Steel and concrete combined type assembly plant frame

By setting cross-bracing components and bolted connections in the steel-concrete composite structure of the factory building, the problem of insufficient fixation between the concrete structure and the supporting beams and roof was solved, thereby improving the overall strength and load-bearing capacity.

CN223706835UActive Publication Date: 2025-12-23POWERCHINA SEPCO1 ELECTRIC POWER CONSTR CO LTD +1
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Patent Information

Application Number
CN202520236139.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-14
Publication Date
2025-12-23
Estimated Expiration
2035-02-14

AI Technical Summary

Technical Problem

The existing steel-concrete composite structure factory frame lacks direct fixation between the concrete structure and the supporting beams and roof, resulting in insufficient integrity and strength.

Method used

By setting up support components and using bolts to connect the first and second fixing blocks with the inclined plate, a cross-support frame is formed, which enhances the connection between the rectangular steel tube concrete columns and combines bolts to fix the top beam to improve overall stability.

Benefits of technology

It enhances the overall integrity and load-bearing capacity of the factory building frame, improves the structural strength, and effectively resists external loads.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a steel and concrete combined type assembly plant frame, which relates to the technical field of steel structure roof trusses, and comprises a rectangular steel pipe concrete column, the top of the rectangular steel pipe concrete column is fixedly connected with a mounting plate, the top of the mounting plate is fixedly connected with a clamping plate, and one side of the clamping plate and the top of the mounting plate are fixedly connected with two reinforcing blocks. A top beam is slidably connected to one side of the clamping plate, supporting plates are fixedly connected to the top of the top beam at equal intervals, a top plate is fixedly connected to the tops of the supporting plates, and connecting plates are fixedly connected to the top of the top plate at equal intervals. According to the steel and concrete combined type assembly workshop frame, through the design of the supporting assemblies, the first inclined plates and the second inclined plates are connected in a crossed mode, and therefore a stable supporting frame is constructed. The structure effectively disperses and resists external loads, the bearing capacity of the whole frame is remarkably enhanced, and the overall stability and strength of the concrete frame are improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to steel structure roof truss technical field especially relates to a kind of steel-concrete combined assembly plant frame. BACKGROUND

[0002] Assembly plant frame refers to the proportion of prefabrication in the composition material of relatively higher factory in early stage. Generally, at least light steel roof truss in plant frame structure is prefabricated in factory, column and crossbeam are built under light steel roof truss, and steel purlin is built above, so the basic structure of plant frame is completed.

[0003] On the other hand, the main support structure of plant frame is column, so its material composition cannot be only steel, and concrete is generally poured again, i.e. the steel-concrete combined structure mentioned above.

[0004] The patent document with application number CN203247703U discloses a steel structure plant frame, which comprises support columns, support beams and roof inclined beams. The support columns are vertically arranged on both sides. The support beams are horizontally arranged, and their two ends are connected with the support columns through a plurality of bolts. The roof inclined beams are arranged above the support beams and are welded to the support beams through a plurality of straight steel pipes and inclined steel pipes.

[0005] The steel structure plant frame in the utility model patent has the following general structure principle: the support column is a steel-concrete combined structure, which is screwed with the support beam, and finally the roof structure is erected on the support column and the support beam. The support column comprises channel steel and cover plate on the outside, and concrete on the inside, to achieve the purpose of structure reinforcement after basic steel-concrete combination. In actual use, the concrete structure is not directly fixed with the support beam and the roof, and the overall structure of the entire frame has low integrity and insufficient strength. In view of the above problems, the present application provides a steel-concrete combined assembly plant frame. CONTENT OF UTILITY MODEL

[0006] The utility model discloses a steel-concrete combined assembly plant frame, which is improved in view of the existing structure and defects, to achieve better practical value.

[0007] To achieve the above purpose, the utility model adopts the following technical scheme:

[0008] The utility model provides a kind of steel reinforced concrete combined assembly factory building frame, including rectangular steel pipe concrete column, the top of the rectangular steel pipe concrete column is fixedly connected with mounting plate, the top of the mounting plate is fixedly connected with clamping plate, the top of the clamping plate is fixedly connected with two reinforcing blocks in one side of mounting plate, the top of the clamping plate is slidably connected with roof beam, the top of the roof beam is equidistantly fixedly connected with support plate, the top of the support plate is fixedly connected with roof, the top of the roof is equidistantly fixedly connected with connecting plate, one side of the rectangular steel pipe concrete column is provided with support assembly.

[0009] In a preferred scheme, the support assembly includes a first mounting bracket rotatably connected to one side of the rectangular steel pipe concrete column, a first inclined plate slidably connected inside the first mounting bracket, and the first inclined plate and the first mounting bracket are bolted.

[0010] In a preferred scheme, one side of the first mounting bracket is fixedly connected with a first fixed block, the first fixed block and one side of the rectangular steel pipe concrete column are bolted, and the first inclined plates are bolted.

