TWM626915U - Heavy raised floor - Google Patents
Heavy raised floorInfo
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- TWM626915U TWM626915U TW110215152U TW110215152U TWM626915U TW M626915 U TWM626915 U TW M626915U TW 110215152 U TW110215152 U TW 110215152U TW 110215152 U TW110215152 U TW 110215152U TW M626915 U TWM626915 U TW M626915U
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Abstract
Description
本創作係有關一種地板,尤指一種具有肋骨結構之重型高架地板。This work is about a floor, especially a heavy 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,本創作提供一種重型高架地板,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,且該第一至第七肋骨係作為主肋骨,其相對於該蜂巢側之高度係至少為25公厘。In view of the above-mentioned deficiencies in the prior art, the present invention provides a heavy-duty raised floor, comprising: a ceiling plate having opposite ground sides and a honeycomb side; and a rib structure arranged on the honeycomb side of the ceiling plate to form a plurality of A recess, 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 The first to seventh ribs are used as main ribs, and their height relative to the honeycomb side is at least 25 mm.
前述之重型高架地板中,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 heavy-duty raised floor, the plurality of recesses are arranged in an array to form a honeycomb structure on the honeycomb side.
前述之重型高架地板中,該第一肋骨係形成於該天板邊緣而成為該重型高架地板之邊肋骨,以作為該重型高架地板之邊框,供固接腳座。In the aforementioned heavy raised floor, the first rib is formed on the edge of the top plate to become the side rib of the heavy raised floor, used as a frame of the heavy raised floor for fixing the feet.
前述之重型高架地板中,該第一肋骨與該天板之高度和係為51至62公厘,而該天板之厚度為2.7至4.8公厘。In the aforementioned heavy raised floor, the height of the first rib and the ceiling is 51 to 62 mm, and the thickness of the ceiling is 2.7 to 4.8 mm.
前述之重型高架地板中,該第一肋骨之寬度為8.3至9.8公厘。In the aforementioned heavy-duty raised floor, the width of the first rib is 8.3 to 9.8 mm.
前述之重型高架地板中,該第二肋骨至第七肋骨相對於該蜂巢側之高度為25至56.5公厘。In the aforementioned heavy-duty raised floor, the heights of the second to seventh ribs relative to the honeycomb side are 25 to 56.5 mm.
前述之重型高架地板中,該第二肋骨至第七肋骨之寬度為3.0至9.4公厘。In the aforementioned heavy-duty raised floor, the width of the second rib to the seventh rib is 3.0 to 9.4 mm.
前述之重型高架地板中,該肋骨結構復包含高度低於25公厘之複數輔助肋,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。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至少為6公厘,且其寬度至少為2.5公厘。In the aforementioned heavy-duty elevated floor, the rib structure further includes a plurality of auxiliary ribs with a height of less than 25 mm, and the plurality of auxiliary ribs are formed in each of the recesses, so that the plurality of auxiliary ribs are arranged in a single recess. 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 at least 6 mm, and the width thereof is at least 2.5 mm.
前述之重型高架地板中,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,及相鄰三個該穿孔之間設有單方向的該輔助肋。In the aforementioned heavy-duty raised floor, the top plate is formed with a plurality of perforations connecting the ground side and the honeycomb side, and the positions of the plurality of perforations correspond to the plurality of recesses, and there are unidirectional holes between the adjacent three perforations. of the auxiliary rib.
