WO2014117719A1 - Light composite floor slab - Google Patents

Light composite floor slab Download PDF

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Publication number
WO2014117719A1
WO2014117719A1 PCT/CN2014/071606 CN2014071606W WO2014117719A1 WO 2014117719 A1 WO2014117719 A1 WO 2014117719A1 CN 2014071606 W CN2014071606 W CN 2014071606W WO 2014117719 A1 WO2014117719 A1 WO 2014117719A1
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WO
WIPO (PCT)
Prior art keywords
floor slab
main body
composite floor
lightweight composite
structural
Prior art date
Application number
PCT/CN2014/071606
Other languages
French (fr)
Chinese (zh)
Inventor
谢英俊
Original Assignee
Hsieh Ying-Chun
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hsieh Ying-Chun filed Critical Hsieh Ying-Chun
Publication of WO2014117719A1 publication Critical patent/WO2014117719A1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs

Definitions

  • the plate is locked on the cold-formed thin-walled steel truss.
  • the plate is generally selected from oriented strand board (0SB board) or wooden splint or precast cement board as the substrate, and the floor surface is additionally decorated. deal with.
  • the disadvantage of this technique is that the overall slab is not strong and the fireproof effect is not good, and the slab itself is not waterproof.
  • the Chinese patent of the patentee No. 200820133842 4 has the following main advantages: (1)
  • the template mesh used in the patented lightweight floor is a perforated plate, and the formed dental plate helps to strengthen the cement mortar layer. The strength of the bond with the template mesh. With this type of perforated plate, it is possible to eliminate the need for steel bars, thereby reducing the amount of steel used and at the same time having good strength.
  • the thickness of the patented lightweight floor slab is generally 3-4 cm. Compared with the concrete slab currently used, the thickness is greatly reduced, so that the amount of concrete can be reduced, so that the lightweight slab of the utility model is lighter in weight.
  • the floor also has the following disadvantages.
  • the patented slab has insufficient bearing capacity due to the reinforced expanded steel mesh, and is easily deformed by stepping.
  • the patent floor slab is easy to leak during construction, which brings trouble to the construction on site.
  • the patent floor also has the drawback of being waterproof.
  • Some slabs for heavy-duty steel structures have also been disclosed in the prior art. These heavy-duty steel structures generally use floor slabs, shear pins and concrete cast-in-place slabs. Due to the different application areas of heavy-duty steel structure houses, the strength requirements for floor slabs are different. The specific structure of the slabs used, the materials used for the production of slabs and the manufacturing process of the slabs are different, so the slabs used for heavy-duty steel structure houses Not suitable for light steel construction or wooden structures: In view of the defects existing in the existing slabs used in light steel construction or wood construction, the inventors have actively researched and innovated based on years of rich practical experience and professional knowledge in designing and manufacturing such products, and with the academic ffi.
  • the main object of the present invention is to overcome the defects existing in the existing slabs used in light steel buildings or wooden structures, and to provide a lightweight composite slab with a new structure, and the technical problem to be solved is to overcome the existing slab during the installation process.
  • the shortcomings such as slurry leakage, deformation and cracking occur, and the formed floor slab has waterproof effect during use, thereby being more practical.
  • Another object of the present invention is to provide a connecting member which strengthens the connection between the floor panel body and the structural body and the stringer or the purlin, thereby making the on-site installation process of the floor panel of the present invention more convenient and quick, and the board body and structure The connection of the main body is more tight.
  • a lightweight composite floor slab includes a plate body, a structural body and a connecting member; the structural body is disposed on the plate body, and the plate body and the structural body are connected together by a connecting member.
  • the floor slab further comprises a crack-proof net
  • the crack-proof net is embedded in the structural body, and is integrated with the structural body.
  • the light composite floor slab wherein the floor slab comprises a plate body, a structural body, a crack prevention net and a connecting member; the crack preventing net is embedded in the structural body and integrated with the structural body: the structural body It is arranged on the plate body, and the plate body and the structural body are connected together by a connecting member.
  • the lightweight composite slab of the foregoing wherein the purlin or stringer is selected from the group consisting of a rafter or a stringer, or is selected from the group consisting of a cold-formed thin-walled steel stringer or stringer, the spacing of the stringers or beams being less than 180 cm.
  • the connecting member is a tail wire
  • the tail wire fixes the stringer or the stringer, the metal plate and the structural body together;
  • the tail wire It is selected from ordinary drill tail wire or separator drill tail wire.
  • the outer layer of the tail wire body is provided with a sleeve, and a gasket or a rubber pad is arranged at the contact between the tail wire and the plate body.
  • the thickness of the slab-shaped plate or the folded-shaped plate is 0.2 mm - -1.0 mm; the groove depth of the plate village is 30 mm 50 mm: the structural body and The floor formed by the sheet has a thickness of 40 mm and 80 mm.
  • the wavy plate is plated.
  • the wavy plate is plated.
  • the wavy plate is plated.
  • the wavy plate is plated.
  • the stringers or beams may be formed by folding a thin-walled steel bay of a cold bay or made of wood.
  • the stringers or stringers have a span of less than 180 cm.
  • steel shears used to join steel plates and concrete must be welded to steel beams, but light steel beams are cold-walled thin-walled steels that cannot be spliced.
