CN206562795U - Steel structure building and its purlin reinforcement system - Google Patents

Abstract

The utility model discloses a steel construction building and purlin system of consolidating thereof, the purlin system of consolidating includes: the purlines are arranged at intervals; the supporting and reinforcing parts are respectively connected with two adjacent purlins, each supporting and reinforcing part at least comprises a web plate, and the width direction of the web plate is oriented along the same direction as the width direction of one side surface of the purlin connected with the web plate and used for being connected with the supporting and reinforcing parts. According to the utility model discloses purlin system of consolidating has advantages such as stability is strong, bearing capacity height.

Description

Steel structure building and its purlin reinforcement system

technical field

The utility model relates to the technical field of construction engineering, in particular to a purlin reinforcement system and a steel structure building with the purlin reinforcement system.

Background technique

In the light steel structure buildings in the related art, the roof purlins are connected and reinforced by setting single-layer or double-layer braces, but the purlins are prone to premature instability, resulting in low bearing capacity.

Utility model content

The utility model aims to solve one of the above-mentioned technical problems in the prior art at least to a certain extent. For this reason, the utility model proposes a purlin reinforcement system, which has the advantages of strong stability and high bearing capacity.

The utility model also proposes a steel structure building with the purlin reinforcement system.

In order to achieve the above purpose, according to the embodiment of the first aspect of the present invention, a purlin reinforcement system is proposed, the purlin reinforcement system includes: a plurality of purlins, a plurality of purlins are arranged at intervals; a support reinforcement, the support reinforcement The parts are respectively connected with two adjacent ones of the plurality of purlins, and the supporting and reinforcing parts at least include webs, and the width direction of the webs is used to connect the supporting and reinforcing parts on the purlins connected to the webs. The width direction of one side surface of the member is oriented in the same direction.

The purlin reinforcement system according to the embodiment of the utility model has the advantages of strong stability and high bearing capacity.

In addition, the purlin reinforcement system according to the above-mentioned embodiments of the present invention may also have the following additional technical features:

According to an embodiment of the present invention, the supporting reinforcement further includes a flange plate extending from the web in a direction perpendicular to the web.

According to an embodiment of the present utility model, the support reinforcement is C-shaped steel or Z-shaped steel.

According to an embodiment of the present utility model, each end of the support reinforcement is connected to the purlin through an angle steel.

According to an embodiment of the present invention, the angle steel is an L-shaped steel, and the two plates constituting the L-shaped steel are respectively connected with the purlin and the web.

According to an embodiment of the present invention, the purlins are C-shaped steel or Z-shaped steel.

According to an embodiment of the present invention, the length direction of the plurality of purlins is oriented transversely and the width direction of the surface for connecting the supporting reinforcement is oriented vertically, the length direction of the web is oriented longitudinally and The width direction is oriented vertically.

According to an embodiment of the present utility model, the length direction of the supporting reinforcement is perpendicular to the length direction of the connected purlins.

According to an embodiment of the present invention, there are a plurality of support reinforcements arranged at intervals along the length direction of the purlin.

According to the embodiment of the second aspect of the utility model, a steel structure building is provided, and the steel structure building includes the purlin reinforcement system according to the embodiment of the first aspect of the utility model.

The steel structure building according to the embodiment of the utility model has the advantages of high bearing capacity, stability and reliability by using the purlin reinforcement system according to the embodiment of the first aspect of the utility model.

Description of drawings

Fig. 1 is a schematic structural view of a purlin reinforcement system according to an embodiment of the present invention.

Fig. 2 is a schematic structural view of a purlin reinforcement system according to an embodiment of the present invention.

Fig. 3 is a schematic diagram of the local structure of the purlin reinforcement system according to the embodiment of the present invention

Fig. 4 is a schematic structural view of the angle steel of the purlin reinforcement system according to the embodiment of the present invention

Reference numerals: purlin reinforcement system 1 , purlin 100 , purlin surface 110 for connecting support reinforcements, support reinforcement 200 , web 210 , flange plate 220 , angle steel 300 .

detailed description

Embodiments of the present invention are described in detail below, examples of which are shown in the drawings, wherein the same or similar reference numerals represent the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the figures are exemplary and are intended to explain the present invention, but should not be construed as limiting the present invention.

In describing the present invention, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "Back", "Left", "Right", "Vertical", "Horizontal", "Top", "Bottom", "Inner", "Outer", "Clockwise", "Counterclockwise", "Axial" The orientation or positional relationship indicated by , "radial", "circumferential", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the utility model and simplifying the description, rather than indicating or implying the referred device Or elements must have a specific orientation, be constructed and operate in a specific orientation, and thus should not be construed as limiting the invention.