前述之重型高架地板中,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,以將該重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,於該凹部處之厚度係增厚大於該天板之厚度,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,以提高該重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 heavy-duty raised floor, 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 heavy-duty raised floor into four areas, and the adjacent No. 1 in the four areas. Twenty-five sub-regions are formed between the second, third, fourth, fifth and sixth ribs, each sub-region has a concave portion, and the first to sixth ribs are connected by the well-shaped rib Symmetrical distribution on the basis, and another concave part formed in the central part of the well-shaped rib formed by the seventh rib, the thickness of the concave part is thicker than the thickness of the top plate, and a cross-shaped rib is arranged in it. , and a wing plate is formed around the sky plate, so that the height of the cross-shaped rib and the thickness of the wing plate are greater than the thickness of the sky plate, so as to improve the strength of the heavy elevated 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,本創作之重型高架地板中,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,以提升該重型高架地板之結構強度(如至少可承載1500公斤重之機台設備),故相較於習知技術,該重型高架地板可承受半導體製程中較重之機台設備,以避免該重型高架地板於使用中發生碎裂之問題。As can be seen from the above, in the heavy 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 heavy raised floor (for example, it can carry at least 1500 millimeters). equipment), so compared with the prior art, the heavy-duty raised floor can withstand heavier equipment in the semiconductor process, so as to avoid the problem of the heavy-duty 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」、「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 substantive significance. Any modification of structure, change of proportional relationship or adjustment of 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及圖1D係為本創作之重型高架地板1之第一實施例之示意圖。本實施例之重型高架地板1係用於承載較重負荷,其承載負荷約1500公斤。FIG. 1A , FIG. 1B , FIG. 1C and FIG. 1D are schematic views of the first embodiment of the heavy-duty raised
所述之重型高架地板1係具有一天板10、以及設於該天板10上之肋骨結構1a。The heavy-duty raised
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
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,其底部呈口型凸狀(亦可呈口型凹狀),以供固定一支撐腳架(圖略)。例如,該腳座1b用於調整該重型高架地板1之總高度H,使得多個重型高架地板1位於同一水平面。In this embodiment, the
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
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,且該第一至第七肋骨11~17相對於該蜂巢側10b之高度h1~h7均至少為25公厘(㎜),故該第一至第七肋骨11~17係作為主肋骨,其中,該第一至第六肋骨11~16係以第七肋骨17(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
於本實施例中,該第一肋骨11係形成於該天板10邊緣而成為該重型高架地板1之邊肋骨,以作為該重型高架地板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50㎜(等於該第二及第七肋骨12,17相對於該蜂巢側10b之高度h2,h7)係大於第三至第六肋骨13~16相對於該蜂巢側10b之高度h3~h7,且該第一肋骨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53㎜(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(即重型高架地板1之腳高)為55㎜。In the present embodiment, the
再者,該肋骨結構1a的第二至第七肋骨之高度h2~h7可依需求相同或不相同,且該第一肋骨11與中間處之該凹部S之間的主肋骨(即第二至第七肋骨12~17)之排列方式係依據高度採用對稱方式排列,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50㎜、第三肋骨13相對於該蜂巢側10b之高度h3為25㎜、第四肋骨14相對於該蜂巢側10b之高度h4為38㎜、第五肋骨15相對於該蜂巢側10b之高度h5為38㎜、第六肋骨16相對於該蜂巢側10b之高度h6為25㎜、及第七肋骨17相對於該蜂巢側10b之高度h7為50㎜,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,以將該重型高架地板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14㎜(係大於該天板10之厚度t0),以提高該重型高架地板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 as required, and the main ribs (ie, the second to the seventh ribs) between the
