Fabricated super-thick raft reinforcing steel bar supporting frame system based on steel structure

Abstract

A fabricated super-thick raft reinforcing steel bar supporting frame system based on a steel structure belongs to super-thick raft reinforcing steel bar supporting frame systems and comprises a base, stand columns, stand column extension pieces, stand column coping connecting pieces, longitudinal horizontal stable connecting rods, transverse horizontal stable connecting rods, longitudinal horizontal top layer reinforcing steel bar shelving beams, transverse horizontal top layer reinforcing steel bar shelving beams and bolt groups. The stand column is installed in the base and fixedly connected. The longitudinal horizontal stabilizing connecting rods and the transverse horizontal stabilizing connecting rods are connected with four-side angle steel connecting lugs outside the base; the stand columns are vertically lengthened through stand column lengthening pieces. The longitudinal horizontal stabilizing connecting rods and the transverse horizontal stabilizing connecting rods are connected with four-side angle steel connecting lugs on the outer sides of the stand column extension pieces; the stand column coping connecting piece is arranged on the top of the stand column. The longitudinal horizontal top-layer steel bar placing beams and the transverse horizontal top-layer steel bar placing beams are connected with channel steel connecting lugs on the four sides of the outer sides of the stand column coping connecting pieces. The utility model meets the assembly type requirement, has the advantages of good integrity, strong bearing capacity, small deformation displacement, safety and reliability, and saves the labor cost.

Description

Technical Field

[0001] The utility model relates to an ultra-thick raft steel bar support frame system based on an assembled steel structure. Background Art

[0002] For modern urban buildings, high-rise buildings are the main component of urban buildings, and the height of buildings is constantly being refreshed. If the geological conditions of the base are good, raft foundations are generally used. In order to meet the force requirements of the foundation, the thickness of the raft of high-rise buildings is generally thicker. For foundations with ultra-thick rafts, the surface reinforcement support methods include steel pipe support and steel bar support. When steel pipe support is used, the hollow inside the steel pipe needs to be filled with grouting, which is not conducive to the construction period and is not economical. When steel bar support is used, especially for ultra-thick rafts with a thickness of ≥3m, the strength and rigidity of the steel bar support are insufficient, which is not conducive to the stability of the support system and is prone to overturning and collapse safety problems. How to ensure the stability and safety of the support system is a major problem that must be solved during the construction process. Utility Model Content

[0003] The technical problem to be solved by the utility model is to provide an ultra-thick raft steel bar support frame system based on steel structure assembly, which is easy to install, meets assembly requirements, has good integrity, reliable quality, safety, saves construction time and saves costs.

[0004] The technical solution adopted by the utility model to solve its technical problems is: an ultra-thick raft slab steel bar support frame system based on steel structure assembly, including a base, columns, column extensions, column top connectors, longitudinal horizontal stabilizing links, transverse horizontal stabilizing links, longitudinal horizontal top steel bar resting beams, transverse horizontal top steel bar resting beams and bolt groups; angle steel connecting ears are welded in the horizontal direction on the four outer sides of the base, and bolt holes are opened on the angle steel connecting ears; the columns are installed in the base and are connected and fixed by the bolt group; the longitudinal horizontal stabilizing links, the transverse horizontal stabilizing links and the angle steel connecting ears on the four outer sides of the base are connected by the bolt group; the The column is vertically extended by a column extension piece, and angle steel connecting ears are welded horizontally on the four outer sides of the column extension piece, and bolt holes are provided on the angle steel connecting ears; the longitudinal horizontal stabilizing link, the transverse horizontal stabilizing link and the angle steel connecting ears on the four outer sides of the column extension piece are connected by a bolt group; the column top connection piece is provided at the top of the column, and channel steel connecting ears are welded horizontally on the four outer sides of the column top connection piece, with the notch facing downward, and bolt holes are provided on the side of the channel steel connecting ears; the longitudinal horizontal top steel bar shelving beam, the transverse horizontal top steel bar shelving beam and the channel steel connecting ears on the four outer sides of the column top connection piece are connected by a bolt group.

[0005] Furthermore, the base is a square steel plate with a steel cup mouth welded on the upper part, and bolt holes are opened on the four sides of the steel cup mouth.

[0006] Furthermore, the column is a channel steel with bolt holes at both ends.

[0007] Furthermore, the upper and lower ends of the column extension piece are provided with socket female ports, a partition is provided in the middle, and bolt holes are opened on the four sides.

[0008] Furthermore, a socket female port is provided at the lower end of the pressure top connector, a partition is provided at the top end, and bolt holes are opened on the four sides.

