A super-large cross-section steel-concrete giant column construction component

Abstract

The present invention relates to the technical field of steel-concrete giant columns, and specifically to a super-large cross-section steel-concrete giant column construction component, comprising: a steel column, a force-bearing frame is arranged on the surface of the steel column; an ear plate, a screw rod is arranged on the top of the ear plate, a nut is arranged on the surface of the screw rod, a screw rod is arranged in the middle of the screw rod, a slot is opened on the surface of the screw rod, a rotating ring is arranged on the surface of the screw rod; and a first slide groove is arranged on the surface of the steel column; the beneficial effect is that the ear plate proposed by the present invention is inserted between two groups of clamping plates, and the screw rod is inserted into the second through hole and the sliding plate to temporarily fix the two groups of steel columns. When the steel column needs to be adjusted, the movable plate can move in the first slide groove, and the sliding plate can move in the second slide groove, and the ear plate does not need to be removed. After the adjustment is completed, the arc plate is pressed into the rotating ring, and the rotating ring is screwed so that the rubber strip is not stuck in the surface slot of the screw rod, and the nut is screwed so that the screw rod pushes the telescopic plate.

Description

Technical Field

[0001] The invention relates to the technical field of steel concrete giant columns, and in particular to a super-large cross-section steel concrete giant column construction component. Background Art

[0002] Super high-rise and super long-span buildings are also emerging. The simple reinforced concrete structure system cannot take into account both the aesthetics of the building and the need for structural bearing. Various structural forms have also emerged. Among them, the steel-concrete structure system has been developed rapidly due to its excellent performance and lower cost.

[0003] At present, in order to ensure the construction accuracy, most large-section steel-concrete columns adopt the method of hoisting steel columns as a whole or divide the steel columns into multiple components for easy construction and assemble them on site to reduce the difficulty. In the large-section column formwork and concrete pouring, the steel formwork tie system is often used, which has high construction cost.

[0004] The existing temporary connection ear plates are fixed on the surface of the steel columns and need to be removed later. However, errors will occur between the steel columns and the steel columns need to be adjusted. Since the temporary connection ear plates are fixed between two groups of steel columns, the ear plates need to be removed and adjusted, and then used for temporary fixation. Summary of the invention

[0005] The object of the present invention is to provide a super-large cross-section steel-concrete giant column construction assembly to solve the problems raised in the above-mentioned background technology.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a super-large cross-section steel-concrete giant column construction component, comprising: a steel column, a force-bearing frame is arranged on the surface of the steel column; an ear plate, a screw rod is arranged on the top of the ear plate, a nut is arranged on the surface of the screw rod, a screw rod is arranged in the middle of the screw rod, a slot is opened on the surface of the screw rod, and a rotating ring is arranged on the surface of the screw rod; and a first slide groove is arranged on the surface of the steel column.

[0007] Preferably, the force-bearing frame is L-shaped, the surface of the force-bearing frame is provided with teeth, a movable plate is provided in the first slide groove, the movable plate can slide laterally in the first slide groove, a clamping plate is provided on the surface of the movable plate, the clamping plate has two groups, and a second slide groove is opened on the surface of the clamping plate.

[0008] Preferably, a sliding plate is provided in the second slide groove, the sliding plate can move in the second slide groove, and a first through hole is opened on the surface of the sliding plate, the diameter of the first through hole is consistent with the diameter of the second through hole on the surface of the ear plate, and the first through hole and the second through hole are screwed and inserted.

[0009] Preferably, the ear plate is inserted between two groups of clamping plates, the distance between the clamping plates is greater than the thickness of the ear plate, the ear plate can move between the two groups of clamping plates, and a rotating ring is inserted on the surface of the ear plate, and the rotating ring can roll on the surface of the ear plate.

[0010] Preferably, an arc plate is inserted into the surface of the rotating ring, and the arc plate can be extended and retracted on the surface of the rotating ring. A spring is provided inside the rotating ring, and the spring is connected to the inside of the rotating ring, and the other end is connected to the end of the arc plate. A rubber strip is provided on the inner wall of the rotating ring, and the rubber strip is located at a part of the inner wall of the rotating ring.

[0011] Preferably, the surface of the screw is provided with grooves, and there are multiple groups of grooves, which are evenly distributed on the surface of the screw.

[0012] Preferably, the rubber strip can be stuck in the groove on the surface of the screw rod, and an extension block is installed at the end of the screw rod. The extension block has two groups, and a telescopic plate is inserted on the surface of the extension block. The telescopic plate is T-shaped, and the surface of the telescopic plate is provided with transverse and longitudinal teeth.

[0013] Preferably, the telescopic plate supports the surface of the force-bearing frame, and the teeth on the surface of the telescopic plate mesh with the scales on the surface of the force-bearing frame.

[0014] Preferably, an elastic sheet is installed on the surface of the clamping plate, and the elastic sheet is located between the two groups of clamping plates. A groove is opened on the surface of the ear plate. When the ear plate is inserted between the two groups of clamping plates, the elastic sheet is stuck in the groove.

[0015] Preferably, there are multiple groups of ear plates, and multiple groups of clamping plates are arranged on the surface of the steel column, and there are two groups of steel columns, one group of steel columns is located on the top of the other group of steel columns.

[0016] Compared with the prior art, the present invention has the following beneficial effects:

[0017] The ear plate proposed by the present invention is inserted between the two groups of clamping plates, and a screw is used to be inserted in the second through hole and the sliding plate to temporarily fix the two groups of steel columns. When the steel column needs to be adjusted, the movable plate can move in the first sliding groove, and the sliding plate can move in the second sliding groove without removing the ear plate. After the adjustment is completed, the arc plate is pressed into the inside of the rotating ring, and the rotating ring is screwed so that the rubber strip is not stuck in the surface groove of the screw, and the nut is screwed so that the screwing rod pushes the telescopic plate, and the telescopic plate moves in the extension block. The telescopic plate is held on the surface of the force-bearing frame, and the surface of the telescopic plate is provided with transverse and longitudinal limit strips. The two groups of steel columns are fixed by the ear plate, and the two groups of steel columns cannot be adjusted. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is a schematic diagram of the three-dimensional structure of the present invention;

[0019] Figure 2 It is a schematic diagram of the cross-sectional three-dimensional structure of the present invention;

[0020] Figure 3 This is a schematic diagram of the three-dimensional structure of the ear plate of the present invention;

[0021] Figure 4 for Figure 3 A schematic diagram of the structure enlargement in the middle;

[0022] Figure 5 It is a schematic diagram of the three-dimensional structure of the extension block of the present invention.

[0023] In the figure: steel column 1, force frame 2, ear plate 3, movable plate 4, first through hole 5, first slide groove 6, clamping plate 7, sliding plate 8, second slide groove 9, elastic sheet 10, extension block 11, second through hole 12, screw rod 13, groove 14, nut 15, slot 16, rotating ring 17, rubber strip 18, screw 19, arc plate 20, telescopic plate 21. DETAILED DESCRIPTION

[0024] In order to make the purpose and technical solution of the present invention clearly and completely described, and the advantages more clearly understood, the embodiments of the present invention are further described in detail with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are part of the embodiments of the present invention, rather than all of the embodiments, and are only used to explain the embodiments of the present invention, and are not used to limit the embodiments of the present invention. All other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0025] See also Figures 1 to 5 The present invention provides a technical solution: a super-large cross-section steel-concrete giant column construction component, comprising: a steel column 1, a force frame 2 is arranged on the surface of the steel column 1, the force frame 2 is L-shaped, and teeth are arranged on the surface of the force frame 2. A movable plate 4 is arranged in the first slide groove 6, and the movable plate 4 can slide horizontally in the first slide groove 6. A clamping plate 7 is arranged on the surface of the movable plate 4, and the clamping plate 7 has two groups. A second slide groove 9 is opened on the surface of the clamping plate 7, and a sliding plate 8 is arranged in the second slide groove 9. The sliding plate 8 can move in the second slide groove 9, and a first through hole 5 is opened on the surface of the sliding plate 8, and the diameter of the first through hole 5 is consistent with the diameter of the second through hole 12 on the surface of the ear plate 3, and the first through hole 5 and the second through hole 12 are screwed and inserted;

[0026] The ear plate 3 is provided with a screw rod 13 at the top of the ear plate 3, a nut 15 is provided on the surface of the screw rod 13, a screw rod 19 is provided in the middle of the screw rod 13, a slot 16 is provided on the surface of the screw rod 19, a rotating ring 17 is provided on the surface of the screw rod 13, the ear plate 3 is inserted between the two groups of clamping plates 7, the distance between the clamping plates 7 is greater than the thickness of the ear plate 3, the ear plate 3 can move between the two groups of clamping plates 7, a rotating ring 17 is inserted on the surface of the ear plate 3, the rotating ring 17 can roll on the surface of the ear plate 3, an arc plate 20 is inserted on the surface of the rotating ring 17, the arc plate 20 can be extended and retracted on the surface of the rotating ring 17, a spring is provided inside the rotating ring 17, the spring is connected to the inside of the rotating ring 17, and the other end is connected to the end of the arc plate 20, a rubber strip 18 is provided on the inner wall of the rotating ring 17, the rubber strip 18 is located at a part of the inner wall of the rotating ring 17, a slot 16 is provided on the surface of the screw rod 19, and the slot 16 has Multiple groups, multiple groups of card grooves 16 are evenly distributed on the surface of the screw 19, and the rubber strip 18 can be stuck in the card groove 16 on the surface of the screw 19. An extension block 11 is installed at the end of the screw rod 13, and the extension block 11 has two groups. A telescopic plate 21 is inserted on the surface of the extension block 11, and the telescopic plate 21 is T-shaped. The surface of the telescopic plate 21 is provided with transverse and longitudinal teeth. The telescopic plate 21 supports the surface of the force-bearing frame 2, and the teeth on the surface of the telescopic plate 21 are engaged with the scale leaf on the surface of the force-bearing frame 2. An elastic sheet 10 is installed on the surface of the clamping plate 7, and the elastic sheet 10 is located between the two groups of clamping plates 7. A groove 14 is opened on the surface of the ear plate 3. When the ear plate 3 is inserted between the two groups of clamping plates 7, the elastic sheet 10 is stuck in the groove 14. The ear plate 3 has multiple groups, and the surface of the steel column 1 is provided with multiple groups of clamping plates 7. The steel column 1 has two groups, and one group of steel columns 1 is located at the top of another group of steel columns 1; the first slide groove 6 is provided on the surface of the steel column 1.

[0027] The ear plate 3 is inserted between the two groups of clamping plates 7, and the screw is inserted into the second through hole 12 and the sliding plate 8 to temporarily fix the two groups of steel columns 1. When the steel column 1 needs to be adjusted, the movable plate 4 can move in the first slide groove 6, and the sliding plate 8 can move in the second slide groove 9. There is no need to remove the ear plate 3. After the adjustment is completed, the arc plate 20 is pressed into the inside of the rotating ring 17, and the rotating ring 17 is screwed so that the rubber strip 18 is not stuck in the surface groove 16 of the screw rod 19. The nut 15 is screwed so that the screw rod 13 pushes the telescopic plate 21, and the telescopic plate 21 moves in the extension block 11. The telescopic plate 21 is held on the surface of the force frame 2. The surface of the telescopic plate 21 is provided with transverse and longitudinal limit strips, and the two groups of steel columns 1 are fixed through the ear plate 3, and the two groups of steel columns 1 cannot be adjusted.

[0028] Although the above describes the illustrative specific implementation methods of the present application so that technicians in this technical field can understand the present application, the present application is not limited to the scope of the specific implementation methods. For ordinary technicians in this technical field, as long as various changes are within the spirit and scope of the present application defined and determined by the attached claims, all application creations using the concept of the present application are protected.