In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, the features defined as "first" and "second" may explicitly or implicitly include at least one of these features. In the description of the present utility model, "plurality" means at least two, such as two, three, etc., unless otherwise specifically defined.

The following describes the purlin reinforcement system 1 according to the embodiment of the present invention with reference to the accompanying drawings.

As shown in FIGS. 1-4 , the purlin reinforcement system 1 according to the embodiment of the present invention includes a plurality of purlins 100 and support reinforcements 200 .

A plurality of purlins 100 are arranged at intervals. The support reinforcement 200 is respectively connected with two adjacent purlins 100, the support reinforcement 200 at least includes a web 210, and the width direction of the web 210 is used for connecting the support on the purlin 100 connected with the web 210. The width direction of one side surface 110 of the reinforcing member 200 is oriented in the same direction. In other words, the purlin 100 has a surface 110 for connecting support reinforcements, and the width direction of the web 210 is oriented along the width direction of the surface 110 . For example, the width direction of the surface 110 of the purlin to which the support reinforcement is attached may be oriented in a vertical direction, and the width direction of the web 210 may also be oriented in a vertical direction. What needs to be understood here is that the width direction of the web 210 refers to the width direction when the web 210 is viewed as a plane without calculating the thickness, and the width direction corresponds to the length direction, and refers to the shorter length in the two directions.

According to the purlin reinforcement system 1 of the embodiment of the present utility model, by setting the support reinforcement 200, compared with the way of connecting the purlins with single-layer braces or double-layer braces in the related art, the support reinforcement 200 can not only bear the tensile stress, but also Can withstand compressive stress, compared with the use of braces that can only withstand tensile stress, it can prevent the purlin 100 from shifting or deforming under the action of tensile stress and compressive stress, and improve the stability of each purlin 100, so that the steel can be guaranteed Stability and reliability of structural buildings.

Moreover, by setting the web plate 210, the width direction of the web plate 210 is oriented along the width direction of the surface 110, and the purlin 100 can be positioned and reinforced in this direction by using the web plate 210. In this way, the instability of the purlin 100 can be avoided, and a plurality of purlins 100 can be connected into a stable structure, thereby further improving the stability of the steel structure building and the bearing capacity of the steel structure building.

Therefore, the purlin reinforcement system 1 according to the embodiment of the present invention has the advantages of strong stability and high bearing capacity.

The following describes the purlin reinforcement system 1 according to a specific embodiment of the present invention with reference to the accompanying drawings.

In some specific embodiments of the present invention, as shown in FIGS. 1-4 , the purlin reinforcement system 1 according to the embodiment of the present invention includes a plurality of purlins 100 and supporting reinforcements 200 .

The support reinforcement 200 also includes a flange plate 220 extending from the web 210 in a direction perpendicular to the web 210 . In this way, the web 210 can be reinforced by the flange plate 220 to prevent the web 210 from being deformed when subjected to stress, thereby ensuring the connection and reinforcement effect of the web 210 to the purlin 100 .

Specifically, as shown in FIG. 3 , the support reinforcement 200 is C-shaped steel or Z-shaped steel. In other words, the support reinforcement 200 may comprise a web 210 and two flange plates 220 extending in the same or opposite directions. This can not only further improve the structural strength and stability of the support reinforcement 200 , but also facilitate the processing and manufacture of the support reinforcement 200 .

Advantageously, as shown in FIGS. 1-4 , each end of the support reinforcement 200 is connected to the purlin 100 through an angle steel 300 . This can facilitate the connection of the support reinforcement 200 and the purlin 100 .

Specifically, the angle steel 300 can be connected to the purlin 100 and the supporting reinforcement 200 through self-tapping screws respectively. This not only facilitates the installation of the purlin reinforcement system 1 , but also prevents the self-tapping screws from loosening, further improving the reliability and stability of the purlin reinforcement system 1 .

More specifically, as shown in FIG. 4 , the angle steel 300 is an L-shaped steel and the two plates constituting the L-shaped steel are connected to the purlin 100 and the web 210 respectively. This not only facilitates the connection of the angle steel 300 with the purlin 100 and the supporting reinforcement 200 , but also facilitates the processing and manufacturing of the angle steel 300 .

Optionally, as shown in FIG. 2 , the purlin 100 is C-shaped steel or Z-shaped steel. In this way, not only the structural strength and stability of the purlin 100 can be ensured, but also the processing and manufacture of the purlin 100 can be facilitated.

Specifically, the purlin 100 includes at least a purlin web, and the two plates of the angle steel 300 constituting the L-shaped steel are respectively connected to the purlin web and the web 210 .

Figures 1-4 show a purlin reinforcement system 1 according to a specific example of the present invention. As shown in Figures 1-4, the length direction of a plurality of purlins 100 is oriented transversely and the width direction of the surface 110 for connecting the supporting reinforcement 200 is oriented vertically, the length direction of the web 210 is oriented longitudinally and the width direction Oriented vertically. It should be understood here that the horizontal and vertical directions include but not limited to the horizontal direction, and the vertical direction includes but not limited to the vertical direction. This can further facilitate the connection and reinforcement of the purlin 100 by the web 210 , thereby further improving the stability of the purlin reinforcement system 1 .

Optionally, as shown in FIG. 2 , the length direction of the supporting reinforcement 200 is perpendicular to the length direction of the purlin 100 connected thereto. In this way, when the purlin 100 is subjected to stress, a large force component on the support and reinforcement member 200 can be avoided, thereby further improving the support and reinforcement effect of the support and reinforcement member 200 on the purlin 100 .

Specifically, as shown in FIG. 1 , there are multiple support reinforcements 200 arranged at intervals along the length direction of the purlin 100 . In this way, the purlins 100 can be connected and reinforced by using a plurality of supporting and reinforcing parts 200 , further improving the stability of the purlin reinforcing system 1 .

Specifically, the web 210 and one plate of the angle steel 300 are connected by welding or self-tapping screws. The other plate of the angle steel 300 is connected with the purlin 100 by self-tapping screws.

A steel structure building according to an embodiment of the present invention is described below. The steel structure building according to the embodiment of the utility model includes the purlin reinforcement system 1 according to the above-mentioned embodiment of the utility model.

The steel structure building according to the embodiment of the present invention has the advantages of high bearing capacity, stability and reliability by using the purlin reinforcement system 1 according to the above embodiment of the present invention.

Other configurations and operations of the steel structure building according to the embodiment of the present utility model are known to those skilled in the art and will not be described in detail here.

In this utility model, unless otherwise specified and limited, terms such as "installation", "connection", "connection" and "fixation" should be understood in a broad sense, for example, it can be a fixed connection or a detachable connection. Connected, or integrated; it can be mechanically connected, or electrically connected, or can communicate with each other; it can be directly connected, or indirectly connected through an intermediary, and it can be the internal communication of two components or the interaction relationship between two components , unless expressly defined otherwise. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present utility model according to specific situations.

In the description of this specification, descriptions referring to the terms "one embodiment", "some embodiments", "example", "specific examples", or "some examples" mean that specific features described in connection with the embodiment or example , structures, materials or features are included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the above terms are not necessarily directed to the same embodiment or example. Furthermore, the described specific features, structures, materials or characteristics may be combined in any suitable manner in any one or more embodiments or examples. In addition, those skilled in the art can combine and combine different embodiments or examples and features of different embodiments or examples described in this specification without conflicting with each other.

Although the embodiments of the present invention have been shown and described above, it can be understood that the above-mentioned embodiments are exemplary and should not be construed as limitations of the present invention, and those skilled in the art are within the scope of the present invention. Variations, modifications, substitutions and variations can be made to the above-described embodiments.

Claims (10)

1. A purlin reinforcement system, characterized in that, comprising: A plurality of purlins, a plurality of said purlins are arranged at intervals; Support reinforcements, the support reinforcements are respectively connected with two adjacent purlins among the plurality of purlins, the support reinforcements at least include webs, and the width direction of the webs is connected to the purlins connected to the webs The width direction of the side surface for connecting the supporting reinforcement is oriented in the same direction. 2. The purlin reinforcement system of claim 1, wherein the support reinforcement further comprises a flange plate extending from the web in a direction perpendicular to the web. 3. The purlin reinforcement system according to claim 2, characterized in that, the support reinforcement is C-shaped steel or Z-shaped steel. 4. The purlin reinforcement system according to claim 1, characterized in that, each end of the supporting reinforcement is connected to the purlin through an angle steel. 5 . The purlin reinforcement system according to claim 4 , wherein the angle steel is an L-shaped steel and the two plates constituting the L-shaped steel are respectively connected to the purlin and the web. 6. The purlin reinforcement system according to claim 1, wherein the purlin is C-shaped steel or Z-shaped steel. 7. The purlin reinforcement system according to claim 1, wherein the length direction of the plurality of purlins is oriented transversely and the width direction of the surface for connecting the supporting reinforcement is oriented vertically, the web The length direction of the board is oriented longitudinally and the width direction is vertically oriented. 8. The purlin reinforcement system according to claim 1, characterized in that, the length direction of the supporting reinforcement is perpendicular to the length direction of the connected purlins. 9 . The purlin reinforcement system according to claim 1 , characterized in that, there are a plurality of supporting and reinforcing members arranged at intervals along the length direction of the purlin. 10 . 10. A steel structure building, characterized by comprising the purlin reinforcement system according to any one of claims 1-9.