五、新型說明： 【新型所屬之技術領域】 本創作係關於—種中空樓板結構；具體而言，本創作係關 於一種可隔音之新型中空樓板結構。 【先前技4标】 A寓住毛中’樓上住戶的跳躍動作，蔚房鋼鐘碗盤的掉落， 桌椅的搬動，都會成為樓下住戶的噪音，干擾到樓下住戶的安 寧性’甚至半夜的洗澡沖水聲都會吵轉下住戶，這些聲音通 稱為樓板衝擊音。-般而言是透過樓板的振動傳達到樓下的空 間’無法使用一般針對空氣傳音的隔音或吸音措施，必須使用 降低樓板衝擊音的技術，而這些技術都必須施作在上 音發生源)才會有效。 樓板衝擊音的音源又可以分為重量衝擊源及輕量衝擊源， 人員的跳動(如成人在做體操的跳躍動作），小孩子跑來跑去的 動作，這一類音源稱為重量衝擊源。 物品掉落(如廚房鋼、鐘）’桌椅的搬動’穿高跟轻走動，麻 將的洗牌動作，這一類音源稱為輕量衝擊源。 近年國内流行推出高性能住宅，以與傳統鋼筋混凝土傳導 係數高’隔音度差，常受樓上或财之聲音干_建築物區 別’因此_樓板衝擊音之性能也成為主要研究的方向。 此外，傳統樓板之導熱、蓄熱值大，故隔熱、抗裳效果差。 需再另外設置隔歸，否舰源_大。由於傳統樓板所需要 的水泥較多，因此造成跨距小，小樑多以及室内空間變小等缺 點 而 【新型内容】 4本創作之目的在於提供—種新财空樓板結構，能藉由 設置於上、下部鋼筋姻夕鬥从士 ^ ^ 的中空補件，而錢近樓板的振 動不易傳導至其他室内郎，触達成隔音的功能。 >本創作之另目的在於提供—麵型巾空樓板結構，能莽 由設置於上、下部鋼筋網之間的中空輕質件，而減少樓板的^ 熱係數，故能達成進-步隔熱的目的。 本創作之新對輯板結構包含下糊筋網、巾空輕質 j赴部鋼筋網。下部鋼筋網包含複數支同—水平面之縱向鋼 助及複數支同水平面之撗向鋼筋，該等縱向鋼筋與該等橫向 鋼筋互相交錯。中空輕質件則設置於下部鋼筋網上，中空輕質 件底面，含黏附面，黏附面黏附於下部鋼筋網，因而使中空輕 質件固疋。而上部鋼筋網與下部鋼筋網同樣地包含複數支同一 水平面之縱向鋼筋及複數支同一水平面之横向鋼筋。此外，下 部鋼筋網與上部鋼筋網相對應設置。換言之，上部鋼筋網之該 _向鋼筋相對應於下部鋼筋網之該等縱向鋼筋設置。下部鋼 :網與上部鋼筋網的鋼筋排列相似’上部鋼筋網之該等縱向鋼 助與該等橫向鋼筋互相交錯並與下部鋼筋網的交錯設置相對 應。由於下部鋼筋網與上部鋼筋網相對應設置，是故中空輕質 件主要設置於下躺細與上侧筋網之間。 M384215 【實施方式】V. New description: 【New technology field】 This creation is about a hollow floor structure; specifically, this creation is about a new hollow floor structure that can be soundproofed. [Previous skill 4 standard] A accommodation in Mao's jumping action of the upstairs residents, the drop of the Weifang steel bell bowl, the movement of the tables and chairs, will become the noise of the residents downstairs, disturbing the tranquility of the residents downstairs. Sexually, even in the middle of the night, the sound of bathing and rushing will make a noise to the tenants. These sounds are commonly known as floor impact sounds. - Generally speaking, it is transmitted to the space downstairs through the vibration of the floor. 'The sound insulation or sound absorbing measures that are generally used for air sound transmission cannot be used. The technology for reducing the impact sound of the floor must be used. These technologies must be applied to the source of the upper sound. ) will be effective. The sound source of the floor impact sound can be divided into a weight impact source and a lightweight impact source, a person's beating (such as an adult's jumping action in gymnastics), and a child running around. This type of sound source is called a weight impact source. Items are dropped (such as kitchen steel, clock), the movement of tables and chairs, high-heeled light walking, mahjong shuffling action, this type of sound source is called a lightweight impact source. In recent years, high-performance residential houses have been popularized in China, which has a high transmission coefficient with traditional reinforced concrete. The sound insulation is poor, and it is often affected by the sound of upstairs or financial sounds. _ Buildings are also the main research direction. In addition, the heat conductivity and heat storage value of the traditional floor slabs are large, so the heat insulation and the anti-skid effect are poor. Need to set up another gap, no ship source _ big. Due to the large amount of cement required for