200930868 九、發明說明： 【發明所屬之技術領域】 本發明係關於一種格版預鑄樓層結構；具體而言，本 發明係關於一種建築結構，應用此格版預鑄樓層結構之 建築物將可有效減少微振效應之發生。 【先前技術】 ® 目前製造業廠房之興建，特別是晶圓廠等高科技製造 業廠房’由於精密製程機具需穩定設置之故，其廠房樓 板必須要能抵抗輕微之振動。為達到上述抵抗微振之要 求’一般均使用具有耐震特性之格子板做為廠房樓板及 安裴機具設備之主要結構。 然而’部分格子板結構由於受限於原本之設計強度及 應用方式’因此一旦受到超越原設計強度之波動，仍舊 • ，法有效減少微振效應，對精密製程機具及生產線之穩 疋而δ皆會造成一定程度之風險。 【發明内容】 本發明之主要目的在於提供_種格版預鑄樓層結 構，供有效減少建築結構微振效應之發生。 本發月之另一目的在於提供一種格版預鑄樓層結 供1升建築結難體之抗紐與穩定性。 月之另一目的在於提供一種格版預鑄樓層結 5 200930868 構，供有效率的形成建築結構。 本發明之格版預鑄樓層結構包含並列之複數根第一 主梁、梁箍筋鋼筋籠以及複數格版構件。梁箍筋鋼筋籠 係跨設於第一主梁間，包含複數個梁箍筋彼此相隔間隙 排列’每一格版構件係同梁箍筋鋼筋籠之設置方向跨設 於並列之第一主樑間，其中每一格版構件係具有複數格 孔’並與梁箍筋鋼筋籠及相鄰之格版構件彼此接合形成 ❹ 具有複數格孔之柵狀樓層結構。 在較佳實施方式中，每一格版構件進一步包含第一侧 壁、第二侧壁與複數根並列之格子梁。第二側壁係平行 第一侧壁’複數根並列之格子梁係連結設置於第一側壁 與第二侧壁間並藉該些格孔彼此漸次排列，且每一格子 梁其端部與第一侧壁及第二侧壁連結處係分別設有倒鉤 部’其中該些倒鉤部係容納設置於梁箍筋鋼筋籠之該些 間隙’使每一格版構件與梁箍筋鋼筋籠及相鄰之格版構 ® 件彼此接合形成栅狀樓層結構。 【實施方式】 本發明提供一種格版預铸樓層結構，供有效減少建築 結構微振效應之發生。本發明之格版預鑄樓層結構較佳 係形成一格版預鑄樓層結構單元’可因應建築基地之面 積彼此串聯結合至所需之大小。當建築結構因外力影響 而發生微振，本發明之格版預鑄樓層結構所具備之抗微 6 200930868 振性將可有效減少微振效應之發生。此處所言之建築結 構，較佳係指應用本發明格版預鱗樓層結構之建築結構 體，例如廠房建築等。然而在不同實施例中，本發明之 格版預鑄樓層結構亦可包含樓房建築、倉儲建築等建築 結構。此處所言之預鑄樓層，則係包含但不限於建築結 構之一部或全部使用預鑄構件或其組合所形成之格版預 鱗樓層。 本發明之格版預鑄樓層結構較佳係包含並列之複數 根第一主梁210、梁箍筋鋼筋籠400與複數格版構件 5〇〇 ’並由該些第一主梁210、梁箍筋鋼筋籠4〇〇與該些 格版構件500彼此結合連接所形成。如圖〗之較佳實施 例所示，複數根第一主梁21〇係彼此平行並列設置於複 數根主柱300上，該些主柱300係設置於建築基地角隅 之位置’ S間並設有支柱310呈棋盤格狀羅列於該些主 柱間。在此較佳實施例中，係預先設置或吊放第一主梁 21〇於複數根主柱300之頂部，以形成並列之複數根第一 主梁210 ’如圖1所示。 如圖1之較佳實施例所示，第一主梁21〇係包含底端 向兩侧延伸形成凸緣211，而具有一倒τ型斷面。在此 較佳實施例巾’第—主梁21G係_具倒τ形剖面之梁結 構。然而在不同實施例中’第—主梁210亦可為一般方 =或長方形·之縣構，並於底端雜向㈣設置鋼 筋接續器續接鋼筋或設置_卿成凸緣2ιι。此外，如 200930868 圖1所示’第一主梁210較佳另包含有下層筋犯設置 於第-主梁210之二底端，下層筋212分別向外延伸一 郃伤而與該些主柱3〇〇搭接，使第一主梁21〇設置於該 些主柱300之頂部。 如圖2所示’梁箍筋鋼筋籠400較佳係跨設於第一主 梁21〇間，包含複數個梁箍筋41〇彼此相隔間隙420排 列。如圖2之較佳實施例所示，梁箍筋鋼筋籠4⑻之二 Φ 端部係分別與第一主梁210之凸緣211搭接，並承載置 放於支柱310之頂端。如圖2所示，該些梁箱筋中 之每一梁箍筋410較佳係具有二侧邊及分別連接二側邊 底端之一底邊，且每一侧邊之自由端較佳係彎曲形成彎 勾411。如圖2之較佳實施例所示，梁箍筋鋼筋籠4〇〇 另包含至少一侧向筋430連結設置於該些梁箍筋41〇之 該些侧邊，且至少一侧向筋430係固定該些梁箍筋41〇 彼此間之位置與間隙420而形成梁箍筋鋼筋籠4〇〇。 0 如圖3及圖4之較佳實施例所示，該些格版構件5〇〇 中之每一格版構件500係同梁箍筋鋼筋籠4〇〇之設置方 向跨設於並列之第一主樑210間。如圖3及圖4所示， 在此較佳實施例中，每一格版構件500較佳係具有複數 格孔120，並與梁箍筋鋼筋籠4〇〇及相鄰之格版構件5〇〇 彼此接合形成具有複數格孔120之栅狀樓層結構11〇。如 圖3及圖4之較佳實施例所示，每一格版構件係包 含第一側壁510、第二侧壁520與複數根並列之格子梁 8 200930868 530。在此較佳實施例中，第二侧壁520係平行第一侧壁 510 ’該些並列之格子梁530則連結設置於第一侧壁510 與第二側壁520間，並藉該些格孔120彼此漸次排列。 如圖3及圖4之較佳實施例所示，該些格孔120係呈矩 形長條狀。然而在其他不同實施例中，格孔120亦可成 形為方形、圓形或其他利於減少微振效應發生之形狀。 如圖3及圖4之較佳實施例所示，第一侧壁510之兩 ❺ 端係分別向外延伸一部份形成支撐部511 ’並透過支樓部 511與第一主梁210之凸緣211搭接。同樣地，第二側壁 520之二端部亦具有支撑部521，並藉其與第一主梁21〇 之凸緣211搭接。在此較佳實施例中，第二侧壁520之 支撐部521係具有L型簡支部5211而與凸緣211搭接， 以進一步減少格版構件之整體重量，有利於整體施工及 吊放作業之進行。由於該些格版構件50〇本身具有一定 程度之重量，因此除透過支禮部與第一主梁21〇之凸緣 ® 211搭接’該些格版構件5〇〇較佳亦進一步與排列於該些 主柱300間之相鄰二支柱310連結，而使該些支柱31〇 連結承載於該些格版構件500下方並提供輔助之支擇。 如圖3及圖4所示，每一格子梁53〇其端部與第一侧 壁510及第一侧壁520連結處較佳係分別設有倒鉤部 540。該些倒鉤部540係容納設置於梁箍筋鋼筋籠4〇〇之 該些間隙420，使每一格版構件5〇〇與梁箍筋鋼筋籠4〇〇 及相鄰之格版構件500彼此接合形成栅狀樓層結構 9 200930868 110。如圖3及圖4之較佳實施例所示，每一倒鉤部54〇 係進一步包含複數並列之倒鉤541 ’其中連接於第一侧壁 510之該些倒鉤541，係與連接於相鄰格版構件5〇〇第二 侧壁520之該些倒鉤541彼此相嵌形成梁接續結構6〇〇。 在此較佳實施例中’梁接續結構600較佳係與鋼筋帽蓋 組(未繪示)配合使用’並與梁接續結構6〇〇疊接以強化梁 接續結構600斷面之強度。如圖4及圖5所示，當該些 ❹ 格版構件500與梁箱筋鋼筋籠400及並列之該些第一主 210完成接合與連接，即可進一步於第一主梁21〇斑 該些主柱300、該些格版構件500及該些梁接續結構6〇〇 之二侧設置模板，而後以封模灌漿方式形成第二主梁22〇 以及主梁邊框200。 然而在其他較佳實施例中，如圖4及圖5所示，當該 些格版構件500與梁箍筋鋼筋籠4〇〇及並列之該些第一 主梁210完成接合與連接，亦可進一步吊放或設置第二 ® 主梁220於複數根主柱300之頂部，形成並列之複數根 第一主梁210及並列之複數根第二主梁22〇後，於第一 主梁210及第二主梁220與主柱300頂端之交會處設模 灌襞以形成主梁邊框200之角隅。此外，在其他不同實 施方式中，亦可使用預鑄之方式直接形成主梁邊框2〇〇， 並吊放至基地角隅之複數根主柱上而後再設置並 接合梁箍筋鋼筋籠400與該些格版構件5〇〇以形成本發 明之格版預鑄樓層結構1〇〇。 