M429729 五、新型說明： 【新型所屬之技術領域】 本創作係有關於一種隔音結構，尤指一種針對減少樓板音頻振動以降 低衝擊音，並具有提升裝飾材結構強度及減少傳統隔音樓板厚度進而降低 樓板衝擊音之濕式浮動隔音構造。 【先前技術】 按，現代人相當重視居家生活與工作場所之安寧，而住宅樓層間或工 作樓層間之噪音干擾是常見之問題，由於樓板之噪音源主要係為衝擊音， • 而衝擊音係為共振聲與衝擊聲兩者之混合，且衝擊音係藉由固體進行傳 導，故樓板隔音之處理方式與隔間牆壁之隔音處理方式不同，無法單以增 加樓板厚度來有效解決’而是需採取有效之隔振(音振)措施才能相對改善 衝擊噪音之問題。習知樓板之施工方式大致分為乾式工法及濕式工法，其 中乾式工法為:採用無水泥系之材料，如木材及隔振材組成之構造；而濕式 工法為：採用1 : 3水泥砂毁鋪貼地磚；如第1圖所示，其為用於樓板濕式 隔音之習知結構技術，該樓板隔音結構9〇包括有一基礎樓板層 91(Reinf〇rced Concrete/鋼筋+混凝土)RC，該基礎樓板層91(RC)係為建 • 築物其柱、樑、牆等的承重結構主體，其上相繼舖設有一隔振層92、夾板 層93、RC層94、水泥砂漿層95及磁碑層96 ;該習知樓板隔音結構9〇雖 能達其樓板隔層之目的，但仍有諸多缺失存在，例如，樓板之厚度問題， 就以前述該央板層93、RC層94、水泥砂漿層95及磁碑層96之厚度和共約 15. 5cm(不計該基礎樓板層91 RC及隔振層92)，而整體樓板之厚度大，將 使得其施工期長，且增加樓板重量，不但增加成本，並會降低樓層高度或 導致整體建築物重量大增，顯非理想之設計。因此，如何改善習知樓板隔 音結構該等缺失問題，應為業界或有智之士應努力解決、克服之重要課題。 緣此，本創作人有鑑於習知樓板隔音結構使用上之缺失及其結構設計 上未漆理想之事實，本案創作人即著手研發其解決方案，希望能開發出一 3 M429729 種更具結構強度、減少負載及有效減低衝擊音之樓板隔音改良結構，以服 務社會大眾及促進此業之發展，遂經多時之構思而有本創作之產生。 【新型内容】 本創作之目的係在提供-種降低樓板衝擊音之濕式浮動隔音構造，其 能使樓板之防水支撐層、支撐黏著層結構強度增加、厚度減少，並同時使 整體結構重量減輕，而具有減少建築物之重量負載及降低成本、縮短施工 期，進而達到極具經濟效益之高強度濕式樓板浮動隔音構造β 本創作之再一目的係在提供一種降低樓板衝擊音之濕式浮動隔音構 造，其具有極佳之隔振(音振)措施而能有效減低衝擊音，且藉由厚度之減 少而使樓層之高度增加及樓板載重減輕之工法，進而積極達到確保居家之 安寧性及提昇空間環境之優越性者。 本創作為達到上述目的所採用之技術手段，其包括有：一基礎樓板層； 一隔振層，係設於該基礎樓板層上；一防水支樓層，係設於該隔振層上； 一支撐黏著層，係設於該防水支撐層上，該支撐黏著層係為一水泥砂漿層； 一鋼絲層，係埋設於該支撐黏著層内。 茲為使貴審查委員對本創作之技術特徵及所達成之功效更有進一步 之瞭解與認識，謹佐以較佳之實施例圖及配合詳細之說明，說明如後： 【實施方式】 請參閲第2、3圖，係本創作降低樓板衝擊音之濕式浮動隔音構造之第 一實施例，其主要包括有一樓板隔音構成10，該樓板隔音構成10係設於建 築物各樓層之間。該樓板隔音構成10包括有一基礎樓板層11，該基礎樓板 層11係作為建築物其柱、樑、牆等的承重結構主鱧，該基礎樓板層u係 可為一 RC(Reinforced Concrete/鋼筋+混凝土)樓板層或鋼構樓板層；該 基礎樓板層11上係設有一隔振層12 (音振），該隔振層12其厚度沒有限制， 可為玻璃棉、岩棉、彈性纖維、橡膠或彈簧之個別單一彈性材料或兩種以 上彈性材料所構成，在本實施例隔振層12為一約50mm厚之玻璃棉層，該 M429729 隔振層12係用以中斷衝擊音（包括高頻音與低頻音）之傳導，使減少音頻振 動的效果，可有效降低衝擊音；該隔振層12上係設有一防水支撐層13，該 防水支撐層13係可為一鋼板層、尼龍板層、碳纖維板層、玻璃鐵維板層、 塑膠層或由其類似之材料構成之板層，具有支撐與防水作用；該防水支撐 層13上係設有一支撐黏著層14，該支撐黏著層14可為一水泥砂漿層；該 支撐黏著層14内埋設有鋼絲層15，該鋼絲層15具有一支撐之作用，如第 3圖所示，該鋼絲層15包括有複數第一鋼絲151及複數第二鋼絲152，藉 由該複數第一鋼絲151與第二鋼絲152組成一鋼絲網體，其中，該第一鋼 絲151與第二鋼絲152以交接處之固結點15A相固結，在適當之實施工法 • 中，該固結點15A以點焊或用高電流使其相互熔接固結而形成為佳，該鋼 絲層15先置於該防水支撐層13上，再於該鋼絲層15上注入水泥沙衆，而 形成該支撐黏著層14容納包覆該鋼絲層15，並使該防水支撐層丨3、鋼絲 層15、支撐黏著層14形成如鋼筋混凝土構造般具有抗弩距力及剪力之合而 為一構造，而可直接放置於隔振層上；繼於該支撐黏著層14上設有一表材 層16 ’該表材層16係為貼於該支撐黏著層14上之建材，其可為一磁碑層、 石英碑層、大理石層、花崗石層、塑膠地碑層、橡膠地碑層或木地板層等。 本創作降低樓板衝擊音之濕式浮動隔音構造藉由該支撐黏著層14容納 -φ 包覆該鋼絲層15 ’可使該樓板結構強度及隔振（音振)效果增加，如此即可 降低該隔振層12以上各層設置之厚度，在實際之施工量測中，本創作該防 水支撐層13、支撐黏著層14(包括鋼絲層15)及表材層16其厚度合約5αη， 相對較傳統施工之厚度15. 5cm為薄’即相對減少ίο. 5cm，因此本創作可以 具體使樓板之厚度降低、重量減輕，相對可使樓層之高度增加及負載減輕， 並可同時降低衝擊音傳導所產生之噪音問題。 請參閱第4至5圊’係本創作降低樓板衝擊音之濕式浮動隔音構造之 第二實施例’其基於第一實施例之結構基礎上加以變化應用設計，其差異 在於：該樓板隔音構成ίο進一步包括有複數固結件153，該等固結件153 固結於該鋼絲層15與該防水支撐層13之間，該等固結件153係可為鋼絲、 5 M429729 金屬條等’該等固結件153之上、下端可設有一脊折之固結端·、153A， 該固結端153B、153A分別固結於該鋼絲層15與該防水支撐層13，用以增 強整體結構強度，在適當之實施工法中，該等固結件脱係以點焊或用高 電流使其與該鋼絲層15、防水支樓廣13相互溶接固結，且該等固結件153 與該鋼絲層15、防水支樓層13呈相互垂直或呈適當之斜角連結，使受力更 為平均而強化其承受重量之強度β 請參閱第6圖，係本創作降低樓板衝擊音之濕式浮動隔音構造之第三 實施例，其基於第一實施例之結構基礎上加以變化應用設計，其差異係在 於··其鋼絲層15係由鋼絲絨155所構成，該鋼絲絨155係由複數埠細之鋼 絲所纏繞而成，用以增強整逋結構強度；在適當之實施工法中，該鋼絲絨 155先置於該防水支撐層13上，再於該等鋼絲絨〗55上加入水泥沙漿，而 形成該支撐黏著層14容納包覆該等鋼絲絨155,並使該防水支撐層13及鋼 絲絨155、支撐黏著層14形成如鋼筋混凝土構造般具有抗弩距力及剪力之 合而為一構造，而可直接放置於隔振層上；此結構係有施工簡易，降低施 工成本’結構強度增加等優點。 請參閱第7圖，係本創作降低樓板衝擊音之濕式浮動隔音構造之第四 實施例，其基於第一或第二或第三實施例之結構基礎上加以變化應用設 計，其差異係在於：該隔振層12進一步設有複數隔振墊17，該複數隔振墊 17分佈充設於該隔振層12内，該等隔振墊17可為截面寬χ高為（依圖面方 向）50minX50咖之橡膠塊體或橡膠條體，如此，藉該隔振層12 (玻璃棉層或 岩棉層）、隔振墊Π(橡膠隔振墊)使衝擊音之傳導中斷，從而消除高頻音與 低頻音之傳導’使減少音頻振動的效果而有效降低衝擊音。 本創作降低樓板衝擊音之濕式浮動隔音構造藉由前述構成，能使樓板 之結構強度增加、厚度減少，並同時使整體結構重量減輕，而具有減少建 築物之重量負載及降低成本、縮短施工期，達到極具經濟效益之高強度樓 板構成；再者，本創作該等結構具有極佳之隔振效果而能有效減低衝擊音， 且藉由厚度之減少而使樓層之高度增加，進而積極確保居家安寧性及提昇 M429729 空間環境之優越性。 綜上所述，本創作確已符合新型專利之要件，爰依法提出專利申請。 惟以上所述者，僅為本創作較佳實施例而已，並非用來限定本創作實施之 範圍，故舉凡依本創作申請專利範圍所述之形狀、構造、特徵及精神所為 之岣等變化與修飾，均應包括於本創作之申請專利範囡内。 【圖式簡單說明】 第1圊係習知樓板隔音結構示意圓。 第2囷係本創作第一實施例之剖視示意囫。