Early-dismantling supporting column

Abstract

The utility model relates to an early-dismantling supporting column which comprises a plurality of sections of steel columns which are arranged in an up-down segmented mode and spliced. The flange plate is fixedly arranged at the end part of the single-section steel column; the reinforcing plate is welded between the steel column and the flange plate; the brackets are fixedly connected to the two sides of the top section steel column; the bolt and nut assembly is fastened on the adjacently spliced flange plates; the hoop is fixed on the bottom section steel column; and the lug plate is arranged on the hoop. The bottom section steel pipe column is convenient to splice, the bottom section steel pipe column is convenient to tie with the base, the bottom section steel pipe column is convenient to be pre-fixed and then welded or fixed through bolts, the construction efficiency is improved, the welding or bolt fixing quality is improved, and it is guaranteed that the steel column is vertical in the fixing process and is prevented from inclining.

Description

Technical Field

[0001] The utility model relates to the field of early dismantling formwork, in particular to an early dismantling support column. Background Art

[0002] Chinese Utility Model Publication No. CN203867177U discloses an early-disassembly formwork support system, comprising a planar formwork, a formwork support, an early-disassembly column head, a crossbeam, and a base. The formwork support vertically supports the planar formwork, which includes a first formwork and a second formwork, each of which is a steel formwork or a plywood formwork. Several first and second formworks are arranged alternately, with filler wood strips positioned in the gaps between the planar formworks. The formwork support is a fastener-type steel pipe support, with an early-disassembly column head positioned at the upper end and a base positioned at the lower end. The early-disassembly column head is an adjustable screw-type lifting head, and the formwork support and the early-disassembly column head are threadedly connected. A crossbeam is positioned at the upper end of the early-disassembly column head. The steel pipe column at the bottom section is not easily connected to the base, making it difficult to secure the steel column. Utility Model Content

[0003] The technical problem to be solved by the present invention is to provide an early-disassembly support column, which is easy to assemble, and the bottom section of the steel pipe column is conveniently connected to the base, and is convenient for pre-fixing the bottom section of the steel pipe column and then welding or bolting it, which is beneficial to improving construction efficiency, improving the quality of welding or bolting, and ensuring that the steel column is vertical during the fixing process to prevent tilting.

[0004] In order to solve the above problems, an early dismantling support column is adopted, which includes:

[0005] Multiple sections of steel columns are set in upper and lower sections and spliced together;

[0006] A flange is fixedly mounted on the end of a single-section steel column;

[0007] Reinforcement plate, which is welded between the steel column and the flange;

[0008] Corbels, which are fixed on both sides of the top steel column;

[0009] Bolt and nut assemblies, which are fastened to adjacent spliced flanges;

[0010] The clamp is fixed on the bottom steel column;

[0011] The ear plate is arranged on the clamp.

[0012] With this structure, multiple sections of steel columns are spliced up and down through flanges and bolt and nut assemblies, which are convenient for disassembly and assembly, and the clamps are fastened to the bottom steel columns;

[0013] As a further improvement of the present invention, a first hanging ring is distributed on the steel column.

[0014] With such a structure, when the steel column is dismantled in sections, the first lifting ring cooperates with the lifting rope to facilitate the dismantling and lowering of the sectioned steel column.

[0015] As a further improvement of the present invention, the corbel includes an upper chord, a lower chord, a vertical web and a diagonal web. The upper chord and the lower chord are fixed with a first base plate at one end close to the steel column, and a second base plate is fixed at the end away from the steel column. The first base plate is fixed to the steel column.

[0016] With such a structure, the first bottom plate and the second bottom plate are used to splice the steel columns and trusses respectively.

[0017] As a further improvement of the present invention, a sealing ring is provided between adjacent flanges.

[0018] Adopting such a structure is beneficial to waterproofing the interior of the steel column.

[0019] As a further improvement of the present invention, the lower chord is shorter than the upper chord, and the second suspension ring is fixedly connected to the portion of the upper chord that exceeds the lower chord.

[0020] With this structure, the second lifting ring facilitates lifting of the truss, and the lower chord being shorter than the upper chord does not affect the verticality of the guy rope during the lifting process.

