CN219431040U - Steel construction cantilever Liang Liangzhu connected node structure - Google Patents
Steel construction cantilever Liang Liangzhu connected node structure Download PDFInfo
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- CN219431040U CN219431040U CN202320313538.2U CN202320313538U CN219431040U CN 219431040 U CN219431040 U CN 219431040U CN 202320313538 U CN202320313538 U CN 202320313538U CN 219431040 U CN219431040 U CN 219431040U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
The utility model relates to the technical field of building construction, in particular to a steel structure cantilever Liang Liangzhu connection node structure. Including steel construction post, structure roof beam subassembly, installation component, firm subassembly, the structure roof beam subassembly includes the steel construction roof beam, installation component includes the overlap joint roof, the lower extreme of overlap joint roof is connected with the location bottom plate, the one end that the overlap joint roof was kept away from to the location bottom plate is connected with the overlap joint bottom plate. The beneficial effects of the utility model are as follows: after the installation connection of overlap joint bottom plate and steel construction post is accomplished, the backup pad that this moment is located the lower extreme of locating bottom plate, through the setting of backup pad, can make the pressure that the steel construction roof beam received transmit for the steel construction post, and then reduce the pressure that the steel construction roof beam bore to improved compressive strength and bending strength of steel construction roof beam, through the setting of backup pad, can increase the area of connection of steel construction roof beam and steel construction post simultaneously, improve the steadiness that steel construction roof beam and steel construction post are connected.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a steel structure cantilever Liang Liangzhu connection node structure.
Background
With the development of economy and the enhancement of comprehensive strength in China, the steel structure building is rapidly developed. The steel structure has the advantages of high strength, light dead weight, good earthquake resistance, high construction speed, low foundation cost, small occupied area, high industrialization degree, attractive appearance and the like. In the steel structure, beam column joints of the steel structure have great influence on structural force transmission, engineering cost, construction difficulty and the like.
In the using process of the existing steel structure cantilever Liang Liangzhu connection node structure, the stress of the beam is required to be transmitted by the end plate of the beam, so that certain deformation exists at the end part of the beam, and the rigid connection of the beam and the column cannot be realized, thereby influencing the structural strength of the beam-column connection node.
Disclosure of Invention
In view of the above problems, an object of the present utility model is to: the utility model provides a steel construction cantilever Liang Liangzhu connected node structure, through the setting of backup pad, the pressure that makes steel construction roof beam receive is given the steel construction post, reduces the pressure that steel construction roof beam bore to improved compressive strength and bending strength of steel construction roof beam, can increase the connection area of steel construction roof beam and steel construction post through the backup pad simultaneously, improve the steadiness that steel construction roof beam and steel construction post are connected.
In order to achieve the above purpose, the utility model adopts the technical scheme that: the utility model provides a steel construction cantilever Liang Liangzhu connected node structure, includes steel construction post, structure beam assembly, installation component, firm subassembly, the structure beam assembly includes the steel construction roof beam, the inboard of steel construction roof beam is connected with the endotheca curb plate, the inboard of endotheca curb plate is connected with the enhancement stand, the side view cross section of strengthening the stand is right angled triangle structure setting, installation component includes the overlap joint roof, the one end of overlap joint roof is connected with the joint riser, the lower extreme of overlap joint roof is connected with positioning bottom plate, the one end that the overlap joint roof was kept away from to positioning bottom plate is connected with the overlap joint bottom plate, firm subassembly includes two backup pads that the size is the same, the one end that the overlap joint bottom plate was kept away from to firm curb plate is connected with firm roof, the both ends of firm curb plate all are connected with the backup pad.
For the steel structural column to be mounted and connected with the lap top plate:
as a further improvement of the above technical scheme: the joint riser is provided with two altogether, the bolt hole that is used for the erection joint is all offered to overlap joint roof and the inboard of joint riser.
During construction, the steel structure column is stably and vertically fixed on a construction site, one end of the lap joint top plate, which is far away from the clamping vertical plate, is in contact fit with the side face of the steel structure column, and then the steel structure column and the lap joint top plate are installed and connected by using bolts.
In order to improve the strength of the corner of the side plate of the inner sleeve, the using stability of the side plate of the inner sleeve is further improved:
as a further improvement of the above technical scheme: the steel structure beam is of an I-shaped structure, two inner sleeve side plates are arranged in the inner grooves symmetrically connected to the steel structure beam, two reinforcing upright posts are connected to the inner sides of each inner sleeve side plate, and bolt holes are formed in the inner sides of the steel structure beam and the inner sleeve side plates.