traditional slabs, it has the disadvantages of small span, small girders and small indoor space. [New content] 4 The purpose of this creation is to provide a new financial floor structure that can be set up. The upper and lower rebars are filled with hollow fittings from the ^ ^ ^, while the vibration of the Qian Jin floor is not easily transmitted to other indoor Langs, and the sound insulation function is achieved. > Another purpose of this creation is to provide a surface-type hollow floor structure that can reduce the thermal coefficient of the floor by hollow hollow parts placed between the upper and lower reinforcing meshes, so that a step-by-step can be achieved. The purpose of heat. The new matching board structure of this creation includes the bottom of the gluten net, the empty space of the towel, and the steel mesh. The lower reinforcement mesh comprises a plurality of longitudinal steel supports in the horizontal plane and a plurality of transverse reinforcements in the same horizontal plane, and the longitudinal reinforcements are interlaced with the transverse reinforcements. The hollow lightweight parts are placed on the lower steel mesh, the bottom surface of the hollow light-weight parts, including the adhesive surface, and the adhesive surface adheres to the lower steel mesh, thereby making the hollow lightweight parts solid. The upper reinforcing mesh and the lower reinforcing mesh similarly comprise a plurality of longitudinal reinforcing bars of the same horizontal plane and a plurality of transverse reinforcing bars of the same horizontal plane. In addition, the lower reinforcement mesh is set corresponding to the upper reinforcement mesh. In other words, the _ the reinforcing bars of the upper reinforcing mesh are arranged corresponding to the longitudinal reinforcing bars of the lower reinforcing mesh. The lower steel: the mesh is aligned with the reinforcement of the upper reinforcement mesh. The longitudinal steel of the upper reinforcement mesh is intertwined with the transverse reinforcement and corresponds to the staggered arrangement of the lower reinforcement. Since the lower reinforcing mesh is arranged corresponding to the upper reinforcing mesh, the hollow lightweight component is mainly disposed between the lower lying thin and the upper reinforcing mesh. M384215 [Embodiment]
如圖1所示之實施例中’下部鋼筋網η與上部鋼筋網13 較佳具有一定距離X並相互平行設置，在此實施例中，距離X 為15〜30公分；然而在其它實施例中，亦可依據不同厚度之樓 層增加或減少距離X。例如在較厚的樓層或地下防空洞，距離 X亦可為50〜150公分或150〜1000公分。在此實施例中，本創 作另包含基板19，在基板19水平面上設置至少一墊塊18，墊 塊18使下部鋼筋網11可設置於基板19水平面上。換言之， 墊塊18的設置可使基板19水平面與下部鋼筋網η之間存有 疋空間。然而在其它實施例(圖未示）中，亦可以其他方式取 代墊塊18而使下部鋼筋網u設置於基板19水平面上，例如 以暫時吊掛下部鋼細11的方式，暫咖定下部鋼筋網U設 置於基板19水平面上，以及其他假固定方式。 