Design and Rapid Construction Method for Flush Assembly of the Prefabricated Steel Beam and the Floor Slab

Abstract

A new design and rapid construction method for flush assembly of prefabricated steel beams and floor slabs is disclosed. The upper flange of prefabricated steel beams is shaped, which consists of horizontal flange, vertical flange and top flange. Both beam stiffeners and studs are set on the horizontal flange, in which the former can strengthen the bearing capacity of the beam and avoid its local deformation, and the latter can fix the floor slab; prefabricated studs and precast concrete inside the vertical flange in the factory are used to constrain the deformation of upper flange. There is no limitation with respect to the form of floor slab, which is connected with the prefabricated steel beam by hitching the prefabricated rebar ring of the floor slab to the welded studs of the upper flange of the prefabricated steel beam.

Claims

1. A flush assembly design method of prefabricated steel beams and floor slabs, wherein the prefabricated assembly beam-slab substructure comprises reinforced concrete floor slab (1), prefabricated steel beam (2) and cast-in-place concrete (3) between beams and slabs; the prefabricated rebar ring (4) is arranged at the end of the reinforced concrete floor slab (1), which is used to connect the vertical pre-welded studs (5) of the prefabricated steel beam (2); the upper flange of the prefabricated steel beam (2) is shaped and consists of horizontal flange (6), vertical flange (7) and top flange (8); the height of the vertical flange (7) is the same as the thickness of the reinforced concrete floor slab (1); beam stiffener (9) is arranged on horizontal flange (6) to improve the stiffness and bearing capacity of horizontal flange (6) and prevent horizontal flange (6) from local deformation; at the same time, the vertical pre-welded studs (5) are welded on the horizontal flange (6); the position of the vertical pre-welded studs (5) corresponds to the prefabricated rebar ring (4) at the end of the reinforced concrete floor slab (1); the inner space composed of vertical flange (7) and top flange (8) is filled with beam flange inner side concrete (10) to prevent the flange from deformation under compression; horizontal pre-welded studs (11) are set inside the vertical flange (7) to fix the beam flange inner side concrete (10) to prevent its falling off.

2. A fast construction method for the flush assembly of prefabricated steel beams and floor slabs, wherein, when the floor slab is a reinforced concrete floor slab, the steps are shown as follows: 1) prefabricate the reinforced concrete floor slab (1) in the factory and set the prefabricated rebar ring (4) at the end of the reinforced concrete floor slab; 2) prefabricate steel beam (2) in the factory: set vertical pre-welded studs (5) and stiffener (9) on horizontal flange (6); the position of vertical pre-welded studs (5) corresponds to the prefabricated rebar ring (4) at the end of reinforced concrete floor slab (1); set horizontal pre-welded studs (11) inside vertical flange (7); 3) invert prefabricated steel beam (2) and taking its vertical flange (7) and top flange (8) as formwork, then complete pouring the beam flange inner side concrete (10) in the factory, and the horizontal pre-welded bolt (11) is set to fix beam flange inner side concrete (10); 4) on-site assembling: put the reinforced concrete floor slab (1) on the horizontal flange (6) of prefabricated steel beam (2) and hitch the prefabricated rebar ring (4) of the reinforced concrete floor slab (1) to the vertical pre-welded bolt (5) one by one; 5) taking the horizontal flange (6), vertical flange (7) of prefabricated steel beam (2) and the side of reinforced concrete floor slab (1) as the formwork, pour concrete (3) in the gap between prefabricated steel beam (2) and reinforced concrete floor slab (1) to complete the construction of beam-slab substructure on site.

3. The fast construction method according to claim 2, wherein the floor stated above is not limited to prefabricated reinforced concrete floor slab (1); when the floor slab is the cast-in-place slab, if scaffolding and supporting formwork are allowed to be used on site, hitch the prefabricated rebar ring (4) at the end of the floor slab to the vertical pre-welded bolt (5) one by one after finishing supporting formwork, and then pour the concrete on site; if there is no scaffolding on site, use steel plate concrete composite floor slab; pre-welding prefabricated rebar ring (4) at the end of the steel plate or profiled steel plate in the factory, and connecting prefabricated rebar ring (4) of steel plate with vertical pre-welded bolt (5) of prefabricated steel beam (2) during on-site assembly, then pouring concrete on site with steel plate as formwork.

