A steel truss structure for floor slabs

By introducing quick-installation components and support damping components into the floor slab steel truss structure, the problems of inconvenient installation and inflexible connection between floor slabs were solved, achieving efficient installation and improving the stability and seismic performance of the structure.

CN224452037UActive Publication Date: 2026-07-03CSCEC STRAIT CONSTR & DEV +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
CSCEC STRAIT CONSTR & DEV
Filing Date
2025-07-28
Publication Date
2026-07-03

AI Technical Summary

Technical Problem

The existing floor slab steel truss structure is inconvenient to install between floor slabs, and the connection between the floor slab and the steel truss is not flexible enough, resulting in low construction efficiency.

Method used

The system employs quick-installation components and support damping components, including fixed bases, rotating columns, guide pins, support rods, and damping hydraulic rods. The combined use of these components enables rapid connection and stable support between the floor slab and the steel truss, improving installation accuracy and efficiency, and enhancing the seismic performance of the structure.

Benefits of technology

It enables convenient installation and positioning between floor slabs, improves construction efficiency, reduces installation difficulty, ensures the accuracy and stability of the structure, and enhances seismic performance while reducing vibration response.

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Abstract

This utility model relates to the technical field of floor slab steel truss structures, and discloses a floor slab steel truss structure, including a floor slab. A quick-installation assembly is fixedly connected to the top of the floor slab, and a steel truss is fixedly connected to the top of the floor slab. A support and damping assembly is fixedly connected to one side of the steel truss. The quick-installation assembly includes a fixed base fixedly connected to the top of the floor slab, and a hollow cylinder fixedly connected to one side of the fixed base. A rotating column is slidably connected inside the hollow cylinder. The support and damping assembly includes a support rod fixedly connected to one side of the steel truss, a support fixedly connected to the surface of the support rod, and a support column slidably connected to the top of the support. This floor slab steel truss structure, through the quick-installation assembly, achieves convenient installation and positioning, improves construction efficiency, reduces installation difficulty, ensures structural accuracy and stability, and reduces the workload of personnel.
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Description

Technical Field

[0001] This utility model relates to the technical field of floor slab steel truss structure, and in particular to a floor slab steel truss structure. Background Technology

[0002] Steel truss floor slab structures are a type of building structure that combines steel trusses and concrete floor slabs, widely used in multi-story and high-rise buildings. They arose from the need for large spans, lightweight yet high strength, and rapid construction. Traditional concrete structures have limitations in span and construction speed, while pure steel structures, although high in strength, have poor fire and corrosion resistance. Steel truss floor slab structures combine steel trusses with concrete floor slabs, leveraging the high strength and lightweight advantages of steel while utilizing the concrete floor slabs to improve the overall structural rigidity and fire resistance. This structural form is particularly suitable for buildings requiring large spans, rapid construction, and high space utilization, such as stadiums, exhibition halls, industrial plants, and high-rise buildings. With continuous advancements in steel structure design and construction techniques, the application of steel truss floor slab structures in modern architecture is becoming increasingly widespread.

[0003] However, the existing floor slab steel truss structure is not convenient to install between floor slabs and the connection between the floor slab and the steel truss is not flexible enough, which leads to reduced construction efficiency. Utility Model Content

[0004] The purpose of this utility model is to provide a floor slab steel truss structure to solve the problems mentioned in the background art, such as the inconvenience of installation between floor slabs and the lack of flexibility in the connection between the floor slab and the steel truss, which leads to reduced construction efficiency.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a floor slab steel truss structure, comprising a floor slab, a quick-installation assembly fixedly connected to the top of the floor slab, a steel truss fixedly connected to the top of the floor slab, and a support and vibration damping assembly fixedly connected to one side of the steel truss.

[0006] The quick-installation assembly includes a fixed base fixedly connected to the top of the floor slab, a hollow cylinder fixedly connected to one side of the fixed base, and a rotating column slidably connected inside the hollow cylinder.

[0007] The support and damping assembly includes a support rod fixedly connected to one side of the steel truss, a support seat fixedly connected to the surface of the support rod, and a support column slidably connected to the top of the support seat.

[0008] As a further embodiment of this utility model, a guide pin is fixedly connected to one side of the floor slab, and a fixing pin is fixedly connected to another side of the floor slab. The setting of the fixing pin improves the installation accuracy and efficiency.

[0009] As a further embodiment of this utility model, a fixing buckle is fixedly connected to one side of the rotating column, and a guide column is slidably connected inside the fixing buckle. The setting of the guide column improves the installation accuracy and efficiency.

