CN220100394U - High stability lattice column - Google Patents
High stability lattice column Download PDFInfo
- Publication number
- CN220100394U CN220100394U CN202321534403.5U CN202321534403U CN220100394U CN 220100394 U CN220100394 U CN 220100394U CN 202321534403 U CN202321534403 U CN 202321534403U CN 220100394 U CN220100394 U CN 220100394U
- Authority
- CN
- China
- Prior art keywords
- lattice column
- connecting plate
- backup pad
- lattice
- high stability
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000003351 stiffener Substances 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 230000002787 reinforcement Effects 0.000 claims 1
- 230000005484 gravity Effects 0.000 abstract description 5
- 238000005452 bending Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a high-stability lattice column, and relates to the field of lattice columns. The scheme is proposed below, and it includes the lattice column cylinder, and the lattice column cylinder comprises multisection single-section post coincide, single-section post includes backup pad, connecting seat and first stiffener, the backup pad both ends all are fixed with the connecting seat, the backup pad is equipped with four, and is adjacent link to each other through first stiffener between the backup pad, the inside anti-tilt mechanism that is equipped with of lattice column cylinder, anti-tilt mechanism comprises first connecting plate, second connecting plate, cable, counter weight ball and pipe box, first connecting plate and second connecting plate are all fixed on the single-section post, counter weight ball passes through pipe box and first connecting plate sliding connection, just the both ends of cable link to each other with second connecting plate and counter weight ball respectively. By installing the anti-tilting mechanism in the latticed column body, the high-point gravity center of the latticed column body is pulled down to a low point, and the wind resistance of the latticed column body is improved.
Description
Technical Field
The utility model relates to the field of lattice columns, in particular to a high-stability lattice column.
Background
The lattice column is used as a bending component and is mainly used for building frame columns and independent columns, the section of the lattice column is generally formed by designing section steel or steel plates into a double-shaft symmetrical or single-shaft symmetrical section, the lattice system component is composed of limbs and a patching material, the limbs are mainly subjected to axial force, the patching material is mainly resistant to lateral force (relative to the axial direction of limbs), the patching material form of the lattice column is mainly provided with lacing bars and lacing plates, the structural characteristics of the lattice column are that the material area is arranged far away from an inertia shaft, the bending resistance of the component can be enhanced under the condition of the same axial resistance, and materials are saved.
The publication number is: the Chinese patent of CN211622276U discloses a high-stability lattice column, which comprises L-shaped plates, wherein four L-shaped plates are arranged in total, a plurality of cross reinforcing rods are welded between the inner surface walls of the four L-shaped plates at equal intervals along the vertical direction, and a plurality of reinforcing plates are welded between the outer surfaces of every two adjacent L-shaped plates at equal intervals along the vertical direction;
the overall structural strength of the lattice column is improved by installing the cross reinforcing rods between the adjacent L-shaped plates, but once the lattice column is too high, the center of the high point of the lattice column is too high, and the wind resistance and the strength cannot be improved by the cross reinforcing rods.
Disclosure of Invention
Object of the utility model
In view of the above, the present utility model is directed to a high stability lattice column to improve the wind resistance and strength of the lattice column.
(II) technical scheme
In order to achieve the technical purpose, the utility model provides a high-stability lattice column:
the structure comprises a lattice column body, the lattice column body is formed by overlapping a plurality of sections of single-section columns, each single-section column comprises a supporting plate, connecting seats and first reinforcing rods, the two ends of each supporting plate are fixedly provided with the connecting seats, each supporting plate is provided with four adjacent supporting plates are connected through the corresponding first reinforcing rods, an anti-tilting mechanism is arranged inside the lattice column body and comprises a first connecting plate, a second connecting plate, a guy rope, a counterweight ball and a pipe sleeve, the first connecting plate and the second connecting plate are all fixed on the single-section column, the counterweight ball is connected with the first connecting plate in a sliding mode through the pipe sleeve, and the two ends of the guy rope are connected with the second connecting plate and the counterweight ball respectively.
Preferably, the first connecting plate is fixedly connected with the connecting seat in the single-section column at the bottommost part of the lattice column body through bolts.
Preferably, the second connecting plate is fixedly connected with the connecting seat in the single-section column at the bottommost part of the lattice column body through bolts.
Preferably, the cross section of the first reinforcing rod is L-shaped.
Preferably, a second reinforcing rod is arranged between the adjacent supporting plates, two ends of the second reinforcing rod are fixedly connected with the two connecting seats respectively, and the cross section of the second reinforcing rod is L-shaped.
Preferably, the sleeve is fixed on the first connecting plate, and the counterweight ball is in sliding connection with the sleeve.
Preferably, four inhaul cables are arranged, and the tops of the four inhaul cables are located at four corners of the second connecting plate.