200930868 本發明已由上述相關實施例加以描述，然而上述實施 例僅為實施本發明之範例。必需指出的是，已揭露之實 施例並未限制本發明之範圍。相反地，包含於申請專利 範圍之精神及範圍之修改及均等設置均包含於本發明之 範圍内。 【圖式簡單說明】 ❹ 圖1所示為本發明格版預鑄樓層結構之一較佳實施例； 圖2所示為本發明格版預鑄樓層結構之一較佳實施例； 圖3所示為本發明格版預鑄樓層結構之一較佳實施例； 圖4所示為本發明格版預鑄樓層結構之一較佳實施例； 圖5所示為本發明格版預鑄樓層結構之一較佳實施例。 【主要元件符號說明】 100格版預鑄樓層 0 110栅狀樓層結構 120格孔 200主梁邊框 210第一主梁 211凸緣 212下層筋 220第二主梁 300主柱 11 200930868 310支柱 400梁箍筋鋼筋籠 410梁箍筋 411彎勾 420間隙 430侧向筋 500格版構件 〇 510第一侧壁 511支撐部 520第二侧壁 521支撐部 5211 L型簡支部 530格子梁 540倒鉤部 541倒鉤 ® 600梁接續結構 12200930868 IX. DESCRIPTION OF THE INVENTION: TECHNICAL FIELD The present invention relates to a grid floor structure; in particular, the invention relates to a building structure, and a building using the grid floor structure will be Effectively reduce the occurrence of microvibration effects. [Prior Art] ® The construction of manufacturing plants, especially high-tech manufacturing plants such as fabs. Due to the stable setting of precision process tools, the floor of the plant must be able to withstand minor vibrations. In order to achieve the above requirements for resisting the vibration, the grid plate with the shock-resistant characteristics is generally used as the main structure of the plant floor and the ampoules equipment. However, 'partial grid structure is limited by the original design strength and application method', so once it is subject to fluctuations in the original design intensity, it still reduces the microvibration effect, and the precision of the precision process tools and production lines. Will cause a certain degree of risk. SUMMARY OF THE INVENTION The main object of the present invention is to provide a _ type grid floor structure for effectively reducing the occurrence of the micro-vibration effect of the building structure. Another purpose of this month is to provide a plaque and floor slab for the resistance and stability of a 1 liter building. Another purpose of the month is to provide a grid version of the floor structure 5 200930868 for efficient formation of building structures. The grid floor structure of the present invention comprises a plurality of first main beams, beam stirrup reinforcement cages and a plurality of grid members. The beam stirrup reinforcement cage is spanned between the first main beams, and includes a plurality of beam stirrups arranged in a gap between each other. 'Each grid member is arranged in the same direction as the beam stirrup reinforcement cage. Each of the grid members has a plurality of lattice holes 'and is joined to the beam stirrup reinforcement cage and the adjacent lattice member to form a grid-like floor structure having a plurality of lattice holes. In a preferred embodiment, each of the panel members further includes a first side wall, a second side wall, and a plurality of lattice beams juxtaposed. The second side wall is parallel to the first side wall. The plurality of latticed girder bridges are disposed between the first side wall and the second side wall and are arranged gradually with each other by the plurality of lattice holes, and each of the lattice beams has an end portion and a first side wall. And the second side wall joints are respectively provided with barbs, wherein the barbs receive the gaps disposed in the beam cages of the beam stirrups, so that each grid member and the beam stirrups are adjacent to the cage The grid members are joined to each other to form a