Track system for building construction

Abstract

The utility model discloses a track system for building construction, which comprises a double-spliced sliding track beam, a track and an artificial walkway, the double-spliced sliding track beam comprises a first steel beam, a second steel beam, a lower reinforcing cover plate, an upper reinforcing cover plate and a bearing stiffening plate; the lower reinforcing cover plate is fixed at the lower parts of the first steel beam and the second steel beam; the upper reinforcing cover plate is fixed at the upper parts of the first steel beam and the second steel beam; the bearing stiffening plate is fixed on one side of the steel beam; the rail is fixed on the upper surface of the upper reinforcing cover plate; the extending direction of the rail is parallel to that of the steel beam; the artificial walkway is arranged on the side, away from the second steel beam, of the first steel beam or on the side, away from the first steel beam, of the second steel beam. In the track system for building construction, the double-spliced sliding track beam has the advantages of being small in section, small in steel consumption, small in installation machinery and easy to install. In addition, an artificial walkway facilitating walking and construction of constructors is arranged, and the construction convenience of the constructors is improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of track systems used in building construction. Background Art

[0002] With the continuous development of modern engineering technology, the requirements for the load-bearing capacity and economic efficiency of building structures are becoming increasingly stringent. Against this backdrop, the application of steel beams in fields such as construction and bridges has attracted widespread attention. Traditional steel beams, such as H-beams and box beams, are widely used due to their strong structure, but they also have some significant shortcomings.

[0003] H-shaped steel track beams and box-type track beams are currently common track support structures, commonly used in heavy-load industrial and civil construction. However, these beams are generally large in cross-section, resulting in a relatively high steel consumption. In practical applications, their heavy weight also increases the amount of mechanical equipment required for installation, reducing installation efficiency. Furthermore, the large size of the structures creates certain difficulties during construction and maintenance, increasing project complexity and cost. Utility Model Content

[0004] The purpose of the utility model is to provide a track system for building construction.

[0005] The technical solution of the present invention to solve the above-mentioned technical problems is as follows: A track system for construction, comprising: a double-jointed sliding track beam, a track and an artificial walkway, the double-jointed sliding track beam comprising a first steel beam, a second steel beam, a lower reinforcing cover plate, an upper reinforcing cover plate and a load-bearing stiffening plate; the first steel beam and the second steel beam are arranged parallel and side by side, the lower reinforcing cover plate is fixed to the lower part of the first steel beam and the second steel beam, and the upper reinforcing cover plate is fixed to the upper part of the first steel beam and the second steel beam; the load-bearing stiffening plate is fixed to the side of the first steel beam away from the second steel beam, and the load-bearing stiffening plate is fixed to the side of the second steel beam away from the first steel beam; the track is fixed to the upper surface of the upper reinforcing cover plate, and the extension direction of the track is parallel to the extension direction of the steel beam; the artificial walkway is arranged on the side of the first steel beam away from the second steel beam or on the side of the second steel beam away from the first steel beam.

[0006] The utility model is a track system for construction as described above, further, the first steel beam and the second steel beam are both I-beams, the lower reinforcement cover plate is fixedly connected to the bottom plate of the I-beam, and the upper reinforcement cover plate is fixedly connected to the top plate of the I-beam.

[0007] In the track system for building construction described above, the load-bearing stiffening plate is further fixed between the top plate and the bottom plate of the I-beam.

[0008] In the track system for building construction described above, the load-bearing stiffening plate is further fixed between the lower reinforcement cover plate and the upper reinforcement cover plate.

[0009] The utility model provides a track system for building construction as described above, further, the track is fixed to the upper surface of the upper reinforcement cover plate through a track pressing plate.

[0010] The track system for construction of the present invention as described above, further, the artificial walkway includes a bottom support frame, a walkway board, a railing column and a railing cross bar, the walkway board is installed in the bottom support frame, one side of the bottom support frame is connected to the lower reinforcement cover plate, the railing column is vertically connected to the other side of the bottom support frame, and the railing cross bar is connected between the railing columns.

