2d之厚度t1為6㎜,該第一肋骨51係形成於該天板50邊緣而成為該綜合型高架地板5之邊肋骨,以作為該綜合型高架地板5之邊框,且該第一至第六肋骨51~56係以第七肋骨57為基準而左右對稱(或如圖5A所示之上下對稱)分布。In this embodiment, the thickness t0 of the top plate 50 is 2.5 mm, the height h1 of the first rib 51 relative to the honeycomb side 50b is 50.5 mm, the height of the first rib 51 and the top plate 50 and T ( That is, the height of the first rib 51 relative to the ground side 50a) is 53 mm, and the total height H of the foot seat 5b, the first rib 51 and the top plate 50 is 55 mm, and the height H of the wing plate 2d is 55 mm. The thickness t1 is 6 mm, the first rib 51 is formed on the edge of the top plate 50 and becomes the side rib of the integrated elevated floor 5 as the frame of the integrated elevated floor 5, and the first to sixth ribs 51 to 56 are distributed symmetrically from left to right (or symmetrically from top to bottom as shown in FIG. 5A ) based on the seventh rib 57 .

再者,於該肋骨結構5a中,如圖5B所示,第三肋骨53相對於該蜂巢側50b之高度h3為25㎜、第五肋骨55相對於該蜂巢側50b之高度h5為32㎜、第七肋骨57相對於該蜂巢側50b之高度h7為45㎜、第二肋骨52相對於該蜂巢側50b之高度h2為8㎜、第四肋骨54相對於該蜂巢側50b之高度h4為8㎜、及第六肋骨56相對於該蜂巢側50b之高度h6為8㎜。另一方面,該天板50於該凹部R處之厚度係增厚為5.5㎜(即大於該天板50於其它處之厚度t0約3㎜),且該凹部R內配置有十字形肋骨57a,其相對於該蜂巢側50b之高度h0為10㎜(係大於該天板50之厚度t0),以提高該綜合型高架地板5在中間處之抗壓強度。Furthermore, in the rib structure 5a, as shown in FIG. 5B, the height h3 of the third rib 53 relative to the honeycomb side 50b is 25 mm, the height h5 of the fifth rib 55 relative to the honeycomb side 50b is 32 mm, The height h7 of the seventh rib 57 relative to the honeycomb side 50b is 45mm, the height h2 of the second rib 52 relative to the honeycomb side 50b is 8mm, and the height h4 of the fourth rib 54 relative to the honeycomb side 50b is 8mm , and the height h6 of the sixth rib 56 relative to the honeycomb side 50b is 8 mm. On the other hand, the thickness of the top plate 50 at the recess R is increased to 5.5 mm (that is, about 3 mm greater than the thickness t0 of the top plate 50 at other places), and the recess R is provided with a cross-shaped rib 57a , the height h0 relative to the honeycomb side 50b is 10 mm (which is greater than the thickness t0 of the top plate 50 ), so as to improve the compressive strength of the integrated raised floor 5 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5B所示。例如,第一肋骨51之寬度d1為7.5㎜,第二肋骨52之寬度d2為2.5㎜、第三肋骨53之寬度d3為2.5㎜、第四肋骨54之寬度d4為2.5㎜、第五肋骨55之寬度d5為2.5㎜、第六肋骨56之寬度d6為2.5㎜、及第七肋骨57之寬度d7為6㎜。進一步,該肋骨結構5a於另一方向(如圖5A所示之上下方向)之設計同於圖5B所示。In addition, the widths d1 to d7 of the ribs can be the same or different according to requirements, as shown in FIG. 5B . For example, the width d1 of the first rib 51 is 7.5 mm, the width d2 of the second rib 52 is 2.5 mm, the width d3 of the third rib 53 is 2.5 mm, the width d4 of the fourth rib 54 is 2.5 mm, and the width d4 of the fifth rib 55 The width d5 is 2.5 mm, the width d6 of the sixth rib 56 is 2.5 mm, and the width d7 of the seventh rib 57 is 6 mm. Further, the design of the rib structure 5a in another direction (the up-down direction as shown in FIG. 5A ) is the same as that shown in FIG. 5B .