M429729 V. New description: 【New technology field】 This creation department is about a kind of soundproof structure, especially one to reduce the sound vibration of the floor to reduce the impact sound, and to improve the structural strength of the decorative material and reduce the thickness of the traditional soundproof floor. Wet floating sound insulation structure for floor impact sound. [Prior Art] According to the modern people, the modern people pay great attention to the peace of life at home and the workplace. Noise interference between residential floors or working floors is a common problem. The noise source of the floor is mainly shock sound, and the impact sound system It is a mixture of resonance sound and impact sound, and the impact sound is conducted by solid. Therefore, the sound insulation treatment of the floor is different from the sound insulation treatment of the partition wall, and it cannot be effectively solved by increasing the thickness of the floor. Effective vibration isolation (sound vibration) measures can be used to relatively improve the impact noise. The construction methods of the slabs are roughly divided into dry and wet methods. The dry method is: using a cement-free material, such as wood and vibration insulation. The wet method is: using 1: 3 cement sand. Destroying the floor tile; as shown in Fig. 1, it is a conventional structure technology for the wet sound insulation of the floor, and the floor sound insulation structure 9 includes a foundation floor layer 91 (Reinf〇rced Concrete). The foundation slab layer 91 (RC) is a load-bearing structural body of a column, a beam, a wall, etc. of the building, and a vibration isolation layer 92, a plywood layer 93, an RC layer 94, a cement mortar layer 95 and a magnetic layer are successively laid thereon. The monument layer 96; the known floor slab sound insulation structure 9 〇 can reach the purpose of its floor slab, but there are still many defects, for example, the thickness of the slab, the aforementioned slab layer 93, RC layer 94, cement The thickness of the mortar layer 95 and the magnetic layer 96 is about 15.5 cm (excluding the basic floor layer 91 RC and the vibration isolating layer 92), and the thickness of the overall floor is large, which will make the construction period long and increase the weight of the floor. Not only increase costs, but also reduce floor height or lead to overall Buildings weight increase, significant non-ideal design. Therefore, how to improve the lack of the sound insulation structure of the traditional floor should be an important issue that the industry or people with wisdom should strive to solve and overcome. For this reason, the creator of this creator has developed the solution in view of the lack of use of the soundproof structure of the slab and the unpainted ideal of its structural design, hoping to develop a 3 M429729 kind of structural strength. In order to serve the public and promote the development of the industry, the company has reduced the load and effectively reduced the impact sound. [New content] The purpose of this creation is to provide a wet floating sound insulation structure that reduces the impact sound of the floor slab, which can increase the strength of the waterproof support layer and the supporting adhesive layer of the floor, reduce the thickness, and at the same time reduce the overall structure weight. And the purpose of reducing the weight load of the building and reducing the cost, shortening the construction period, and thus achieving the high-efficiency high-strength wet floor floating sound insulation structure. The