  • a tail wire is employed in one embodiment of the present invention, thereby achieving fastening of the plate body and tight bonding of the plate body and the concrete.
  • the prior art is replaced by a self-tapping screw having a pull-out resistance combined with a plate body (optionally a corrugated metal plate) and a structural body (optionally a cement sand pad:)
  • a plate body optionally a corrugated metal plate
  • a structural body optionally a cement sand pad:
  • Chinese patent ZL2008201 33842. 4 The method of combining metal plates and cement mortar with dental plates.
  • the present invention relates to a lightweight composite floor panel, which comprises a plate body, a structural body, a crack prevention net and a connecting member; the crack preventing net is embedded in the structural body and integrated with the structural body;
  • the structural body is disposed on the plate body, and the plate body and the structural body are connected together by a connecting member.
  • the light composite floor board provided by the invention does not leak slurry, is not deformed, does not crack during the actual installation process, and has the superior performance of waterproofing.
  • the lightweight composite floor board of the invention has at least the following advantages:
  • the floor slab of the present invention is cast-in-place and has a strong integrity.
  • the wavy metal plate looks beautiful and does not require a ceiling.
  • the floor panel of the present invention is not easy to adopt and change during construction.
  • the floor of the invention does not leak slurry during construction.
  • the floor of the invention has good waterproof performance.
  • the lightweight composite floor slab of the special structure of the invention has many advantages and practical values as described above, and no similar structural design is disclosed or used in the same product, and it is truly innovative, regardless of the product.
  • the structure or function has been greatly improved, and the technology has made great progress, and has produced a good and practical effect, and has many advantages of the existing floor slab, and is more suitable for practical use.
  • Cheng is a new, progressive and practical new design.
  • Figure 1 is a schematic cross-sectional view of a preferred embodiment of the present invention along the direction of a stringer or stringer.
  • Figure 2 is a schematic view showing the combination of a lightweight composite floor slab and a purlin or a purlin according to a preferred embodiment of the present invention;
  • Figure 2 (a) is a view of a purlin or purlin for a wooden structure, and
  • Figure 2 (b) shows It is a purging or purlin of cold-formed thin-walled steel with ffi in light steel structure.
  • Figure 3 is a schematic view showing a connecting member of a preferred embodiment of the present invention, wherein the connecting member is a conventional tail wire;
  • Figure 3 (a) is a schematic exploded view of the connecting member, and
  • Figure 3 (b) is a connecting member Schematic diagram of the combination with the plate.
  • Figure 4 is a schematic view showing a connecting member of a preferred embodiment of the present invention, wherein the connecting member is a bulkhead drill wire;
  • Figure 4 (a) is a schematic exploded view of the connecting member, and
  • Figure 4 (b) is a schematic view showing the connecting member A schematic diagram of the combination of the piece and the plate.
  • Figure 5 is a schematic view of the connector used in the practice of the present invention
  • Figure 5 (a) is a schematic view of a conventional drill wire
  • Figure 5 (b) is a schematic drill wire.
  • Figure 6 shows a further schematic diagram of the combination of the connector and the plate body.
  • Fig. 7 shows a plate of a different shape which is made in the preferred embodiment of the invention;
  • Fig. 7(a) shows a wavy plate body, and
  • Fig. 7(b) shows a folded plate body.
  • FIG. 1 to FIG. 7 show a light composite floor slab according to a preferred embodiment of the present invention, and a plate body and a connecting piece of different shapes and specifications used in the light-weight composite floor slab, and a plate body and a connection.
  • Fig. 1 there is shown a schematic cross-sectional view of a preferred embodiment of the invention along the direction of a stringer or stringer.
  • the plate body 4 is a corrugated metal plate, and the connecting member 2 (drilling wire) fixedly connects the plate body 4 and the stringer 5, and a part of the connecting member 2 is embedded in the structural body 1 and integrated with the structural body 1. Thereby, the connection between the structural body 1 and the plate body 4 is more secure.
  • the crack preventing net 3 is embedded in the structural body 1, thereby preventing the structural body from being cracked in practical use.
  • the anti-cracking net 3 may be a metal mesh or a metal mesh, and the diameter of the wire constituting the metal mesh is preferably within 1.5 mm.
  • the purlin or purlin 5 may be a purlin or a purlin for a wooden structure house, or may be a purlin or a crucible for a cold-formed thin-walled steel for a light steel structure. article.
  • Fig. 3 is a schematic view showing how the tail wire 6 is combined with the plate body 4.
  • the sleeve portion thereof is sleeved with a sleeve 7, and a gasket 8 is added to the portion where the plate body 4 is combined, wherein the gasket 8 can also be replaced by a rubber pad.
  • Fig. 4 Shown in Fig. 4 is another embodiment of the drill tail wire 6 which is ffl, which is the bulkhead drill wire.
  • Figure 5 will further show the specific construction of the different tailing wires used in embodiments of the present invention.
  • Fig. 6 the combination of the connecting member 2 and the plate body 4 in the practice of the present invention is further shown.
  • the plate body can be made of metal or any other material that meets the requirements of light steel construction or wood construction.
