13644781364478
九、發明說明： 【發明所屬之技術領域】 ’尤指一種使 本發明係有關一種中空樓板結構及其施工方法 用新穎鋼承板之巾域減構及魏工方法。 【先前技術】 近年來，_秘取代習知模板層之使岐年辦加，其主， ，構強度，且林必使狀模板層 而言，鋼承板可分為三種·:開口型、縮〇型以及閉口型細 板，且其於結構上具有複數娜起部，且轉隆起部之高度皆^ 須大於5公分，柯減足輯體齡板所需之結構強度。 此外，為減輕樓板結構體重量、加大樓層間距、且同時達到 隔熱與隔音之目的，巾空樓板亦叙制於建隸巾。習知中空 樓板之建築’係於鋪層間埋設實心輕量塊體(通常為保利龍材 質），以達到上述樓板減重、隔熱以及隔音等效果，而取代傳統混 凝土樓板。 然而，習知鋼承板並非設計於建築中空樓板。以習知鋼承板 之高度為例，如上所述，其隆起部之高度受到結構強度之而 必須局於5公分’若翻於建築中空樓板，加上所埋設實心輕量 塊體之高度，賴使樓板之總高朗加，_㈣需之混凝土亦 將隨之增多。如此’增多的混凝土將加重整體樓板之重量，不僅 1364478 將使得成本負擔，更難以達到中空樓板之輕量性質，亦無法增加 樓層間之距離。 此外’習知鋼承板之頂面通常呈水平面者，若將下鋼筋層直 接置於隆起部上’該鋼筋之握裹力將受到顯著的影響(鋼筋周緣必 須至少裹覆2.5公分之混凝土方可獲致足夠之握裹力）。另，限於 鋼承板隆起部之結構，上下鋼筋層中與鋼承板隆起部平行走向之 鋼筋將無法於垂直方向對準，而必須以交錯方式排列。換言之， 與隆起部平行走向之卞鋼.筋層鋼筋必領置於兩相鄰隆起部之間—，— 因此該下鋼筋層鋼筋職兩個相鄰之上鋼筋層鋼筋形成三角形之 位置關聯。此時’通常需要使用額外支撐結構(例如吊筋)來保持該 鋼筋之位置’以避免讓該鋼筋直接接觸相鄰隆起部間溝道底部。 如此，亦將增加整體建築成本。 有4a於此為解決上述難題，本發明之創作人提出一種使用 新顆鋼承板之巾空敵結構及魏工方法，舒娜板—新顆結 構而使其件以適用於中空樓板建築，藉以獲得兩者優勢之加乘。 【發明内容】 本發明之主要目的錢供—觀射·鋼承板之中空樓板結 構及其施工方法。 如^達^述目的’本發明係提供—種使用新穎鋼承板之中空樓 t 包括—新穎鋼承板、—鋼筋網結構與置放於該上、下 ’ K複數個實心輕量塊體。其中該新穎鋼承板係彎折有複 丄:564478IX. INSTRUCTIONS: [Technical field to which the invention pertains] </ RTI> particularly relates to a method for fabricating a hollow slab structure and a construction method thereof with a novel steel slab for the domain reduction and the Weigong method. [Prior Art] In recent years, _ secret replaces the conventional template layer to make it a new year, its main, structural strength, and the forest must be template layer, steel plate can be divided into three types: open type, The shrinkage type and the closed type fine plate have a plurality of bottom portions in the structure, and the height of the turning ridges is greater than 5 cm, and the structural strength required for the body age board is reduced. In addition, in order to reduce the weight of the floor structure, increase the floor spacing, and at the same time achieve the purpose of heat insulation and sound insulation, the empty floor slab is also described in the construction of the towel. The structure of the hollow floor slab is to embed a solid lightweight block (usually Poly Long material) between the layers to achieve the effect of weight reduction, heat insulation and sound insulation of the above-mentioned floor, instead of the traditional concrete floor. However, conventional steel slabs are not designed for hollow slabs. Taking the height of the conventional steel plate as an example, as mentioned above, the height of the ridge is subject to the structural strength and must be 5 cm. If it is turned over to the hollow floor of the building, plus the height of the solid lightweight block buried, The total height of the slabs is higher, and the concrete required for _ (four) will also increase. Such an increase in concrete will increase the weight of the overall slab, not only 1364478 will make the cost burden, it is more difficult to achieve the lightweight nature of the hollow slab, and can not increase the distance between the floors. In addition, the top surface of the conventional steel plate is usually a horizontal plane. If the lower reinforcement layer is placed directly on the ridge, the reinforcing force of the steel will be significantly affected (the circumference of the steel must be covered with at least 2.5 cm of concrete to obtain Enough grip strength). In addition, limited to the structure of the steel slab ridge, the steel bars in the upper and lower reinforced layers parallel to the steel slab ridges will not be aligned in the vertical direction, but must be arranged in a staggered manner. In other words, the steel bar with the ridges running parallel to the ridges must be placed between the two adjacent ridges—therefore, the position of the reinforced bars of the lower reinforced layer is equal to the position of the reinforced bars. At this point, it is often necessary to use an additional support structure (e.g., a sling) to maintain the position of the reinforced bar to avoid direct contact of the reinforced bar with the bottom of the channel between adjacent ridges. In this way, the overall construction cost will also increase. In order to solve the above problems, the creator of the present invention proposes a hollow enemy structure and a Weigong method using a new steel plate, and a new structure to make it suitable for hollow floor construction. Borrow to gain the advantage of both. SUMMARY OF THE INVENTION The main purpose of the present invention is to provide a hollow floor structure and a construction method for a steel supply plate. For example, the present invention provides a hollow building t using a novel steel carrier plate, including a novel steel carrier plate, a steel mesh structure, and a plurality of solid lightweight blocks placed on the upper and lower sides. . The novel steel plate is bent and has a retracement: 564478