另外,該輔助肋58相對於該蜂巢側50b之高度h8為3㎜,且其寬度d8為2.5㎜。In addition, the height h8 of the auxiliary rib 58 relative to the honeycomb side 50b is 3 mm, and the width d8 thereof is 2.5 mm.

由上可知,該綜合型高架地板5之肋骨結構5a之部分高度h2,h4,h6較小,即該中肋骨(該第二、第四及第六肋骨52,54,56)之高度h2,h4,h6較主肋骨(該第一、第三、第五及第七肋骨51,53,55,57)之高度h1,h3,h5,h7小很多,且該天板50之厚度t0為2.5㎜與長度L為600㎜及翼板5d之厚度t1為6㎜,甚至於該腳座5b之規格與第一實施例相同,以利於節省材料及減輕重量。It can be seen from the above that the heights h2, h4, h6 of the rib structures 5a of the integrated raised floor 5 are relatively small, that is, the heights h2 of the middle ribs (the second, fourth and sixth ribs 52, 54, 56), h4, h6 are much smaller than the heights h1, h3, h5, h7 of the main ribs (the first, third, fifth and seventh ribs 51, 53, 55, 57), and the thickness t0 of the top plate 50 is 2.5 ㎜ and length L are 600 mm and thickness t1 of wing plate 5d is 6 mm, and even the specifications of the foot seat 5b are the same as the first embodiment, so as to save material and reduce weight.

圖6A及圖6B係為本創作之綜合型高架地板6之第六實施例之示意圖。本實施例之綜合型高架地板6係為標準型,其用於承載較重負荷,如承載負荷約1000~1200公斤,且其與第五實施例之差異在於肋骨結構6a之局部高度之改變,故以下不再贅述相同處。6A and 6B are schematic views of the sixth embodiment of the integrated raised floor 6 of the present creation. The integrated raised floor 6 of this embodiment is a standard type, which is used to carry a relatively heavy load, such as a load of about 1000-1200 kg, and the difference between it and the fifth embodiment is the change of the local height of the rib structure 6a, Therefore, the same points will not be repeated below.

如圖6B所示,該輔助肋68相對於該蜂巢側60b之高度h8為2.5㎜,且其寬度d8仍為2.5㎜。As shown in FIG. 6B , the height h8 of the auxiliary rib 68 relative to the honeycomb side 60b is 2.5 mm, and the width d8 is still 2.5 mm.

於本實施例中,該天板60之厚度t0為2.5㎜,該第一肋骨61相對於該蜂巢側60b之高度h1為50.5㎜,該第一肋骨61與該天板60之高度和T(即該第一肋骨61相對於該地面側60a之高度)仍為53㎜,且該腳座6b、該第一肋骨61與該天板60之總高度H仍為55㎜,其中,該翼板6d之厚度t1為6㎜,該第一肋骨61係形成於該天板60邊緣而成為該綜合型高架地板6之邊肋骨,以作為該綜合型高架地板6之邊框,且該第一至第六肋骨61~66係以第七肋骨67為基準而左右對稱(或如圖6A所示之上下對稱)分布。In this embodiment, the thickness t0 of the top plate 60 is 2.5 mm, the height h1 of the first rib 61 relative to the honeycomb side 60b is 50.5 mm, the height of the first rib 61 and the top plate 60 and T ( That is, the height of the first rib 61 relative to the ground side 60a) is still 53 mm, and the total height H of the foot seat 6b, the first rib 61 and the top plate 60 is still 55 mm, wherein the wing plate The thickness t1 of 6d is 6 mm, the first rib 61 is formed on the edge of the top plate 60 and becomes the side rib of the integrated elevated floor 6 to serve as the frame of the integrated elevated floor 6, and the first to the fourth The six ribs 61 to 66 are distributed symmetrically (or symmetrically up and down as shown in FIG. 6A ) on the basis of the seventh rib 67 .