[0011] In a preferred scheme, the other side of the rectangular steel pipe concrete column is equidistantly slidably connected with a second mounting bracket, a second inclined plate is slidably connected inside the second mounting bracket, and the second inclined plate and the second mounting bracket are bolted.

[0012] In a preferred scheme, one side of the second mounting bracket is fixedly connected with a second fixed block, the second fixed block and the other side of the rectangular steel pipe concrete column are bolted, and the second inclined plates are bolted.

[0013] In a preferred scheme, both sides of the rectangular steel pipe concrete column are slidably connected with mounting blocks, one side of the mounting block is fixedly connected with a fixed plate, one side of the fixed plate and one side of the roof beam are bolted, and the mounting block and the rectangular steel pipe concrete column are bolted.

[0014] The steel reinforced concrete combined assembly factory building frame provided by the utility model has the following advantages:

[0015] The first inclined plate and the second inclined plate of the support assembly are connected in a cross manner to form a stable support frame, which effectively disperses and resists external loads, enhances the load-carrying capacity of the entire frame, and improves the integrity and strength of the concrete frame. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 A three-dimensional schematic view of the steel reinforced concrete combined assembly factory building frame is provided.

[0017] Figure 2 The first explosion schematic view of the steel-concrete combined assembly plant frame is proposed in the utility model.

[0018] Figure 3 The second explosion schematic view of the steel-concrete combined assembly plant frame is proposed in the utility model.

[0019] Figure 4 The third explosion schematic view of the steel-concrete combined assembly plant frame is proposed in the utility model.

[0020] In the drawing: 1, rectangular steel pipe concrete column; 2, clamping plate; 3, reinforcing block; 4, top beam; 5, support plate; 6, top plate; 7, connecting plate; 8, mounting plate; 9, mounting block; 10, fixed plate; 11, first mounting frame; 12, first inclined plate; 13, first fixed block; 14, second mounting frame; 15, second inclined plate; 16, second fixed block. DETAILED DESCRIPTION

[0021] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all the embodiments. The components of the embodiments of the present application described and indicated in the drawings can be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of the present application provided in the drawings is not intended to limit the scope of the claimed present application, but only represents selected embodiments of the present application. Based on the embodiments of the present application, all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.

[0022] The steel-concrete combined assembly plant frame disclosed by the utility model is mainly applied to the scene of a steel structure roof truss.

[0023] Referring to Figures 1 to 4 A steel-concrete combined assembly plant frame, comprising: a rectangular steel pipe concrete column 1, the top of the rectangular steel pipe concrete column 1 is fixedly connected with a mounting plate 8, the top of the mounting plate 8 is fixedly connected with a clamping plate 2, two reinforcing blocks 3 are fixedly connected with the top of the mounting plate 8 on one side of the clamping plate 2, a top beam 4 is slidably connected with one side of the clamping plate 2, support plates 5 are fixedly connected with the top of the top beam 4 at equal intervals, a top plate 6 is fixedly connected with the top of the support plate 5, connecting plates 7 are fixedly connected with the top of the top plate 6 at equal intervals, and a support assembly is arranged on one side of the rectangular steel pipe concrete column 1.

[0024] The support assembly comprises a first mounting frame 11 rotatably connected to one side of the rectangular steel pipe concrete column 1 at equal intervals, and a first inclined plate 12 slidably connected inside the first mounting frame 11, and the first inclined plate 12 is connected to the first mounting frame 11 by bolt mounting;

[0025] The first mounting frame 11 is fixedly connected to a first fixed block 13, and the first fixed block 13 is connected to one side of the rectangular steel pipe concrete column 1 by bolt mounting, and the first inclined plate 12 is connected by bolt mounting;

[0026] The other side of the rectangular steel pipe concrete column 1 is slidably connected to a second mounting frame 14, and a second inclined plate 15 is slidably connected inside the second mounting frame 14, and the second inclined plate 15 is connected to the second mounting frame 14 by bolt mounting;

[0027] The second mounting frame 14 is fixedly connected to a second fixed block 16, and the second fixed block 16 is connected to the other side of the rectangular steel pipe concrete column 1 by bolt mounting, and the second inclined plate 15 is connected by bolt mounting.

[0028] In the above technical solution, considering that the concrete structure is not directly fixed with the support beam and the roof, the overall structure of the whole frame is not high in integrity and is insufficient in strength, in order to solve such problems, the specific operation is as follows: by setting the support assembly, the first fixed block 13 and the second fixed block 16 are installed on one side of the rectangular steel pipe concrete column 1 one by one by using bolts, then the first inclined plate 12 is crossed and clamped into the first mounting frame 11, the second inclined plate 15 is crossed and clamped into the second mounting frame 14, the first mounting frame 11 and the first inclined plate 12 are fixed by using bolts, the first inclined plate 12 is fixed, the second mounting frame 14 and the second inclined plate 15 are fixed, and the second inclined plate 15 is fixed, so as to connect the two rectangular steel pipe concrete columns 1. The first inclined plate 12 and the second inclined plate 15 are connected in a cross manner to form a stable support frame, thereby effectively dispersing and resisting external load, enhancing the carrying capacity of the whole frame, and improving the integrity and strength of the concrete frame.