  • the technical innovation of the lightweight composite floor board of the present invention constituted by the above method and structure has many merits for the technicians in the same industry today, and it is indeed technologically advanced.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Abstract

A light composite floor slab, comprising: a slab body (4), a structural main body (1), an anti-cracking mesh (3), and connectors (2); the anti-cracking mesh is embedded in the structural main body, and is integrated with the structural main body; the structural main body is disposed on the slab body; and the slab body is connected to the structural main body via the connectors. The composite floor slab does not leak grout, deform or crack during installment, and has water-proof performance.

Description

设计; '应用 形成的适用于 2 Design; 'application formed for 2
板。 board.
目前， 冷弯薄壁型钢结构房屋楼板普遍采用如下技术： 在冷弯薄壁型 钢檩条上锁定板材， 板材一般选择定向刨花板（0SB板）或木质夹板或预制 水泥板做基板， 楼板表层另外做装修处理。 这种技术存在的缺点是楼板整 体性不强防火效果不佳， 靣且楼板本身不防水。 At present, the following techniques are commonly used for cold-formed thin-walled steel structure house slabs: The plate is locked on the cold-formed thin-walled steel truss. The plate is generally selected from oriented strand board (0SB board) or wooden splint or precast cement board as the substrate, and the floor surface is additionally decorated. deal with. The disadvantage of this technique is that the overall slab is not strong and the fireproof effect is not good, and the slab itself is not waterproof.
专利权人为谢英俊的专利号为 200820133842 4的中国专利具有如下主 要优点： ( 1 ) 该专利轻型楼板中使用的模板网是一种穿孔板， 穿孔后形成 的牙板有助于加强水泥砂浆层和模板网之间的结合强度。 采用这种类型的 穿孔板，可以不用钢筋，从而减少了钢材用量，并同时具有很好的强度。 （2 ) 该专利轻型楼板的厚度一般为 3-4厘米。 这和目前中使用的混凝土楼板约 10厘米的相比， 厚度大大降低了， 从而可减少混凝土的用量， 从而本实用 新型轻型楼板的重量更轻。  The Chinese patent of the patentee No. 200820133842 4 has the following main advantages: (1) The template mesh used in the patented lightweight floor is a perforated plate, and the formed dental plate helps to strengthen the cement mortar layer. The strength of the bond with the template mesh. With this type of perforated plate, it is possible to eliminate the need for steel bars, thereby reducing the amount of steel used and at the same time having good strength. (2) The thickness of the patented lightweight floor slab is generally 3-4 cm. Compared with the concrete slab currently used, the thickness is greatly reduced, so that the amount of concrete can be reduced, so that the lightweight slab of the utility model is lighter in weight.
但是， 该楼板也存在以下缺点。  However, the floor also has the following disadvantages.
首先， 该专利楼板在施工过程中因有筋扩张钢网的承载力不足， 易被 踩踏变型。  First of all, in the construction process, the patented slab has insufficient bearing capacity due to the reinforced expanded steel mesh, and is easily deformed by stepping.
其次， 该专利楼板在施工时易漏浆， 从而给现场施工带来麻烦。  Secondly, the patent floor slab is easy to leak during construction, which brings trouble to the construction on site.
第三， 该专利楼板也存在不能防水的缺陷。  Third, the patent floor also has the drawback of being waterproof.
最后， 由于该专利楼板承受负向弯矩力时， 上部拉力由钢网承担， 但 施工时无法定位于楼版上缘,造成承载力下降引起楼板上部龟裂。  Finally, because the patent floor is subjected to negative moment force, the upper tension is borne by the steel mesh, but it cannot be positioned on the upper edge of the floor during construction, causing the bearing capacity to drop and causing cracks on the floor.
现有技术中也公幵了一些用于重型钢结构房屋的楼板， 这些重型钢结 构普遍采用楼承板、 剪力钉和混凝土现浇楼板。 由于重型钢结构房屋的楼 板应用领域不同， 对楼板强度要求也不相同， 使用的楼板的具体结构、 生 产楼板所使用的材料和楼板的制造工艺都不相同， 因此用于重型钢结构房 屋的楼板不适用于轻钢结构的房屋或木质结构的房屋： 有鉴于现有用于轻钢建筑或木结构建筑中的楼板存在的缺陷， 本发明 人基于从事此类产品设计制造多年丰富的实务经验及专业知识， 并配合学 理的运 ffi， 积极加以研究创新， 以期创设一种新型结构的轻型复合楼板， 能够改进一般现有 ffi于轻钢建筑或木结构建筑中楼板的缺陷， 使其更具有 实用性。 经过不断的研究、 设计， 并经反复试作样品及改进后， 终于创设 出确具实用价值的本发明。 Some slabs for heavy-duty steel structures have also been disclosed in the prior art. These heavy-duty steel structures generally use floor slabs, shear pins and concrete cast-in-place slabs. Due to the different application areas of heavy-duty steel structure houses, the strength requirements for floor slabs are different. The specific structure of the slabs used, the materials used for the production of slabs and the manufacturing process of the slabs are different, so the slabs used for heavy-duty steel structure houses Not suitable for light steel construction or wooden structures: In view of the defects existing in the existing slabs used in light steel construction or wood construction, the inventors have actively researched and innovated based on years of rich practical experience and professional knowledge in designing and manufacturing such products, and with the academic ffi. In order to create a new type of lightweight composite floor slab, it can improve the defects of the existing existing ffi in light steel construction or wood construction, making it more practical. After continuous research, design, and repeated trials of samples and improvements, the invention has finally been created with practical value.