如圖1之實施例所示，下部鋼筋 〇亡仅议又PJ—艰平 面之縱向鋼筋ill ’在此實施例中縱向鋼筋ln彼此平行，且In the embodiment shown in Fig. 1, the lower steel mesh η and the upper reinforcing mesh 13 preferably have a certain distance X and are arranged parallel to each other. In this embodiment, the distance X is 15 to 30 cm; however, in other embodiments It is also possible to increase or decrease the distance X according to floors of different thicknesses. For example, on a thick floor or underground air-raid shelter, the distance X can also be 50 to 150 cm or 150 to 1000 cm. In this embodiment, the present invention further includes a substrate 19 on which at least one spacer 18 is disposed on the horizontal surface of the substrate 19, and the spacer 18 allows the lower reinforcing mesh 11 to be disposed on the horizontal surface of the substrate 19. In other words, the spacer 18 is disposed such that there is a space between the horizontal surface of the substrate 19 and the lower reinforcing mesh η. However, in other embodiments (not shown), the spacer 18 may be replaced by other means to place the lower reinforcing mesh u on the horizontal surface of the substrate 19, for example, by temporarily hanging the lower steel 11 to temporarily lower the lower steel bar. The mesh U is disposed on the horizontal surface of the substrate 19, as well as other false fixing methods. As shown in the embodiment of Fig. 1, the lower reinforcing bars are only the same as the PJ-longitudinal longitudinal reinforcing bars ill'. In this embodiment, the longitudinal reinforcing bars ln are parallel to each other, and
縱向鋼筋U1之間的間隔為固定間距；然而在其它實施例中， 縱向鋼筋111亦可依據不_設計料，而調整縱向鋼筋⑴ 之間的距離。在此實施例中，縱向鋼筋m之間的距離約15〜30 公分，是故縱向_ m之_距離通常略小於距離x;然而 在其它實施例中(圖未示），縱向鋼筋m之_距離亦可依據 不同的設計需求而大於距離X。 如圖1所示之實施例中，下部鋼筋網11亦包含複數支同一 水平面之橫向_ 113。橫向鋪113彼此平行並位於同一水 平面，但由於圖i為側涵，是故無顿察顺蚊橫向 5 M384215 113的整體外觀。在此實施例中，縱向鋼筋ιη與橫向鋼筋ιΐ3 互相交錯而形成至少一第一容置處115。 如圖1所示之實施例中，本創作之新型中空樓板結構i包 含下部鋼筋網11、上部鋼筋網13以及_空輕質件15。中空輕 質件15係設置於基板19水平面上並於第一容置處115中。中 空輕質件15為不可充氣擴張的材料所構成。在此實施例中， 中空輕質件15材料為紙類(如厚紙板、牛皮紙板、瓦愣芯紙、 塗佈白紙板、灰紙板、銅版紙板、輕塗紙板、道林紙板、玻璃 紙板、包裝紙板、非碳複寫紙板、影印紙板、電腦報表紙板、 感熱記錄紙板、防油紙板、防銹紙板等），若在其它實施例中 中空輕質件15材質可選自聚乙稀(p〇lyethylene，PE)、聚丙烯 (Polypropylene，PP)、聚氯乙烯(Ροΐρί^ chl〇ride，pvc)、丙烯 睛丁 一 烤-本乙細共聚合物（Acrylonitrile-Butadene-Styrene， ABS)、壓克力(Acrylic Resin，PMMA)、泛用工程塑膠尼龍 (Polyamide，ΡΑ·6, PA-66, PA-46, PA-11，PA-12)、聚對苯二曱酸 乙酯（Polyethylenephthalate，PET)、聚對苯二甲酸丁酯 (Polybutylenephthalate，PBT)、聚縮醛（Polyacetal，Polyoxy Methylene, POM)、聚碳酸酯(Polycarbonate, PC)、特殊工程塑 膠聚苯硫醚(Polyphenylene Sulfide, PPS)、液晶(Liquid Crystal Polymer，LCP)、聚二醚酮(Polyether Ether Ketone，PEEK)、碳 樹脂（Polytetrafluorcethylene, PTFE)、聚氧苯曱酉旨 (Polyoxybenzylene, POB)、聚醚(Polyphenylene Sulfide, PES)、 聚諷(Polysulfone，PSF)、聚芳香酿（Polyarylate，U-Polymer， PAR)、聚醯亞胺(Polyetherimide, PEI)、聚蕴胺酿亞胺 6 M384215 (Myamideimide，PAI)及上述材料之化合物。由於中空輕質件 15材料如上述，是故本創作之中空輕質件15能減少樓板的導 熱係數，故能達成進-步隔熱功能，因而亦可增加抗寒效果並 減少水泥的使用量。 由於中空輕質件15係利用其底部所包含的黏附面151與基 板19水平面黏附而固定’此時中空輕質件15通常會穿透第一 容置處115並設置於第-容置處115 t，因此第一容置處ιΐ5 所圍繞的面積-般而言要大於中空輕質件15的截面積，以供 中空輕質件15順利設置於第—容置處115中。在此實施例中， 中空輕質件15内部為中空，較佳而言，内部的氣體與大氣成 分相同；然而在其它實施例中，中空輕質件15的内部空間， 亦可另以人工填充方式產生。在圖i所示之實施例中，中空輕 们牛15内部所包含的氣體最佳為不易起反應的惰性氣體如 氦；然而在其它實施例中，中空輕質件15亦可含有氖、氩、 ，、氣、氡以及其他氣體如氫、氮等氣體，由於此時氣體為 單氣體’是故較佳以人工填充方式產生。由於中空輕質件 15所包含之氣體如上述’是故本創作之衫輕料 地減少樓板衝擊音(包含來自重量衝擊源及輕量衝擊源）。 如圖1所示之實施例中，上部鋼筋網n &含複數 平面之縱向编⑶以及複數奸—水伟之橫向鋼筋⑶， 由於圖1為舰圖，是故無法觀察到複數支橫向鋼筋⑶的整 體外觀，但仍可發現縱向_ 131所職的平面與橫向鋼筋 133卿成的平面互相平行。在此實施例中，縱向鋼筋⑶盗 橫向鋼筋！33互相交錯_成至少一第二容置處135。如圖】 7 之實施例中所示，上部鋼筋網13與下部鋼筋網 置。此處所言之相對應設置係指上部鋼㈣13之^; 及橫向鋼筋133分別與下部鋼筋網„之縱向鋼 肋 Γ113財_件15實質設域朴續稱設置。= 第-谷置處135設置相對應於第一容置處μ。