Concrete reinforcing column structure with energy consumption damper

Abstract

The utility model discloses a concrete reinforcing column structure with an energy consumption damper, which comprises two triangular supporting pieces fixedly connected to an inner cavity of a reinforcing supporting column through bolts, and the two triangular supporting pieces are respectively positioned on the upper side and the lower side of the inner cavity of the reinforcing supporting column. A damper is rotationally connected between the two triangular supporting pieces, the top of an inner cavity of the reinforcing supporting column is fixedly connected with a metal covered edge through a bolt, and the front side of the metal covered edge is fixedly connected with a supporting plate through a bolt. According to the reinforcing supporting column, the notch of the reinforcing supporting column can obtain the guiding supporting effect when small-amplitude extrusion occurs, namely, the notch can obtain vertical connecting supporting force while the damper supports the notch stably, and therefore the notch of the reinforcing supporting column can obtain the guiding supporting effect.

Description

Technical Field

[0001] This utility model belongs to the field of building structure technology, and in particular relates to a concrete reinforced column structure with energy dissipation damper. Background Technology

[0002] An energy-dissipating damper is a device that increases damping, with the aim of rapidly attenuating the vibration energy generated by an impact. In high-rise buildings, dampers are used to reduce the vibration amplitude of supporting beams or reinforced columns under wind and seismic loads, thereby improving the building's seismic resistance.

[0003] While meeting building requirements, a reasonable grooving method on the surface of the reinforced concrete column can control the impact of the groove on the structural performance of the reinforced concrete column within an acceptable range, allowing the reinforced column to still bear the corresponding load. Alternatively, a damper can be installed at the groove of the reinforced column to maintain the stability of the entire building structure. In order to ensure the stability of the groove while the damper supports it, and to provide vertical connecting support at the groove, a reinforced concrete column structure with an energy-dissipating damper was designed. This structure adds a vertical plate and a guide groove at the groove of the reinforced support column, which can provide a guiding support effect when the groove of the reinforced support column is subjected to small-amplitude compression. Thus, while the damper supports the stability of the groove, the groove also provides vertical connecting support, thereby providing a guiding support effect at the groove of the reinforced support column. Utility Model Content

[0004] The purpose of this invention is to provide a concrete reinforced column structure with an energy-dissipating damper, which provides vertical connecting support force at the groove while stabilizing the damper support groove, thereby providing a guiding support effect at the groove of the reinforced column and solving the aforementioned technical problems.

[0005] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: a concrete reinforced column structure with an energy-dissipating damper, comprising two triangular support members fixedly connected to the inner cavity of the reinforced support column by bolts; the two triangular support members are respectively located on the upper and lower sides of the inner cavity of the reinforced support column; a damper is rotatably connected between the two triangular support members; a metal edging is fixedly connected to the top of the inner cavity of the reinforced support column by bolts; a support plate is fixedly connected to the front side of the metal edging by bolts; three thickened support blocks are welded to the front side of the support plate; vertical plates are welded to the bottom of each of the three thickened support blocks; an L-shaped edging plate is fixedly connected to the bottom of the inner cavity of the reinforced support column by bolts; a lifting plate is fixedly connected to the front side of the L-shaped edging plate by bolts; three guide grooves are welded to the front side of the lifting plate; and the surface of the vertical plate is slidably connected to the inner cavity of the guide grooves.

[0006] Preferably, the front and rear sides of the vertical plate are both fixedly connected with reinforcing horizontal plates by bolts.

[0007] Preferably, an oblique support plate is welded between the rear side of the raised plate and the top of the L-shaped edging plate.

[0008] Preferably, the left and right sides of the triangular support are welded with enlarged reinforcing plates.

[0009] Preferably, the expanded reinforcing plates are all fixedly connected to the inner cavity of the reinforcing support column by bolts.

[0010] Preferably, a support reinforcement plate is welded between the top of the expanded reinforcement plate and the surface of the triangular support member.