本发明的主要目的在于， 克服现有用于轻钢建筑或木结构房屋中的楼 板所存在的缺陷， 而提供一种新型结构的轻型复合楼板， 所要解决的技术 问题是克服现有楼板在安装过程中发生的漏浆、 变形和龟裂等缺点， 并且 使得成型的楼板在使用的过程中具有防水的功效， 从而更加实用。 The main object of the present invention is to overcome the defects existing in the existing slabs used in light steel buildings or wooden structures, and to provide a lightweight composite slab with a new structure, and the technical problem to be solved is to overcome the existing slab during the installation process. The shortcomings such as slurry leakage, deformation and cracking occur, and the formed floor slab has waterproof effect during use, thereby being more practical.
本发明的另一目的在于提供一种连接件， 该连接件加强楼板板体、 结 构主体与檩条或桁条的连接， 从而使得本发明的楼板的现场安装过程更加 方便和快捷， 板体和结构主体的连接更加紧固。  Another object of the present invention is to provide a connecting member which strengthens the connection between the floor panel body and the structural body and the stringer or the purlin, thereby making the on-site installation process of the floor panel of the present invention more convenient and quick, and the board body and structure The connection of the main body is more tight.
本发明的目的及解决其技术问题是采用以下技术方案来实现的。 依据 本发明提出的一种轻型复合楼板， 该楼板包括板体、 结构主体和连接件组 成； 所述的结构主体设于板体之上， 板体和结构主体通过连接件连接在一 起。  The object of the present invention and solving the technical problems thereof are achieved by the following technical solutions. According to the present invention, a lightweight composite floor slab includes a plate body, a structural body and a connecting member; the structural body is disposed on the plate body, and the plate body and the structural body are connected together by a connecting member.
本发明的目的及解决其技术问题还可采用以下技术措施进一步实现。 前述的轻型复合楼板， 其中所述的楼板进一步包含防裂网， 所述的防 裂网嵌于结构主体之中， 和结构主体成为一体。  The object of the present invention and solving the technical problems thereof can be further achieved by the following technical measures. In the foregoing lightweight composite floor, the floor slab further comprises a crack-proof net, the crack-proof net is embedded in the structural body, and is integrated with the structural body.
前述的轻型复合楼板， 其中所述的楼板包括板体、 结构主体、 防裂网 和连接件组成； 所述的防裂网嵌于结构主体之中， 和结构主体成为一体： 所述的结构主体设于板体之上， 板体和结构主体通过连接件连接在一起。  The light composite floor slab, wherein the floor slab comprises a plate body, a structural body, a crack prevention net and a connecting member; the crack preventing net is embedded in the structural body and integrated with the structural body: the structural body It is arranged on the plate body, and the plate body and the structural body are connected together by a connecting member.
前述的轻型复合楼板， 其中所述的结构主体为混凝土或水泥砂浆构成, 所述的防裂网嵌于混凝土或水泥砂浆中， 和结构主体形成一体。  In the foregoing lightweight composite floor slab, wherein the structural body is composed of concrete or cement mortar, and the crack-proof net is embedded in concrete or cement mortar, and is integrated with the structural body.
前述的轻型复合楼板， 其中所述的楼板进一步通过所述的连接件固定 在檩条或桁条上。  The aforementioned lightweight composite floor, wherein the floor is further fixed to the stringer or string by the connecting member.
前述的轻型复合楼板， 其中所述的檩条或桁条选自木檩条或桁条， 或 选自冷弯薄壁型钢檩条或桁条， 所述檩条或桁条的间隔小于 180厘米。 前述的轻型复合楼板， 其中所述的板体选自波浪形板材或折叠形状的 板材。 The lightweight composite slab of the foregoing, wherein the purlin or stringer is selected from the group consisting of a rafter or a stringer, or is selected from the group consisting of a cold-formed thin-walled steel stringer or stringer, the spacing of the stringers or beams being less than 180 cm. The aforementioned lightweight composite floor panel, wherein the panel body is selected from the group consisting of a wavy sheet or a folded sheet.
前述的轻型复合楼板， 其中所述的连接件为钻尾丝， 所述的钻尾丝将 所述的檩条或桁条、 所述的金属板和结构主体固定在一起； 所述的钻尾丝 选自普通钻尾丝或隔板钻尾丝。  In the foregoing lightweight composite floor, wherein the connecting member is a tail wire, the tail wire fixes the stringer or the stringer, the metal plate and the structural body together; the tail wire It is selected from ordinary drill tail wire or separator drill tail wire.
前述的轻型复合楼板， 其中所述的钻尾丝主体的外层设有套管， 钻尾 丝和板体接触处设有垫片或胶垫。  In the foregoing lightweight composite floor, the outer layer of the tail wire body is provided with a sleeve, and a gasket or a rubber pad is arranged at the contact between the tail wire and the plate body.