[0011] The track system for construction of the present invention as described above, further, the bottom support frame includes a first keel, a second keel and a walkway beam, the first keel and the second keel are arranged in parallel and spaced apart, the walkway beam is connected between the first keel and the second keel, adjacent walkway beams are spaced apart from each other, and the walkway board is installed in the installation space surrounded by the first keel, the second keel and the walkway beam.

[0012] In the track system for construction of the present invention, the double-jointed sliding track beam has the advantages of a smaller cross-section, less steel consumption, relatively smaller installation machinery, and relatively easy installation. In addition, an artificial walkway is provided to facilitate the walking and construction of the construction workers, thereby improving the construction convenience of the construction workers. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] The above and / or other advantages of the present invention will become clearer and easier to understand through the detailed description made in conjunction with the following drawings. These drawings are only illustrative and do not limit the present invention, wherein:

[0014] Figure 1 A schematic diagram of a track system for building construction according to an embodiment;

[0015] Figure 2 A partial schematic diagram of a track system for building construction according to an embodiment;

[0016] Figure 3 This is a schematic diagram of a double-jointed sliding track beam according to an embodiment of the present utility model;

[0017] Figure 4 This is a schematic diagram of an artificial walkway according to an embodiment of the present invention.

[0018] In the accompanying drawings, the components represented by the reference numerals are as follows:

[0019] 1. Double-jointed sliding track beam, 11. First steel beam, 12. Lower reinforcement cover plate, 13. Upper reinforcement cover plate, 14. Load-bearing stiffening plate, 15. Second steel beam, 2. Track, 3. Artificial walkway, 31. Walkway beam, 32. First keel, 33. Walkway plate, 34. Railing column, 35. Railing crossbar, 36. Second keel, 4. Track pressure plate. DETAILED DESCRIPTION

[0020] Hereinafter, embodiments of a track system for building construction according to the present invention will be described with reference to the accompanying drawings.

[0021] The embodiments described herein are specific embodiments of the present invention and are used to illustrate the concept of the present invention. They are illustrative and exemplary and should not be construed as limiting the embodiments and scope of the present invention. In addition to the embodiments described herein, those skilled in the art can also adopt other obvious technical solutions based on the claims and the disclosure of the specification, including technical solutions that adopt any obvious substitutions and modifications to the embodiments described herein.

[0022] The accompanying drawings in this specification are schematic diagrams that assist in illustrating the concepts of the present invention and schematically illustrate the shapes of the various components and their interrelationships. Please note that to clearly illustrate the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. The same reference numerals are used to indicate the same parts.

[0023] Sliding track is a construction facility used in the sliding construction of buildings. During the sliding construction, the structure needs to be divided into strip units, and then the strip units are slid from one end to the other on the sliding track pre-laid in the building, and then assembled into a whole. The sliding track needs to be set up on a stable track beam, and an artificial walkway for people to walk needs to be set up near the sliding track. The following is combined with Figures 1 to 4 The present invention provides a track system for construction according to an embodiment of the present invention, which includes:

