CN219974006U - High wind pressure support upright post for intelligent light equipment integrated platform - Google Patents
High wind pressure support upright post for intelligent light equipment integrated platform Download PDFInfo
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- CN219974006U CN219974006U CN202321455551.8U CN202321455551U CN219974006U CN 219974006 U CN219974006 U CN 219974006U CN 202321455551 U CN202321455551 U CN 202321455551U CN 219974006 U CN219974006 U CN 219974006U
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- 229910000831 Steel Inorganic materials 0.000 claims description 69
- 239000010959 steel Substances 0.000 claims description 69
- 230000003014 reinforcing effect Effects 0.000 claims description 29
- 230000002787 reinforcement Effects 0.000 claims description 18
- 230000010354 integration Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 10
- 238000009434 installation Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
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- 238000010586 diagram Methods 0.000 description 2
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Abstract
The utility model relates to the technical field of building machine equipment design, installation and assembly, and provides a high wind pressure support column for an intelligent light equipment integrated platform, which comprises the following components: the first support upright post structure supports one end of the bailey frame; the second support upright post structure is arranged at intervals with the first support upright post structure and supports the other end of the bailey frame; the first support upright post structure comprises a first support part for supporting the bailey frame, a rectangular upright post for supporting the first support part and a second support part for supporting the rectangular upright post; the second support upright post structure comprises a third support part for supporting the bailey frame, a triangular prism upright post for supporting the third support part and a fourth support part for supporting the triangular prism upright post. According to the scheme of the utility model, stable support can be realized in the area with unstable wind pressure, and construction safety is ensured. The first support upright post structure is close to the big direction setting of wind pressure, and the second support upright post structure is close to the little direction setting of wind pressure, so the setting can stably bear the wind pressure, guarantees the firm of stability of system, guarantees construction safety.
Description
Technical Field
The utility model relates to the technical field of building machine equipment design, installation and assembly, in particular to a high wind pressure support column for an intelligent light equipment integrated platform.
Background
The conventional support structure for supporting the top-mold bailey frame generally adopts two H-shaped steels welded through stiffening I-shaped steels to form a support column of the upper-layer bailey frame. The following objective disadvantages exist in such a scheme:
(1) Only two I-beams are welded, the pressure is high, the required I-beam type is large, the deformation is easy to be caused by the force in the direction of the I-beams, the height-width ratio is too large, the influence of horizontal wind load is easy to be caused, and if the deformation resistance is high.
(2) The acceptance is unstable, the eccentric stress is easy, the stress range of two I-beams is limited, the practical range of the same support is small, and a welding method is adopted between the upright post of the conventional building machine and the bailey beam and guide rail support, so that the turnover and the reuse are inconvenient.
Disclosure of Invention
The utility model aims to solve at least one technical problem in the background art and provides a high wind pressure support column for an intelligent light equipment integrated platform.
In order to achieve the above object, the present utility model provides a high wind pressure support column for an intelligent light equipment integration platform, comprising:
the first support upright post structure supports one end of the bailey frame;
the second support upright post structure is arranged at intervals with the first support upright post structure and supports the other end of the bailey frame;
the first support upright post structure comprises a first support part for supporting the bailey frame, a rectangular upright post for supporting the first support part and a second support part for supporting the rectangular upright post;
the second support column structure comprises a third support part for supporting the bailey frame, a triangular prism column for supporting the third support part and a fourth support part for supporting the triangular prism column.
According to one aspect of the utility model, the first support portion is arranged in a rectangular shape, and reinforcing rib plates are arranged on the first support portion.
According to one aspect of the utility model, the rectangular body upright comprises rectangular steel brackets and steel columns respectively arranged at four corners of the rectangular steel brackets, and each steel column is perpendicular to the rectangular steel bracket space.
According to one aspect of the utility model, a reinforcing structure is provided between each of the steel columns.
According to one aspect of the utility model, the reinforcement structure is a K-shaped reinforcement frame.
According to one aspect of the utility model, the reinforcement structure is an X-shaped reinforcement frame.
According to one aspect of the utility model, the second support portion is arranged in a rectangular shape, and reinforcing rib plates are arranged on the second support portion.