•數個隆起部，每-隆起部之頂端係呈倒V字型凸起，且於該隆起 •部之兩側分別設有一縱溝。該鋼筋網結構則係架設於該新穎鋼承 板上，包括一上鋼筋層與一下鋼筋層，且該上、下鋼筋層係分別 包括複數條垂直交錯之肋筋。 於實施時，上述中空樓板結構較佳更包括複數個多功能支撐 裝置，其巾每功能支撐裝置係包括-本體與-U型支撐腳。 其巾該本體储覆蓋鋼承板之隆起雜，包括有—水平板體、兩 盤她*[平Μ越虹翅t之延—體； 林平板體係於其頂面設有—凹溝，供承載下層鋼筋層之肋筋； 該垂直桿體職與該水平板體_合。該_支撐賴係以可分 離之方式與該本體姆，且於其頂端設有—_部，供承載上層 鋼筋層之肋筋。 a 此外，本發明亦提供一種施工方法，供建築上述所揭露之 空樓板結構，其包括以下步驟： A卜架設至少-個支魏置，並於其上鋪設新穎鋼承板； A2、將複數個多魏支縣置架設於_鋼承板上； A3、將鋼筋網結構架設於新穎鋼承板上； A4、將實心輕量塊體置入鋼筋網結構内； A5、將多魏支撐裝置之垂直桿體_，使其鈎合於上鋼⑽ 之肋筋；以及 曰 A6、灌漿。 ’茲藉實施例 為對於本發明之特點與作用能有更深入之瞭解 配合圖式詳述於後。 1364478 【實施方式】 本發明係提供一種使用新穎鋼承板之中空樓板結構，其包括 有一新穎鋼承板1、-鋼筋網結構2以及複數個實心輕量塊體。其 中該新穎鋼承板1係彎折有複數個隆起部1()，每—隆起部1〇之頂 端係呈倒V字型凸起102，且於該隆起部1〇之兩側分別設有一縱 溝1〇4 ;該鋼筋網結構2縣架設於該新穎鋼承板i上，包括有一上 鋼筋層22與-下鋼筋層24，且該上、下鋼筋層22、％係分別包 二24〇丄而該_實心輕量塊 係供置放於該上、下鋼筋層22、24之間。 一 一〜 於只施時’上述中空樓板結構更包括有複數個多功能支撐岌 置4,且每-多雜支縣置4係包括有—本體以及—U型支撐腳 46。山其中該本體係包括一水平板體4〇、兩個分別自該水平板體卯 ^向下方延伸之延伸部42以及—垂直捍體糾，供覆蓋於新賴鋼 反1之隆起部10上。其中，於上述水平板體4〇之頂面設有— 喊撕，供承載下層鋼筋層24之肋筋㈣；該垂直桿體44列於 -端財螺紋部442，供螺合於該水平板體4〇之螺孔内。而上述 U型支撐㈣_可分_與穌體树接，並 凹陷部啦，縣載上層鋼筋層22之肋筋22〇。 W有一 此外，上述新穎鋼承板】之相鄰二隆起部ι〇間距離係介於】〇 公分，該隆起部10之高度係介於3至4公分，而該 承板1之厚度則係介於_至012公分。 、鋼 ㈣’，她咖織上物樓板結構 於步驟A1，架設至少一個支掉裝置，並於其上鋪設 1364478• A plurality of ridges each having an inverted V-shaped projection at the top end and a longitudinal groove on each side of the ridge portion. The steel mesh structure is erected on the novel steel support plate, and includes an upper steel bar layer and a lower steel bar layer, and the upper and lower steel bar layers respectively comprise a plurality of vertically staggered ribs. In the implementation, the hollow floor structure preferably further comprises a plurality of multifunctional supporting devices, wherein each functional supporting device comprises a body and a -U-shaped supporting leg. The towel body covers the uplift of the steel support plate, including a horizontal plate body, two plates of her * [flat Μ 虹 虹 虹 t ; ; ; 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林 林The ribs carrying the lower reinforcing layer; the vertical rod body is combined with the horizontal plate body. The _support is attached to the body in a separable manner, and a _ portion is provided at the top end thereof for carrying the ribs of the upper reinforced layer. In addition, the present invention also provides a construction method for constructing the above-mentioned hollow floor slab structure, which comprises the following steps: A erecting at least one branch, and laying a novel steel slab thereon; More than Weizhi County is set on the _ steel bearing plate; A3, the steel mesh structure is erected on the new steel bearing plate; A4, the solid lightweight block is placed in the steel mesh structure; A5, the multi-Wei support device The vertical rod _ is hooked to the rib of the upper steel (10); and the 曰A6, grout. The embodiment is to provide a more in-depth understanding of the features and functions of the present invention. 1364478 [Embodiment] The present invention provides a hollow floor structure using a novel steel deck, which includes a novel steel deck 1, a reinforcing mesh structure 2, and a plurality of solid lightweight blocks. The novel steel plate 1 is bent with a plurality of ridges 1 (), and the top end of each ridge is an inverted V-shaped protrusion 102, and one side of each of the ridges 1 〇 is provided Longitudinal groove 1〇4; the steel mesh structure 2 county is erected on the novel steel plate i, including an upper steel layer 22 and a lower steel layer 24, and the upper and lower steel layers 22 and % are respectively included The solid lightweight block is placed between the upper and lower reinforcing layers 22, 24. The above-mentioned hollow floor structure further includes a plurality of multifunctional support members 4, and each of the multi-cell counties includes a body and a U-shaped support leg 46. The system includes a horizontal plate body 4〇, two extension portions 42 extending downward from the horizontal plate body, and a vertical body correction for covering the ridges 10 of the new Laigang reverse 1 . Wherein, the top surface of the horizontal plate body 4 is provided with a shrapnel for carrying the ribs (4) of the lower rebar layer 24; the vertical rod body 44 is arranged at the end end of the threaded portion 442 for screwing to the horizontal plate Inside the screw hole of the body. The U-shaped support (4) _ can be divided into _ and the body of the tree, and the depression, the county carrying the upper reinforced layer 22 of the ribs 22 〇. In addition, the distance between the adjacent two ridges of the above-mentioned novel steel plate is 〇cm, the height of the ridge 10 is between 3 and 4 cm, and the thickness of the plate 1 is Between _ and 012 cm. , steel (four)', her woven fabric floor structure in step A1, erect at least one branching device, and laid on it 1364478