由 件15黏附於基板19水平面，因此少 季二貫 ^基板-水平面及下部鋼筋網u之二:，= 表面㈣輕質件15的體積係位於上下部鋼筋網之間，以^ >樓板的導熱係數並有效地減少樓板衝擊音。此外在其它實施 :二不上中’上部鋼筋網13與下部鋼筋網η的鋼筋排列： 式亦可因應不同設計方式而改變排列。 π 塊>;== 實1_示’新型中空樓板結構1灌聚後形成整 露新;中:樓降然而為了能更清楚揭 中=板結構1包含下部一上 15為長方柱狀㈣ 。在此實施例中，中空輕質件 容置A】 二幸里質件15,而中空輕質件15所穿透之第一 而在A它實，^目對應之第二容置處135之形狀為正方形；然 置處 如圖3所置處135之形狀亦可為長方形。 輕質件15所么、貫施例中，中空輕質件15亦可為圓筒狀中空 11之縱向圖3所示’上部鋼筋網13與下部鋼筋網 節鋼筋、壓痕2橫向鋼筋113、133之鋼筋係選自竹 九面鋼筋及上述鋼筋混合之鋼筋。因此， 在此實施例中’縱向鋼筋m、131及橫向鋼筋113 助可以相同或相異的鋼筋來搭配。在此實施例中，縱白鋼& 111、131及橫向鋼筋113、133相互交錯，其相互交錯的角二 約為90。 如圖4所不之其它實施例中，中空輕質件15亦可同時為 筒狀中空輕質件及長方柱狀中空輕質件混合的結構組成。然而 在此實施例中，下部鋼筋網n與上部鋼筋網13不必然必須3 成第-容置處115與第二容置處135。如圖4及圖5的實施: 所不，下部鋼筋網11與上部鋼筋網13與中空輕質件U大致 上的材料、構成方式、相對應的設置與之前實施例相同，是故 不在贅述，料述差異點如下。在此實闕巾，巾空輕=牛 15係設置於下部鋼筋網u與上部鋼筋網13之縱向鋼筋⑴、 131及橫向鋼筋113 ' 133的交錯處附近。因此，中空輕質件 b無法穿透下部鋼筋網u或上部鋼筋網13而設置於下、鋼 :網U或上部鋼筋網13之間。必須依次設置下部鋼筋網U , 將令空輕詩15糊其底部所包含之飾面i5i 二鋼筋網U上。換言之，中空輕將15在此實施例中係設 :::陶筋網11上。具體而言，中空輕質件15係黏附於下部 之橫向鋼細上;然而在其它實施例中，中空輕 亦可黏附於下部鋼筋網u之縱向鋼筋⑴上。如圖* 再將,Γ施丨种，待巾空姉件15設置於下部鋼筋網u後， 字上4麵筋網13設置於中空輕質件15 中， τ工权買仵〗5頂上。在此實施例 上方.助網13較佳係以假固定方式設置於中空輕質件15 ，…、、而在其它實補⑽未示)中，上部鋼筋網13亦可直 M384215 接架設於中空輕質件15頂面153。將本創作之新型中空樓板 結構1之下部鋼筋網11、上部鋼筋網13以及中空輕質件15 設置完畢後，最後灌漿而完成新型中空樓板10。 本創作已由上述相關實施例加以描述，然而上述實施例僅 為實施本創作之範例。必需指出的是，已揭露之實施例並未限 制本創作之範圍。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創作之範圍内。 【圖式簡單說明】 圖1所示為本創作新型中空樓板結構實施例之設置流程圖； 圖2所示為摘侧型巾球板結猶施例之示意圖； 圖3所示為本創作_中空樓板結構另一實施例之示意圖； 圖4所示為本創作新型中空樓板結構另一實施例之流程圖；以 及 圖5所示為補傭型㈣樓板結觀化實施例之示意圖。 【主要元件符號說明】 13上部鋼筋網 131縱向鋼筋 133橫向鋼筋 135第二容置處 15中空輕質件 151黏附面 1新型中空樓板結構 10新型中空樓板 11下部鋼筋網 111縱向鋼筋 113橫向鋼筋 115第一容置處 M384215 18墊塊 19基板The spacing between the longitudinal reinforcing bars U1 is a fixed spacing; however, in other embodiments, the longitudinal reinforcing bars 111 may also adjust the distance between the longitudinal reinforcing bars (1) depending on the design. In this embodiment, the distance between the longitudinal reinforcing bars m is about 15 to 30 cm, so that the distance _ m is usually slightly smaller than the distance x; however, in other embodiments (not shown), the longitudinal reinforcing bars m The distance can also be greater than the distance X depending on the design requirements. In the embodiment shown in Figure 1, the lower reinforcing mesh 11 also comprises a plurality of transverse _ 113 of the same horizontal plane. The horizontal pavings 113 are parallel to each other and are located at the same level, but since the figure i is a side culvert, the overall appearance of the lateral Ms. 5 M384215 113 is not observed. In this embodiment, the longitudinal reinforcement ιη and the transverse reinforcement ΐ3 are interdigitated to form at least one first accommodation 115. In the embodiment shown in Fig. 1, the novel hollow floor structure i of the present invention comprises a lower reinforcing mesh 11, an upper reinforcing mesh 13, and an empty lightweight member 15. The hollow lightweight member 15 is disposed on the horizontal surface of the substrate 19 and in the first receiving portion 115. The hollow lightweight member 15 is constructed of a non-inflatable material. In this embodiment, the hollow lightweight member 15 is made of paper (such as cardboard, kraft board, corrugated paper, coated white cardboard, gray cardboard, coated cardboard, light coated cardboard, Daolin cardboard, glass cardboard, Packaging paperboard, non-carbon carbonized cardboard, photocopying paperboard, computer report paperboard, thermal recording paperboard, oil-proof cardboard, rustproof cardboard, etc.), in other embodiments, the hollow lightweight material 15 may be selected from polyethylene (p) 〇lyethylene, PE), Polypropylene (PP), Polyvinyl Chloride (Ροΐρί^ chl〇ride, pvc), Acrylonitrile-Butadene-Styrene (ABS), Pressure Acrylic Resin (PMMA), general engineering plastic nylon (Polyamide, ΡΑ·6, PA-66, PA-46, PA-11, PA-12), polyethylphthalate (PET) ), polybutylene phthalate (PBT), polyacetal (Polyoxy Methylene, POM), polycarbonate (Polycarbonate, PC), special engineering plastic polyphenylene sulfide (PPS), Liquid Crystal Polymer (LCP), polydiether Ketone (Polyether Ether Ketone, PEEK), Polytetrafluorecethylene (PTFE), Polyoxybenzylene (POB), Polyphenylene Sulfide (PES), Polysulfone (PSF), Polyaromatic ( Polyarylate, U-Polymer, PAR), Polyetherimide (PEI), Polyamineimide 6 M384215 (Myamideimide, PAI) and compounds of the above materials. Since the material of the hollow lightweight member 15 is as described above, the hollow lightweight member 15 of the present invention can reduce the thermal conductivity of the floor, so that the thermal insulation function can be achieved, thereby increasing the cold resistance effect and reducing the amount of cement used. . Since the hollow lightweight member 15 is fixed by adhering the adhesion surface 151 included in the bottom portion to the horizontal plane of the substrate 19, the hollow lightweight member 15 generally penetrates the first receiving portion 115 and is disposed at the first receiving portion 115. Therefore, the area surrounded by the first accommodating portion ι ΐ 5 is generally larger than the sectional area of the hollow lightweight member 15 for the hollow lightweight member 15 to be smoothly disposed in the first accommodating portion 115. In this embodiment, the interior of the hollow lightweight member 15 is hollow. Preferably, the internal gas is the same as the atmospheric composition; however, in other embodiments, the internal space of the hollow lightweight member 15 may be manually filled. The way it is produced. In the embodiment shown in Figure i, the gas contained within the hollow light cow 15 is preferably an inert gas that is not reactive, such as helium; however, in other embodiments, the hollow lightweight member 15 may also contain helium or argon. Gases such as hydrogen, helium, and other gases such as hydrogen and nitrogen are preferably produced by artificial filling because the gas is a single gas at this time. Since the gas contained in the hollow lightweight member 15 is as described above, the shirt of the present invention is lightly reduced in the impact sound of the floor (including the source of the weight impact and the light impact source). In the embodiment shown in Fig. 1, the upper reinforcing mesh n & has a longitudinal plane (3) of a plurality of planes and a plurality of transverse reinforcing bars (3) of the squad-water weiwei. Since Figure 1 is a ship map, it is impossible to observe a plurality of transverse reinforcing bars. (3) The overall appearance, but it can still be found that the plane of the longitudinal _131 position is parallel to the plane of the transverse reinforcement 133. In this embodiment, the longitudinal reinforcement (3) steals the transverse reinforcement! 33 interlaced _ into at least one second accommodating place 135. As shown in the embodiment of Fig. 7, the upper reinforcing mesh 13 and the lower reinforcing mesh are placed. The corresponding setting here refers to the upper steel (four) 13; and the transverse steel 133 and the lower steel mesh „the longitudinal steel rib Γ 113 _ 件 实质 实质 实质 实质 实质 实质 实质 实质 实质 实质 实质 实质 = = = = = = = = = = = = Corresponding to the first accommodating portion μ. The member 15 adheres to the horizontal surface of the substrate 19, so the second-order two-substrate-level and the lower reinforced mesh u are two:, = the surface (four) of the lightweight member 15 is located in the upper and lower portions. Between the steel meshes, the thermal conductivity of the slabs and the floor slabs are effectively reduced. In addition, in other implementations: the upper reinforced mesh 13 and the lower reinforced mesh η are arranged in a steel bar: the design can also be adapted to different designs. π 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块 块It is a rectangular column shape (4). In this embodiment, the hollow lightweight member accommodates A] the second lucky material 15, while the hollow lightweight member 15 penetrates the first one, and in the A, it corresponds to the first The shape of the second receiving portion 135 is a square; the shape of the portion 135 as shown in FIG. 3 may also be long. In the embodiment, the hollow lightweight member 15 can also be the longitudinal direction of the cylindrical hollow 11 as shown in Fig. 3 'the upper reinforcing mesh 13 and the lower reinforcing mesh joint reinforcing bar, the indentation 2 transverse reinforcing bar The steel bars of 113 and 133 are selected from the bamboo nine-sided steel bars and the steel bars mixed with the above-mentioned steel bars. Therefore, in this embodiment, the longitudinal steel bars m, 131 and the transverse steel bars 113 can be matched with the same or different reinforcing bars. In the example, the longitudinal white steels & 111, 131 and the transverse reinforcing bars 113, 133 are interlaced with each other, and the interlaced angles 2 are about 90. In other embodiments as shown in Fig. 4, the hollow lightweight members 15 can also be The cylindrical hollow lightweight member and the rectangular columnar hollow lightweight member are combined in a structural composition. However, in this embodiment, the lower reinforcing mesh n and the upper reinforcing mesh 13 do not necessarily have to be 3 into the first receiving portion 115 and the second portion. The accommodating portion 135. As shown in FIG. 4 and FIG. 5, the material, the configuration, and the corresponding arrangement of the lower reinforcing mesh 11 and the upper reinforcing mesh 13 and the hollow lightweight member U are the same as those in the previous embodiment. Therefore, it is not mentioned here. The difference is as follows. Here, the towel is empty. = The cow 15 is placed near the intersection of the lower reinforcing mesh u and the longitudinal reinforcing bars (1), 131 and the transverse reinforcing bars 113' 133 of the upper reinforcing mesh 13. Therefore, the hollow lightweight member b cannot penetrate the lower reinforcing mesh u or the upper reinforcing mesh 13 and set between the lower steel, the net U or the upper steel mesh 13. The lower steel mesh U must be set in turn, and the empty surface poems 15 will be covered with the veneer i5i two reinforcing mesh U. In other words, hollow light In this embodiment, 15 is: :: ceramic mesh 11. Specifically, the hollow lightweight member 15 is adhered to the lower transverse steel thin; however, in other embodiments, the hollow light can also be adhered to On the longitudinal reinforcement (1) of the lower reinforcement mesh u. As shown in Fig.*, after the seedlings 15 are placed in the lower reinforcing mesh u, the 4-sided rib net 13 is placed in the hollow lightweight member 15, and the τ work right buys 仵5 top. In the above embodiment, the mesh 13 is preferably disposed in the hollow lightweight member 15 in a falsely fixed manner, and in the other solid (10) is not shown, the upper reinforcing mesh 13 can also be connected to the hollow M384215. Lightweight member 15 top surface 153. After the reinforcing mesh 11, the upper reinforcing mesh 13, and the hollow lightweight member 15 of the novel hollow floor structure 1 of the present invention are set, the new hollow floor 10 is finished by grouting. This creation has been described by the above related embodiments, but the above embodiments are merely examples for implementing the present creation. It must be noted that the disclosed embodiments are not intended to limit the scope of the present invention. On the contrary, modifications and equivalents of the spirit and scope of the invention are included in the scope of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a flow chart showing the arrangement of a novel hollow floor structure according to the present invention; Fig. 2 is a schematic view showing a side view of a side ball type; A schematic view of another embodiment of a hollow floor structure; FIG. 4 is a flow chart showing another embodiment of the novel hollow floor structure; and FIG. 5 is a schematic view showing a supplementary commission type (four) floor structure. [Main component symbol description] 13 Upper reinforcing mesh 131 Longitudinal reinforcing bar 133 Horizontal reinforcing bar 135 Second receiving place 15 Hollow lightweight part 151 Adhesive surface 1 New hollow floor structure 10 New hollow floor 11 Lower steel mesh 111 Longitudinal steel bar 113 Horizontal steel bar 115 First receiving place M384215 18 pad 19 substrate
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