grid-like floor structure. [Embodiment] The present invention provides a grid precast floor structure for effectively reducing the occurrence of the microvibration effect of a building structure. The lattice floor structure of the present invention is preferably formed into a grid floor structure unit which can be combined with each other in series to a desired size in accordance with the area of the building base. When the building structure is slightly vibrated due to the influence of external force, the vibration resistance of the grid-type floor structure of the present invention can effectively reduce the occurrence of the micro-vibration effect. The architectural structure referred to herein preferably refers to a building structure to which the pre-scaled floor structure of the present invention is applied, such as a factory building. However, in various embodiments, the grid floor structure of the present invention may also include building structures such as building construction, storage buildings, and the like. The floor to be described herein includes, but is not limited to, a grid pre-scaled floor formed by one or all of the structural elements or combinations thereof. The grid floor structure of the present invention preferably comprises a plurality of first main beams 210, a beam stirrup reinforcement cage 400 and a plurality of grid members 5' and consists of the first main beams 210 and the beam hoops. The rib cage 4 is formed by joining and joining the panel members 500 to each other. As shown in the preferred embodiment of the present invention, the plurality of first main beams 21 are arranged parallel to each other and juxtaposed on the plurality of main columns 300, and the main columns 300 are disposed at the position of the corner of the building base and are between The pillars 310 are arranged in a checkerboard pattern and are arranged between the main columns. In the preferred embodiment, the first main beam 21 is pre-set or suspended to the top of the plurality of main columns 300 to form a plurality of parallel first main beams 210' as shown in FIG. As shown in the preferred embodiment of Fig. 1, the first main beam 21 includes a bottom end extending to both sides to form a flange 211 having an inverted τ-shaped cross section. In the preferred embodiment of the invention, the first main beam 21G is a beam structure having an inverted τ-shaped cross section. However, in different embodiments, the 'first main beam 210' may also be a general square = or rectangular county structure, and the bottom end miscellaneous (four) is provided with a steel rib joint to continue the steel bar or set _ qing into a flange 2 ιι. In addition, as shown in FIG. 1 of 200930868, the first main beam 210 preferably further includes a lower layer of ribs disposed at the bottom end of the second main beam 210, and the lower layer ribs 212 respectively extend outwardly with a bruise and the main columns. 