According to one aspect of the present utility model, the third supporting portion is arranged in a rectangular shape, and a reinforcing plate connecting the triangular prism columns is provided on the third supporting portion.
According to one aspect of the utility model, the triangular prism column comprises a plurality of triangular supports and branch pipes respectively arranged on the triangular supports, and each branch pipe is perpendicular to the triangular support space.
According to one aspect of the utility model, the fourth supporting part is arranged in a T shape, and the fourth supporting part is provided with a reinforcing rib plate.
According to one aspect of the present utility model, a high wind pressure support column for an intelligent lightweight equipment integrated platform, comprises: the first support upright post structure supports one end of the bailey frame; the second support upright post structure is arranged at intervals with the first support upright post structure and supports the other end of the bailey frame; the first support upright post structure comprises a first support part for supporting the bailey frame, a rectangular upright post for supporting the first support part and a second support part for supporting the rectangular upright post; the second support upright post structure comprises a third support part for supporting the bailey frame, a triangular prism upright post for supporting the third support part and a fourth support part for supporting the triangular prism upright post. By the arrangement, the high wind pressure support upright post for the intelligent light equipment integrated platform can stably support the bailey frame in an area with unstable wind pressure (such as coastal areas), and the construction safety is ensured. Specifically, the first support upright post structure with the rectangular upright post is arranged in the direction close to the large wind pressure, and the second support upright post structure with the triangular prism upright post is arranged in the direction close to the small wind pressure, so that the arrangement can stably bear the wind pressure, the stability and firmness of the system in the construction process are ensured, and the construction safety is ensured.
According to one aspect of the present utility model, the first supporting portion is arranged in a rectangular shape, and a reinforcing rib plate is provided on the first supporting portion. Specifically, the first supporting part is formed by connecting first H-shaped steel and second H-shaped steel, and the reinforcing rib plate is arranged on the first H-shaped steel. By the arrangement, stable and firm support can be realized, the overall rigidity is high, and the structure is stable.
According to one aspect of the utility model, the rectangular body upright comprises rectangular steel brackets and steel columns respectively arranged at four corners of the rectangular steel brackets, and each steel column is vertical to the space of the rectangular steel bracket. The end parts of the steel columns are connected with the joints of the first H-shaped steel and the second H-shaped steel. By the arrangement, the overall structure has high strength, is uniformly stressed, and reduces stress concentration.
According to one aspect of the utility model, the reinforcement structure is a K-shaped reinforcement or an X-shaped reinforcement. By the arrangement, the rigidity and the drawknot performance of the upright post type supporting structure can be effectively enhanced, and the arrangement stability is improved.
According to one scheme of the utility model, the second supporting part is formed by connecting third H-shaped steel and fourth H-shaped steel, and the reinforcing rib plate is arranged on the third H-shaped steel. By the arrangement, stable and firm support can be realized, the overall rigidity is high, and the structure is stable.
According to one aspect of the present utility model, the third supporting portion is arranged in a rectangular shape, and a reinforcing plate connected to the triangular prism column is provided on the third supporting portion. The reinforcing plates are arranged on two corners of one side of the rectangular triangular prism at the same time, so that Y-shaped supports are formed between one column of the triangular prism and the two reinforcing plates, and therefore stable supports can be formed on each side of the third supporting portion, and the supporting strength is guaranteed.
According to one aspect of the present utility model, a triangular column includes a plurality of triangular supports and branch pipes respectively arranged at the triangular supports, each branch pipe being perpendicular to the triangular support space. So set up, can make triangular prism stand stable in structure, whole rigidity intensity is big, and bearing capacity is strong.
According to one scheme of the utility model, the fourth supporting part is arranged in a T shape, and the fourth supporting part is provided with reinforcing rib plates. The stable support to triangular prism stand column can be guaranteed on the basis of material saving to the setting like this, guarantees the support intensity.
According to the scheme of the utility model, the two ends of the first support upright post structure and the second support upright post structure are connected with the upper bailey beam and the lower support in a bolt connection mode, so that the device is convenient to install and disassemble, and the construction speed and efficiency can be effectively improved.
According to the scheme of the utility model, the top of the supporting upright post structure is welded into a square steel platform by adopting I-steel, reserved holes are formed, and the square steel platform is reinforced by adopting bolts and nuts, so that the square steel platform is convenient to install and dismantle.