second objective of the present invention is to provide a wet type for reducing the impact sound of the floor. The floating sound insulation structure has excellent vibration isolation (sound vibration) measures to effectively reduce the impact sound, and the height of the floor is increased and the load on the floor is reduced by the reduction of the thickness, thereby actively ensuring the tranquility of the home. And enhance the superiority of the space environment. The technical means adopted for the above purposes include: a foundation floor layer; a vibration isolation layer is disposed on the foundation floor layer; a waterproof support floor is disposed on the vibration isolation layer; The supporting adhesive layer is disposed on the waterproof supporting layer, wherein the supporting adhesive layer is a cement mortar layer; and a steel wire layer is embedded in the supporting adhesive layer. In order to give your reviewers a better understanding and understanding of the technical features of the creation and the efficacies achieved, please refer to the preferred embodiment diagram and the detailed description as follows: [Embodiment] Please refer to 2, 3, which is a first embodiment of the wet floating sound insulation structure for reducing the impact sound of the floor slab, which mainly comprises a floor slab soundproofing structure 10, which is arranged between the floors of the building. The floor slab soundproofing structure 10 includes a foundation slab layer 11 which serves as a load-bearing structure main slab of a column, a beam, a wall, etc. of the building, and the foundation slab layer u can be an RC (Reinforced Concrete) a concrete floor slab layer or a steel slab layer; the base slab layer 11 is provided with a vibration isolating layer 12 (sound vibration), the vibration isolating layer 12 is not limited in thickness, and may be glass wool, rock wool, elastic fiber, rubber Or a single elastic material of the spring or two or more elastic materials. In the embodiment, the vibration isolating layer 12 is a glass wool layer of about 50 mm thick, and the M429729 vibration isolating layer 12 is used to interrupt the impact sound (including the high frequency). The sound and the low frequency sound are transmitted to reduce the effect of the audio vibration, and the impact sound can be effectively reduced; the vibration isolating layer 12 is provided with a waterproof supporting layer 13 which can be a steel plate layer and a nylon plate layer. a carbon fiber slab layer, a glass slab layer, a plastic layer or a slab composed of a similar material, having a supporting and waterproofing effect; the waterproof supporting layer 13 is provided with a supporting adhesive layer 14 , the supporting adhesive layer 14 For a cement a mortar layer; a wire layer 15 is embedded in the supporting adhesive layer 14 , and the wire layer 15 has a supporting function. As shown in FIG. 3 , the wire layer 15 includes a plurality of first wires 151 and a plurality of second wires 152 . The first wire 151 and the second wire 152 form a wire mesh body, wherein the first wire 151 and the second wire 152 are consolidated at the junction point 15A of the junction, in a proper implementation method. Preferably, the consolidation point 15A is formed by spot welding or high-current welding and consolidation, and the steel layer 15 is first placed on the waterproof support layer 13, and then the cement sand layer is injected into the steel layer 15. And forming the supporting adhesive layer 14 to accommodate the steel wire layer 15 and forming the waterproof supporting