3〇〇 is overlapped so that the first main beam 21〇 is disposed on the top of the main columns 300. As shown in Fig. 2, the beam stirrup cage 400 is preferably spanned across the first main beam 21, and includes a plurality of beam stirrups 41 〇 arranged in a gap 420 from each other. As shown in the preferred embodiment of Fig. 2, the ends of the rib cages 4 (8) Φ overlap the flanges 211 of the first main beam 210 and are placed on the top end of the struts 310. As shown in FIG. 2, each of the beam ribs 410 preferably has two sides and one bottom edge of each of the two bottom ends, and the free end of each side is preferably The bending forms a curved hook 411. As shown in the preferred embodiment of FIG. 2, the beam stirrup reinforcement cage 4〇〇 further includes at least one side rib 430 coupled to the side edges of the beam stirrups 41〇, and at least one side rib 430 The position and gap 420 of the beam stirrups 41 are fixed to form a beam stirrup cage 4〇〇. 0, as shown in the preferred embodiment of FIG. 3 and FIG. 4, each of the plurality of plate members 5 of the plurality of plate members 5 is arranged in the same direction as the direction of the beam cages A main beam 210. As shown in FIG. 3 and FIG. 4, in the preferred embodiment, each of the plate members 500 preferably has a plurality of cells 120, and the beam cages 4 and the adjacent plate members 5 The crucibles are joined to each other to form a grid-like floor structure 11 having a plurality of cells 120. As shown in the preferred embodiment of Figures 3 and 4, each of the panel members includes a first side wall 510, a second side wall 520, and a plurality of lattice beams 8 200930868 530 juxtaposed. In the preferred embodiment, the second sidewall 520 is parallel to the first sidewall 510 ′. The juxtaposed lattice beams 530 are connected between the first sidewall 510 and the second sidewall 520, and the grids are 120 are arranged one after another. As shown in the preferred embodiment of Figures 3 and 4, the plurality of apertures 120 are in the form of rectangular strips. In other various embodiments, however, the apertures 120 can also be shaped as squares, circles, or other shapes that help reduce the effects of microvibration. As shown in the preferred embodiment of FIG. 3 and FIG. 4, the two ends of the first side wall 510 extend outwardly to form a support portion 511' and pass through the convex portion 511 and the first main beam 210. Edge 211 overlaps. Similarly, the two end portions of the second side wall 520 also have a support portion 521 and are overlapped with the flange 211 of the first main beam 21A. In the preferred embodiment, the support portion 521 of the second side wall 520 has an L-shaped simple branch portion 5211 and overlaps the flange 211 to further reduce the overall weight of the grid member, which is beneficial to the overall construction and lifting operation. Go on. Since the plurality of plate members 50 have a certain degree of weight, in addition to the flange portion 211 of the first main beam 21 透过 through the brace portion, the plate members 5 are preferably further arranged. The adjacent two pillars 310 between the main pillars 300 are coupled, and the pillars 31 are coupled to be carried under the grid plate members 500 and provide an auxiliary. As shown in FIG. 3 and FIG. 4, each of the lattice beams 53 is preferably provided with a barb portion 540 at a position where the end portion thereof is coupled to the first side wall 510 and the first side wall 520. The barbs 540 are configured to receive the gaps 420 disposed in the beam cages 4, such that each of the plate members 5 and the beam stirrup cages 4 and the adjacent plate member 500 Joining each other forms a grid-like floor structure 9 