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,且該第一肋骨11與中間凹部R之間的肋骨之寬度d2~d7係採用對稱方式設計。例如,第一肋骨11之寬度d1為8.5㎜、第二肋骨12之寬度d2為5㎜、第三肋骨13之寬度d3為3.5㎜、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3.5㎜、及第七肋骨17之寬度d7為5㎜。In addition, the widths d1-d7 of the ribs can be the same or different according to requirements, as shown in FIG. 1C, and the widths d2-d7 of the ribs between the
另外,該肋骨結構1a可依需求增設複數體積遠小於該主肋骨之輔助肋18,如圖1C所示,其相對於該蜂巢側10b之高度h8(如至少8㎜)係低於該主肋骨相對於該蜂巢側20b之高度h1~h7,且其寬度d8至少為2.5㎜。例如,該些輔助肋18係對應形成於各該凹部S中,且沿單一方向延伸而未相互交錯,如圖1C所示之單一凹部S配置兩條平行之輔助肋18。In addition, the rib structure 1a can be provided with a plurality of
由上可知,該重型高架地板1之天板10之厚度t0較小,以利於節省材料及減輕重量。As can be seen from the above, the thickness t0 of the
圖2A、圖2B及圖2C係為本創作之重型高架地板2之第二實施例之示意圖。本實施例之重型高架地板2亦用於承載較重負荷,其承載負荷超過3000公斤,且其與第一實施例之差異在於該肋骨結構2a之局部高度之改變,故以下不再贅述相同處。FIG. 2A , FIG. 2B and FIG. 2C are schematic views of the second embodiment of the heavy-duty raised
於本實施例中,該天板20之厚度t0為4.5㎜,該第一肋骨21相對於該蜂巢側20b之高度h1至少為48.5㎜,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)至少為53㎜,而該腳座2b、該第一肋骨21與該天板20之總高度H至少為55㎜,其中,該翼板2d之厚度t1至少為6㎜,該第一肋骨21係形成於該天板20邊緣而成為該重型高架地板2之邊肋骨,以作為該重型高架地板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
再者,第二至第七肋骨22~27相對於該蜂巢側20b之高度h2~h7均至少為48.5㎜,即該第一至第七肋骨21~27等高。另一方面,該天板20於該凹部R處之厚度係增厚至少為7.5㎜(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至少為15㎜(係大於該天板20之厚度t0),以提高該重型高架地板2在中間處之抗壓強度。Furthermore, the heights h2 to h7 of the second to
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9.5㎜、第二肋骨22之寬度d2為8.5㎜、第三至第六肋骨23~26之寬度d3~d6均為4㎜、及第七肋骨27之寬度d7為6㎜。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
另外,該輔助肋28相對於該蜂巢側20b之高度h8係至少為6㎜,且其寬度d8至少為2.5㎜。In addition, the height h8 of the
由上可知,該肋骨結構2a之高度h1~h7大致相等,以利於平衡重量分布。It can be seen from the above that the heights h1-h7 of the
圖3A、圖3B及圖3C係為本創作之重型高架地板3之第三實施例之示意圖。本實施例之重型高架地板3亦用於承載較重負荷,其承載負荷超過3000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。3A , 3B and 3C are schematic diagrams of the third embodiment of the heavy-duty raised
於本實施例中,該天板30之厚度t0為4.5㎜,該第一肋骨31相對於該蜂巢側30b之高度h1為55.5㎜,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60㎜,而該腳座3b、該第一肋骨31與該天板30之總高度H為62㎜,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邊緣而成為該重型高架地板3之邊肋骨,以作為該重型高架地板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
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55.5㎜、第三至第七肋骨33~37相對於該蜂巢側30b之高度h3~h7均為51㎜。另一方面,該天板30於該凹部R處之厚度係增厚為7.5㎜(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15㎜(係大於該天板30之厚度t0),以提高該重型高架地板3在中間處之抗壓強度。Furthermore, in the
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9.5㎜、第二肋骨32之寬度d2為9㎜、第三至第六肋骨33~36之寬度d3~d6均為3.5㎜、及第七肋骨37之寬度d7為5㎜。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
另外,該輔助肋38相對於該蜂巢側10b之高度h8至少為6㎜,且其寬度d8為2.5㎜。In addition, the height h8 of the
由上可知,該肋骨結構3a之部分高度h3~h7大致相等,以利於平衡重量分布。It can be seen from the above that the heights h3 to h7 of the
圖4A、圖4B、圖4C及圖4D係為本創作之重型高架地板4之第四實施例之示意圖。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。4A , 4B, 4C and 4D are schematic diagrams of the fourth embodiment of the heavy-duty raised