[0029] Reference Figures 1 to 4 In a preferred embodiment, the two sides of the rectangular steel pipe concrete column 1 are slidably connected to mounting blocks 9, one side of the mounting block 9 is fixedly connected to a fixed plate 10, one side of the fixed plate 10 is connected to one side of the top beam 4 by bolt mounting, and the mounting block 9 is connected to the rectangular steel pipe concrete column 1 by bolt mounting; during installation, the top beam 4 is inserted between the two clamping plates 2 and rests on the mounting plate 8, and then the mounting block 9 is mounted on one side of the rectangular steel pipe concrete column 1 by using bolts, and the fixed plate 10 is fixed with the top beam 4 to ensure that the top beam 4 will not be displaced or loosened due to gravity or external load.

[0030] Working principle: when using, through the use of bolts, the first fixed block 13 and the second fixed block 16 are installed on one side of the rectangular steel pipe concrete column 1 one by one, then the first inclined plate 12 is crossed and clamped into the first mounting bracket 11, the second inclined plate 15 is crossed and clamped into the second mounting bracket 14, then the first mounting bracket 11 is fixed with the first inclined plate 12, the first inclined plate 12 is fixed between, the second mounting bracket 14 is fixed with the second inclined plate 15, the second inclined plate 15 is fixed between, thereby connecting two rectangular steel pipe concrete columns 1, inserting the top beam 4 into two clamping plates 2 and placing on the mounting plate 8, then using bolts to install the mounting block 9 on one side of the rectangular steel pipe concrete column 1, fixing the fixed plate 10 with the top beam, the contents not described in detail in the specification all belong to the prior art known to the person skilled in the art.

[0031] The above is only a preferred specific embodiment of the present application, but the protection scope of the present application is not limited to this. The replacement can be the replacement of part of the structure, device, method step, or the complete technical solution. According to the technical solution and the utility model concept of the present application, equivalent replacement or change should be covered within the protection scope of the present application.

Claims

1. A steel-concrete composite prefabricated workshop frame, comprising rectangular steel tube concrete columns (1), characterized in that, The top of the rectangular steel tube concrete column (1) is fixedly connected to an installation plate (8), the top of the installation plate (8) is fixedly connected to a clamping plate (2), one side of the clamping plate (2) is fixedly connected to the top of the installation plate (8) with two reinforcing blocks (3), one side of the clamping plate (2) is slidably connected to a top beam (4), the top of the top beam (4) is fixedly connected to a support plate (5) at equal intervals, the top of the support plate (5) is fixedly connected to a top plate (6), the top of the top plate (6) is fixedly connected to a connecting plate (7) at equal intervals, and a support component is provided on one side of the rectangular steel tube concrete column (1).

2. The steel-concrete composite prefabricated workshop frame according to claim 1, characterized in that, The support assembly includes a first mounting bracket (11), which is equidistantly rotatably connected to one side of the rectangular steel tube concrete column (1). A first inclined plate (12) is slidably connected inside the first mounting bracket (11), and the first inclined plate (12) is installed with the first mounting bracket (11) by bolts.

3. The steel-concrete composite prefabricated workshop frame according to claim 2, characterized in that, The first mounting bracket (11) is fixedly connected to one side of a first fixing block (13), and the first fixing block (13) is installed with one side of a rectangular steel pipe concrete column (1) by bolts, and the first inclined plates (12) are installed with bolts.

4. The steel-concrete composite prefabricated workshop frame according to claim 1, characterized in that, The other side of the rectangular steel tube concrete column (1) is equidistantly connected to a second mounting bracket (14), and the interior of the second mounting bracket (14) is slidably connected to a second inclined plate (15). The second inclined plate (15) and the second mounting bracket (14) are installed by bolts.

5. A steel-concrete composite prefabricated workshop frame according to claim 4, characterized in that, The second mounting bracket (14) is fixedly connected to one side of a second fixing block (16), and the second fixing block (16) is bolted to the other side of the rectangular steel pipe concrete column (1), and the second inclined plate (15) is bolted together.

6. The steel-concrete composite prefabricated workshop frame according to claim 1, characterized in that, The rectangular steel tube concrete column (1) is slidably connected to both sides of the mounting block (9), and a fixing plate (10) is fixedly connected to one side of the mounting block (9). One side of the fixing plate (10) is installed with one side of the top beam (4) by bolts. The mounting block (9) is installed with the rectangular steel tube concrete column (1) by bolts.

Citation Information

Patent Citations

  • Steel structural plant frame

    CN203247703U