The bottom adopts I-steel to weld square steel platform and T shape steel platform, sets up the reserved hole, is convenient for with the fixed and ann tear open of guide rail support, the guide rail stress surface of increase simultaneously guarantees the atress balanced, designs the bracing for the guide rail support simultaneously, prevents to warp too greatly.
The square upright post is designed, I-steel is adopted to strengthen the middle of the four H-shaped steel posts, K-shaped and X-shaped reinforcements are adopted at necessary places, and the rigidity and the drawknot performance of the upright post are enhanced.
The triangular upright post is designed, three round upright posts are welded and reinforced by adopting seamless pipes, so that the relevant overall performance is guaranteed, meanwhile, the bottom is reinforced by adopting the lug plates, the triangular upright post is convenient to weld with a steel platform, and the upper part is reinforced by adopting the inclined stay pipes, thereby being beneficial to balancing the self gravity of the steel platform.
Drawings
FIG. 1 schematically illustrates a structural layout of an application scenario for a high wind pressure support column of an intelligent lightweight equipment integrated platform according to an embodiment of the present utility model;
FIG. 2 schematically illustrates a front view of a first support column structure according to one embodiment of the utility model;
FIG. 3 schematically illustrates a front view of a second support column structure according to one embodiment of the utility model;
FIGS. 4-6 show cross-sectional views of portions 1-1, 2-2 and 3-3 of FIG. 2, respectively;
FIG. 7 schematically illustrates a reinforcing block diagram according to one embodiment of the present utility model;
FIG. 8 schematically illustrates a reinforcing block diagram according to another embodiment of the present utility model;
fig. 9-11 show section views of 1-1, 2-2 and 3-3, respectively, of fig. 3.
Detailed Description
The present disclosure will now be discussed with reference to exemplary embodiments. It should be understood that the embodiments discussed are merely to enable those of ordinary skill in the art to better understand and thus practice the teachings of the present utility model and do not imply any limitation on the scope of the utility model.
As used herein, the term "comprising" and variants thereof are to be interpreted as meaning "including but not limited to" open-ended terms. The term "based on" is to be interpreted as "based at least in part on". The terms "one embodiment" and "an embodiment" are to be interpreted as "at least one embodiment.
FIG. 1 schematically illustrates a structural layout of an application scenario for a high wind pressure support column of an intelligent lightweight equipment integrated platform according to an embodiment of the present utility model; FIG. 2 schematically illustrates a front view of a first support column structure according to one embodiment of the utility model; fig. 3 schematically illustrates a front view of a second support column structure according to an embodiment of the utility model. Referring to fig. 1 to 3, in this embodiment, a high wind pressure support column for an intelligent light equipment integration platform includes:
a first support column structure 1 supporting one end (left end in fig. 1) of a bailey frame 3;
the second support upright structure 2 is arranged at intervals from the first support upright structure 1 and supports the other end (right end in fig. 1) of the bailey frame 3;
the first support column structure 1 includes a first support portion 101 supporting the bailey frame 3, a rectangular body column 102 supporting the first support portion 101, and a second support portion 103 supporting the rectangular body column 102;
the second support column structure 2 includes a third support portion 201 supporting the bailey frame 3, a triangular prism column 202 supporting the third support portion 201, and a fourth support portion 203 supporting the triangular prism column 202.
By the arrangement, the high wind pressure support upright post for the intelligent light equipment integrated platform can stably support the bailey frame in an area with unstable wind pressure (such as coastal areas), and the construction safety is ensured. Specifically, the first support column structure 1 with the rectangular column 102 is arranged in the direction close to the large wind pressure, and the second support column structure 2 with the triangular column 202 is arranged in the direction close to the small wind pressure, so that the arrangement can stably bear the wind pressure, the stability and firmness of the system in the construction process are ensured, and the construction safety is ensured.