Claims

1. A super-large cross-section steel-concrete giant column construction assembly, characterized in that: The super-large cross-section steel concrete giant column construction components include: A steel column (1), wherein a load-bearing frame (2) is provided on the surface of the steel column (1); An ear plate (3), a screw rod (13) is arranged at the top of the ear plate (3), a nut (15) is arranged on the surface of the screw rod (13), a screw rod (19) is arranged in the middle of the screw rod (13), a slot (16) is opened on the surface of the screw rod (19), and a rotating ring (17) is arranged on the surface of the screw rod (13); and A first slide groove (6) is provided on the surface of the steel column (1); The force-bearing frame (2) is L-shaped, and teeth are arranged on the surface of the force-bearing frame (2). A movable plate (4) is arranged in the first slide groove (6), and the movable plate (4) can slide horizontally in the first slide groove (6). A clamping plate (7) is arranged on the surface of the movable plate (4), and the clamping plate (7) has two groups. A second slide groove (9) is opened on the surface of the clamping plate (7); A sliding plate (8) is arranged in the second sliding groove (9), and the sliding plate (8) can move in the second sliding groove (9). A first through hole (5) is opened on the surface of the sliding plate (8), and the diameter of the first through hole (5) is consistent with the diameter of the second through hole (12) on the surface of the ear plate (3), and the first through hole (5) is screwed and inserted into the first through hole (5) and the second through hole (12); The surface of the rotating ring (17) is plugged with an arc plate (20), and the arc plate (20) can be extended and retracted on the surface of the rotating ring (17). A spring is arranged inside the rotating ring (17), and the spring is connected to the inside of the rotating ring (17), and the other end of the spring is connected to the end of the arc plate (20). The inner wall of the rotating ring (17) is provided with a rubber strip (18), and the rubber strip (18) is located at a part of the inner wall of the rotating ring (17); The surface of the screw rod (19) is provided with a clamping groove (16), and the clamping groove (16) has a plurality of groups, and the plurality of groups of clamping grooves (16) are evenly distributed on the surface of the screw rod (19); The rubber strip (18) can be stuck in the slot (16) on the surface of the screw rod (19). An extension block (11) is installed at the end of the screw rod (13). The extension block (11) has two groups. A telescopic plate (21) is inserted on the surface of the extension block (11). The telescopic plate (21) is T-shaped. The surface of the telescopic plate (21) is provided with transverse and longitudinal teeth.

2. The super-large cross-section steel concrete giant column construction assembly according to claim 1, characterized in that: The ear plate (3) is inserted between two groups of clamping plates (7), the distance between the clamping plates (7) is greater than the thickness of the ear plate (3), the ear plate (3) can move between the two groups of clamping plates (7), and a rotating ring (17) is inserted on the surface of the ear plate (3), and the rotating ring (17) can roll on the surface of the ear plate (3).

3. The super-large cross-section steel-concrete giant column construction assembly according to claim 2, characterized in that: The telescopic plate (21) supports the surface of the force-bearing frame (2), and the teeth on the surface of the telescopic plate (21) mesh with the scales on the surface of the force-bearing frame (2).

4. The super-large cross-section steel concrete giant column construction assembly according to claim 3, characterized in that: An elastic sheet (10) is installed on the surface of the clamping plate (7), and the elastic sheet (10) is located between the two groups of clamping plates (7). A groove (14) is provided on the surface of the ear plate (3), and when the ear plate (3) is inserted between the two groups of clamping plates (7), the elastic sheet (10) is stuck in the groove (14).

5. The super-large cross-section steel concrete giant column construction assembly according to claim 4, characterized in that: There are multiple groups of ear plates (3), and multiple groups of clamping plates (7) are arranged on the surface of the steel column (1). There are two groups of steel columns (1), and one group of steel columns (1) is located on top of the other group of steel columns (1).

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