From the above technical scheme, the utility model has the following beneficial effects:
1: by installing the anti-tilting mechanism in the latticed column body, the high-point gravity center of the latticed column body is pulled down to a low point, and the wind resistance of the latticed column body is improved.
2: the adjacent support plates are connected through the first reinforcing rods, the cross sections of the first reinforcing rods are L-shaped, and the bending resistance of the adjacent support plates is stronger than that of the adjacent support plates, so that the strength of the lattice column body is improved.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are required to be used in the embodiments or the description of the prior art will be briefly described below, and it is obvious that the drawings in the following description are only embodiments of the present utility model, and that other drawings can be obtained according to the provided drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the overall structure of a high stability lattice column according to the present utility model;
FIG. 2 is a schematic diagram of a front view of a high stability lattice column according to the present utility model;
FIG. 3 is a schematic view of a partial explosion structure of a high stability lattice column according to the present utility model;
fig. 4 is a schematic partial structure of a high stability lattice column according to the present utility model.
Description of the drawings: 1. a single section column; 11. a support plate; 12. a connecting seat; 13. a first reinforcing rod; 14. a second reinforcing rod; 2. a first connection plate; 3. a second connecting plate; 4. a guy cable; 5. a weight ball; 6. a pipe sleeve.
Detailed Description
The following description is merely exemplary in nature and is not intended to limit the present disclosure, application, or uses. It should be understood that throughout the drawings, the same or similar reference numerals indicate the same or similar parts and features. The drawings merely schematically illustrate the concepts and principles of embodiments of the disclosure and do not necessarily illustrate the specific dimensions and proportions of the various embodiments of the disclosure. Specific details or structures may be shown in exaggerated form in particular figures to illustrate related details or structures of embodiments of the present disclosure.
Referring to fig. 1-4:
the utility model provides a high stability lattice column, including the lattice column cylinder, the lattice column cylinder comprises the coincide of multisection single-section column 1, single-section column 1 includes backup pad 11, connecting seat 12 and first stiffener 13, backup pad 11 both ends all are fixed with connecting seat 12, backup pad 11 is equipped with four, link to each other through first stiffener 13 between the adjacent backup pad 11, the inside anti-tilting mechanism that is equipped with of lattice column cylinder, anti-tilting mechanism comprises first connecting plate 2, second connecting plate 3, guy cable 4, counter weight ball 5 and pipe box 6, first connecting plate 2 and second connecting plate 3 are all fixed on single-section column 1, counter weight ball 5 passes through pipe box 6 and first connecting plate 2 sliding connection, and the both ends of guy cable 4 link to each other with second connecting plate 3 and counter weight ball 5 respectively, counter weight ball 5 self gravity is applyed to guy cable 4, let guy cable 4 pull second connecting plate 3, second connecting plate 3 is applyed gravity to top layer single-section column 1, let the center of whole lattice column down move.
Specifically, the first connecting plate 2 is fixedly connected with the connecting seat 12 positioned in the single-section column 1 at the bottommost part of the lattice column body through bolts.
More specifically, the second connecting plate 3 is connected and fixed with the connecting seat 12 positioned in the single-section column 1 at the bottommost part of the lattice column body through bolts.
Further, the cross section of the first reinforcing rod 13 is L-shaped, and the bending strength cross-plate is stronger.
Further, as shown in fig. 3, a second reinforcing rod 14 is disposed between the adjacent supporting plates 11 to enhance the overall strength of the single-section column 1, two ends of the second reinforcing rod 14 are fixedly connected with the two connecting seats 12 respectively, the cross section of the second reinforcing rod 14 is L-shaped, and the bending strength cross-plate is stronger.
More preferably, four inhaul cables 4 are arranged, the tops of the four inhaul cables 4 are located at four corners of the second connecting plate 3, the pulling force of the inhaul cables 4 is applied to the four corners of the second connecting plate 3, the second connecting plate 3 is stably pressed on the single-section column 1 on the top layer, first hanging rings are fixed at four corners of the bottom of the second connecting plate 3, and the first hanging rings are used for connecting the inhaul cables 4.
Working principle: when in use, the single-section columns 1 are selected according to the required heights of the lattice column columns, and the single-section columns 1 are overlapped and fixedly connected with the overlapped connecting seats 12 through bolts and nuts;
when the lattice column body is assembled, a first connecting plate 2 is arranged between two single-section columns 1 at the bottommost part, a second connecting plate 3 is fixed on the single-section column 1 at the topmost layer, the top of a guy rope 4 is hung on a first hanging ring at the bottom of the second connecting plate 3, the bottom of the guy rope 4 is hung on a second hanging ring at the top of a pipe sleeve 6, the center of gravity of the top of the single-section column 1 of the lattice column body is moved downwards, and the overall stability of the lattice column body is ensured.