Further, FIGS. 4-6 show cross-sectional views of portions 1-1, 2-2 and 3-3 of FIG. 2, respectively. As shown in fig. 4 to 6, in the present embodiment, the first supporting portion 101 is arranged in a rectangular shape, and reinforcing ribs are provided on the first supporting portion 101. Specifically, the first support portion 101 is formed by connecting a first H-section steel 1011 and a second H-section steel 1012, and a reinforcing rib plate is provided on the first H-section steel 1011. By the arrangement, stable and firm support can be realized, the overall rigidity is high, and the structure is stable.
In the present embodiment, the rectangular body pillar 102 includes rectangular steel brackets 1021 and steel columns 1022 arranged at four corners of the rectangular steel brackets 1021, respectively, each steel column 1022 being spatially perpendicular to the rectangular steel brackets 1021. The ends of each steel column 1022 are connected to the junction of the first H-section steel 1011 and the second H-section steel 1012. By the arrangement, each steel column 1022 can be reinforced by the rectangular steel support 1021, so that the overall structure is high in strength, uniform in stress and reduced in stress concentration.
In this embodiment, a reinforcing structure 1023 is provided between the steel columns 1022.
As shown in fig. 7, the reinforcement structure 1023 is a K-shaped reinforcement frame. Alternatively, as shown in fig. 8, the reinforcement structure 1023 is an X-shaped reinforcement frame. By the arrangement, the rigidity and the drawknot performance of the upright post type supporting structure can be effectively enhanced, and the arrangement stability is improved.
In the present embodiment, the second supporting portions 103 are arranged in a rectangular shape, and reinforcing rib plates are provided on the second supporting portions 103. Specifically, the second supporting portion 103 is formed by connecting a third H-section steel 1031 and a fourth H-section steel 1032, and the reinforcing rib plate is provided on the third H-section steel 1031. By the arrangement, stable and firm support can be realized, the overall rigidity is high, and the structure is stable.
Further, FIGS. 9-11 show section views of FIGS. 3 at 1-1, 2-2 and 3-3, respectively. As shown in fig. 9 to 11, in the present embodiment, the third supporting portion 201 is arranged in a rectangular shape, and a reinforcing plate connecting the triangular prism columns 202 is provided on the third supporting portion 201. Specifically, two corners on one side of the rectangle are provided with reinforcing plates simultaneously to one column of the triangular prism, so that Y-shaped supports are formed between one column of the triangular prism and the two reinforcing plates, and each side of the third supporting portion 201 can be stably supported, and supporting strength is guaranteed. In the present embodiment, the third support portion 201 is formed by connecting the first profile steel 2011 and the second profile steel 2012, and the reinforcing plate is provided on the first profile steel 2011.
Further, in the present embodiment, the triangular prism column 202 includes a plurality of triangular brackets 2021 and branch pipes 2022 respectively arranged in the triangular shape of the triangular brackets 2021, each branch pipe 2022 being spatially perpendicular to the triangular brackets 2021. By the arrangement, the triangular prism stand column 202 is stable in structure, high in overall rigidity strength and strong in supporting capacity.
Further, in the present embodiment, the fourth supporting portion 203 is arranged in a T shape, and reinforcing ribs are provided on the fourth supporting portion 203. The stable support to triangular prism stand 202 can be guaranteed to this setting on material saving's basis, guarantees the support intensity.
Moreover, in the utility model, the two ends of the first support upright post structure 1 and the second support upright post structure 2 are connected with the upper bailey beam and the lower support in a bolt connection mode, so that the device is convenient to install and detach, and the construction speed and efficiency can be effectively improved. Specifically, the two ends of the first support upright post structure 1 and the second support upright post structure 2 are provided with reserved holes, and the reserved holes are formed in the lower guide rail platform and the upper bailey beam through the bolts, so that the upright post is convenient to install, dismantle and recycle.
According to the scheme, the square steel platform is welded on the top of the supporting upright post structure by adopting I-steel, reserved holes are formed, and bolts and nuts are used for reinforcement, so that the square steel platform is convenient to install and dismantle.
The bottom adopts I-steel to weld square steel platform and T shape steel platform, sets up the reserved hole, is convenient for with the fixed and ann tear open of guide rail support, the guide rail stress surface of increase simultaneously guarantees the atress balanced, designs the bracing for the guide rail support simultaneously, prevents to warp too greatly.