再者,於該肋骨結構6a中,第一至第七肋骨61~67相對於該蜂巢側60b之高度h1~h7均同於第五實施例,且其寬度d1~d7亦同於第五實施例。另一方面,該天板60於該凹部R處之厚度係同於第五實施例(即大於該天板60於其它處之厚度t0),且該凹部R內配置有十字形肋骨67a,其相對於該蜂巢側60b之高度h0為10㎜(係大於該天板60之厚度t0),以提高該綜合型高架地板6在中間處之抗壓強度。Furthermore, in the rib structure 6a, the heights h1-h7 of the first to seventh ribs 61-67 relative to the honeycomb side 60b are the same as those of the fifth embodiment, and the widths d1-d7 thereof are also the same as those of the fifth embodiment. example. On the other hand, the thickness of the top plate 60 at the recess R is the same as that of the fifth embodiment (that is, greater than the thickness t0 of the top plate 60 at other places), and the recess R is provided with a cross-shaped rib 67a, which The height h0 relative to the honeycomb side 60b is 10 mm (which is greater than the thickness t0 of the top plate 60 ), so as to improve the compressive strength of the integrated raised floor 6 in the middle.

由上可知,該綜合型高架地板6之肋骨結構6a之部分高度h2,h4,h6較小,即該中肋骨(該第二、第四及第六肋骨62,64,66)之高度h2,h4,h6較主肋骨(該第一、第三、第五及第七肋骨61,63,65,67)之高度h1,h3,h5,h7小很多,且該天板60之厚度t0為2.5㎜與長度L為600㎜及翼板6d之厚度t1為6㎜,甚至於該腳座6b之規格,均與第五實施例相同,以利於節省材料及減輕重量。It can be seen from the above that the heights h2, h4, h6 of the rib structures 6a of the integrated raised floor 6 are relatively small, that is, the heights h2 of the middle ribs (the second, fourth and sixth ribs 62, 64, 66), h4, h6 are much smaller than the heights h1, h3, h5, h7 of the main ribs (the first, third, fifth and seventh ribs 61, 63, 65, 67), and the thickness t0 of the top plate 60 is 2.5 The mm and the length L are 600 mm, the thickness t1 of the wing plate 6d is 6 mm, and even the specifications of the foot base 6b are the same as those of the fifth embodiment, so as to save materials and reduce weight.

圖7A及圖7B係為本創作之綜合型高架地板7之第七實施例之示意圖。本實施例之綜合型高架地板7係為標準型,其用於承載較重負荷,如承載負荷約1000~1200公斤,且其與第五實施例之差異在於肋骨結構7a之局部高度之改變,故以下不再贅述相同處。7A and 7B are schematic views of the seventh embodiment of the integrated raised floor 7 of the present creation. The integrated raised floor 7 of this embodiment is a standard type, which is used to carry a relatively heavy load, such as a load of about 1000-1200 kg, and the difference between it and the fifth embodiment is the change of the local height of the rib structure 7a, Therefore, the same points will not be repeated below.

如圖7B所示,該輔助肋78相對於該蜂巢側70b之高度h8為2.5㎜,且其寬度d8為3㎜。As shown in FIG. 7B , the height h8 of the auxiliary rib 78 relative to the honeycomb side 70b is 2.5 mm, and the width d8 thereof is 3 mm.

於本實施例中,該天板70之厚度t0為2.5㎜,該第一肋骨71相對於該蜂巢側70b之高度h1為55.5㎜,該第一肋骨71與該天板70之高度和T(即該第一肋骨71相對於該地面側70a之高度)為58㎜,且該腳座7b、該第一肋骨71與該天板70之總高度H為60㎜,其中,該翼板4d之厚度t1為6㎜,該第一肋骨71係形成於該天板70邊緣而成為該綜合型高架地板7之邊肋骨,以作為該綜合型高架地板7之邊框,且該第一至第六肋骨71~76係以第七肋骨77為基準而左右對稱(或如圖7A所示之上下對稱)分布。In this embodiment, the thickness t0 of the top plate 70 is 2.5 mm, the height h1 of the first rib 71 relative to the honeycomb side 70b is 55.5 mm, the height of the first rib 71 and the top plate 70 and T ( That is, the height of the first rib 71 relative to the ground side 70a) is 58 mm, and the total height H of the foot seat 7b, the first rib 71 and the top plate 70 is 60 mm, and the height H of the wing plate 4d is 60 mm. The thickness t1 is 6 mm, the first rib 71 is formed on the edge of the top plate 70 and becomes the side rib of the integrated elevated floor 7 as the frame of the integrated elevated floor 7, and the first to sixth ribs 71 to 76 are distributed symmetrically from left to right (or symmetrically from top to bottom as shown in FIG. 7A ) based on the seventh rib 77 .