如圖4A、圖4B、圖4C及圖4D所示,基於第一實施例,該重型高架地板4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40,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40,且在每個子區域內相鄰三個穿孔40之間設有單方向的輔助肋18,以加強穿孔40之間的該天板10之強度,且在壓鑄過程中較容易製作凹孔,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40。As shown in FIGS. 4A , 4B, 4C and 4D, based on the first embodiment, the heavy-duty raised
於本實施例中,該些穿孔40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40,且該九個穿孔40係陣列排設,使每排係具有三個穿孔40。In this embodiment, the positions of the through
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40,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,以提高該重型高架地板4之強度。Therefore, the
應可理解地,第二及第三實施例之重型高架地板2,3亦可於其凹部S中形成該些穿孔40。It should be understood that the heavy-duty raised
綜上所述,本創作之重型高架地板1,2,3,4主要藉由該肋骨結構1a,2a,3a之肋骨相對於該蜂巢側10b,20b,30b之高度h1~h7均至少為25公厘,以提升該重型高架地板1,2,3,4之結構強度,故該重型高架地板1,2,3,4能承受半導體製程中較重之機台設備,以避免該重型高架地板1,2,3,4於使用中發生碎裂之問題。進一步,依該重型高架地板1,2,3,4之承載負荷大小以調整肋骨之高度h1~h7與寬度d1~d7大小,進而節省該重型高架地板1,2,3,4之材料及減輕重量。To sum up, the heavy-duty raised
再者,藉由該輔助肋18,28,38之設計,可進一步提升該重型高架地板1,2,3,4之結構強度。Furthermore, through the design of the
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:重型高架地板
1a,2a,3a:肋骨結構
1b,2b,3b:腳座
1c:頂針位
1d,2d,3d:翼板
10,20,30:天板
10a,20a,30a:地面側
10b,20b,30b:蜂巢側
11,21,31:第一肋骨
12,22,32:第二肋骨
13,23,33:第三肋骨
14,24,34:第四肋骨
15,25,35:第五肋骨
16,26,36:第六肋骨
17,27,37:第七肋骨
17a,27a,37a:十字形肋骨
18,28,38:輔助肋
40: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: Heavy Duty Raised
圖1A係為本創作之重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 heavy-duty 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係為本創作之重型高架地板之第二實施例之立體示意圖。 FIG. 2A is a three-dimensional schematic view of the second embodiment of the heavy-duty raised floor of the present invention.
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係為本創作之重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 heavy-duty 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4A係為本創作之重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 heavy-duty 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4D係為圖4A之另一視角之立體示意圖。 FIG. 4D is a schematic perspective view of FIG. 4A from another viewing angle.
1:重型高架地板 1: Heavy duty 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
18:輔助肋 18: Auxiliary Ribs
d1~d8:寬度 d1~d8: width
H:總高度 H: total height
h0~h8:高度 h0~h8: height
R,S:凹部 R, S: Recess
T:高度和 T: height and
t0,t1:厚度 t0, t1: thickness
Claims (13)
Priority Applications (1)
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TW110215152U TWM626915U (en) | 2021-12-20 | 2021-12-20 | Heavy raised floor |
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TW110215152U TWM626915U (en) | 2021-12-20 | 2021-12-20 | Heavy raised floor |
Publications (1)
Publication Number | Publication Date |
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TWM626915U true TWM626915U (en) | 2022-05-11 |
Family
ID=82559724
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TW110215152U TWM626915U (en) | 2021-12-20 | 2021-12-20 | Heavy raised floor |
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TW (1) | TWM626915U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI831369B (en) * | 2022-09-13 | 2024-02-01 | 惠亞工程股份有限公司 | Heavy grille floor |
-
2021
- 2021-12-20 TW TW110215152U patent/TWM626915U/en unknown
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI831369B (en) * | 2022-09-13 | 2024-02-01 | 惠亞工程股份有限公司 | Heavy grille floor |
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