-新顆鋼承板上述支撐褒置則又可分為兩種不同用途者，可視工 -期所需之長短加以應用。 如第7圖所示，上述支撐裝置係包括複數個支撐桿8〇，盆中 每-支撐桿80包括-支撐部以及—桿體_ ;該切部8〇2 认有一螺紋孔，供與桿體8〇4 —端之螺紋部8〇4〇相螺合。藉由該 支稽部802所提供之支撐力，當施工者於新穎鋼承板丨上進行建 築工辦，得以避免該新穎鋼承板1因受力而形變。然:而上述支 --------娜」—《羞 。換 吕之，於繼續建築上方樓板結構時，必須待下層已灌漿之樓板結 構具有足夠承載強度後，方可繼續進行樓板建築動作。 然而，目前一般高樓層之鋼骨建築通常建築速度較快，往往 於下層已灌雜板結構形成足夠承載強度前，就必須繼續進行建 築動作。因此，為因應建築速度加快之趨勢，而克服前述之困難， 本發明之發明人於此k供另一種支撐裝置，以代替前述支撐桿8 • 之使用。 請參閱第8至9圖。如圖所示，該支撐裝置係包括複數個工 形支撐樑82、複數個可調整高度之支撐座84以及複數支輕量條體 86。其中，該支樓座84係置於與鋼骨柱9〇相連接之鋼骨主樑％ 底部上’供支撐上述工形支撐樑82底部之一端。 該支撐座84係包括一底座840以及設置於該底座上之一可調 整部842 ;於本實施例中，該底座840係為一木質墊塊，而該可調 整部842係包括一高度調整螺帽以及螺桿；藉由旋轉該螺帽，得 以調整最適當之支撐高度。上述僅為一種實施方式，底座亦可設 9 1364478 計為射調整部之底部一體成形，亦為本發明主張之範圍所及。 π藉由於上述场支撐樑82底部^端裝設支禮座84,而使其獲 传來自鋼骨主樑92之支擇，如此可避免因利用地板作為支撺而無 法加快建紐紅触。最後，將魏枝量紐％跨設於複數 個工形讀樑82上’即可完新穎鋼承板1所提供之支樓結 構該|Λ里條體86可由木質或銘合金等輕量材質所製成。 。樓板⑹工π成並㊉成足夠結構強度後，則可將上述支 ϋ—支撐樑hA輕i條體86—砂移除。相較於傳統 之樓板細工方法’其特殊點在於不需要小樑作為上方樓板之支撐 結構，因此可增加樓層高度。 於步驟A2，將上述多功能支撐裝置4架設於新賴鋼承板1 上’其令係將其主體覆蓋於新穎鋼承板1之隆起部10上，並藉由 將螺栓48穿過延伸部似合人該縱溝綱内，可將該多功能曰支 撐裝置4固定於新穎鋼承板1上。 =步驟A3 ’將鋼筋網結構2架設於新穎鋼承板〗上。其中將 下鋼筋層24之肋筋240帛設於水平板體40之凹溝内，上鋼筋層 之肋# 220貝1J係置於u型支樓腳46之凹陷部462内。 ;乂驟八4，將實心輕量塊體置入鋼筋網結構2内肋筋所形成 之格子中。 於步驟八5 ’將多功能支揮裝置4之垂直桿體44彎折，使其 釣s於上鋼筋層22之肋筋220。最後，於步驟A6則進行灌漿。 "月參閱第1A與1B圖，其係顯示本發明之使用新耦鋼承板之 中二樓板結構之第—實施例。如圖所示，該巾空樓板結構係包括 1364478- The new steel plate supports the above-mentioned support devices and can be divided into two different applications, which can be applied according to the length of time required for the work period. As shown in Fig. 7, the support device includes a plurality of support rods 8〇, each of the support rods 80 includes a support portion and a rod body _; the cut portion 8〇2 has a threaded hole for the rod The body 8〇4—the threaded portion of the end 8螺4〇 is screwed. With the support provided by the branch 802, when the constructor performs construction work on the novel steel slab, the new steel slab 1 is prevented from being deformed by the force. Of course: and the above branch -------- Na" - "shame. For Lvzhi, when continuing the slab structure above the building, it is necessary to continue the slab construction action until the underlying grouted slab structure has sufficient load-bearing strength. However, at present, steel slabs in general high floors usually have a relatively fast construction speed, and it is often necessary to continue the construction operation before the underlying slab structure forms sufficient load bearing strength. Therefore, in order to overcome the aforementioned difficulties in response to the trend of speeding up the construction speed, the inventors of the present invention have provided another supporting means instead of the use of the aforementioned support rods 8. Please refer to pictures 8 to 9. As shown, the support device includes a plurality of work support beams 82, a plurality of height-adjustable support seats 84, and a plurality of lightweight strips 86. Wherein, the support base 84 is placed on the bottom of the steel main beam % connected to the steel column 9 ’ to support one end of the bottom of the work support beam 82. The support base 84 includes a base 840 and an adjustable portion 842 disposed on the base. In the embodiment, the base 840 is a wooden block, and the adjustable portion 842 includes a height adjusting screw. The cap and the screw; by rotating the nut, the most appropriate support height can be adjusted. The above is only one embodiment, and the base may also be formed integrally with the bottom of the radiation adjustment portion, which is also within the scope of the claimed invention. The π is supported by the bottom of the field support beam 82 at the bottom end of the field support beam 82, so that it can be removed from the steel main beam 92, so that the use of the floor as a support can not be avoided. Finally, the Weizhiquan New % is placed across a plurality of work beam beams 82. The new steel plate 1 can be used to provide the structure of the branch. The Λ 条 strip 86 can be made of lightweight materials such as wood or Ming alloy. to make. . After the slab (6) is π-forming and ten-fold enough structural strength, the above-mentioned support-support beam hA light i-strip 86-sand can be removed. Compared with the traditional slab finishing method, the special point is that the girders are not required as the supporting structure of the upper slab, so the floor height can be increased. In step A2, the multi-functional support device 4 is erected on the Xinlai