[0010] As a further embodiment of this utility model, a buckle base is fixedly connected to one side of the fixed buckle, and a movable block is slidably connected inside the buckle base. The movable block enables telescopic movement.

[0011] As a further embodiment of this utility model, a second buckle base is fixedly connected to one side of the fixed base, and a locking buckle is fixedly connected to one side of the second buckle base. The locking buckle serves to lock the base in place.

[0012] As a further embodiment of this utility model, a second support rod is slidably connected inside the support, and a steel truss is fixedly connected to one side of the second support rod. The steel truss serves to provide support and fixation.

[0013] As a further embodiment of this utility model, a damping hydraulic rod is fixedly connected to the bottom of the support column, and a spring is fixedly connected to the surface of the damping hydraulic rod. The spring serves as a buffer.

[0014] This utility model provides a steel truss structure for floor slabs, which has the following advantages:

[0015] 1. This floor slab steel truss structure, through the setting of quick installation components, places the steel truss on the fixed base. The locking buckle and the moving column are interlocked, so that the fixed base and the fixed buckle are closed. The steel truss is fixed by the closure of the fixed base and the fixed buckle. The guide pin and the fixed pin are connected, so that the floor slabs can be quickly connected. This achieves the function of convenient installation and positioning, improves construction efficiency, reduces installation difficulty, ensures the accuracy and stability of the structure, and reduces the workload of personnel.

[0016] 2. This floor slab steel truss structure, through the installation of support and damping components, fixes support rod one and support rod two inside the support. The steel truss is fixedly connected by support rod one and support rod two, so that support rod one and support rod two provide support to the steel truss. By moving the support column downward, the support column drives the damping hydraulic rod to move downward. The downward movement of the damping hydraulic rod achieves a buffering effect, improves the seismic performance of the structure, reduces vibration response, and enhances overall stability. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0018] Figure 2 This is a schematic diagram of the disassembled structure of this utility model;

[0019] Figure 3 This is a schematic diagram of the quick-installation component structure of this utility model;

[0020] Figure 4 This is a schematic diagram of the structure of the support and shock absorption component of this utility model.

[0021] In the diagram: 1. Floor slab; 2. Quick-installation assembly; 201. Fixed base; 202. Hollow cylinder; 203. Rotating column; 3. Steel truss; 4. Support and damping assembly; 401. Support rod one; 402. Support; 403. Support column; 5. Guide pin; 6. Fixed pin; 7. Fixed buckle; 8. Guide column; 9. Buckle base one; 10. Moving block; 11. Buckle base two; 12. Locking buckle; 13. Support rod two; 14. Damping hydraulic rod; 15. Spring. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model without creative effort are within the scope of protection of the present utility model.

[0023] Please see Figures 1 to 4 This utility model provides a technical solution: a floor slab steel truss structure, including a floor slab 1, with a quick-installation assembly 2 fixedly connected to the top of the floor slab 1. The quick-installation assembly 2 includes a fixed base 201 fixedly connected to the top of the floor slab 1, a hollow cylindrical column 202 fixedly connected to one side of the fixed base 201, and a rotating column 203 slidably connected inside the hollow cylindrical column 202. The quick-installation assembly 2 facilitates installation and positioning, improves construction efficiency, reduces installation difficulty, ensures structural accuracy and stability, and reduces the workload of personnel. A steel truss 3 is fixedly connected to the top of the floor slab 1, and a support and damping assembly 4 is fixedly connected to one side of the steel truss 3. The support and damping assembly 4 includes a support rod 401 fixedly connected to one side of the steel truss 3, a support 402 fixedly connected to the surface of the support rod 401, and a support column 403 slidably connected to the top of the support 402. The support and damping assembly 4 provides a buffering effect, improves the seismic performance of the structure, reduces vibration response, and enhances overall stability.

[0024] A guide pin 5 is fixedly connected to one side of floor slab 1, and a fixing pin 6 is fixedly connected to the other side of floor slab 1. The setting of fixing pin 6 plays a role in improving installation accuracy and efficiency.

[0025] A fixing buckle 7 is fixedly connected to one side of the rotating column 203. A guide column 8 is slidably connected inside the fixing buckle 7. The setting of the guide column 8 plays a role in improving the installation accuracy and efficiency.