During construction, the steel structure column is stably and vertically fixed on a construction site, then after the connection of the lap joint top plate and the steel structure column is completed, the steel structure beam is hoisted, then the steel structure beam is stably inserted into the position between the two clamping vertical plates until the steel structure beam and the lap joint top plate are mutually contacted and pasted, then the clamping vertical plates and the inner sleeve side plates are connected through bolts, the strength of the corner of the inner sleeve side plates can be improved through the arrangement of the reinforcing vertical columns, and the using stability of the inner sleeve side plates is further improved.
In order to carry out installation connection to the location roof and steel construction roof beam:
as a further improvement of the above technical scheme: the inner sides of the positioning bottom plate, the lap joint bottom plate and the positioning top plate are provided with bolt holes for installation connection.
After the structural beam assembly and the lap joint top plate are installed and connected, the positioning bottom plate is stably placed on the lower bottom surface of the steel structural beam and is in contact with each other, then the positioning bottom plate and the steel structural beam are installed and connected through bolts, then the positioning top plate is stably placed on the top of the steel structural beam, meanwhile, the top of the positioning top plate and the top of the lap joint top plate are located at the same horizontal plane position, and then the positioning top plate and the steel structural beam are installed and connected through bolts.
In order to install and connect the lap joint bottom plate with the steel structure column:
as a further improvement of the above technical scheme: the overlap joint bottom plate is rectangular structure setting, overlap joint bottom plate's width is the same with overlap joint roof's width, the bolt hole has been seted up to overlap joint bottom plate's inboard.
After the installation connection of the positioning top plate and the steel structure beam is completed, the lap joint bottom plate is stably placed at the lower end of the positioning bottom plate, then the lap joint bottom plate and the steel structure column are in contact and fit with each other, and then the installation connection of the lap joint bottom plate and the steel structure column is carried out by using bolts.
In order to increase the connection area of the steel structure beam and the steel structure column, the stability of connection of the steel structure beam and the steel structure column is further improved:
as a further improvement of the above technical scheme: the support plate is provided with two altogether, the backup pad sets up for right triangle structure, backup pad, firm curb plate, firm roof are integrated into one piece structure setting, backup pad, firm curb plate are connected with the overlap joint bottom plate simultaneously.
The beneficial effects of the utility model are as follows: during construction, the steel structure column is stably and vertically fixed on a construction site, after the connection of the lap joint top plate and the steel structure column is completed, the steel structure beam is hoisted, then the steel structure beam is stably inserted into the position between the two clamping vertical plates until the steel structure beam and the lap joint top plate are contacted and attached to each other, and then the clamping vertical plates and the inner sleeve side plates are connected through bolts; the strength of the corner of the side plate of the inner sleeve can be improved through the arrangement of the reinforced upright posts, so that the using stability of the side plate of the inner sleeve is improved, and after the installation connection of the lap joint bottom plate and the steel structure post is completed, the supporting plate is positioned at the lower end of the positioning bottom plate; the pressure born by the steel structure beam can be transferred to the steel structure column through the arrangement of the supporting plate, so that the pressure born by the steel structure beam is reduced, and the compressive strength and the bending strength of the steel structure beam are improved; through the setting of backup pad, can increase the area of connection of steel construction roof beam and steel construction post, improve the steadiness that steel construction roof beam and steel construction post are connected.
Drawings
Fig. 1 is a schematic perspective view of the present utility model.
Fig. 2 is a schematic perspective view of a structural beam assembly according to the present utility model.
Fig. 3 is a schematic structural view of the positioning base plate of the present utility model.
Fig. 4 is a schematic structural view of the steel structural beam of the present utility model.
Fig. 5 is a schematic structural view of the side plate of the inner sleeve according to the present utility model.
FIG. 6 is a schematic view of a stabilizing assembly according to the present utility model.
In the figure: 1. a steel structural column; 2. a structural beam assembly; 21. a steel structural beam; 22. an inner sleeve side plate; 23. reinforcing the upright post; 3. a mounting assembly; 31. overlapping the top plate; 32. the vertical plate is clamped; 33. positioning a bottom plate; 34. overlapping the bottom plate; 35. positioning a top plate; 4. a stabilizing assembly; 41. a support plate; 42. stabilizing the side plates; 43. and stabilizing the top plate.
Detailed Description
In order that those skilled in the art may better understand the technical solutions of the present utility model, the following detailed description of the present utility model with reference to the accompanying drawings is provided for exemplary and explanatory purposes only and should not be construed as limiting the scope of the present utility model.