steel carrier plate 1 and its body is covered on the bulge portion 10 of the novel steel carrier plate 1 by passing the bolt 48 through the extension portion. The multi-functional raft support device 4 can be fixed to the novel steel support plate 1 in the longitudinal groove. =Step A3 ‘Set the reinforced mesh structure 2 on the new steel slab. The ribs 240 of the lower reinforcing bar layer 24 are disposed in the recessed grooves of the horizontal plate body 40, and the ribs #220 of the upper reinforcing bar layer are placed in the recessed portion 462 of the leg 46 of the u-shaped branch. In step VIII, the solid lightweight block is placed in the lattice formed by the ribs in the steel mesh structure 2. The vertical shank 44 of the multi-functional fulcrum device 4 is bent at step 八 5 ' to stalk the rib 220 of the upper reinforced layer 22. Finally, grouting is carried out in step A6. "Monthly Referring to Figures 1A and 1B, which show the first embodiment of the second floor slab structure of the present invention using a new coupling steel deck. As shown in the figure, the empty floor structure of the towel includes 1364478
• 一新穎鋼承板1以及由鋼筋網結構2與複數個實心輕量塊體30所 組成之點焊鋼筋網結構。 於上述之點焊鋼筋網結構中，該鋼筋網結構2包括一上鋼筋 層22與一下鋼筋層24 ’其中該上鋼筋層22係包括複數條垂直交 錯之肋筋220以及複數條相互平行之壓筋222，該下鋼筋層24則 包括複數條垂直交錯之肋筋240以及複數條相互平行之座筋 242，且該肋筋與肋筋、肋筋與屋筋以及肋筋與座筋相交處皆，以點 • 焊而加以互相固定。 ' * _|一1··—— 置於該上、下鋼筋層22、24間之實心輕量塊體於頂部係設有 至少一個供容納該上鋼筋層22壓筋222之容置部，於底部則設有 至少一個供容納該下鋼筋層24座筋242之容置部，且於該容置部 沿鋼筋走向之至少一旁側設有一凹陷處。於本實施例中，該實心 輕量塊體30係為鼓形，其於頂部設有一容置部3〇2，於底部則設 有兩個容置部302。 • 此外，於本實施例中，該點焊鋼筋網結構亦包括有複數個連 接件5，供將上、下鋼筋層22、24穩固地相互連接；其中該連接 件5包括一中央桿體52以及兩鈎端％，該兩鈎端％則係分別供 釣合於上、下鋼筋層22、24之肋筋220、240。 如第11圖所示，本發明亦揭露建築上述中空樓板結構之施工 方法，包括以下步驟： .步驟B1 :架設一支撐裝置’並於其上鋪設新穎鋼承板； 步驟B2:將複數個多功能支撐裝置4之架設於新颖鋼承板^上; 步驟B3 .將經裝完成之裝承有實心輕量塊體3〇之鋼筋網結構2 11 丄允4478 架設於新穎鋼承板1上； 步驟m:好舰支魏置*之鼓雜μ料，使其釣合 於上鋼筋層22之肋筋220 ;以及 步驟B5 :灌楽;。' 人上述步驟B3係先將鋼筋網結構2與實心輕量塊體相結 合奋其中藉由上鋼筋層22之壓筋222以及下鋼筋層24之座筋Μ〕 將只〜-I塊體3G夾合於上、下編層22、24 Μ，並經由將肋 連結件5之鈎端52分別鈎合住上、下鋼筋層22'24之肋筋22〇、 ⑽’使得鋼筋網結構2與夾合於其内之實心輕量塊體3()形成固 定之點焊鋼筋網結構。此外，上鋼筋層22之肋筋細係置於多功 此支撐裝置4中u型支撐腳46頂端之凹陷部462,而下鋼筋層24 之肋筋240貝惜架設於多功能支標裝置之水平板體*頂端之凹溝 402。 / 請參閲第2A與2B圖’其係顯示本發明之使用新賴鋼承板之 中空樓板結構之第二實施例。如圖所示，第二實施例與前述第一 實施例之差別僅在於所制之實心輕量塊體32麵球形，且其於 頂部設有-容置部322，供容置上鋼筋層22之壓筋222 ;於底部 則設有兩個容置部322，供容置下鋼筋層24之座筋242。上述容 置部322係為-凸起，其包括-凸起的周緣以及一中央凹槽，且 於該周緣相對之兩侧上分別设有-凹陷供容置麼筋或座筋222、 242 0 1364478• A novel steel deck 1 and a spot welded mesh structure consisting of a mesh structure 2 and a plurality of solid lightweight blocks 30. In the above-described spot welded steel mesh structure, the steel mesh structure 2 includes an upper reinforcing steel layer 22 and a lower reinforcing steel layer 24', wherein the upper reinforcing steel layer 22 includes a plurality of vertically staggered ribs 220 and a plurality of parallel pressures. a rib 222, the lower reinforced layer 24 includes a plurality of vertically staggered ribs 240 and a plurality of mutually parallel ribs 242, and the ribs and the ribs, the ribs and the tendons, and the ribs and the ribs intersect each other , fixed by points and welding. '* _|一一··—— The solid lightweight block placed between the upper and lower reinforcing bars 22, 24 is provided at the top with at least one receiving portion for accommodating the upper reinforcing bar 22 pressing rib 222, At the bottom, at least one accommodating portion for accommodating the rib 242 of the lower reinforcing layer 24 is disposed, and a recess is provided at at least one side of the accommodating portion along the direction of the reinforcing bar. In the present embodiment, the solid lightweight block 30 is in the shape of a drum having a receiving portion 3〇2 at the top and two receiving portions 302 at the bottom. In addition, in the present embodiment, the spot welded steel mesh structure also includes a plurality of connecting members 5 for firmly connecting the upper and lower reinforcing steel layers 22, 24 to each other; wherein the connecting member 5 includes a central rod 52. And two hook ends%, the two hook ends% are respectively used for fishing and ribs 220, 240 of the upper and lower reinforcing bars 22, 24. As shown in Fig. 11, the present invention also discloses a construction method for constructing the above hollow floor slab structure, comprising the following steps: Step B1: erecting a supporting device 'and laying a novel steel slab thereon; Step B2: multiple plural The functional support device 4 is erected on the novel steel support plate; Step B3. The reinforced mesh structure 2 11 丄 4 4478 erected with the solid lightweight block 3 丄 is installed on the novel steel support plate 1; Step m: a good ship supporting the set of materials, so that it is caught in the