[0011] The beneficial effects of this utility model are:

[0012] 1. This utility model, through the combined use of metal edging, vertical plate, L-shaped edging plate and guide groove, can enable the groove of the reinforced support column to obtain a guiding support effect when a small amount of compression occurs. This achieves the effect of stabilizing the damper support groove while providing vertical connecting support force at the groove, so that the groove of the reinforced support column obtains a guiding support effect.

[0013] 2. By setting an oblique support plate, this utility model can provide oblique support between the raised plate and the L-shaped edging plate, making the raised plate more stable when supporting the guide groove.

[0014] 3. By setting the expansion reinforcement plate, this utility model can increase the contact area between the bottom of the triangular support and the inner cavity of the reinforcement support column groove, which can make the triangular support more fixed in the process of supporting the damper. Attached Figure Description

[0015] in:

[0016] Figure 1 This is a front view schematic diagram of one embodiment of the present utility model;

[0017] Figure 2 This is a left-side view of one embodiment of the present invention;

[0018] Figure 3 This is a left-side view of one embodiment of the present invention;

[0019] Figure 4 This is one embodiment of the present utility model. Figure 1 A magnified view of a portion of the image;

[0020] Figure 5 This is one embodiment of the present utility model. Figure 3 A magnified view of a portion of the image.

[0021] The attached diagram lists the components represented by each number as follows:

[0022] 1. Reinforced support column; 2. Triangular support component; 3. Damper; 4. Metal edging; 5. Support plate; 6. Thickened support block; 7. Vertical plate; 8. L-shaped edging plate; 9. Elevating plate; 10. Guide groove; 11. Reinforced horizontal plate; 12. Diagonal support plate; 13. Expanded reinforcement plate; 14. Support reinforcement plate. Detailed Implementation

[0023] In the following description, embodiments of the concrete reinforced column structure with energy-dissipating damper of the present invention will be described with reference to the accompanying drawings. Example 1

[0024] Figure 1-5 This invention illustrates a concrete reinforced column structure with an energy-dissipating damper according to an embodiment of the present invention. The structure includes: two triangular support members 2 bolted to the inner cavity of a reinforced support column 1; the two triangular support members 2 are located on the upper and lower sides of the inner cavity of the reinforced support column 1, respectively; a damper 3 is rotatably connected between the two triangular support members 2; a metal edging 4 bolted to the top of the inner cavity of the reinforced support column 1; a support plate 5 bolted to the front side of the metal edging 4; three thickened support blocks 6 welded to the front side of the support plate 5; and vertical plates 7 welded to the bottom of each of the three thickened support blocks 6. An L-shaped edging plate 8 is bolted to the bottom of the inner cavity of the support column 1. A lifting plate 9 is bolted to the front side of the L-shaped edging plate 8. Three guide grooves 10 are welded to the front side of the lifting plate 9. The surface of the vertical plate 7 is slidably connected to the inner cavity of the guide groove 10. Reinforcing horizontal plates 11 are bolted to both the front and rear sides of the three vertical plates 7. An inclined support plate 12 is welded between the rear side of the lifting plate 9 and the top of the L-shaped edging plate 8. The inclined support plate 12 provides an inclined support force between the lifting plate 9 and the L-shaped edging plate 8, making the lifting plate 9 more stable when supporting the guide groove 10. Example 2

[0025] Figure 1-5This invention illustrates a concrete reinforced column structure with an energy-dissipating damper according to an embodiment of the present invention. The structure includes: two triangular support members 2 bolted to the inner cavity of a reinforced support column 1, located on the upper and lower sides of the inner cavity of the column 1 respectively; a damper 3 rotatably connected between the two triangular support members 2; a metal edging 4 bolted to the top of the inner cavity of the column 1; a support plate 5 bolted to the front of the metal edging 4; three thickened support blocks 6 welded to the front of the support plate 5; vertical plates 7 welded to the bottom of each of the three thickened support blocks 6; and an L-shaped bracket bolted to the bottom of the inner cavity of the column 1. The front side of the side plate 8 and the L-shaped edge plate 8 are fixedly connected to the lifting plate 9 by bolts. The front side of the lifting plate 9 is welded with three guide grooves 10. The surface of the vertical plate 7 is slidably connected to the inner cavity of the guide groove 10. The left and right sides of the triangular support member 2 are both welded with enlarged reinforcing plates 13. Both enlarged reinforcing plates 13 are fixedly connected to the inner cavity of the reinforcing support column 1 by bolts. By setting the enlarged reinforcing plates 13, the contact area between the bottom of the triangular support member 2 and the inner cavity of the groove of the reinforcing support column 1 can be increased, so that the triangular support member 2 can be more fixed in the process of supporting the damper 3. The top of the two enlarged reinforcing plates 13 and the surface of the triangular support member 2 are both welded with supporting reinforcing plates 14.