Description

DRAWINGS

[0017] FIG. 1 is a schematic diagram of the prefabricated assembled beam and slab which will be poured by small amount of concrete on site.

[0018] FIG. 2 is a schematic diagram of the prefabricated assembly beam-slab substructure of the invention after the flush construction is accomplished.

[0019] FIG. 3 is a schematic diagram of the prefabricated steel beam of the invention before concrete is poured in the factory.

[0020] FIG. 4 is a schematic diagram of the prefabricated steel beam of the invention after concrete is poured in the factory.

[0021] FIG. 5 is a schematic diagram of the prefabricated reinforced concrete floor slab and the prefabricated rebar ring at the end of the floor slab.

[0022] FIG. 6 is a schematic diagram of the state before concrete is poured on site with steel plate as a formwork when steel plate concrete composite floor slab is used in the invention.

[0023] Where: 1 reinforced concrete floor slab; 2 prefabricated steel beam; 3 concrete; 4 prefabricated rebar rings; 5 vertical pre-welded stud; 6 horizontal flange; 7 vertical flange; 8 top flange; 9 beam stiffener; 10 beam flange inner side concrete; 11 horizontal pre-welded stud; 12 bottom steel plate when the floor slab is steel plate concrete composite slab.

DETAILED DESCRIPTION

[0024] In order to make the above features and advantages of the invention more understandable, in conjunction with the attached drawings, the technical solution of the invention is described in detail below through taking the prefabricated reinforced concrete floor as an example.

[0025] As shown in FIG. 1-5, steel prefabricated rebar ring 4 is set at the end of reinforced concrete floor slab 1 to connect with vertical pre-welded stud 5 of prefabricated steel beams 2; the upper flange of the prefabricated steel beam 2 is shaped, which consists of horizontal flange 6, vertical flange 7 and top flange 8, wherein the height of the vertical flange 7 is the same as the thickness of the reinforced concrete floor slab 1; beam stiffener 9 is arranged on the horizontal flange 6 to improve the stiffness and bearing capacity as well as prevent it from local deformation; at the same time, vertical pre-welded studs 5 are set on the horizontal flange 6, whose position corresponds to the prefabricated rebar ring 4 of the reinforced concrete floor slab 1; the inner space composed of the vertical flange 7 and the top flange 8 is cast with the beam flange inner side concrete 10 to prevent the flange from deformation under compression; the horizontal pre-welded studs 11 are arranged at the inner side of the vertical flange 7 to fix the beam flange inner side concrete 10 to prevent it from falling off.

[0026] The construction is carried out as follows:

[0027] 1) Prefabricate the reinforced concrete floor slab 1 in the factory and set the prefabricated rebar ring 4 at the end of the reinforced concrete floor slab.

[0028] 2) Prefabricate steel beam 2 in the factory: Set vertical pre-welded studs 5 and stiffener 9 on horizontal flange 6; the position of vertical pre-welded studs 5 corresponds to the prefabricated rebar ring 4 at the end of reinforced concrete floor slab 1; set horizontal pre-welded studs 11 inside vertical flange 7.

[0029] 3) Invert prefabricated steel beam 2 and taking its vertical flange 7 and top flange 8 as formwork, then complete pouring the beam flange inner side concrete 10 in the factory, and the horizontal pre-welded bolt 11 is set to fix beam flange inner side concrete 10.

[0030] 4) On-site assembling: Put the reinforced concrete floor slab 1 on the horizontal flange 6 of prefabricated steel beam 2 and hitch the prefabricated rebar ring 4 of the reinforced concrete floor slab 1 to the vertical pre-welded bolt 5 one by one.

[0031] 5) Taking the horizontal flange 6, vertical flange 7 of prefabricated steel beam 2 and the side of reinforced concrete floor slab 1 as the formwork, pour concrete 3 in the gap between prefabricated steel beam 2 and reinforced concrete floor slab 1 to complete the construction of beam-slab substructure on site.