layer 丨3, the steel wire layer 15, and the supporting adhesive layer 14 to have a combination of anti-pitch force and shear force like a reinforced concrete structure. As a structure, it can be directly placed on the vibration isolating layer; and the surface of the supporting adhesive layer 14 is provided with a surface layer 16'. The surface layer 16 is a building material attached to the supporting adhesive layer 14, which can be a magnetic monument layer, quartz monument layer, marble layer, granite layer, plastic monument , Rubber or wood floors tablet layer layer. The wet floating sound-insulating structure for reducing the floor impact sound of the present invention can increase the strength and vibration isolation (sound vibration) effect of the floor by receiving the steel layer 15' by the supporting adhesive layer 14-φ, thereby reducing the The thickness of each layer above the vibration isolating layer 12, in the actual construction measurement, the waterproof support layer 13, the supporting adhesive layer 14 (including the steel wire layer 15) and the surface layer 16 of the thickness contract 5αη, relatively more traditional construction The thickness of 15. 5cm is thin 'that is relatively reduced ίο. 5cm, so this creation can specifically reduce the thickness of the floor and reduce the weight, which can increase the height of the floor and reduce the load, and at the same time reduce the impact sound transmission. Noise problem. Please refer to the fourth embodiment of the wet-type floating sound-insulating structure for reducing the floor impact sound of the present invention, which is based on the structure of the first embodiment, and the difference is that the sound insulation of the floor is composed. The ίο further includes a plurality of fixing members 153, which are fixed between the steel wire layer 15 and the waterproof supporting layer 13, and the fixing members 153 can be steel wires, 5 M429729 metal bars, etc. The upper end and the lower end of the fixing member 153 may be provided with a ridged fixing end 153A, and the fixing ends 153B and 153A are respectively fixed to the steel wire layer 15 and the waterproof supporting layer 13 for enhancing the overall structural strength. In a proper implementation method, the consolidation members are detached by spot welding or high-current to be mutually fused with the steel wire layer 15 and the waterproof support structure, and the consolidation members 153 and the steel wire are The layer 15 and the waterproof support floor 13 are connected to each other perpendicularly or at an appropriate oblique angle to make the force more even and strengthen the strength of the weight bearing. Refer to Figure 6, which is a wet floating sound insulation that reduces the impact sound of the floor. a third embodiment of construction, based on the first According to the structure of the example, the application design is changed. The difference is that the steel wire layer 15 is composed of steel wool 155, which is formed by winding a plurality of fine steel wires to enhance the whole structure. Structural strength; in a proper implementation method, the steel wool 155 is first placed on the waterproof support layer 13, and then cement mortar is added to the steel wool 550, and the supporting adhesive layer 14 is formed to accommodate the steel. The velvet 155 and the waterproof support layer 13 and the steel wool 155 and the supporting adhesive layer 14 are formed into a structure such as a reinforced concrete structure having an anti-pitch force and a shear force, and can be directly placed on the vibration