[0026] One side of the fixed buckle 7 is fixedly connected to the buckle base 9, and the inside of the buckle base 9 is slidably connected to the moving block 10. The moving block 10 plays a role in telescopic movement.

[0027] A second snap-fit ​​base 11 is fixedly connected to one side of the fixed base 201, and a locking buckle 12 is fixedly connected to one side of the snap-fit ​​base 11. The locking buckle 12 serves to lock the base.

[0028] The support 402 has a sliding connection to a second support rod 13. A steel truss 3 is fixedly connected to one side of the second support rod 13. The steel truss 3 serves to provide support and fixation.

[0029] A damping hydraulic rod 14 is fixedly connected to the bottom of the support column 403, and a spring 15 is fixedly connected to the surface of the damping hydraulic rod 14. The spring 15 plays a buffering role.

[0030] In this invention, the working steps of the device are as follows:

[0031] First step: Place the steel truss 3 on the fixed base 201, and lock the fixed base 201 and the fixed buckle 7 by locking the locking buckle 12 and the moving block 10. The steel truss 3 is fixed by locking the fixed base 201 and the fixed buckle 7. Connect the guide pin 5 and the fixed pin 6. The floor slabs 1 are quickly connected by connecting the guide pin 5 and the fixed pin 6, so as to achieve convenient installation and positioning.

[0032] The second step is to fix support rod 401 and support rod 13 inside the support 402. The steel truss 3 is fixedly connected by support rod 401 and support rod 13, so that support rod 401 and support rod 13 provide support for the steel truss 3. The support column 403 moves downward, which causes the damping hydraulic rod 14 to move downward. The downward movement of the damping hydraulic rod 14 achieves a buffering effect.

[0033] It should be noted that the device structure and accompanying drawings of this utility model mainly describe the principle of this utility model. In terms of the technical aspects of this design principle, the setting of the power mechanism, power supply system and control system of the device is not fully described. However, under the premise that those skilled in the art understand the principle of the above utility model, the specific details of its power mechanism, power supply system and control system can be clearly understood. The control method in the application document is automatic control through a controller. The control circuit of the controller can be implemented by those skilled in the art through simple programming.

[0034] All standard parts used can be purchased from the market, and can be customized according to the instructions and drawings. The specific connection methods of each part adopt conventional methods such as bolts, rivets, and welding that are mature in the existing technology. The machinery, parts and equipment adopt conventional models in the existing technology, and the structure and principle of the components known to those skilled in the art can be known by those skilled in the art through technical manuals or conventional experimental methods.

[0035] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A steel truss floor slab structure comprising a floor slab (1), characterized in that: The top of the floor slab (1) is fixedly connected to a quick-installation assembly (2), the top of the floor slab (1) is fixedly connected to a steel truss (3), and a support and shock-absorbing assembly (4) is fixedly connected to one side of the steel truss (3). The quick-installation assembly (2) includes a fixed base (201) fixedly connected to the top of the floor slab (1), a hollow cylinder (202) fixedly connected to one side of the fixed base (201), and a rotating column (203) slidably connected inside the hollow cylinder (202). The support and damping assembly (4) includes a support rod (401) fixedly connected to one side of the steel truss (3), a support (402) fixedly connected to the surface of the support rod (401), and a support column (403) slidably connected to the top of the support (402).

2. A steel truss floor panel structure according to claim 1, wherein: A guide pin (5) is fixedly connected to one side of the floor slab (1), and a fixing pin (6) is fixedly connected to one side of the floor slab (1).

3. The steel truss floor panel structure according to claim 1, wherein: A fixing buckle (7) is fixedly connected to one side of the rotating column (203), and a guide column (8) is slidably connected inside the fixing buckle (7).

4. A steel truss floor panel structure according to claim 3, wherein: The fixed buckle (7) is fixedly connected to a buckle base (9) on one side, and a moving block (10) is slidably connected inside the buckle base (9).

5. The steel truss floor panel structure according to claim 1, wherein: A second snap-fit ​​base (11) is fixedly connected to one side of the fixed base (201), and a locking buckle (12) is fixedly connected to one side of the second snap-fit ​​base (11).

6. The steel truss floor panel structure according to claim 1, wherein: The support (402) is internally slidably connected to a second support rod (13), and a steel truss (3) is fixedly connected to one side of the second support rod (13).

7. A steel truss floor panel structure according to claim 6, wherein: The bottom of the support column (403) is fixedly connected to a damping hydraulic rod (14), and a spring (15) is fixedly connected to the surface of the damping hydraulic rod (14).