The exemplary implementation of the solution proposed by the present disclosure has been described in detail hereinabove with reference to the preferred embodiments, however, it will be understood by those skilled in the art that various modifications and adaptations can be made to the specific embodiments described above and that various combinations of the technical features, structures proposed by the present disclosure can be made without departing from the scope of the present disclosure, which is defined by the appended claims.
Claims (7)
1. The utility model provides a high stability lattice column, includes lattice column body, its characterized in that, lattice column body comprises multisection list section post (1) coincide, list section post (1) are including backup pad (11), connecting seat (12) and first stiffener (13), backup pad (11) both ends all are fixed with connecting seat (12), backup pad (11) are equipped with four, adjacent link to each other through first stiffener (13) between backup pad (11), the inside mechanism that prevents inclining that is equipped with of lattice column body, prevent inclining mechanism by first connecting plate (2), second connecting plate (3), cable (4), counter weight ball (5) and pipe box (6) constitution, first connecting plate (2) and second connecting plate (3) are all fixed on list section post (1), counter weight ball (5) are through first connecting plate (2) sliding connection, just the both ends of cable (4) link to each other with second connecting plate (3) and pipe box ball counter weight (5).
2. A high stability lattice column according to claim 1, characterized in that the first connection plate (2) is fixed by bolts to a connection socket (12) located in the single section column (1) at the very bottom of the lattice column.
3. A high stability lattice column according to claim 1, characterized in that the second connection plate (3) is fixed by bolts to a connection socket (12) located in the single section column (1) at the very bottom of the lattice column.
4. A high stability lattice column according to claim 1, characterized in that the first reinforcement bar (13) is L-shaped in cross section.
5. The high-stability lattice column according to claim 1, wherein a second reinforcing rod (14) is arranged between adjacent supporting plates (11), two ends of the second reinforcing rod (14) are fixedly connected with two connecting seats (12) respectively, and the cross section of the second reinforcing rod (14) is L-shaped.
6. A high stability lattice column according to claim 1, characterized in that the socket (6) is fixed to the first connection plate (2), the weight ball (5) being slidingly connected to the socket (6).
7. A high stability lattice column according to claim 1, characterized in that the four guys (4) are provided, the tops of the four guys (4) being located at the four corners of the second connection plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321534403.5U CN220100394U (en) | 2023-06-15 | 2023-06-15 | High stability lattice column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321534403.5U CN220100394U (en) | 2023-06-15 | 2023-06-15 | High stability lattice column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220100394U true CN220100394U (en) | 2023-11-28 |
Family
ID=88872263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321534403.5U Active CN220100394U (en) | 2023-06-15 | 2023-06-15 | High stability lattice column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220100394U (en) |
-
2023
- 2023-06-15 CN CN202321534403.5U patent/CN220100394U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103643800B (en) | The erection & lift system of buckling-restrained bracing member and construction method thereof | |
| CN104895191B (en) | Steel structure anti-seismic energy consumption lateral force resisting system and design method | |
| CN113719139B (en) | Construction method for hoisting irregular space net rack of stadium | |
| CN101851970A (en) | Horizontal seamed energy dissipation prestressed shear wall structure | |
| CN101586400A (en) | Blocking partition adding type lift installation method of net rack | |
| CN212689520U (en) | Quick butt-joint type operation platform | |
| US20110265419A1 (en) | Metallic tower | |
| CN220100394U (en) | High stability lattice column | |
| CN208056308U (en) | A kind of dome structure for exempting from support installation | |
| CN105888227A (en) | Ultrahigh horn-shaped steel structure exterior facing construction platform, equalizing beam for construction and construction method of ultrahigh horn-shaped steel structure exterior facing construction platform | |
| CN204282803U (en) | To encorbelment formwork structure for mounting platform | |
| CN101633483A (en) | Integral lifting apparatus for steel structure net rack | |
| US2738039A (en) | Masts, towers, or like structure | |
| CN210597882U (en) | Lattice type steel reinforced concrete combined column beam column node | |
| CN106144877A (en) | A kind of attachment means for Longspan Bridge lifting and construction method | |
| CN216665060U (en) | Membrane structure cable wire stretch-draw auxiliary device | |
| CN110285952A (en) | A kind of lifeboat hanger test tool | |
| CN215593948U (en) | Upper structure of offshore booster station | |
| CN102127962B (en) | The bidirectional stress base section of the attached lift scaffold improved | |
| CN214033679U (en) | Major diameter hole pile steel reinforcement cage fixed stay device | |
| CN210975570U (en) | Operation platform for construction of large-section steel-concrete composite beam | |
| CN204212261U (en) | Post and curved beam horizontal flexibility connection space structural system | |
| CN104389354B (en) | Semi-girder damping system capable of realizing self-restoration after earthquake in super high-rise building | |
| CN108086477B (en) | High-altitude anti-tilting steel frame structure and installation method thereof | |
| CN203626212U (en) | Pier stud construction operation platform quick to disassemble and assemble |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |