Fabricated steel framework column cap for cylindrical flat slab flat slab flat slab and building

Abstract

The utility model discloses an assembly type steel framework column cap for a cylindrical flat slab flat slab flat slab and a building. The column cap comprises a plurality of splicing units made of steel. Each splicing unit comprises an upper arc-shaped section, a lower arc-shaped section, supporting frames and a supporting plate, the upper arc-shaped section and the lower arc-shaped section are distributed up and down, the inner concave surfaces of the upper arc-shaped section and the lower arc-shaped section are matched with the outer surface of the cylinder, the upper arc-shaped section and the lower arc-shaped section are provided with mounting holes used for being matched with pre-embedded screws on the cylinder, and the supporting frames are distributed and connected between the upper arc-shaped section and the lower arc-shaped section; the supporting plate is arranged on the upper sides of the supporting frame and the upper arc-shaped section; after the splicing units are installed through the installation holes and the embedded screws, the upper arc-shaped sections and the lower arc-shaped sections define a whole circle surrounding cylinder, and the supporting plates define a whole plate to be supported on the lower side of the floor plate. The column cap adopts a fabricated steel skeleton structure, does not need formwork erecting and pouring, is convenient to mount and simple to construct, and saves the material consumption and the construction cost.

Description

Technical Field

[0001] The utility model relates to a building component, in particular to an assembled steel frame column cap and a building for a cylindrical flat plate beamless floor. Background Art

[0002] Reinforced concrete beamless floor systems are widely used in the floors of industrial and civil buildings at home and abroad. They can significantly save the net height and usable space of the floors, but column caps need to be set at the junction of the column top and the bottom of the slab. At present, column caps are in various forms, such as one-step or multi-step rectangular column caps, circular flat column caps, inverted cone column caps, and four-corner inverted cone prism column caps. The above column caps all expand from the bottom of the slab to the top of the column, which not only causes a large loss of reinforced concrete materials, but also makes the formwork construction quite inconvenient. Utility Model Content

[0003] The utility model aims to provide an assembled steel frame column cap for a cylindrical flat-plate beamless floor and a building containing the column cap. The column cap adopts an assembled steel frame structure, does not require formwork and casting, is easy to install, simple to construct, and saves material consumption and engineering cost.

[0004] The technical solution adopted by the utility model is:

[0005] A prefabricated steel skeleton column cap for a cylindrical flat-plate beamless floor comprises a plurality of steel splicing units; the splicing units comprise an upper arc section, a lower arc section, a support frame and a support plate, the upper arc section and the lower arc section are distributed up and down and the inner concave surfaces of the two are matched with the outer surface of the cylinder, the upper arc section and the lower arc section are provided with mounting holes for matching with pre-embedded screws on the cylinder, the support frame is distributed and connected between the upper arc section and the lower arc section, and the support plate is arranged on the upper side of the support frame and the upper arc section; after each splicing unit is installed through the mounting holes and the pre-embedded screws, each upper arc section and each lower arc section form a whole circle to surround the cylinder, and each support plate forms a whole plate to support the lower side of the floor panel.

[0006] Preferably, the support frame is in the shape of a right triangle, one right-angled side of which serves as a support for the lower portion of the support plate, the other right-angled side is fixedly connected to the upper arc segment and the lower arc segment, and the hypotenuse serves as an oblique support below the support plate.

[0007] Preferably, the embedded screw rod is connected to the internal steel bars of the column.

[0008] A building adopts a cylindrical flat plate beamless floor structure, including the above-mentioned assembled steel frame column cap for the cylindrical flat plate beamless floor.

[0009] The beneficial effects of the utility model are:

[0010] The column cap adopts an assembled steel frame structure, which does not require formwork and pouring. It is easy to install and simple to construct, saving material usage and project cost, and avoiding shear damage to the floor panel caused by the column when the load is large. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 The utility model is a schematic diagram of the installation of the assembled steel frame column cap for the cylindrical flat plate beamless floor in the embodiment of the present invention.

[0012] In the figure: 1-column; 2-floor panel; 3-upper arc section; 4-lower arc section; 5-support frame; 6-support plate; 7-installation hole. DETAILED DESCRIPTION

[0013] The utility model is further described below in conjunction with the accompanying drawings and embodiments.

