TWI585275B - Light composite floor - Google Patents

Description

Light composite floor

The invention relates to a floor board used in the field of building, in particular to a light composite floor board suitable for light steel construction field or wooden structure house formed by special structural design and plate application.

At present, the cold-formed thin-walled steel structure house slab generally adopts the following technology: the plate is locked on the cold-formed thin-walled steel rafter, and the plate is generally selected as an oriented strand board (OSB board) or a wooden splint or a precast cement board as a substrate, and the floor surface is additionally decorated. deal with. The shortcoming of this technology is that the overall integrity of the floor is not strong, and the floor itself is not waterproof.

The Chinese patent of the patentee No. 200820133842.4 by the patentee 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 and the template. The strength of the bond between the nets. 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 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.

However, this floor also has the following disadvantages.

First of all, the patent floor slab is not easy to be stepped and deformed due to insufficient bearing capacity of the reinforced expanded steel mesh during the construction process.

Secondly, the patent floor slab is easy to leak during construction, which brings trouble to the construction on site.

Third, the patent floor also has the drawback of being waterproof.

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.

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 also 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 structures or wooden structures.

In view of the defects existing in the existing slabs used in light steel construction or wood construction, the inventors have been actively researching and innovating based on the rich practical experience and professional knowledge of designing and manufacturing such products, and with the use of academics. The creation of a new type of lightweight composite floor slab can improve the existing defects of the existing slabs used 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.

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 of a novel structure, the technical problem to be solved is to overcome the existing slabs during the installation process. The shortcomings such as slurry leakage, deformation and cracking, and the molded floor slab have waterproof effect during use, thereby making it 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 the structure body The connection is more secure.

The object of the present invention and solving the technical problems thereof are achieved by the following technical solutions. A lightweight composite floor slab according to the present invention, the slab comprising a plate body, a structural body and The connecting member is composed; 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 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 slab, wherein the slab further comprises a crack-proof net, the crack-proof net is embedded in the structural body and integrated with the structural body.

The light composite floor slab, wherein the floor slab comprises a plate body, a structural body, a crack preventing 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.

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.

The aforementioned lightweight composite floor slab, wherein the floor slab is further fixed to the stringer or stringer by the connecting member.

The lightweight composite slab of the foregoing, wherein the stringers or rafters are selected from the group consisting of rafters or stringers, or are selected from the group consisting of cold-formed thin-walled steel rafters or stringers, the rafters or rafters being spaced less than 180 cm apart.

The aforementioned lightweight composite floor slab, wherein the plate body is selected from the group consisting of a wavy plate or a folded plate.

The aforementioned lightweight composite floor, wherein the connecting member is a tail wire, the tail wire fixing 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.

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.

In the foregoing lightweight composite floor, wherein the wavy plate or the folded plate has a thickness of 0.2 mm to 1.0 mm; the plate groove has a groove depth of 30 mm to 50 mm; and the structural body and the sheet are formed. The thickness of the floor is 40 mm to 80 mm.

The present invention has significant advantages and advantageous effects over the prior art. It can be seen from the above technical solutions that in order to achieve the foregoing object, the main technical content of the present invention is as follows: The present invention provides a lightweight composite floor panel in which the plate body is made of a wavy metal plate, and the preferred thickness of the metal wave plate material is The wavy sheet is galvanized or other metal sheet with a rustproof coating of 0.2 mm to 1.0 mm.

In one embodiment of the invention, the stringer or stringer may alternatively be formed by folding a thin-walled steel bay of the cold bay or made of wood.

In one embodiment of the invention, the stringers or stringers span 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 welded. In order to overcome the problems existing in the prior art, a tail wire is used in one embodiment of the present invention, thereby achieving fastening of the plate body and tight bonding of the plate body and the concrete.

In one embodiment of the present invention, a self-tapping screw having a pull-out resistance is combined with a plate body (optionally a corrugated metal plate) and a structural body (optionally a cement mortar), instead of the prior art (such as a Chinese patent) ZL200820133842.4) is a method in which a dental plate is combined with a metal plate and a cement mortar.

It can be seen from the above that the present invention relates to a lightweight composite floor panel comprising a plate body, a structural body, a crack-proof net and a connecting member; the crack-proof mesh is embedded in the structural body and integrated with the structural body; The structural body is disposed above the plate body, and the plate body and the structural body are connected together by a connecting member. The lightweight composite floor board provided by the invention does not leak during the actual installation process The pulp, no deformation, no cracking, and excellent waterproof performance.

With the above technical solution, the lightweight composite floor board of the invention has at least the following advantages:

(1) The floor slab of the present invention is cast-in-place and has a strong integrity.

(2) The wavy metal plate used in the preferred embodiment of the present invention is aesthetically pleasing and does not require a ceiling.

(3) The floor of the present invention is not easily cracked.

(4) The floor panel of the present invention is not easy to adopt and change during construction.

(5) The floor of the present invention does not leak slurry during construction.