200930868 110. As shown in the preferred embodiment of FIG. 3 and FIG. 4, each of the barbs 54 further includes a plurality of side-by-side barbs 541 ′, wherein the barbs 541 are connected to the first side wall 510, and are connected to The barbs 541 of the adjacent panel members 5 〇〇 the second side walls 520 are embedded with each other to form the beam splicing structure 6 〇〇. In the preferred embodiment, the beam splicing structure 600 is preferably used in conjunction with a rebar cap set (not shown) and overlapped with the beam splicing structure 6 以 to reinforce the strength of the beam splicing structure 600. As shown in FIG. 4 and FIG. 5, when the stencil member 500 is engaged and connected with the beam box reinforcement cage 400 and the first main 210s juxtaposed, the first main beam 21 may be further stained. The main column 300, the grid members 500 and the two sides of the beam splicing structure 6 are provided with a template, and then the second main beam 22 〇 and the main beam frame 200 are formed by a seal grouting method. However, in other preferred embodiments, as shown in FIG. 4 and FIG. 5, when the grid member 500 is joined and connected to the beam stirrup cage 4 and the first main beam 210, The second main beam 220 may be further hoisted or disposed on top of the plurality of main columns 300 to form a plurality of first main beams 210 and a plurality of second main beams 22 juxtaposed, and then on the first main beam 210 And a mold filling is formed at the intersection of the second main beam 220 and the top end of the main column 300 to form a corner 主 of the main beam frame 200. In addition, in other different embodiments, the main beam frame 2〇〇 may be directly formed by using the 預鑄 method, and hoisted to the plurality of main columns of the base corner 而, and then the beam stirrup reinforcement cage 400 is disposed and joined. The grid members 5 are formed to form the grid floor structure of the present invention. The present invention has been described by the above-described related embodiments, but the above embodiments are merely examples for implementing the present invention. It must be noted that the disclosed embodiments do not limit the scope of the invention. On the contrary, the modifications and equivalents of the spirit and scope of the invention are included in the scope of the invention. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a preferred embodiment of a floor panel structure of the present invention; FIG. 2 is a view showing a preferred embodiment of the grid floor structure of the present invention; The present invention is a preferred embodiment of the floor panel structure of the present invention; FIG. 4 is a preferred embodiment of the floor panel structure of the present invention; FIG. A preferred embodiment. [Main component symbol description] 100 grid version 預鑄 floor 0 110 grid floor structure 120 grid hole 200 main beam frame 210 first main beam 211 flange 212 lower layer rib 220 second main beam 300 main column 11 200930868 310 pillar 400 beam Hoop reinforcement cage 410 beam stirrup 411 bend hook 420 gap 430 lateral rib 500 grid plate member 〇 510 first side wall 511 support portion 520 second side wall 521 support portion 5211 L-shaped simple branch portion 530 lattice beam 540 barb portion 541 Barb® 600 Beam Connection Structure 12