[0009] Furthermore, the longitudinal horizontal stabilizing link and the transverse horizontal stabilizing link are angle steels with bolt holes provided at both ends.

[0010] Furthermore, the longitudinal horizontal top steel bar resting beam and the transverse horizontal top steel bar resting beam are channel steels with bolt holes at both ends.

[0011] Compared with the prior art, the present invention has the following beneficial effects:

[0012] ① The components can be modularized in a unified standard and processed in the factory; ② They can be directly assembled on site to meet the requirements of prefabrication, which is very convenient to install, saves time and effort, and has a fast construction speed, saving construction period; ③ It eliminates a large amount of welding work on site, saves labor costs, and avoids the safety hazards caused by welding work; ④ The bracket system has good strength, rigidity, stability, strong bearing capacity, small deformation and displacement, reliable quality, and safety. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 This is a schematic structural diagram of an embodiment of the present utility model;

[0014] Figure 2 for Figure 1 A schematic structural diagram of the base of the illustrated embodiment;

[0015] Figure 3 for Figure 1 A schematic diagram of the structure of the assembly of the uprights and base, the longitudinal horizontal stabilizing links, and the transverse horizontal stabilizing links of the illustrated embodiment;

[0016] Figure 4 for Figure 3 Schematic diagram of the assembly of the column and base, longitudinal horizontal stabilizing link, and transverse horizontal stabilizing link;

[0017] Figure 5 for Figure 1 A schematic structural diagram of a column extension piece according to the embodiment shown;

[0018] Figure 6 for Figure 1 A schematic diagram of the structure of the column extension member connected to the column, the longitudinal horizontal stabilizing link, and the transverse horizontal stabilizing link in the embodiment shown;

[0019] Figure 7 for Figure 5 Schematic diagram of the assembly of the column extension piece, the vertical rod, the longitudinal horizontal stabilizing link, and the transverse horizontal stabilizing link;

[0020] Figure 8 for Figure 1 Structural diagram of the column top connection member of the embodiment shown

[0021] Figure 9 for Figure 1 A schematic diagram of the structure of the connection between the columns and the column top connectors, the longitudinal horizontal top steel bar resting beams, and the transverse horizontal top steel bar resting beams of the illustrated embodiment;

[0022] Figure 10 for Figure 7 Schematic diagram of the assembly of the columns and column top connectors, the longitudinal horizontal top reinforcement beams, and the transverse horizontal top reinforcement beams;

[0023] Figure 11 for Figure 1 Schematic diagram of working conditions when the embodiment shown is applied;

[0024] Description of reference numerals in the figures:

[0025] 1. Base, 2. Column, 3. Column extension, 4. Column top connector, 5. Longitudinal horizontal stabilizing link, 6. Transverse horizontal stabilizing link, 7. Longitudinal horizontal top reinforcement beam, 8. Transverse horizontal top reinforcement beam, 9. Bolt group, 10. Angle steel connecting ear, 11. Channel steel connecting ear, 12. Raft bottom reinforcement, 13. Raft surface reinforcement. DETAILED DESCRIPTION

[0026] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0027] Reference Figures 1 to 11, an ultra-thick raft steel support frame system based on steel structure assembly, including a base 1, a column 2, a column extension 3, a column top connector 4, a longitudinal horizontal stabilizing link 5, a transverse horizontal stabilizing link 6, a longitudinal horizontal top steel bar shelving beam 7, a transverse horizontal top steel bar shelving beam 8 and a bolt group 9; the four outer sides of the base 1 are horizontally welded with angle steel connecting ears 10, and bolt holes are opened on the angle steel connecting ears 10; the column 2 is installed in the base 1 and is connected and fixed by the bolt group 9; the longitudinal horizontal stabilizing link 5, the transverse horizontal stabilizing link 6 and the four outer angle steel connecting ears 10 of the base are connected by the bolt group 9; the column 2 is connected by the column extension 3 For vertical extension, angle steel connecting ears 10 are welded horizontally on the four outer sides of the column extension piece 3, and bolt holes are provided on the angle steel connecting ears 10; the longitudinal horizontal stabilizing link 5, the transverse horizontal stabilizing link 6 and the angle steel connecting ears 10 on the four outer sides of the column extension piece 3 are connected by a bolt group 9; the column top connection piece 4 is arranged at the top of the column 2, and channel steel connecting ears 11 are welded horizontally on the four outer sides of the column top connection piece 4, with the notch facing downward, and bolt holes are provided on the side of the channel steel connecting ear 11; the longitudinal horizontal top steel bar shelving beam 7, the transverse horizontal top steel bar shelving beam 8 and the channel steel connecting ears 11 on the four outer sides of the column top connection piece 4 are connected by a bolt group 9.