[0014] Embodiment 1

[0015] This embodiment discloses an assembled steel frame column cap for a cylindrical flat-plate beamless floor, comprising a plurality of steel splicing units; wherein: Figure 1 As shown, the splicing unit includes an upper arc segment 3, a lower arc segment 4, a support frame 5 and a support plate 6. The upper arc segment 3 and the lower arc segment 4 are distributed up and down and the inner concave surfaces of the two are matched with the outer surface of the cylinder 1. The upper arc segment 3 and the lower arc segment 4 are provided with mounting holes 7 for matching the embedded screws on the cylinder 1. The support frame 5 is distributed and connected between the upper arc segment 3 and the lower arc segment 4, and the support plate 6 is arranged on the upper side of the support frame 5 and the upper arc segment 3; after each splicing unit is installed through the mounting holes 7 and the embedded screws, each upper arc segment 3 and each lower arc segment 4 form a whole circle to surround the cylinder, and each support plate 6 surrounds the whole plate and supports the lower side of the floor panel 2.

[0016] During installation: first calculate the size of each component in the splicing unit according to the stress conditions, and prefabricate the splicing unit, then construct the column 1 and the floor panel 2, set the embedded screws when supporting the formwork, and after the construction is completed, use the embedded screws and the installation holes 7 to install the splicing unit, so that the floor panel 2, the column 1 and each splicing unit form an integral force.

[0017] In this embodiment, preferably: Figure 1 As shown, the support frame 5 is a right triangle, one of which is a right-angled side as a support for the lower part of the support plate 6, the other right-angled side is fixedly connected to the upper arc segment 3 and the lower arc segment 4, and the hypotenuse is used as a diagonal support under the support plate 6; the embedded screw is connected to the internal steel bars of the column 1.

[0018] The number of splicing units is set according to actual conditions. When the size of the cylinder 1 is larger, more splicing units are used.

[0019] The column cap adopts an assembled steel frame structure, which does not require formwork and pouring, is easy to install and simple to construct, saves material usage and project cost, and avoids shear damage to the floor panel 2 caused by the column 1 when the load is large.

[0020] The present application also discloses and protects a building which adopts a cylindrical flat-plate beamless floor structure, including the above-mentioned assembled steel frame column caps for the cylindrical flat-plate beamless floor.

[0021] The embodiments described above are part of the embodiments of the present application, rather than all of the embodiments. The detailed description of the embodiments of the present application is not intended to limit the scope of the present application for protection, but merely represents the selected embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present application.

Claims

1. An assembled steel frame column cap for a cylindrical flat-plate beamless floor, characterized in that: It comprises a number of steel splicing units; the splicing units comprise an upper arc segment, a lower arc segment, a support frame and a support plate; the upper arc segment and the lower arc segment are distributed up and down and their inner concave surfaces match the outer surface of the cylinder; the upper arc segment and the lower arc segment are provided with mounting holes for matching the embedded screws on the cylinder; the support frame is distributed and connected between the upper arc segment and the lower arc segment; the support plate is arranged on the upper side of the support frame and the upper arc segment; after each splicing unit is installed through the mounting holes and the embedded screws, each upper arc segment and each lower arc segment form a whole circle to surround the cylinder, and each support plate forms a whole plate to support the lower side of the floor panel.

2. The assembled steel frame column cap for cylindrical flat-plate beamless floor as claimed in claim 1, characterized in that: The support frame is in the shape of a right triangle, one right-angled side of which is used as a support for the lower part of the support plate, the other right-angled side is fixedly connected to the upper arc section and the lower arc section, and the hypotenuse is used as an oblique support below the support plate.

3. The assembled steel frame column cap for cylindrical flat-plate beamless floor as claimed in claim 1, characterized in that: The embedded screw rod is connected to the internal steel bar of the column.

4. A building, characterized in that: A cylindrical flat-plate beamless floor structure is adopted, comprising an assembled steel frame column cap for a cylindrical flat-plate beamless floor as claimed in any one of claims 1 to 3.

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