ribs 220 of the upper reinforcing layer 22; and step B5: filling; The above step B3 is to combine the steel mesh structure 2 with the solid lightweight block. The ribs 222 of the upper reinforcing layer 22 and the ribs of the lower reinforcing layer 24 will only be ~-I block 3G. The upper and lower braid layers 22, 24 夹 are clamped, and the rib ribs 22 〇, (10)' of the upper and lower reinforced steel layers 22'24 are respectively hooked by the hook ends 52 of the rib joint members 5, so that the reinforced mesh structure 2 and The solid lightweight block 3() sandwiched therein forms a fixed spot welded mesh structure. In addition, the rib layer of the upper reinforcing layer 22 is placed in the recessed portion 462 of the top end of the u-shaped supporting leg 46 in the supporting device 4, and the rib 240 of the lower reinforcing layer 24 is erected on the multifunctional supporting device. The groove 402 of the top of the horizontal plate body*. / Please refer to Figures 2A and 2B' for a second embodiment of the hollow floor structure of the present invention using a new Lai steel deck. As shown in the figure, the second embodiment differs from the first embodiment described above only in that the solid lightweight block 32 is spherical in shape, and is provided with a receiving portion 322 at the top for receiving the reinforcing layer 22 The ribs 222 are provided at the bottom with two accommodating portions 322 for accommodating the ribs 242 of the reinforced steel layer 24. The accommodating portion 322 is a protrusion, which includes a circumference of the protrusion and a central groove, and is provided with a recess on the opposite sides of the circumference for receiving the rib or the rib 222, 242 0 1364478
1 __示本發明之使騎穎鋼承板之中空樓板 、’Γ 實施例。如圖所示，第三實施例與前述第-實施例之 賴僅在於所使用之實心輕量塊體34係為方形，其於卿設有一 容置部342 ’於底部則設有四個容置部如，其中底部之四個容置 =42係平均設置於該實心輕量塊體34底部之四個角落，供分別 、下鋼筋層22、24之壓筋從以及座筋242。此外，上述 容置部342係為-凸起，包括—凸起之周緣以及一中央凹槽。 —綱㈣A她，猶顯示她顧穎赚 T之:空樓板結構之第四實施例。如圖所示，該中空樓板結構係 已括-新穎鋼承板丨、鋼筋網結構2、固絲體6以及固定於其上 之複數個實心輕量塊體3〇,、32,、34,、％。 上述鋼筋網結構2係包括有一上鋼筋層22與一下鋼筋層^ , 且該上、下鋼筋層22、24係分別包括複數條垂直交錯之肋筋220、 240。而於本實關中，上_定爐6健T字型，並包括有一 壓條60以及複數個與該壓條6()鼓相連結之固定條。其中該 蚊條，躲-端設有_連結部似，供與一固定件&相連結， 藉以將實心輕量塊體固定於其上。 如第5A圖所示’結合於上述固定架體6之實心輕量塊體3〇，、 36係呈鼓形。其中實心輕量塊體％，係於中央設有—穿透孔道，供 該固定架體6之固定條62穿過，然後於穿出處以_狀件64(於 此為-螺帽)旋鎖於該固定條62上所設之連結部(於其上設有螺 13 1364478 紋)。其找m紐62細_做，θ柯崎來自樓板上方經 由該固定架體6所傳來之噪音。 匕卜另妓形實心輕量塊體36則係設計為具有上段孔道 360與下#又孔道362，其中下段孔道362直徑係大於上段孔道細 直者田上述Τ形固定架體6之固定條62穿出上段孔道猶後， 將固定件64旋鎖於固定條62之連結部，隨後再將一實心輕量填 鬼364卡。於下段孔道362内。因此，即便上述固定架體6之固 緣62—係輕暴所製成(例如鐵) '勒 方之噪音，而確保隔音效能。 第圖中之只Ά置塊體32,、34,係分別呈圓形以及方形， 其亦係藉由固定條泣而固定於固定架體6上，而埋設於鋼筋網結 構2内。 、如第12騎^本發明亦揭鍵築上述中空樓板結構之施工 方法’包括以下步驟： ^驟C1 :架設—支撐妓，並於其上鋪設新穎鋼承板； :驟C2 :將複數個多功能支撲裝置4架設於新穎鋼承板i上； 步驟C3 :將鋼筋網結構2架設於新顆鋼承板！上； 步驟C4 ^固定架體6連同固定於其上之實心輕量塊體置入鋼 助網結構2内； 步驟⑽：將固定架體6之壓條62與上鋼筋層22之肋細 綁紮固定； 步驟C5:將多功能支撐穿 ......... 又保裝置4之垂直桿體44彎折，使其釣合 13644781 __ shows the hollow floor slab of the invention of the yawning steel plate, 'Γ embodiment. As shown in the figure, the third embodiment and the foregoing first embodiment are based on the fact that the solid lightweight block 34 used is a square shape, and the upper portion is provided with a receiving portion 342' at the bottom. For example, the four accommodations at the bottom=42 are evenly disposed at four corners of the bottom of the solid lightweight block 34 for the ribs of the respective lower and lower reinforcing bars 22, 24 and the ribs 242. In addition, the accommodating portion 342 is a protrusion, including a periphery of the protrusion and a central groove. - Outline (4) A, she still shows her Gu Ying earning T: The fourth embodiment of the empty floor structure. As shown in the figure, the hollow floor slab structure includes a novel steel slab slab, a reinforced mesh structure 2, a fixed wire body 6 and a plurality of solid lightweight blocks 3, 32, 34 fixed thereto. %. The above-mentioned reinforcing mesh structure 2 includes an upper reinforcing steel layer 22 and a lower reinforcing steel layer ^, and the upper and lower reinforcing steel layers 22, 24 respectively include a plurality of vertically staggered ribs 220, 240. In the present embodiment, the upper furnace 6 has a T-shape and includes a bead 60 and a plurality of fixing strips coupled to the bead 6 () drum. The mosquito strip is provided with a _ joint portion for attachment to a fixing member, thereby fixing a solid lightweight block thereto. As shown in Fig. 5A, the solid lightweight block 3〇 combined with the fixed frame body 6 has a drum shape. Wherein the solid lightweight block % is provided at the center - a through hole for the fixing strip 62 of the fixing frame body 6 to pass through, and then twisted at the through-out portion with a _-shaped member 64 (here, a nut) A connecting portion provided on the fixing strip 62 (on which a screw 13 1364478 is provided). It finds the m-key 62 fine _ do, θ Keqi from the noise transmitted from the fixed frame body 6 above the floor. The other form of the solid lightweight block 36 is designed to have an upper channel 360 and a lower channel 362, wherein the lower channel 362 has a diameter larger than the upper channel and the fixed strip 62 of the above-mentioned dome-shaped fixing frame 6 After the upper section of the hole is worn, the fixing member 64 is screwed to the joint portion of the fixing strip 62, and then a solid light weight 364 card is filled. In the lower section 362. Therefore, even if the flange 62 of the above-mentioned fixing frame body 6 is made of a violent noise (e.g., iron), the sound insulation performance is ensured. In the figure, only the blocks 32, 34 are circular and square, respectively, which are also fixed to the fixed frame 6 by the fixing strips and embedded in the reinforcing mesh structure 2. For example, the 12th rider of the present invention also discloses the construction method of the above-mentioned hollow floor slab structure' including the following steps: ^C1: erecting-supporting rafts, and laying new steel slabs thereon; :C2: multiple The multifunctional baffle device 4 is erected on the novel steel plate plate i; Step C3: The steel mesh structure 2 is erected on the new steel plate plate! Step C4 ^ The fixing frame 6 is placed in the steel mesh structure 2 together with the solid lightweight block fixed thereto; Step (10): the ribs 62 of the fixing frame 6 and the ribs of the upper reinforcing layer 22 are tightly bound and fixed. Step C5: Wear the multi-functional support......... and ensure that the vertical rod 44 of the device 4 is bent to make it fit 1364478
• 於上鋼筋層22之肋筋220 ;以及 . 步驟C6:灌漿。 其中，於上述步驟C3，係將鋼筋網結構2架設於新穎鋼承板 1上。首先，將下鋼筋層24之肋筋240置於新穎鋼承板1上。其 中與水平板體40上凹溝402呈平行走向之肋筋係置於該凹溝402 上’呈垂直走向之肋筋則與置於凹溝402内之肋筋相綁紮固定而 • 置於新穎鋼承板1相鄰隆起部1〇間之凹陷空間内。隨後，再將上 鋼I層…2-2-之肋12-20支撐於—多·功能支撐裝_置.„4^^其_伞_像將與u 型支撐腳46垂直之肋筋置於凹陷部462内，而與其平行之肋筋則 壓置於凹陷部462内之肋筋上。藉此，即可完成將鋼筋網結構2 '架設之動作。 請參閱第6A與6B圖，其係顯示本發明之使用新穎鋼承板之 +空樓板結構之第五實施例。如圖所示，該中空樓板結構係包括 ,一新穎鋼承板1、鋼筋網結構2、固定架體7以及固定於其上之複 數個實心輕量塊體30’。 上述鋼筋網結構2係包括有-上鋼筋層22與一下鋼筋層24, 且該上、下鋼筋層22、24係分別包括複數條垂直交錯之肋筋22〇、 240。於本實關中，上朗定_ 7係包括兩條互相平行之連結 鋼筋70、複數個承接座72以及至少一個固定件％。其中，每一 承接座72係包括-組U型支撐臂720以及一跨接該組u型支撐 臂22底部之連接件瓜。每- U型支撐臂a之兩端接係設有: 釣部，分別供與兩條連結鋼筋70相鈎合。當將該釣部釣合於連结 15 鋼筋7〇後’再縣鈎部與兩條連結鋪％接概焊接成一體。 藉此，該U型支撐臂72〇可更穩固地結合於連結鋼筋7〇之上。而 該連接件722亦係以焊接方式跨接於一組u型支擇臂72〇底部間。 此外’上述固定件74之兩端係設為鈎狀，當將實心輕量塊體 3〇’置入承接座70内後，再將該固定件74之兩個鈎狀端分別釣合 於連結鋼筋70上，藉由將兩條連結鋼筋7〇拉攏，可更穩固地將 實心輕量塊體30’承載於承接座72内。 —_麵露建築上述史空樓板結構碰 方法’包括以下步驟： 步驟m :架設—支财置，並於其上鋪設_鋼承板1 ; 乂驟1)2 .將複數個彡功成支撐裝置4架設於新顆鋼承板1上； 步驟D3 :將娜網結構2架設於卿、鋼承板}上； 步驟D4:將固定架體7連同裝載於其内之實心輕量塊體％，置 入鋼筋網結構2内； 步驟D40 ·將固定架體7與上鋼筋層22之肋筋22〇鄉紫固定； 步驟D5 :將多功能支撐裝置4之垂直桿體料彎折，使其釣合 於上鋼筋層22之肋筋220 ;以及 步驟D6 :灌漿。 綜上所述’依上文所揭示之内容，本發明確可達到發明之預 期目的，提供—種使蘭穎鋼承板之_空樓板結構及其施工方 法，藉由賦予鋼承板-新穎結構，使其得以適用於中空樓板建築， 並進而獲致兩者優勢之加乘1極具產f糊之價值，爰依法提 16 1364478 出專利申請。 又上述說賴圖式僅是用以_本發明之實闕，凡孰於此 業技藝之人士’财鱗效的局部·與修飾，其並未脫離本發 明之技術與精神。 【圖式簡單說明】 第1A圖係為本發明之使騎穎鋼承板之中空樓板結構之第一實 施例之剖面圖。 '實― 第世圖-係射發明之使賴穎鋼承板之峰 施例之俯視圖。 第二實 第2A圖係為本發明之使用新穎鋼承板之巾纟 施例之剖面圖。 之第二實 第2B圖係為本發明之使用新穎鋼承板之♦空樓板钟構 施例之俯視圖。 施例之剖面圖。 第3A圖係為本發明之使騎穎鋼承板之中空樓板結構之第三實 第三實 第3B圖係為本發明之使用新穎鋼承板之中空樓板# 施例之俯視圖。 第4圖係為本發明之使用新穎鋼承板之中空樓 ★ 工、”。構之第四實 例之立體外觀分解圖。 第5A圖係為本發明之使用新穎鋼承板之中空樓 - 、'、°攝之第四膏 施例之一剖面圖。 17 丄 第5Β圖係為本發明之使用新著員鋼承板之中 施例之另一剖面圖。 二、、’。冓之第四實 第6Α圖係為本發明之使用新穎鋼承板之中空樓板 施例之立體外觀分解圖。 、。冓之第五實 第6Β圖係為本發明之使用新賴 施例之剖面®。 狀I樓板結構之第五實 -二圖揭狄μ魏轉駐方法中使用支撐 才干支撐新款鋼承板之示意-圖.。一_______ 第8圖編她撕輪樣情㈣ 支_支撐鋼承板之剖面示意圖。 第9圖係顯示本㈣所揭岐㈣雜、纟_狂方时使用工形 支撐樑支撐鋼承板之俯視圖。 ^10圖係為本發明之Μ樓板結構施卫方法之-流程圖。 U圖係為本發明之_空樓板結構施工方法之另一流程圖。 2圖係為本發明之中空樓板結構施工方法之另—流程圖。 3圖係為本發明之以樓板結構施工方法之另—流程圖。 f主要元件符號說明】 連接件5 中央捍體50 鈎端52 ... 固定架體6、7 新穎铜承板i 隱起部10 姆V字型凸起ί〇2 縱溝104 18 1364478 鋼筋網結構2 上鋼筋層22 肋筋 220、240 壓筋222 下鋼筋層24 座筋242 實心輕量塊體30、32、34、30’ ------32 56 — ---------------- 上段孔道360 下段孔道362 實心輕量填塊364 容置部 302、322、342 多功能支撐裝置4 水平板體40 * 凹溝402 延伸部42 垂直桿體44 螺紋部442 U型支撐腳46 凹陷部462 螺栓48 壓條60 固定條62 連結部622 固定件64 連結鋼筋70 承接座72 U型支撐臂720 連結件722 固定件74 支撐桿80 支撐部802 桿體804 螺紋8040 工形支撐樑82 支撐座84 底座840 可調整部842 輕量條體86 鋼骨主樑9 19 1364478 步驟A1 H諸裝置，錄其上鋪設新顆鋼承板 步驟A2 :將複數個多功能支撐裝置架設於新賴鋼承板上 步驟A3 :將鋼筋網結構架設於新穎鋼承板上； 步驟A4 :將實心、輕量触置确筋網結構内； 步驟A5將^力破撐裝置之垂直桿體彎折，使細合於上鋼 之肋姑 步驟A6 :灌漿 步驟B1 .架>〇l支撐裝置，並於其上鋪設新穎鋼承板 舊B2-rm^w撐裝购設咖^^—— 步驟B3^m凡成之裝承有實心輕量塊體之鋼筋網结構架設於新 顆鋼承板上 步驟m此支撐裝置之垂直桿體彎折，使其鈎合於上鋼 之肋助 步驟B5:灌漿 步驟C1 . .X支撐|置’胁其上鋪設卿、鋼承板 步驟C2 :將複數個多功能支撐裝置架設於新穎鋼承板上 步驟C3 :將鋼筋網結構架設於新賴鋼承板上 步驟C4:f蚊架體連刚找其上之實心輕量塊體置人鋼筋網結 汗再ΙΛ1 步驟C40 .將固疋架體之壓條與上鋼筋層之肋筋鄉紫固定 步驟c5.m能域錢之垂雜體彎折，使其齡於上鋼筋層 步驟C6 :灌漿 步驟D1 :架設—支撐U，並於其上鋪設新穎鋼承板 步驟D2 ··將複數_舰支縣聽設賴穎鋼承板上 20 136,4478 步驟D3 :將鋼筋網結構架設於新穎鋼承板上 步驟D4:將固定架體連同裝載於其内之實心輕量塊體置入鋼筋網結 構内 步驟D40 :將固定架體與上鋼筋層之肋筋綁紮固定 步驟D5 :將多功能支撐裝置之垂直桿體彎折，使其鈎合於上鋼筋層 之肋筋 步驟D6 :灌漿• Ribs 220 on the upper rebar layer 22; and . Step C6: Grouting. Wherein, in the above step C3, the steel mesh structure 2 is placed on the novel steel support plate 1. First, the ribs 240 of the lower reinforcing layer 24 are placed on the novel steel carrier 1. The ribs which are parallel to the groove 402 on the horizontal plate body 40 are placed on the groove 402. The ribs which are perpendicular to the rib are tied with the ribs placed in the groove 402 and are placed in a novel manner. The steel carrier plate 1 is in the recessed space between the adjacent ridges 1 . Subsequently, the upper steel I layer ... 2-2- rib 12-20 is supported on the multi-functional support device _ set. „4^^ _ umbrella _ image will be placed perpendicular to the u-shaped support leg 46 In the recessed portion 462, the ribs parallel thereto are pressed against the ribs in the recessed portion 462. Thereby, the action of erecting the reinforcing mesh structure 2' can be completed. Referring to Figures 6A and 6B, A fifth embodiment of a + empty floor slab structure using a novel steel slab of the present invention is shown. As shown, the hollow slab structure includes a novel steel slab 1, a reinforced mesh structure 2, a fixed frame body 7, and a plurality of solid lightweight blocks 30' fixed thereto. The above-mentioned reinforcing mesh structure 2 includes a top-up reinforcing layer 22 and a lower reinforcing layer 24, and the upper and lower reinforcing layers 22, 24 respectively comprise a plurality of vertical layers The staggered ribs 22〇, 240. In the present practice, the upper Langding _ 7 series includes two mutually parallel connecting reinforcing bars 70, a plurality of receiving seats 72 and at least one fixing member %. Among them, each receiving seat 72 is The utility model comprises a set of U-shaped support arms 720 and a connecting piece spanning the bottom of the set of u-shaped support arms 22. Each of the ends of each U-shaped support arm a The system has: a fishing part, which is respectively hooked with two connecting reinforcing bars 70. When the fishing part is caught in a joint of 15 steel bars, the re-hook hook portion and the two connecting shops are welded together. Thereby, the U-shaped support arm 72A can be more firmly coupled to the connecting reinforcing bar 7〇, and the connecting member 722 is also weldedly connected between the bottoms of a set of U-shaped supporting arms 72. 'The two ends of the fixing member 74 are hook-shaped. When the solid lightweight block 3〇' is placed in the receiving seat 70, the two hook ends of the fixing member 74 are respectively caught in the connecting bar. At 70, by pulling the two connecting bars 7〇, the solid lightweight block 30' can be more stably carried in the receiving seat 72. The method of the above-mentioned slab floor structure structure includes the following steps: Step m: erecting - supporting the wealth, and laying _ steel plate 1 on it; step 1) 2. Locating a plurality of ramming support devices 4 on the new steel plate 1; Step D3: Na The net structure 2 is erected on the steel and steel plate}; Step D4: the fixed frame body 7 together with the solid lightweight block body loaded therein is placed in the steel mesh structure 2 Step D40 · Fixing the fixing frame 7 and the ribs 22 of the upper reinforcing layer 22 to the purple color; Step D5: bending the vertical rod body of the multifunctional supporting device 4 to make it fit the upper reinforcing layer 22 Ribs 220; and step D6: grouting. In summary, the present invention can achieve the intended purpose of the invention, providing a kind of slab structure for the Lanying steel plate and its The construction method, by giving the steel plate-new structure, makes it suitable for hollow slab construction, and then gains the value of the two advantages, and the value of the product is stipulated, and the patent application is filed according to law. The above description is only for the purpose of the present invention, and the details and modifications of the financial performance of those skilled in the art do not depart from the technology and spirit of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1A is a cross-sectional view showing a first embodiment of a hollow floor structure of a riding steel plate according to the present invention. 'Actuality' - The world's map - the top view of the example of the Lai Yinggang board. Second Embodiment Fig. 2A is a cross-sectional view showing the embodiment of the present invention using a novel steel carrier. The second actual Fig. 2B is a plan view of the slab slab structure of the present invention using the novel steel slab. A cross-sectional view of the example. Fig. 3A is a third embodiment of the hollow floor structure of the ridden steel plate of the present invention. Fig. 3B is a plan view of the hollow floor slab of the present invention using the novel steel slab. Figure 4 is a perspective view of a hollow building of a novel steel slab of the present invention using a novel steel slab. Fig. 5A is a hollow building of the present invention using a novel steel slab - ', a photo of one of the fourth paste examples. 17 丄5Β is another cross-sectional view of the application of the new steel plate in the invention. Second, '. The fourth embodiment of the present invention is a three-dimensional appearance exploded view of the hollow floor slab of the present invention using the novel steel slab. The fifth embodiment of the sputum is the section of the invention using the new slab. The fifth real-two figure of the I-floor structure reveals the indication of using the support talent to support the new steel plate in the D-Wei transfer method. Figure _______ Figure 8 Editing her tearing wheel (4) Support_support steel Schematic diagram of the section of the slab. Fig. 9 shows the top view of the steel slab supported by the supporting support beam when the (4) 杂 狂 狂 狂 狂 。 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ - Flowchart. U diagram is another flow chart of the construction method of the empty floor structure of the present invention. The flow chart of the construction method of the hollow floor structure of Ming Dynasty. The figure is the flow chart of the construction method of the floor structure of the invention. f The main component symbol description] the connecting piece 5 the central body 50 the hook end 52 ... fixed Frame 6, 7 novel copper plate i hidden portion 10 m V-shaped protrusion 〇 2 longitudinal groove 104 18 1364478 steel mesh structure 2 upper steel layer 22 rib 220, 240 rib 222 lower steel layer 24 rib 242 Solid lightweight block 30, 32, 34, 30' ------32 56 — ---------------- Upper section tunnel 360 lower section 362 Solid lightweight block 364 accommodating portion 302, 322, 342 multi-functional supporting device 4 horizontal plate body 40 * groove 402 extending portion 42 vertical rod body 44 thread portion 442 U-shaped supporting leg 46 recessed portion 462 bolt 48 bead 60 fixing strip 62 connecting portion 622 Fixing member 64 Connecting steel bar 70 Bearing seat 72 U-shaped support arm 720 Linking member 722 Fixing member 74 Support rod 80 Supporting portion 802 Rod body 804 Thread 8040 Work support beam 82 Support seat 84 Base 840 Adjustable portion 842 Lightweight strip 86 Steel main beam 9 19 1364478 Step A1 H devices, recording new steel plate on it Step A2: Multiple multi-functional support The racking is set on the new Laigang plate. Step A3: The steel mesh structure is erected on the novel steel bearing plate; Step A4: The solid and lightweight contact is placed inside the reinforced mesh structure; Step A5 will force the vertical of the supporting device The rod body is bent to make the ribs of the upper steel step A6: grouting step B1. frame> 〇l support device, and the new steel plate on the old B2-rm^w support installation coffee ^ ^—— Step B3^m Where the steel mesh structure of the solid lightweight block is mounted on the new steel plate, the vertical rod of the supporting device is bent to make it hooked to the steel Rib assist step B5: grouting step C1 . .X support|set 'thrusting on the laying of the steel, steel plate step C2: erecting a plurality of multi-functional support devices on the novel steel support plate Step C3: erecting the steel mesh structure Steps C4:f of the new Lai steel plate on the body of the mosquito net, just look for the solid lightweight block placed on the steel mesh and then sweat. 1 Step C40. The bead of the solid frame and the upper layer of the reinforcement The purple fixing step c5.m can bend the body of the waste material to make it ageing on the upper reinforcing layer step C6: grouting step D1: erecting-supporting U, and Laying the new steel plate step D2 ········································································································· The solid lightweight block is placed in the steel mesh structure. Step D40: Binding the fixing frame body to the ribs of the upper reinforcing layer step D5: Bending the vertical rod body of the multifunctional supporting device to hook it on Rib of reinforced layer step D6: grouting
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