[0028] In this embodiment, the base 1 is a square steel plate with a steel cup welded on the upper portion, and bolt holes are opened on the four sides of the steel cup; the base 1 is welded and fixed to the raft bottom reinforcement 12.

[0029] In this embodiment, the column 2 is a channel steel with bolt holes opened at both ends.

[0030] In this embodiment, the upper and lower ends of the column extension piece 3 are provided with socket female ports, a partition is provided in the middle, and bolt holes are opened on the four sides.

[0031] In this embodiment, the lower end of the pressure top connector 4 is provided with a socket female port, the top end is provided with a partition plate, and the four sides are provided with bolt holes.

[0032] In this embodiment, the longitudinal horizontal stabilizing link 5 and the transverse horizontal stabilizing link 6 are angle steels with bolt holes formed at both ends.

[0033] In this embodiment, the longitudinal horizontal top steel bar resting beam 7 and the transverse horizontal top steel bar resting beam 8 are channel steels with bolt holes opened at both ends.

[0034] In this embodiment, the bolt group 9 is a high-strength bolt group.

[0035] During use, strengthen the deformation observation of the column 2, the longitudinal horizontal top steel bar shelving beam 7, and the transverse horizontal top steel bar shelving beam 8 to ensure safety.

[0036] Although the embodiments of the present invention have been shown and described above, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of protection of the present invention is defined by the appended claims and their equivalents.

Claims

1. An ultra-thick raft slab reinforcement support frame system based on steel structure assembly, characterized by: It includes a base, a column, a column extension piece, a column top connection piece, a longitudinal horizontal stabilizing link, a transverse horizontal stabilizing link, a longitudinal horizontal top steel bar shelving beam, a transverse horizontal top steel bar shelving beam and a bolt group; the four outer sides of the base are horizontally welded with angle steel connecting ears, and bolt holes are opened on the angle steel connecting ears; the column is installed in the base and fixed by the bolt group; the longitudinal horizontal stabilizing link, the transverse horizontal stabilizing link and the four outer side angle steel connecting ears of the base are connected by the bolt group; the column is vertically extended by the column extension piece, and the column extension piece Angle steel connecting ears are welded horizontally on the four outer sides, and bolt holes are provided on the angle steel connecting ears; the longitudinal horizontal stabilizing link, the transverse horizontal stabilizing link and the angle steel connecting ears on the four outer sides of the column extension are connected by a bolt group; the column top connecting piece is arranged at the top of the column, and channel steel connecting ears are welded horizontally on the four outer sides of the column top connecting piece, with the notch facing downward, and bolt holes are provided on the side of the channel steel connecting ear; the longitudinal horizontal top steel bar shelving beam, the transverse horizontal top steel bar shelving beam and the channel steel connecting ears on the four outer sides of the column top connecting piece are connected by a bolt group.

2. The ultra-thick raft slab steel reinforcement support frame system based on steel structure assembly according to claim 1 is characterized by: The base is a square steel plate with a steel cup mouth welded on the upper part, and bolt holes are opened on the four sides of the steel cup mouth.

3. The ultra-thick raft slab reinforcement support frame system based on steel structure assembly according to claim 1 or 2, characterized in that: The column is a channel steel with bolt holes at both ends.

4. The ultra-thick raft slab reinforcement support frame system based on steel structure assembly according to claim 1 or 2, characterized in that: The upper and lower ends of the column extension piece are provided with socket female ports, a partition is provided in the middle, and bolt holes are opened on the four sides.

5. The ultra-thick raft slab reinforcement support frame system based on steel structure assembly according to claim 1 or 2, characterized in that: The lower end of the pressure top connector is provided with a socket female port, the top end is provided with a partition plate, and the four sides are provided with bolt holes.

6. The super-thick raft slab reinforcement support frame system based on steel structure assembly according to claim 1 or 2, characterized in that: The longitudinal horizontal stabilizing link and the transverse horizontal stabilizing link are angle steels with bolt holes provided at both ends.

7. The super-thick raft slab steel reinforcement support frame system based on steel structure assembly according to claim 1 or 2, characterized in that: The longitudinal horizontal top layer steel bar resting beam and the transverse horizontal top layer steel bar resting beam are channel steels with bolt holes at both ends.

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