前述的轻型复合楼板， 其中所述的波浪形板材或折叠形状的板材的厚 度为 0. 2毫米- -1. 0毫米； 所述板村沟槽深度为 30毫米 50毫米： 所述结构 主体和板材形成的所述楼板的厚度为 40毫米 80毫米。  The thickness of the slab-shaped plate or the folded-shaped plate is 0.2 mm - -1.0 mm; the groove depth of the plate village is 30 mm 50 mm: the structural body and The floor formed by the sheet has a thickness of 40 mm and 80 mm.
本发明与现有技术相比具有明显的优点和有益效果。 由以上技术方案 可知，为了达到前述发明目的， 本发明的主要技术内容如下：  The present invention has significant advantages and advantageous effects over the prior art. As can be seen from the above technical solutions, in order to achieve the aforementioned object, the main technical contents of the present invention are as follows:
本发明提出一种轻型复合楼板， 其中的板体由波浪形金属板材制成， 所述的金属波浪形板材优选的厚度为 0. 2毫米 -1. 0毫米， 所述的波浪形板 材为镀鋅或其他设有防锈涂层的金属板材。  The wavy plate is plated. The wavy plate is plated. The wavy plate is plated. The wavy plate is plated. Zinc or other sheet metal with a rust-proof coating.
在本发明的一个实施例中， 所述的檩条或桁条可选择的为冷湾薄壁型 钢湾折成型， 或为木材制成。  In one embodiment of the present invention, the stringers or beams may be formed by folding a thin-walled steel bay of a cold bay or made of wood.
在本发明的一个实施例中， 所述的檩条或桁条的跨度小于 180厘米。 一般钢结构用来连接钢承板及混凝土的剪力钉须焊接在钢梁上， 但是 轻钢构梁为冷湾薄壁型钢，无法悍接。 为了克服现有技术中存在的难题， 在 本发明的一个实施例中采用钻尾丝， 从而实现了板体的紧固， 以及板体和 混凝土的紧密结合。  In one embodiment of the invention, the stringers or stringers have a span of less than 180 cm. Generally, steel shears used to join steel plates and concrete must be welded to steel beams, but light steel beams are cold-walled thin-walled steels that cannot be spliced. In order to overcome the problems existing in the prior art, a tail wire is employed in one embodiment of the present invention, thereby achieving fastening of the plate body and tight bonding of the plate body and the concrete.
在本发明的一个实施例中， 以具有抗拉拔力的自攻螺丝结合板体 （可 选择为波浪形金属板） 和结构主体 （可选择为水泥沙桨:） ， 取代了现有技 术 （如中国专利 ZL2008201 33842. 4 ) 中以牙板结合金属板及水泥沙浆的方 式。  In one embodiment of the present invention, the prior art is replaced by a self-tapping screw having a pull-out resistance combined with a plate body (optionally a corrugated metal plate) and a structural body (optionally a cement sand pad:) (For example, Chinese patent ZL2008201 33842. 4) The method of combining metal plates and cement mortar with dental plates.
经由上述可知， 本发明是关于一种轻型复合楼板， 该楼板包括板体、 结构主体、 防裂网和连接件组成； 所述的防裂网嵌于结构主体之中， 和结 构主体成为一体； 所述的结构主体设于板体之上， 板体和结构主体通过连 接件连接在一起。 本发明提供的轻型复合楼板在实际安装过程中不漏浆、 不变形， 也不发生龟裂， 同时具有防水的优越性能 借由上述技术方案， 本发明轻型复合楼板至少具有下列优点： According to the above, the present invention relates to a lightweight composite floor panel, which comprises a plate body, a structural body, a crack prevention net and a connecting member; the crack preventing net is embedded in the structural body and integrated with the structural body; The structural body is disposed on the plate body, and the plate body and the structural body are connected together by a connecting member. The light composite floor board provided by the invention does not leak slurry, is not deformed, does not crack during the actual installation process, and has the superior performance of waterproofing. With the above technical solution, the lightweight composite floor board of the invention has at least the following advantages:
( 1 ) 本发明的楼板现浇， 整体性强。  (1) The floor slab of the present invention is cast-in-place and has a strong integrity.
的波浪形金属板下视美观， 无需吊顶。
Figure imgf000005_0001
The wavy metal plate looks beautiful and does not require a ceiling.
Figure imgf000005_0001
(4 ) 本发明楼板在施工期间不易采踏变型。  (4) The floor panel of the present invention is not easy to adopt and change during construction.
( 5 ) 本发明楼板在施工期间不漏浆。  (5) The floor of the invention does not leak slurry during construction.
( 6 ) 本发明楼板防水性能好。  (6) The floor of the invention has good waterproof performance.
综上所述， 本发明特殊结构的轻型复合楼板， 其具有上述诸多的优点 及实用价值， 并在同类产品中未见有类似的结构设计公幵发表或使用而确 属创新， 其不论在产品的结构或功能上皆有较大的改进， 在技术上有较大 的进步， 并产生了好用及实用的效果， 且较现有的楼板具有增进的多项功 效， 从靣更加适于实用， 而具有产业的广泛利用价值， 诚为一新颖、 进步、 实用的新设 i 。  In summary, the lightweight composite floor slab of the special structure of the invention has many advantages and practical values as described above, and no similar structural design is disclosed or used in the same product, and it is truly innovative, regardless of the product. The structure or function has been greatly improved, and the technology has made great progress, and has produced a good and practical effect, and has many advantages of the existing floor slab, and is more suitable for practical use. With the extensive use of the industry, Cheng is a new, progressive and practical new design.
上述说明仅是本发明技术方案的概述， 为了能够更清楚了解本发明的 技术手段， 并可依照说明书的内容予以实施， 以下以本发明的较佳实施例 并配合 图详细说明如后。  The above description is only an overview of the technical solutions of the present invention, and the technical means of the present invention can be more clearly understood and implemented in accordance with the contents of the specification. Hereinafter, the preferred embodiments of the present invention will be described in detail with reference to the drawings.
图 1显示的是本发明一较佳实施例沿着檩条或桁条方向的截面示意图。 图 2 显示的是本发明一较佳实施例轻型复合楼板和檩条或桁条结合的 示意图； 图 2 (a) 示意的是用于木结构房屋的檩条或桁条， 图 2 ( b ) 示意 的是 ffi于轻钢结构的冷弯薄壁型钢的檩条或桁条。 BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a schematic cross-sectional view of a preferred embodiment of the present invention along the direction of a stringer or stringer. Figure 2 is a schematic view showing the combination of a lightweight composite floor slab and a purlin or a purlin according to a preferred embodiment of the present invention; Figure 2 (a) is a view of a purlin or purlin for a wooden structure, and Figure 2 (b) shows It is a purging or purlin of cold-formed thin-walled steel with ffi in light steel structure.
图 3 显示的本发明一较佳实施例连接件的示意图， 其中的连接件是普 通钻尾丝； 图 3 ( a) 示意的是连接件的分解示意图， 图 3 (b ) 示意的是连 接件和板体的结合示意图。  Figure 3 is a schematic view showing a connecting member of a preferred embodiment of the present invention, wherein the connecting member is a conventional tail wire; Figure 3 (a) is a schematic exploded view of the connecting member, and Figure 3 (b) is a connecting member Schematic diagram of the combination with the plate.
图 4 显示的本发明一较佳实施例连接件的示意图， 其中的连接件是隔 板钻尾丝； 图 4 ( a) 示意的是连接件的分解示意图， 图 4 ( b ) 示意的是连 接件和板体的结合示意图。  Figure 4 is a schematic view showing a connecting member of a preferred embodiment of the present invention, wherein the connecting member is a bulkhead drill wire; Figure 4 (a) is a schematic exploded view of the connecting member, and Figure 4 (b) is a schematic view showing the connecting member A schematic diagram of the combination of the piece and the plate.
图 5显示的本发明实施倒中使用的连接件示意图； 图 5 ( a) 是普通钻 尾丝示意图； 图 5 (b ) 示意的是隔板钻尾丝。  Figure 5 is a schematic view of the connector used in the practice of the present invention; Figure 5 (a) is a schematic view of a conventional drill wire; Figure 5 (b) is a schematic drill wire.
图 6显示的本发明进一步实施连接件和板体的结合示意图。 图 7显示的本发明较佳实施例中使) ¾的不同形状的板体； 图 7 ( a ) 示 意的是波浪形的板体， 图 7 (b) 示意的是折叠形的板体。 Figure 6 shows a further schematic diagram of the combination of the connector and the plate body. Fig. 7 shows a plate of a different shape which is made in the preferred embodiment of the invention; Fig. 7(a) shows a wavy plate body, and Fig. 7(b) shows a folded plate body.
图中：  In the picture:
1： 结构主体； 2: 连接件； 3: 防裂网； 4; 板体； 5: 檩条或桁条 6: 钻尾丝； Ί 套管； 8: 垫片  1: structural body; 2: connecting piece; 3: anti-cracking net; 4; plate body; 5: purlin or purlin 6: drill tail wire; Ί casing; 8: gasket
为更进一步阐述本发明为达成预定发明目的所采取的技术手段及功 效，以下结合附图及较佳实施例， 对依据本发明提出的轻型复合楼板其具体 实施方式、 结构、 特征及其功效， 详细说明如后。 In order to further illustrate the technical means and efficacy of the present invention for achieving the intended purpose of the invention, the specific embodiments, structures, features and effects of the lightweight composite floor panel according to the present invention will be described below with reference to the accompanying drawings and preferred embodiments. The detailed description is as follows.
请参阅图 1至图 7所示， 其所示的是本发明较佳实施例的轻型复合楼 板， 以及改轻型复合楼板中采用的不同形状和规格的板体和连接件， 以及 板体和连接件的连接方式等。  Please refer to FIG. 1 to FIG. 7 , which show a light composite floor slab according to a preferred embodiment of the present invention, and a plate body and a connecting piece of different shapes and specifications used in the light-weight composite floor slab, and a plate body and a connection. The connection method of the pieces, etc.
如图 1 所示， 其显示的是本发明一较佳实施例沿着檩条或桁条方向的 截面示意图。 其中的板体 4为波浪形金属板材， 连接件 2 (钻尾丝）将板体 4和檩条 5固定连接， 同时连接件 2的一部分镶嵌于结构主体 1中， 并和结 构主体 1成为一体， 从而有利于结构主体 1和板体 4之间连接更加牢固。 从图 1 中也可以看出， 在本实施例中， 防裂网 3嵌于结构主体 1中， 从而 避免结构主体在实际应用中发生龟裂。 其中所述的防裂网 3可以是金属网， 金属网的规格， 构成金属网的线条直径优选为 1. 5毫米以内。  As shown in Fig. 1, there is shown a schematic cross-sectional view of a preferred embodiment of the invention along the direction of a stringer or stringer. The plate body 4 is a corrugated metal plate, and the connecting member 2 (drilling wire) fixedly connects the plate body 4 and the stringer 5, and a part of the connecting member 2 is embedded in the structural body 1 and integrated with the structural body 1. Thereby, the connection between the structural body 1 and the plate body 4 is more secure. As can also be seen from Fig. 1, in the present embodiment, the crack preventing net 3 is embedded in the structural body 1, thereby preventing the structural body from being cracked in practical use. The anti-cracking net 3 may be a metal mesh or a metal mesh, and the diameter of the wire constituting the metal mesh is preferably within 1.5 mm.
如图 2所示， 在本发明的实施例中， 檩条或桁条 5可以是用于木结构 房屋的檩条或桁条， 也可以是用于轻钢结构的冷弯薄壁型钢的檩条或桁条。  As shown in FIG. 2, in the embodiment of the present invention, the purlin or purlin 5 may be a purlin or a purlin for a wooden structure house, or may be a purlin or a crucible for a cold-formed thin-walled steel for a light steel structure. article.
图 3所示的是钻尾丝 6如何和板体 4进行结合的示意图。 如图 3所示， 钻尾丝 6在使 ffl时， 其杆体部分套设套管 7, 并在和板体 4进行结合的部位 加设垫片 8 , 其中垫片 8也可以用胶垫代替。  Fig. 3 is a schematic view showing how the tail wire 6 is combined with the plate body 4. As shown in FIG. 3, when the tail wire 6 is made to be ffl, the sleeve portion thereof is sleeved with a sleeve 7, and a gasket 8 is added to the portion where the plate body 4 is combined, wherein the gasket 8 can also be replaced by a rubber pad. .
图 4中显示的是另一实施倒中使 ffl的钻尾丝 6,该钻尾丝 6为隔板钻尾 丝。 图 5进一步将显示了在本发明实施例中使用的不同钻尾丝的具体结构。 在图 6中， 进一步显示了本发明实施中连接件 2和板体 4的结合。  Shown in Fig. 4 is another embodiment of the drill tail wire 6 which is ffl, which is the bulkhead drill wire. Figure 5 will further show the specific construction of the different tailing wires used in embodiments of the present invention. In Fig. 6, the combination of the connecting member 2 and the plate body 4 in the practice of the present invention is further shown.
在本发明的实施倒中， 可以使 ^根据具体需求进行设计的多种形状的 板体 2 , 优选采用图 7所示的波浪形的板体或折叠形的板体。板体既可以是 金属材质的， 也可以是任何强度符合轻钢建筑或木建筑要求的其它材质制 成的。 In the practice of the present invention, it is possible to use a plurality of shaped plates 2 designed according to specific needs, preferably using a wavy plate or a folded plate as shown in FIG. The plate body can be made of metal or any other material that meets the requirements of light steel construction or wood construction. Into.
上述如此方法及结构结构构成的本发明轻型复合楼板的技术创新， 对 于现今同行业的技术人员来说均具有许多可取之处， 而确实具有技术进步 性。  The technical innovation of the lightweight composite floor board of the present invention constituted by the above method and structure has many merits for the technicians in the same industry today, and it is indeed technologically advanced.
以上所述， 仅是本发明的较佳实施例而已， 并非对本发明作任何形式上的 限制， 虽然本发明已以较佳实施例揭露如上， 然而并非 ffl以限定本发明，任 何熟悉本专业的技术人员， 在不脱离本发明技术方案范围内，当可利用上述 揭示的技术内容作出些许更动或修饰为等同变化的等效实施例，但凡是未 脱离本发明技术方案的内容， 依据本发明的技术实质对以上实施例所作的 任何筒单修改、 等同变化与修饰， 均仍属于本发明技术方案的范围内。  The above is only the preferred embodiment of the present invention, and is not intended to limit the scope of the present invention. Although the present invention has been disclosed in the above preferred embodiments, it is not intended to limit the present invention. The skilled person can make some modifications or modifications to the equivalent embodiments by using the above-disclosed technical contents without departing from the technical scope of the present invention, but without departing from the technical solution of the present invention, according to the present invention. Technical Substantials Any modification, equivalent change and modification of the above embodiments are still within the scope of the technical solution of the present invention.

Claims

1、 一种轻型复合楼板， 其特征在于该楼板包括板体、 结构主体和连接 件组成； 所述的结构主体设于板体之上， 板体和结构主体通过连接件连接 在一起。 1. A lightweight composite floor, characterized in that the floor consists of a board body, a structural main body and connectors; the structural main body is located on the board body, and the board body and the structural main body are connected together through connectors.
2、 根据权利要求 1所述的轻型复合楼板， 其特征在于其中所述的楼板 进一步包含防裂网， 所述的防裂网嵌于结构主体之中， 和结构主体成为一 体。 2. The lightweight composite floor slab according to claim 1, characterized in that the floor slab further includes an anti-cracking net, and the anti-cracking net is embedded in the main body of the structure and integrated with the main body of the structure.
3、 根据权利要求 1或 2所述的轻型复合楼板， 其特征在于其中所述的 楼板包括板体、 结构主体、 防裂网和连接件组成； 所述的防裂网嵌于结构 主体之中， 和结构主体成为一体； 所述的结构主体设于板体之上， 板体和 结构主体通过连接件连接在一起。 3. The lightweight composite floor slab according to claim 1 or 2, characterized in that the floor slab includes a panel body, a structural main body, an anti-cracking net and connectors; the anti-cracking net is embedded in the structural main body. , integrated with the structural main body; the structural main body is arranged on the plate body, and the plate body and the structural main body are connected together through connecting pieces.
4、 根据权利要求 3所述的轻型复合楼板， 其特征在于其中所述的结构 浆构成， 所述的防裂网嵌于混凝土或水泥砂浆中，
Figure imgf000008_0001
 4. The lightweight composite floor slab according to claim 3, characterized in that the structural slurry is formed, and the anti-cracking net is embedded in concrete or cement mortar,
Figure imgf000008_0001
根据权利要求 4所述的轻型复合楼板， 其特征在于其中所述的楼板 进一步通过所述的连接件固定在檩条或 i条上。 The lightweight composite floor slab according to claim 4, wherein the floor slab is further fixed on the purlins or i-bars through the connectors.
6、 根据权利要求 5所述的轻型复合楼板， 其特征在于其中所述的檩条 或裕条选自木檩条或桁条， 或选自冷弯薄壁型钢檩条或桁条， 所述檩条或 桁条的间隔小于 180厘米。 6. The lightweight composite floor slab according to claim 5, wherein the purlins or slacks are selected from wooden purlins or stringers, or from cold-formed thin-walled steel purlins or stringers, and the purlins or stringers The bars are spaced less than 180 cm apart.
7、 根据权利要求 5所述的轻型复合楼板， 其特征在于其中所述的板体 选自波浪形板材或折叠形状的板材。 7. The lightweight composite floor panel according to claim 5, wherein the panel body is selected from corrugated panels or folded-shaped panels.
8、 根据权利要求 5、 6或 7所述的轻型复合楼板， 其特征在于其中所 述的连接件为钻尾丝， 所述的钻尾丝将所述的檩条或桁条、 所述的金属板 和结构主体固定在一起； 所述的钻尾丝选自普通钻尾丝或隔板钻尾丝。 8. The lightweight composite floor slab according to claim 5, 6 or 7, characterized in that the connector is a drill tail wire, and the drill tail wire connects the purlins or stringers, the metal The plate and the structural body are fixed together; the drill tail wire is selected from ordinary drill tail wire or partition drill tail wire.
9、 根据权利要求 8所述的轻型复合楼板， 其特征在于其中所述的钻尾 丝主体的外层设有套管， 钻尾丝和板体接触处设有垫片或胶垫。 9. The lightweight composite floor slab according to claim 8, characterized in that the outer layer of the main body of the drill tail wire is provided with a casing, and a gasket or a rubber pad is provided at the contact point between the drill tail wire and the board body.
10、 根据权利要求 7所述的轻型复合楼板， 其特征在于其中所述的波 浪形板材或折叠形状的板材的厚度为 0. 2毫米 -1. 0毫米； 所述板材沟槽深 度为 30毫米 -50毫米；所述结构主体和板材形成的所述楼板的厚度为 40毫 米- 80毫米。 10. The lightweight composite floor slab according to claim 7, wherein the thickness of the corrugated plate or the folded plate is 0.2 mm-1.0 mm; the groove depth of the plate is 30 mm. -50 mm; the thickness of the floor slab formed by the structural body and the panels is 40 mm - 80 mm.
PCT/CN2014/071606 2013-02-04 2014-01-28 Light composite floor slab WO2014117719A1 (en)

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CN103114668A (en) * 2013-02-04 2013-05-22 谢英俊 Light type composite floor
CN103790231A (en) * 2014-01-24 2014-05-14 成都常民世纪建筑科技有限公司 Light steel roof truss with continuous structural beams
US11713576B2 (en) 2014-01-24 2023-08-01 Ying Chun Hsieh Three-dimensional lightweight steel framing system formed by bi-directional continuous double beams
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US20090188185A1 (en) * 2008-01-24 2009-07-30 Nucor Corporation Balcony structure
CN103114668A (en) * 2013-02-04 2013-05-22 谢英俊 Light type composite floor
CN203080771U (en) * 2013-02-04 2013-07-24 谢英俊 Light composite floorslab

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US3600868A (en) * 1969-02-28 1971-08-24 Illinois Tool Works Shear connectors
US20090188185A1 (en) * 2008-01-24 2009-07-30 Nucor Corporation Balcony structure
CN103114668A (en) * 2013-02-04 2013-05-22 谢英俊 Light type composite floor
CN203080771U (en) * 2013-02-04 2013-07-24 谢英俊 Light composite floorslab

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