[0026] Working principle: When using this utility model, the user fixes the damper 3 in the inner cavity of the groove of the reinforced support column 1 using the triangular support 2. Then, the metal edging 4 and the L-shaped edging plate 8 are fixedly connected to the upper and lower sides of the inner cavity of the groove using bolts. This fixes the position of the thickened support block 6 and the vertical plate 7 at the front of the groove. Then, the lifting plate 9 is connected to the guide groove 10 from bottom to top, so that the guide groove 10 is fitted onto the surface of the vertical plate 7. When it slides to the appropriate position, the position of the lifting plate 9 and the guide groove 10 is fixed using bolts. This ensures that the damper supports the groove stably while providing vertical connection support force at the groove, so that the groove of the reinforced support column 1 receives a guiding support effect.

[0027] In summary, this reinforced concrete column structure with energy-dissipating damper, through the combined use of metal edging 4, vertical plate 7, L-shaped edging plate 8, and guide groove 10, enables the groove of the reinforced support column 1 to achieve a guiding support effect when subjected to small-amplitude compression. This achieves the goal of stabilizing the groove of the damper support while providing vertical connecting support force at the groove, thus providing a guiding support effect at the groove of the reinforced support column 1.

Claims

1. A reinforced concrete column structure with an energy-dissipating damper, characterized in that, The structure includes a triangular support member (2) that is fixedly connected to the inner cavity of the reinforced support column (1) by bolts. There are two triangular support members (2), which are located on the upper and lower sides of the inner cavity of the reinforced support column (1) respectively. A damper (3) is rotatably connected between the two triangular support members (2). A metal edging (4) is fixedly connected to the top of the inner cavity of the reinforced support column (1) by bolts. A support plate (5) is fixedly connected to the front side of the metal edging (4) by bolts. Three thickened support blocks (6) are welded to the front side of the support plate (5). A vertical plate (7) is welded to the bottom of each of the three thickened support blocks (6). An L-shaped edging plate (8) is fixedly connected to the bottom of the inner cavity of the reinforced support column (1) by bolts. A lifting plate (9) is fixedly connected to the front side of the L-shaped edging plate (8) by bolts. Three guide grooves (10) are welded to the front side of the lifting plate (9). The surface of the vertical plate (7) is slidably connected to the inner cavity of the guide groove (10).

2. The concrete reinforced column structure with energy-dissipating damper according to claim 1, characterized in that, The front and rear sides of the three vertical plates (7) are all fixedly connected with reinforcing horizontal plates (11) by bolts.

3. The concrete reinforced column structure with energy-dissipating damper according to claim 2, characterized in that, An inclined support plate (12) is welded between the rear side of the raised plate (9) and the top of the L-shaped edging plate (8).

4. The concrete reinforced column structure with energy-dissipating damper according to claim 3, characterized in that, The triangular support member (2) has enlarged reinforcing plates (13) welded on both the left and right sides.

5. The concrete reinforced column structure with energy-dissipating damper according to claim 4, characterized in that, Both of the expanded reinforcing plates (13) are fixedly connected to the inner cavity of the reinforcing support column (1) by bolts.

6. The concrete reinforced column structure with energy-dissipating damper according to claim 5, characterized in that, A support reinforcement plate (14) is welded between the top of the two expanded reinforcement plates (13) and the surface of the triangular support (2).

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