isolating layer; This structure has the advantages of simple construction, reduced construction cost, and increased structural strength. Please refer to FIG. 7 , which is a fourth embodiment of the wet floating soundproof structure for reducing the impact sound of the floor, which is based on the structure of the first or second or third embodiment, and the difference is The vibration isolating layer 12 is further provided with a plurality of vibration isolating pads 17 , and the plurality of vibration isolating pads 17 are distributed and filled in the vibration isolating layer 12 , and the vibration isolating pads 17 can have a wide cross section and a high height (according to the direction of the drawing) ) 50minX50 coffee rubber block or rubber strip body, so that the vibration isolation layer 12 (glass wool layer or rock wool layer) and vibration isolating pad (rubber isolation pad) interrupt the transmission of the impact sound, thereby eliminating the high The transmission of the frequency and low frequency sounds reduces the effect of the audio vibration and effectively reduces the impact sound. The wet-type floating sound-insulating structure for reducing the impact sound of the floor slab can increase the structural strength and thickness of the floor slab, and at the same time reduce the overall structure weight, thereby reducing the weight load of the building, reducing the cost, and shortening the construction. In the meantime, it is a highly economical high-strength floor slab; in addition, the structure has excellent vibration isolation effect and can effectively reduce the impact sound, and the height of the floor is increased by the reduction of the thickness, and thus the active Ensuring home comfort and enhancing the superiority of the M429729 space environment. In summary, this creation has indeed met the requirements of the new patent, and filed a patent application in accordance with the law. However, the above description is only for the preferred embodiment of the present invention, and is not intended to limit the scope of the present invention, and thus the changes in shape, structure, characteristics and spirit described in the scope of the patent application of the present invention are Modifications shall be included in the patent application form of this creation. [Simple description of the diagram] The first 圊 is a circular structure of the soundproof structure of the slab. The second embodiment is a cross-sectional view of the first embodiment of the present creation.
第3囷係本創作第一實施例之局部立體剖視示意嗶。 第4圓係本創作第二實施例之立體剖視示意圖。 第5圖係本創作第二實施例之剖視示意圖。 第6圖係本創作第三實施例之局部立體剖視示意圖。 第7圖係本創作第四實施例之立體剖視示意圖。 【主要元件符號說明】 樓板隔音構成 10 基礎樓板層 11 防水支撐層 13 支撐黏著層 14 第一鋼絲 151 第二鋼絲 152 固結件 153 固結端 153B、153A 表材層 16 隔振墊 17 隔振層 12 鋼絲層 15 固結點15A 鋼絲織155 7The third embodiment is a partial perspective view of the first embodiment of the present creation. A fourth perspective view of a second embodiment of the present invention. Figure 5 is a schematic cross-sectional view showing a second embodiment of the present creation. Figure 6 is a partial perspective cross-sectional view showing the third embodiment of the present creation. Figure 7 is a perspective cross-sectional view showing the fourth embodiment of the present creation. [Main component symbol description] Floor sound insulation 10 Foundation floor layer 11 Waterproof support layer 13 Support adhesive layer 14 First wire 151 Second wire 152 Consolidation piece 153 Consolidation end 153B, 153A Surface layer 16 Vibration isolation pad 17 Vibration isolation Layer 12 Steel layer 15 Consolidation point 15A Wire woven 155 7