Example 1:
as shown in fig. 1-6, a steel structure cantilever Liang Liangzhu connects node structure, including steel structural column 1, structure beam assembly 2, installation component 3, firm subassembly 4, structure beam assembly 2 includes steel structure beam 21, the inboard of steel structure beam 21 is connected with endotheca curb plate 22, the inboard of endotheca curb plate 22 is connected with strengthens stand 23, strengthen the side view cross section of stand 23 and be right angled triangle structure setting, installation component 3 includes overlap joint roof 31, overlap joint roof 31's one end is connected with joint riser 32, overlap joint roof 31's lower extreme is connected with positioning bottom plate 33, positioning bottom plate 33 keeps away from overlap joint roof 31's one end and is connected with overlap joint bottom plate 34, firm subassembly 4 includes two backup pads 41 that the size is the same, overlap joint bottom plate 34's one end is connected with firm curb plate 42, firm curb plate 42 keeps away from overlap joint bottom plate 34's one end is connected with firm roof 43, firm curb plate 42's both ends are all connected with backup pad 41.
Example 2:
as shown in fig. 1 and 3, as a further optimization of the above embodiment, a steel structure cantilever Liang Liangzhu is connected with a node structure, which comprises a steel structure column 1, a structure beam assembly 2, a mounting assembly 3 and a stabilizing assembly 4, wherein the structure beam assembly 2 comprises a steel structure beam 21, an inner sleeve side plate 22 is connected with the inner side of the steel structure beam 21, a reinforcing upright post 23 is connected with the inner side of the inner sleeve side plate 22, the side view cross section of the reinforcing upright post 23 is in a right triangle structure, the mounting assembly 3 comprises a lap top plate 31, one end of the lap top plate 31 is connected with a clamping upright plate 32, the lower end of the lap top plate 31 is connected with a positioning bottom plate 33, one end of the positioning bottom plate 33 far away from the lap top plate 31 is connected with a lap bottom plate 34, the stabilizing assembly 4 comprises two support plates 41 with the same size, one end of the lap bottom plate 34 is connected with a stabilizing side plate 42, one end of the stabilizing side plate 42 far away from the lap bottom plate 34 is connected with a stabilizing top plate 43, and two ends of the stabilizing side plate 42 are connected with the support plates 41; the clamping vertical plates 32 are provided with two blocks, and bolt holes for installation connection are formed in the inner sides of the lap joint top plate 31 and the clamping vertical plates 32.
Example 3:
as shown in fig. 1 and 4, as a further optimization of the above embodiment, a steel structure cantilever Liang Liangzhu connection node structure comprises a steel structure column 1, a structure beam assembly 2, a mounting assembly 3 and a stabilizing assembly 4, wherein the structure beam assembly 2 comprises a steel structure beam 21, an inner sleeve side plate 22 is connected to the inner side of the steel structure beam 21, a reinforcing upright post 23 is connected to the inner side of the inner sleeve side plate 22, a side view cross section of the reinforcing upright post 23 is in a right triangle structure, the mounting assembly 3 comprises a lap top plate 31, one end of the lap top plate 31 is connected with a clamping upright plate 32, the lower end of the lap top plate 31 is connected with a positioning bottom plate 33, one end of the positioning bottom plate 33 far away from the lap top plate 31 is connected with a lap bottom plate 34, the stabilizing assembly 4 comprises two support plates 41 with the same size, one end of the lap bottom plate 34 is connected with a stabilizing side plate 42, one end of the stabilizing side plate 42 far away from the lap bottom plate 34 is connected with a stabilizing top plate 43, and two ends of the stabilizing side plate 42 are connected with the support plates 41; the steel structure beam 21 is an I-shaped beam, two inner sleeve side plates 22 are arranged in total and symmetrically connected to the inner grooves of the steel structure beam 21, two reinforcing upright posts 23 are connected to the inner sides of each inner sleeve side plate 22, and bolt holes are formed in the inner sides of the steel structure beam 21 and the inner sleeve side plates 22.