[0021] As a further improvement of the present invention, a rib plate is welded on the first bottom plate and the second bottom plate, the rib plate is fixed to the first bottom plate and the upper chord, and the rib plate is also fixed to the first bottom plate and the lower chord; the rib plate is also fixed to the second bottom plate and the upper chord, and the rib plate is again fixed to the second bottom plate and the lower chord.

[0022] With such a structure, the ribs are welded to the first bottom plate and the upper chord, and the ribs are also welded to the first bottom plate and the lower chord to stabilize the corbel.

[0023] As a further improvement of the present invention, the first base plate is connected with a tension screw assembly, and the tension screw assembly is connected with the steel column and the first base plates on both sides thereof.

[0024] Such a structure makes the upper corbel of the steel column have a higher bearing capacity.

[0025] As a further improvement of the present invention, partitions are provided in the top steel columns, which are welded in layers in the top steel columns and are located below and above the tension screw assembly. The upper partitions are opened and filled with dense concrete.

[0026] With such a structure, the deformation of concrete due to thermal expansion and contraction is small, and after pouring, the tension screw assembly is further strengthened to prevent it from loosening.

[0027] As a further improvement of the present invention, the clamps are arranged in layers, with screws fixed between the upper and lower clamps, and lugs slidingly passed through the screws, and nuts are threadedly connected to the upper and lower sides of the lugs.

[0028] With such a structure, the tightness of the pull rod can be adjusted to ensure that it is in a tight state during use.

[0029] As a further improvement of the present invention, a horizontal plate is arranged inside the column head of the top section steel column, the vertical plate is fixedly connected to the horizontal plate, the cover plate is fixedly connected to the vertical plate, and concrete is poured densely between the horizontal plate and the cover plate.

[0030] With this structure, it is easy to install the bracket on the cover plate, and the vertical plate prevents the cover plate from being concave. After pouring concrete, the deformation is smaller.

[0031] The utility model is easy to assemble, and the bottom section of the steel pipe column is conveniently connected to the base, which is convenient for pre-fixing the bottom section of the steel pipe column and then welding or bolting it, which is beneficial to improving construction efficiency, improving the quality of welding or bolting, ensuring that the steel column is vertical during the fixing process, and preventing tilting. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] Figure 1 Schematic diagram of the structure of the embodiment.

[0033] Figure 2 This is a schematic diagram of the nodes of the bottom steel columns.

[0034] Figure 3 Schematic diagram of lifting and dismantling steel columns.

[0035] Figure 4 Schematic diagram of the column top node.

[0036] Figure 5 This is a structural diagram of the corbel.

[0037] Figure 6 Schematic diagram of the installation structure of the tension screw assembly.

[0038] Figure 7 Schematic diagram of the connection relationship between the tension screw assembly and the first base plate.

[0039] Figure 8 Schematic diagram of the partition installation structure.

[0040] Figure 9 The figure is a schematic diagram of the installation structure of a clamp and an ear plate.

[0041] Figure 10 Schematic diagram of the installation structure of the second base plate.

[0042] Figure numerals: 1. Steel column; 2. Flange; 3. Reinforcement plate; 4. Corbel; 401. Upper chord; 402. Lower chord; 403. Vertical web member; 404. Diagonal web member; 405. First base plate; 406. Second base plate; 407. Second lifting ring; 408. Rib plate; 5. Bolt and nut assembly; 6. Hoop; 7. Ear plate; 8. First lifting ring; 9. Sealing ring; 10. Tension screw assembly; 11. Partition; 12. Screw; 13. Nut; 14. Horizontal plate; 15. Vertical plate; 16. Cover plate. DETAILED DESCRIPTION

[0043] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0044] In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the devices or components referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as limiting the present invention; the terms "first", "second", and "third" are only used for descriptive purposes and should not be understood as indicating or implying relative importance; in addition, unless otherwise expressly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, an indirect connection through an intermediate medium, or it can be internal communication between two components. For those skilled in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0045] Example 1

[0046] like Figures 1-10 As shown, an early dismantling support column comprises:

[0047] The multi-section steel column 1 is provided in upper and lower sections and spliced together;

[0048] A flange 2 is fixedly mounted on the end of the single-section steel column 1;

[0049] A reinforcing plate 3, which is welded between the steel column 1 and the flange 2;

[0050] Corbels 4, which are fixed on both sides of the top steel column 1;

[0051] Bolt and nut assembly 5, which is fastened to adjacent spliced flanges 2;

[0052] A hoop 6 is fixed to the bottom steel column 1;

[0053] The ear plate 7 is arranged on the clamp 6 .

[0054] With this structure, multiple sections of steel columns 1 are spliced up and down through flanges 2 and bolt and nut assemblies 5, which are convenient for disassembly and assembly. The hoop 6 is fastened to the bottom steel column 1.

[0055] In this embodiment, first hanging rings 8 are distributed on the steel column 1 .

[0056] With such a structure, when the steel column 1 is dismantled in sections, the first lifting ring 14 cooperates with the lifting rope to facilitate lowering the dismantled steel column 1 in sections.

[0057] In this embodiment, the corbel 4 includes an upper chord 401, a lower chord 402, a vertical web 403 and a diagonal web 404. The upper chord 401 and the lower chord 402 are fixed with a first base plate 405 at one end close to the steel column 1, and a second base plate 406 is fixed at the end away from the steel column 1. The first base plate 405 is fixed to the steel column 1.

[0058] With such a structure, the first bottom plate 405 and the second bottom plate 406 are used to splice the steel column 1 and the truss respectively.

[0059] In this embodiment, sealing rings 9 are provided between adjacent flanges 2 .

[0060] Adopting such a structure is beneficial to waterproofing the interior of the steel column 1 .

[0061] In this embodiment, the lower chord 402 is shorter than the upper chord 401 , and the second suspension ring 407 is fixed to the portion of the upper chord 401 that extends beyond the lower chord 402 .

[0062] With such a structure, the second lifting ring 407 facilitates lifting of the truss, and the lower chord 402 being shorter than the upper chord 401 does not affect the verticality of the guy rope during the lifting process.

[0063] In this embodiment, a rib plate 408 is welded to the first bottom plate 405 and the second bottom plate 406. The rib plate 408 is fixed to the first bottom plate 405 and the upper chord 401, and the rib plate 408 is also fixed to the first bottom plate 405 and the lower chord 402; the rib plate 408 is also fixed to the second bottom plate 406 and the upper chord 401, and the rib plate 408 is further fixed to the second bottom plate 406 and the lower chord 402.

[0064] With such a structure, the ribs are welded to the first bottom plate and the upper chord, and the ribs are also welded to the first bottom plate and the lower chord to stabilize the corbel.

[0065] With such a structure, the rib plate 408 is welded to the first bottom plate 405 and the upper chord 401 before being welded to the steel column 1 . The rib plate 408 is also welded to the first bottom plate 405 and the lower chord 402 before being welded to the steel column 1 to stabilize the corbel 4 .

[0066] In this embodiment, the tensioning screw assembly 10 is connected to the first bottom plate 405 , and the tensioning screw assembly 10 is connected to the steel column 1 and the first bottom plates 405 on both sides thereof.

[0067] By adopting such a structure, the bearing capacity of the upper corbel of the steel column 1 is increased.

[0068] In this embodiment, a partition 11 is provided in the top steel column 1. The partition 11 is welded in layers in the top steel column 1 and is located below and above the tension screw assembly 10. The upper partition 11 has holes and is poured with concrete to make it dense.

[0069] With such a structure, the deformation of concrete due to thermal expansion and contraction is small, and after pouring, the tension screw assembly 10 is further strengthened to prevent it from loosening.

[0070] In this embodiment, the clamps 6 are arranged in layers, and screws 12 are fixed between the upper and lower clamps 6. The screws 12 slide through the ear plates 7, and the upper and lower sides of the ear plates 7 are threadedly connected to nuts 13.

[0071] With such a structure, the tightness of the pull rod can be adjusted to ensure that it is in a tight state during use.

[0072] In this embodiment, a horizontal plate 14 is provided inside the column head of the top section steel column 1, a vertical plate 15 is fixed to the horizontal plate 14, a cover plate 16 is fixed to the vertical plate 15, and concrete is poured densely between the horizontal plate 14 and the cover plate 16.

[0073] With such a structure, it is convenient to install the bracket on the cover plate 16, and the vertical plate 15 prevents the cover plate 16 from being concave, so that the deformation is smaller after pouring concrete.

[0074] The utility model is easy to assemble, and the bottom section of the steel pipe column is conveniently connected to the base, which is convenient for pre-fixing the bottom section of the steel pipe column and then welding or bolting it, which is beneficial to improving construction efficiency, improving the quality of welding or bolting, ensuring that the steel column is vertical during the fixing process, and preventing tilting.

[0075] The above content is a further detailed description of the present invention in conjunction with specific preferred embodiments, and the specific implementation of the present invention cannot be considered to be limited to these descriptions. For those skilled in the art of the present invention, it is possible to make several equivalent substitutions or obvious modifications without departing from the concept of the present invention, and the performance or use are the same, and all of them should be considered to fall within the scope of protection of the present invention.

Claims

1. An early dismantling support column, characterized in that include: Multiple steel columns (1) are arranged in upper and lower sections and spliced together; A flange (2) is fixedly mounted on the end of the single-section steel column (1); A reinforcing plate (3) welded between the steel column (1) and the flange (2); Corbels (4) are fixed on both sides of the top steel column (1); A bolt and nut assembly (5) fastened to adjacent spliced flanges (2); A hoop (6) fixed on the bottom steel column (1); The ear plate (7) is arranged on the hoop (6).

2. The early dismantling support column according to claim 1, characterized in that A first hanging ring (8) is distributed on the steel column (1).

3. The early dismantling support column according to claim 1, characterized in that The corbel (4) includes an upper chord (401), a lower chord (402), a vertical web (403) and an oblique web (404); the upper chord (401) and the lower chord (402) are fixed with a first base plate (405) at one end close to the steel column (1), and are fixed with a second base plate (406) at one end away from the steel column (1); and the first base plate (405) is fixed to the steel column (1).

4. The early dismantling support column according to claim 1, characterized in that A sealing ring (9) is provided between adjacent flanges (2).

5. The early dismantling support column according to claim 3, characterized in that The lower chord (402) is shorter than the upper chord (401), and a second suspension ring (407) is fixedly connected to the portion of the upper chord (401) that exceeds the lower chord (402).

6. The early dismantling support column according to claim 3, characterized in that A rib plate (408) is welded to the first base plate (405) and the second base plate (406); the rib plate (408) is fixedly connected to the first base plate (405) and the upper chord (401); the rib plate (408) is also fixedly connected to the first base plate (405) and the lower chord (402); the rib plate (408) is also fixedly connected to the second base plate (406) and the upper chord (401); and the rib plate (408) is further fixedly connected to the second base plate (406) and the lower chord (402).

7. The early dismantling support column according to claim 3, characterized in that The first bottom plate (405) is connected to the tension screw assembly (10), and the tension screw assembly (10) is connected to the steel column (1) and the first bottom plates (405) on both sides thereof.

8. The early dismantling support column according to claim 7, characterized in that A partition (11) is provided in the top section steel column (1), the partition (11) is welded in layers in the top section steel column (1), and is located below and above the tension screw assembly (10), the upper partition (11) is opened, and concrete is poured to make it dense.

9. The early dismantling support column according to claim 1, characterized in that The clamps (6) are arranged in layers, and a screw rod (12) is fixed between the upper and lower clamps (6). The screw rod (12) slides through the ear plate (7), and the upper and lower sides of the ear plate (7) are threadedly connected to nuts (13).

10. The early dismantling support column according to claim 1, characterized in that A horizontal plate (14) is arranged inside the column head of the top section steel column (1), a vertical plate (15) is fixedly connected to the horizontal plate (14), and a cover plate (16) is fixedly connected to the vertical plate (15).

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