The square upright post is designed, I-steel is adopted to strengthen the middle of the four H-shaped steel posts, K-shaped and X-shaped reinforcements are adopted at necessary places, and the rigidity and the drawknot performance of the upright post are enhanced.
The triangular upright post is designed, three round upright posts are welded and reinforced by adopting seamless pipes, so that the relevant overall performance is guaranteed, meanwhile, the bottom is reinforced by adopting the lug plates, the triangular upright post is convenient to weld with a steel platform, and the upper part is reinforced by adopting the inclined stay pipes, thereby being beneficial to balancing the self gravity of the steel platform.
Finally, it is noted that the above-mentioned preferred embodiments are only intended to illustrate rather than limit the utility model, and that, although the utility model has been described in detail by means of the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the scope of the utility model as defined by the appended claims.
Claims (10)
1. High wind pressure support column for intelligent light equipment integration platform, which is characterized in that the high wind pressure support column comprises:
a first support column structure (1) supporting one end of the bailey frame;
the second support upright post structure (2) is arranged at intervals with the first support upright post structure (1) and supports the other end of the bailey frame;
the first support column structure (1) comprises a first support part (101) for supporting the bailey frame, a rectangular column (102) for supporting the first support part (101) and a second support part (103) for supporting the rectangular column (102);
the second support column structure (2) comprises a third support portion (201) for supporting the bailey frame, a triangular column (202) for supporting the third support portion (201), and a fourth support portion (203) for supporting the triangular column (202).
2. The high wind pressure support column for an intelligent light equipment integrated platform according to claim 1, wherein the first support portion (101) is arranged in a rectangular shape, and reinforcing rib plates are arranged on the first support portion (101).
3. The high wind pressure support column for intelligent lightweight equipment integrated platforms as claimed in claim 1, wherein the rectangular body column (102) comprises rectangular steel brackets (1021) and steel columns (1022) respectively arranged at four corners of the rectangular steel brackets (1021), each of the steel columns (1022) being spatially perpendicular to the rectangular steel brackets (1021).
4. A high wind pressure support column for intelligent lightweight equipment integrated platforms as claimed in claim 3, wherein a reinforcing structure (1023) is provided between each of said steel columns (1022).
5. The high wind pressure support column for intelligent lightweight equipment integrated platforms as described in claim 4, wherein said reinforcement structure (1023) is a K-shaped reinforcement frame.
6. The high wind pressure support column for intelligent lightweight equipment integrated platforms as described in claim 4, wherein said reinforcement structure (1023) is an X-shaped reinforcement frame.
7. The high wind pressure support column for an intelligent light equipment integrated platform according to claim 1, wherein the second support portion (103) is arranged in a rectangular shape, and reinforcing rib plates are arranged on the second support portion (103).
8. The high wind pressure support column for an intelligent lightweight equipment integrated platform according to claim 1, wherein the third support portion (201) is arranged in a rectangular shape, and a reinforcing plate for connecting the triangular prism column (202) is provided on the third support portion (201).
9. The high wind pressure support column for intelligent lightweight equipment integrated platforms as claimed in claim 1, wherein the triangular prism column (202) comprises a plurality of triangular supports (2021) and branch pipes (2022) respectively arranged at the triangular supports (2021) in a triangular shape, each branch pipe (2022) being spatially perpendicular to the triangular supports (2021).
10. The high wind pressure support column for an intelligent lightweight equipment integration platform according to any one of claims 1-9, wherein the fourth support portion (203) is arranged in a T-shape, and reinforcing ribs are provided on the fourth support portion (203).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321455551.8U CN219974006U (en) | 2023-06-08 | 2023-06-08 | High wind pressure support upright post for intelligent light equipment integrated platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321455551.8U CN219974006U (en) | 2023-06-08 | 2023-06-08 | High wind pressure support upright post for intelligent light equipment integrated platform |
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| Publication Number | Publication Date |
|---|---|
| CN219974006U true CN219974006U (en) | 2023-11-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321455551.8U Active CN219974006U (en) | 2023-06-08 | 2023-06-08 | High wind pressure support upright post for intelligent light equipment integrated platform |
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| CN (1) | CN219974006U (en) |
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2023
- 2023-06-08 CN CN202321455551.8U patent/CN219974006U/en active Active
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