[0024] The double-jointed sliding track beam 1 includes a first steel beam 11, a second steel beam 15, a lower reinforcing cover plate 12, an upper reinforcing cover plate 13 and a load-bearing stiffening plate 14; the first steel beam 11 and the second steel beam 15 are arranged in parallel and side by side, the lower reinforcing cover plate 12 is fixed to the lower part of the first steel beam 11 and the second steel beam 15, and the upper reinforcing cover plate 13 is fixed to the upper part of the first steel beam 11 and the second steel beam 15; the load-bearing stiffening plate 14 is fixed to the side of the first steel beam 11 away from the second steel beam 15, and the load-bearing stiffening plate 14 is fixed to the side of the second steel beam 15 away from the first steel beam 11; the first steel beam and the second steel beam are connected into a unified integral structure through the lower reinforcing cover plate and the upper reinforcing cover plate, thereby improving the stability of the track support components and avoiding deformation of the track support components that affects the track performance after the track is compressed. The above-mentioned first steel beam and second steel beam can be square steel, and two square steels of the same specifications are welded side by side, and the lower reinforcing cover plate and the upper reinforcing cover plate are fixed to the lower and upper parts thereof respectively. In a preferred embodiment, the first steel beam 11 and the second steel beam 15 are both I-beams, the lower reinforcing cover plate is fixedly connected to the bottom plate of the I-beam, and the upper reinforcing cover plate is fixedly connected to the top plate of the I-beam. In a further preferred embodiment, the first steel beam is composed of a top plate, a bottom plate and a connecting plate, and the second steel beam is composed of a top plate, a bottom plate and a connecting plate. The top plate of the first steel beam and the top plate of the second steel beam are connected by welding at adjacent positions, and the bottom plate of the first steel beam and the bottom plate of the second steel beam are connected by welding at adjacent positions. The above method can further improve the strength and stability of the assembly composed of the steel beams and the cover plates. Figure 3 As shown, in a specific embodiment where both the first and second steel beams are I-beams, a load-bearing stiffener 14 is fixed between the top and bottom plates of the I-beam. The provision of the load-bearing stiffener prevents deformation of the top plate due to pressure on the I-beam. In another embodiment, the load-bearing stiffener 14 is fixed between the lower reinforcing cover plate 12 and the upper reinforcing cover plate 13. The provision of the load-bearing stiffener prevents deformation of the upper reinforcing cover plate due to pressure. In a preferred embodiment, the width of the upper reinforcing cover plate is greater than that of the top plate, and the width of the lower reinforcing cover plate is greater than that of the bottom plate. The load-bearing stiffener is disposed between the top and bottom plates of the I-beam and between the lower reinforcing cover plate 12 and the upper reinforcing cover plate 13, thereby enhancing the strength and stability of the assembly consisting of the high steel beam and the cover plates. In the most preferred embodiment, the load-bearing stiffener is welded to the adjacent portions of the I-beam connecting plate to further enhance the strength and stability of the assembly.

[0025] Track 2 is fixed on the upper surface of the upper reinforcing cover plate 13 , and the extension direction of track 2 is parallel to the extension direction of the steel beam; in order to prevent the track from detaching or shifting, track 2 is fixed on the upper surface of the upper reinforcing cover plate 13 through a track pressing plate 4 .

[0026] The artificial walkway 3 is arranged on the side of the first steel beam 11 away from the second steel beam 15 or on the side of the second steel beam 15 away from the first steel beam 11. Figure 4 In the illustrated embodiment, the artificial walkway 3 includes a bottom support frame, a walkway board 33, a handrail post 34, and a handrail crossbar 35. The walkway board 33 is installed in the bottom support frame. One side of the bottom support frame is connected to the lower reinforcing cover plate 12. The handrail post 34 is vertically connected to the other side of the bottom support frame. The handrail crossbar 35 is connected between the handrail posts 34. In a preferred embodiment, the bottom support frame includes a first keel 32, a second keel 36, and a walkway beam 31. The first keel 32 and the second keel 36 are arranged in parallel and spaced apart. The walkway beam 31 is connected between the first keel 32 and the second keel 36. Adjacent walkway beams 31 are spaced apart from each other. The walkway board 33 is installed in an installation space enclosed by the first keel 32, the second keel 36, and the walkway beam 31. Preferably, the above-mentioned installation space is a rectangular parallelepiped structure. Correspondingly, the walkway board is a rectangular parallelepiped structure corresponding to the installation space.

[0027] The steps for installing a track system for building construction are as follows:

[0028] 1. The assembly steps of the double-jointed sliding track beam are as follows: (1) Two I-beams (as the first steel beam and the second steel beam) are arranged side by side; (2) Upper and lower reinforcing cover plates are respectively arranged on the upper and lower parts of the double-jointed I-beam, and the I-beam and the cover plates are welded together; (3) On both sides of the assembly formed by the I-beam, the upper and lower reinforcing cover plates, load-bearing stiffening plates are arranged at intervals of 1m, and the load-bearing stiffening plates are respectively welded together with the top and bottom plates of the I-beam, and the upper and lower reinforcing cover plates;

[0029] 2. The steps for assembling the artificial walkway are as follows: (1) Set up the longitudinal and transverse walkway keels (i.e., keels and walkway beams), weld them together, and form a bottom support frame; (2) Set up the walkway slabs in the bottom support frame and weld them together; (3) Set up walkway railing posts corresponding to the outer ends of the walkway beams and weld them together; (6) Set up railing crossbars through the walkway railing posts. The railing crossbars can be made of round steel or steel wire rope. The round steel is fixed with bolts, and the steel wire rope is fixed with rope clips;

[0030] 3. Set up tracks on the double-jointed sliding track beam, fix the tracks with track pressure plates, and weld the track pressure plates to the double-jointed sliding track beams. Set up the double-jointed sliding track beams, set up artificial walkways on the outside of the double-jointed sliding track beams, and weld the walkway beams of the artificial walkway to the reinforcing cover plates under the double-jointed sliding track beams.

[0031] The technical features disclosed above are not limited to the disclosed combinations with other features. Those skilled in the art can also make other combinations between the technical features according to the purpose of the utility model to achieve the purpose of the utility model.

Claims

1. A track system for building construction, characterized in that: include: A double-jointed sliding track beam (1), a track (2) and an artificial walkway (3), wherein the double-jointed sliding track beam (1) comprises a first steel beam (11), a second steel beam (15), a lower reinforcing cover plate (12), an upper reinforcing cover plate (13) and a bearing stiffening plate (14); the first steel beam (11) and the second steel beam (15) are arranged in parallel and side by side, the lower reinforcing cover plate (12) is fixed to the lower part of the first steel beam (11) and the second steel beam (15), and the upper reinforcing cover plate (13) is fixed to the upper part of the first steel beam (11) and the second steel beam (15); the bearing The load-bearing stiffening plate (14) is fixed on the side of the first steel beam (11) away from the second steel beam (15), and the load-bearing stiffening plate (14) is fixed on the side of the second steel beam (15) away from the first steel beam (11); the track (2) is fixed on the upper surface of the upper reinforcing cover plate (13), and the extension direction of the track (2) is parallel to the extension direction of the steel beam; the artificial walkway (3) is arranged on the side of the first steel beam (11) away from the second steel beam (15) or on the side of the second steel beam (15) away from the first steel beam (11).

2. The track system for building construction according to claim 1, characterized in that: The first steel beam (11) and the second steel beam (15) are both I-beams, the lower reinforcement cover plate is fixedly connected to the bottom plate of the I-beam, and the upper reinforcement cover plate is fixedly connected to the top plate of the I-beam.

3. The track system for building construction according to claim 2, characterized in that: The load-bearing stiffening plate (14) is fixed between the top plate and the bottom plate of the I-beam.

4. The track system for building construction according to any one of claims 1 to 3, characterized in that: The load-bearing stiffening plate (14) is fixed between the lower reinforcement cover plate (12) and the upper reinforcement cover plate (13).

5. The track system for building construction according to claim 4, characterized in that: The track (2) is fixed to the upper surface of the upper reinforcement cover plate (13) via a track pressing plate (4).

6. The track system for building construction according to claim 5, characterized in that: The artificial walkway (3) comprises a bottom support frame, a walkway plate (33), a railing column (34) and a railing crossbar (35), wherein the walkway plate (33) is installed in the bottom support frame, one side of the bottom support frame is connected to the lower reinforcement cover plate (12), the railing column (34) is vertically connected to the other side of the bottom support frame, and the railing crossbar (35) is connected between the railing columns (34).

7. The track system for building construction according to claim 6, characterized in that: The bottom support frame includes a first keel (32), a second keel (36) and a walkway beam (31), wherein the first keel (32) and the second keel (36) are arranged in parallel and spaced apart, the walkway beam (31) is connected between the first keel (32) and the second keel (36), adjacent walkway beams (31) are spaced apart from each other, and the walkway plate (33) is installed in an installation space surrounded by the first keel (32), the second keel (36) and the walkway beam (31).

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