(6) The floor of the invention has good waterproof performance.

In summary, the lightweight composite floor slab of the special structure of the present 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. Great improvement in structure or function, great advancement in technology, and good and practical effects, and more advanced functions than existing floor slabs, thus more suitable for practical use, and industry The wide use value, sincerely a new, progressive, practical new design.

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 can be 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 accompanying drawings.

1‧‧‧Structural subject

2‧‧‧Connecting parts

3‧‧‧Anti-cracking net

4‧‧‧ board

5‧‧‧Chaet or purlin

6‧‧‧Drilling wire

7‧‧‧ casing

8‧‧‧shims

Figure 1 is a schematic cross-sectional view of a preferred embodiment of the present invention along the direction of a stringer or stringer.

2 is a schematic view showing a combination of a lightweight composite floor slab and a purlin or a purlin according to a preferred embodiment of the present invention; and FIG. 2(a) is a view showing a purlin or purlin for a wooden structure, FIG. 2(b) ) is the rafter or purlin of the cold-formed thin-walled steel used for light steel structures.

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 drill tail wire; Figure 3 (a) is a schematic exploded view of the connecting member, and Figure 3 (b) shows It is intended to be a schematic diagram of the combination of the connector and 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; Fig. 4(a) is a schematic exploded view of the connecting member, and Fig. 4(b) is a schematic view It is a schematic diagram of the joint of the connecting piece and the plate body.

Fig. 5 is a schematic view showing a connecting member used in the embodiment of the present invention; Fig. 5(a) is a schematic view of a conventional drill tail wire; and Fig. 5(b) is a schematic view of a splitter tail wire.

Fig. 6 shows a further schematic view of the combination of the connector and the plate body.

Fig. 7 shows a plate of a different shape used in the preferred embodiment of the invention; Fig. 7(a) shows a wavy plate, and Fig. 7(b) shows a folded plate.

In order to further explain the technical means and effects 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.

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. Connection with connectors, etc.

As shown in Fig. 1, there is shown a schematic cross-sectional view of a preferred embodiment of the invention along the direction of the stringer or stringer. The plate body 4 is a wavy 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. It can also be seen from Fig. 1 that in the present embodiment, the crack preventing net 3 is embedded in the structural body 1 to avoid cracking of the structural body in practical use. The anti-cracking net 3 described therein may be a metal mesh, the size of the metal mesh, and the diameter of the wire constituting the metal mesh is preferably within 1.5 mm.

As shown in Fig. 2, in the embodiment of the present invention, the purlin or purlin 5 may be a purlin or purlin for a wooden structure house, or may be a cold-formed thin-walled steel for a light steel structure. Article or purlin.

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 in use, the sleeve portion is sleeved with a sleeve 7, and a gasket 8 is added to the portion where the plate body 4 is joined, wherein the gasket 8 can also be padded. instead.

Shown in Fig. 4 is a tailing wire 6 used in another embodiment, the tailing wire 6 being a bulkhead 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 connector 2 and the plate 4 in the practice of the present invention is further shown.

In the embodiment of the present invention, a plurality of shapes of the plate body 2 designed according to specific needs may be used, and preferably the wavy plate body or the folded plate body shown in Fig. 7 is used. 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.

The above is only a 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. A person skilled in the art can make some modifications or modifications to equivalent embodiments by using the above-disclosed technical contents without departing from the technical scope of the present invention. It is still within the scope of the technical solution of the present invention to make any simple modifications, equivalent changes and modifications to the above embodiments.

1‧‧‧Structural subject

2‧‧‧Connecting parts

3‧‧‧Anti-cracking net

4‧‧‧ board

5‧‧‧Chaet or purlin

Claims (7)

A lightweight composite floor slab for light steel construction or wood construction, comprising 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 pass the connection The pieces are connected together; wherein the plate body is selected from the group consisting of a corrugated plate or a folded-shaped plate having a thickness of 0.2 mm to 1.0 mm; and the groove depth of the plate is 30 mm. 50 mm; the structural body and the floor formed by the sheet have a thickness of 40 mm to 80 mm. The lightweight composite floor panel of claim 1 further comprising a crack-proof mesh embedded in the structural body and integral with the structural body. The lightweight composite floor slab according to claim 2, wherein the structural body is made of concrete or cement mortar, and the crack-proof net is embedded in concrete or cement mortar, and is integrated with the structural body. The lightweight composite floor slab of claim 3, wherein the slab is further secured to the stringers or stringers by the connector. The lightweight composite floor slab of claim 4, wherein the rafter or the rafter 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 rafter or stringer, the rafter or the rafter being spaced less than 180 cm apart . The lightweight composite floor slab of claim 4 or 5, wherein the connecting member is a tailing wire, the tailing wire fixing the stringer or the stringer, the plate body and the structural body together; the tailing wire is Ordinary drill tail wire. The lightweight composite floor slab of claim 6, wherein the outer layer of the body of the tail wire is provided with a sleeve, the sleeve end further protruding to form a plate.