再者,於該肋骨結構7a中,如圖7B所示,第一至第七肋骨71~77相對於該蜂巢側70b之高度h1~h7均同於第五實施例,且第一至第六肋骨71~76之寬度d1~d6亦均同於第五實施例,而第七肋骨77之寬度d7為5.3㎜。另一方面,該天板70於該凹部R處之厚度係同於第五實施例(即大於該天板70於其它處之厚度t0),且該凹部R內配置有十字形肋骨77a,其相對於該蜂巢側70b之高度h0為10㎜(係大於該天板70之厚度t0),以提高該綜合型高架地板7在中間處之抗壓強度。Furthermore, in the rib structure 7a, as shown in FIG. 7B, the heights h1-h7 of the first to seventh ribs 71-77 relative to the honeycomb side 70b are the same as those of the fifth embodiment, and the first to sixth The widths d1 to d6 of the ribs 71 to 76 are also the same as those of the fifth embodiment, and the width d7 of the seventh rib 77 is 5.3 mm. On the other hand, the thickness of the top plate 70 at the recess R is the same as that of the fifth embodiment (that is, greater than the thickness t0 of the top plate 70 at other places), and the recess R is provided with a cross-shaped rib 77a, which The height h0 relative to the honeycomb side 70b is 10 mm (which is greater than the thickness t0 of the top plate 70 ), so as to improve the compressive strength of the integrated raised floor 7 in the middle.

由上可知,該綜合型高架地板7之肋骨結構7a之部分高度h2,h4,h6較小,即該中肋骨(該第二、第四及第六肋骨72,74,76)之高度h2,h4,h6較主肋骨(該第一、第三、第五及第七肋骨71,73,75,77)之高度h1,h3,h5,h7小很多,且該天板70之厚度t0為2.5㎜與長度L為600㎜及翼板7d之厚度t1為6㎜,甚至於該腳座7b之規格,均與第五實施例相同,以利於節省材料及減輕重量。It can be seen from the above that the heights h2, h4, h6 of the rib structures 7a of the integrated raised floor 7 are relatively small, that is, the heights h2 of the middle ribs (the second, fourth and sixth ribs 72, 74, 76), h4, h6 are much smaller than the heights h1, h3, h5, h7 of the main ribs (the first, third, fifth and seventh ribs 71, 73, 75, 77), and the thickness t0 of the top plate 70 is 2.5 The mm and the length L are 600 mm and the thickness t1 of the wing plate 7d is 6 mm, and even the specifications of the feet 7b are the same as those of the fifth embodiment, so as to save materials and reduce weight.

圖8A、圖8B、圖8C及圖8D係為本創作之綜合型高架地板8之第八實施例之示意圖。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。8A , 8B, 8C and 8D are schematic diagrams of the eighth embodiment of the integrated raised floor 8 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8A及圖8D所示,基於第一實施例,該綜合型高架地板8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80,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個子區域(該凹部R,S),以令每個子區域均具有九個穿孔80,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80。As shown in FIG. 8A and FIG. 8D, based on the first embodiment, the integrated raised floor 8 is formed on the ceiling 10 with a plurality of through holes 80 connecting the ground side 10a and the honeycomb side 10b, 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 sub-regions (the recesses R, S), so that each sub-region has nine perforations 80, but in the well-shaped The perforation 80 is not formed in the sub-region of the central portion of the rib (the concave portion R).

於本實施例中,該些穿孔80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80,且該九個穿孔80係陣列排設。In this embodiment, the positions of the through holes 80 correspond to the concave portions S. For example, each recess S is formed with nine through holes 80, and the nine through holes 80 are arranged in an array.

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80,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,以提高該綜合型高架地板8之強度。Therefore, the hole 80 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 integrated raised floor 8 .

應可理解地,第二至第七實施例之綜合型高架地板2~7亦可於其凹部S中形成該些穿孔80。例如,基於第三實施例,各排穿孔80相對十字形輔助肋38對稱排列,如圖8B所示;或者,基於第四實施例,以該輔助肋48隔開各排穿孔80,使每排係具有三個穿孔80,如圖8C所示。It should be understood that the through holes 80 can also be formed in the concave portions S of the integrated raised floors 2 to 7 of the second to seventh embodiments. For example, based on the third embodiment, the rows of perforations 80 are symmetrically arranged relative to the cross-shaped auxiliary ribs 38, as shown in FIG. 8B; or, based on the fourth embodiment, the rows of perforations 80 are separated by the auxiliary ribs 48 so that each row The tie has three perforations 80, as shown in Figure 8C.

綜上所述,本創作之綜合型高架地板1~8主要藉由該肋骨結構1a~7a之主肋骨相對於該蜂巢側10b~70b之高度h1,h3,h5,h7均至少為25公厘,以提升該綜合型高架地板1~8之結構強度,故該綜合型高架地板1~8能承受半導體製程中較重之機台設備,以避免該綜合型高架地板1~8於使用中發生碎裂之問題。進一步,依該綜合型高架地板1~8之承載負荷大小以調整肋骨之高度h1~h7與寬度d1~d7大小,亦即承載負荷小的,則其肋骨之高度h1~h7與寬度d1~d7亦較小,以節省綜合型高架地板1~8之材料及減輕重量。To sum up, the heights h1, h3, h5 and h7 of the main ribs of the rib structures 1a to 7a relative to the honeycomb sides 10b to 70b are all at least 25 mm for the integrated raised floors 1 to 8 of this creation. , in order to improve the structural strength of the integrated elevated floor 1~8, so the integrated elevated floor 1~8 can withstand the heavier equipment in the semiconductor process, so as to avoid the integrated elevated floor 1~8 in use. Fragmentation problem. Further, the height h1~h7 and width d1~d7 of the rib are adjusted according to the bearing load of the integrated elevated floor 1~8, that is, the height h1~h7 and the width d1~d7 of the rib are small when the bearing load is small. It is also smaller in order to save the material of the integrated raised floor 1~8 and reduce the weight.

再者,藉由該輔助肋38~78之設計,可進一步提升該綜合型高架地板3~7之結構強度。Furthermore, through the design of the auxiliary ribs 38-78, the structural strength of the integrated raised floor 3-7 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.

1,2,3,4,5,6,7,8:綜合型高架地板 1a,2a,3a,4a,5a,6a,7a:肋骨結構 1b,2b,3b,4b,5b,6b,7b:腳座 1c:頂針位 1d,2d,3d,4d,5d,6d,7d:翼板 10,20,30,40,50,60,70:天板 10a,20a,30a,40a,50a,60a,70a:地面側 10b,20b,30b,40b,50b,60b,70b:蜂巢側 11,21,31,41,51,61,71:第一肋骨 12,22,32,42,52,62,72:第二肋骨 13,23,33,43,53,63,73:第三肋骨 14,14a,24,34,34a,44,44a,54,64,74:第四肋骨 15,25,35,35a,45,55,65,75:第五肋骨 16,16a,26,36,36a,46,46a,56,66,76:第六肋骨 17,27,37,47,57,67,77:第七肋骨 17a,27a,37a,47a,57a,67a,77a:十字形肋骨 38,48,58,68,78:輔助肋 80: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 1,2,3,4,5,6,7,8: Integrated raised floor 1a, 2a, 3a, 4a, 5a, 6a, 7a: Rib structure 1b, 2b, 3b, 4b, 5b, 6b, 7b: feet 1c: Ejector position 1d, 2d, 3d, 4d, 5d, 6d, 7d: Wings 10, 20, 30, 40, 50, 60, 70: top plate 10a, 20a, 30a, 40a, 50a, 60a, 70a: Ground side 10b, 20b, 30b, 40b, 50b, 60b, 70b: Honeycomb side 11, 21, 31, 41, 51, 61, 71: First rib 12, 22, 32, 42, 52, 62, 72: Second rib 13, 23, 33, 43, 53, 63, 73: Third rib 14, 14a, 24, 34, 34a, 44, 44a, 54, 64, 74: Fourth rib 15, 25, 35, 35a, 45, 55, 65, 75: Fifth rib 16, 16a, 26, 36, 36a, 46, 46a, 56, 66, 76: Sixth Rib 17, 27, 37, 47, 57, 67, 77: Seventh Rib 17a, 27a, 37a, 47a, 57a, 67a, 77a: cruciform ribs 38, 48, 58, 68, 78: Auxiliary ribs 80: 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係為本創作之綜合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 integrated raised 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1B沿另一方向之D-D剖線之剖面圖。FIG. 1D is a cross-sectional view of FIG. 1B taken along the line D-D in another direction.

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

圖2A係為本創作之綜合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 integrated raised floor of the present invention.

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

圖3A係為本創作之綜合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 integrated raised floor of the present invention.

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3D係為圖3B沿另一方向之D-D剖線之剖面圖。3D is a cross-sectional view of FIG. 3B taken along the D-D line in another direction.

圖4A係為本創作之綜合型高架地板之第四實施例之立體示意圖。FIG. 4A is a three-dimensional schematic diagram of the fourth embodiment of the integrated raised floor of 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係為本創作之綜合型高架地板之第五實施例之立體示意圖。FIG. 5A is a three-dimensional schematic diagram of the fifth embodiment of the integrated raised floor of the present invention.

圖5B係為圖5A沿其中一方向之X-X剖線之剖面圖。FIG. 5B is a cross-sectional view of FIG. 5A along the X-X line in one of the directions.

圖6A係為本創作之綜合型高架地板之第六實施例之立體示意圖。FIG. 6A is a three-dimensional schematic diagram of the sixth embodiment of the integrated raised floor of the present invention.

圖6B係為圖6A沿其中一方向之X-X剖線之剖面圖。FIG. 6B is a cross-sectional view of FIG. 6A along the X-X line in one of the directions.

圖7A係為本創作之綜合型高架地板之第七實施例之立體示意圖。FIG. 7A is a three-dimensional schematic diagram of the seventh embodiment of the integrated raised floor of the present invention.

圖7B係為圖7A沿其中一方向之X-X剖線之剖面圖。FIG. 7B is a cross-sectional view of FIG. 7A taken along the X-X line in one of the directions.

圖8A係為本創作之綜合型高架地板之第八實施例之前視平面圖。FIG. 8A is a front plan view of the eighth embodiment of the integrated raised floor of the present invention.

圖8B及圖8C係為圖8A之其它態樣之前視平面圖。8B and 8C are front plan views of other aspects of FIG. 8A.

圖8D係為圖8A之另一視角之立體示意圖。FIG. 8D is a perspective view of FIG. 8A from another perspective.

1:綜合型高架地板 1: Integrated 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

H:總高度 H: total height

h0~h7:高度 h0~h7: height

d1~d7:寬度 d1~d7: width

T:高度和 T: height and

t0,t1:厚度 t0, t1: thickness

R,S:凹部 R, S: Recess

Claims (15)

一種綜合型高架地板,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,且該第一肋骨、第三肋骨、第五及第七肋骨相對於該蜂巢側之高度係至少為25公厘,以作為主肋骨,而該第二肋骨、第四肋骨及第六肋骨相對於該蜂巢側之高度係低於25公厘,以作為中肋骨。 An integrated 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 defines a first rib, a second rib, a third rib, a fourth rib and a fourth rib in sequence from the edge of the top plate to the middle. Ribs, fifth, sixth and seventh ribs, and the height of the first, third, fifth and seventh ribs with respect to the honeycomb side is at least 25 mm as the main ribs, and The height of the second rib, the fourth rib and the sixth rib with respect to the honeycomb side is lower than 25 mm to serve as the middle rib. 如請求項1所述之綜合型高架地板,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 integrated raised floor of 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所述之綜合型高架地板,其中,該第一肋骨係形成於該天板邊緣而成為該綜合型高架地板之邊肋骨,以作為該綜合型高架地板之邊框,供固接腳座。The integrated 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 integrated elevated floor, used as a frame of the integrated elevated floor for fixing feet seat. 如請求項1所述之綜合型高架地板,其中,該第一肋骨相對於該蜂巢側之高度均高於第二肋骨至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47至58公厘,而該天板之厚度為2.5至3.2公厘。The integrated raised floor of claim 1, wherein the height of the first rib relative to the honeycomb side is higher than the heights of the second rib to the seventh rib relative to the honeycomb side, and the first rib and the The sum of the heights of the top plate is 47 to 58 mm, and the thickness of the top plate is 2.5 to 3.2 mm. 如請求項1所述之綜合型高架地板,其中,該第一肋骨之寬度為7至8公厘。The integrated raised floor according to claim 1, wherein the width of the first rib is 7 to 8 mm. 如請求項1所述之綜合型高架地板,其中,該第三肋骨相對於該蜂巢側之高度為25至38公厘、該第五肋骨相對於該蜂巢側之高度為32至38公厘、及該第七肋骨相對於該蜂巢側之高度為34.5至45公厘。The integrated raised floor according to claim 1, wherein the height of the third rib relative to the honeycomb side is 25 to 38 mm, the height of the fifth rib relative to the honeycomb side is 32 to 38 mm, And the height of the seventh rib relative to the honeycomb side is 34.5 to 45 mm. 如請求項1所述之綜合型高架地板,其中,該第三肋骨之寬度為2.5至3公厘、該第五肋骨之寬度為2.5至3公厘、及該第七肋骨之寬度為4至6公厘。The integrated raised floor of claim 1, wherein the width of the third rib is 2.5 to 3 mm, the width of the fifth rib is 2.5 to 3 mm, and the width of the seventh rib is 4 to 3 mm 6 mm. 如請求項1所述之綜合型高架地板,其中,該第二肋骨、第四肋骨及第六肋骨相對於該蜂巢側之高度為8至20公厘。The integrated raised floor according to claim 1, wherein the height of the second rib, the fourth rib and the sixth rib relative to the honeycomb side is 8 to 20 mm. 如請求項1所述之綜合型高架地板,其中,該第二肋骨、第四肋骨及第六肋骨之寬度為2.5至3.2公厘。The integrated raised floor according to claim 1, wherein the width of the second rib, the fourth rib and the sixth rib is 2.5 to 3.2 mm. 如請求項1所述之綜合型高架地板,其中,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。The integrated raised floor according to 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 A plurality of the auxiliary ribs are arranged. 如請求項10所述之綜合型高架地板,其中,該複數輔助肋係沿多方向延伸而相互交錯。The integrated raised floor as claimed in claim 10, wherein the plurality of auxiliary ribs extend in multiple directions and are staggered. 如請求項10所述之綜合型高架地板,其中,該輔助肋相對於該蜂巢側之高度係為2至6公厘,且其寬度為2.5至3公厘。The integrated raised floor according to claim 10, wherein the height of the auxiliary rib relative to the honeycomb side is 2 to 6 mm, and the width thereof is 2.5 to 3 mm. 如請求項1所述之綜合型高架地板,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 integrated 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所述之綜合型高架地板,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,以將該綜合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,以提高該綜合型高架地板在中間處之強度。The integrated 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 integrated 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 of which 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 portion 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. A wing plate is formed, so that the height of the cross-shaped rib and the thickness of the wing plate are greater than the thickness of the top plate, so as to improve the strength of the integrated elevated floor in the middle. 如請求項14所述之綜合型高架地板,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 integrated 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.
TW110214716U 2021-12-09 2021-12-09 Complex raised floor TWM625241U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI781004B (en) * 2021-12-09 2022-10-11 惠亞工程股份有限公司 Complex raised floor
TWI833349B (en) * 2022-09-13 2024-02-21 惠亞工程股份有限公司 Standard grille floor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI781004B (en) * 2021-12-09 2022-10-11 惠亞工程股份有限公司 Complex raised floor
TWI833349B (en) * 2022-09-13 2024-02-21 惠亞工程股份有限公司 Standard grille floor

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