Example 4:
as shown in fig. 1 and 3, as a further optimization of the above embodiment, a steel structure cantilever Liang Liangzhu is connected with a node structure, which comprises a steel structure column 1, a structure beam assembly 2, a mounting assembly 3 and a stabilizing assembly 4, wherein the structure beam assembly 2 comprises a steel structure beam 21, an inner sleeve side plate 22 is connected with the inner side of the steel structure beam 21, a reinforcing upright post 23 is connected with the inner side of the inner sleeve side plate 22, the side view cross section of the reinforcing upright post 23 is in a right triangle structure, the mounting assembly 3 comprises a lap top plate 31, one end of the lap top plate 31 is connected with a clamping upright plate 32, the lower end of the lap top plate 31 is connected with a positioning bottom plate 33, one end of the positioning bottom plate 33 far away from the lap top plate 31 is connected with a lap bottom plate 34, the stabilizing assembly 4 comprises two support plates 41 with the same size, one end of the lap bottom plate 34 is connected with a stabilizing side plate 42, one end of the stabilizing side plate 42 far away from the lap bottom plate 34 is connected with a stabilizing top plate 43, and two ends of the stabilizing side plate 42 are connected with the support plates 41; the inner sides of the positioning bottom plate 33, the lap joint bottom plate 34 and the positioning top plate 35 are provided with bolt holes for installation connection.
Example 5:
as shown in fig. 1 and 3, as a further optimization of the above embodiment, a steel structure cantilever Liang Liangzhu is connected with a node structure, which comprises a steel structure column 1, a structure beam assembly 2, a mounting assembly 3 and a stabilizing assembly 4, wherein the structure beam assembly 2 comprises a steel structure beam 21, an inner sleeve side plate 22 is connected with the inner side of the steel structure beam 21, a reinforcing upright post 23 is connected with the inner side of the inner sleeve side plate 22, the side view cross section of the reinforcing upright post 23 is in a right triangle structure, the mounting assembly 3 comprises a lap top plate 31, one end of the lap top plate 31 is connected with a clamping upright plate 32, the lower end of the lap top plate 31 is connected with a positioning bottom plate 33, one end of the positioning bottom plate 33 far away from the lap top plate 31 is connected with a lap bottom plate 34, the stabilizing assembly 4 comprises two support plates 41 with the same size, one end of the lap bottom plate 34 is connected with a stabilizing side plate 42, one end of the stabilizing side plate 42 far away from the lap bottom plate 34 is connected with a stabilizing top plate 43, and two ends of the stabilizing side plate 42 are connected with the support plates 41; the lapping bottom plate 34 is rectangular, the width of the lapping bottom plate 34 is the same as the width of the lapping top plate 31, and the inner side of the lapping bottom plate 34 is provided with a bolt hole.
Example 6:
as shown in fig. 1 and 6, as a further optimization of the above embodiment, a steel structure cantilever Liang Liangzhu connection node structure comprises a steel structure column 1, a structure beam assembly 2, a mounting assembly 3 and a stabilizing assembly 4, wherein the structure beam assembly 2 comprises a steel structure beam 21, an inner sleeve side plate 22 is connected to the inner side of the steel structure beam 21, a reinforcing upright post 23 is connected to the inner side of the inner sleeve side plate 22, a side view cross section of the reinforcing upright post 23 is in a right triangle structure, the mounting assembly 3 comprises a lap top plate 31, one end of the lap top plate 31 is connected with a clamping upright plate 32, the lower end of the lap top plate 31 is connected with a positioning bottom plate 33, one end of the positioning bottom plate 33 far away from the lap top plate 31 is connected with a lap bottom plate 34, the stabilizing assembly 4 comprises two support plates 41 with the same size, one end of the lap bottom plate 34 is connected with a stabilizing side plate 42, one end of the stabilizing side plate 42 far away from the lap bottom plate 34 is connected with a stabilizing top plate 43, and two ends of the stabilizing side plate 42 are connected with the support plates 41; the two support plates 41 are arranged in total, the support plates 41 are arranged in a right triangle structure, the support plates 41, the stable side plates 42 and the stable top plate 43 are arranged in an integrated structure, and the support plates 41 and the stable side plates 42 are simultaneously connected with the lap joint bottom plate 34.
The working principle of the utility model is as follows: when in construction, the steel structure column 1 is stably and vertically fixed on a construction site, then one end of the overlap joint top plate 31 far away from the clamping vertical plate 32 is in contact and joint with the side surface of the steel structure column 1, then the steel structure column 1 and the overlap joint top plate 31 are in installation connection by using bolts, after the connection of the overlap joint top plate 31 and the steel structure column 1 is completed, the steel structure beam 21 is hoisted, then the steel structure beam 21 is stably inserted into a position between the two clamping vertical plates 32 until the steel structure beam 21 and the overlap joint top plate 31 are in contact and joint with each other, then the clamping vertical plate 32 and the inner sleeve side plate 22 are connected by bolts, the strength of the corner of the inner sleeve side plate 22 can be improved by the arrangement of the reinforcing vertical column 23, the stability of the inner sleeve side plate 22 is further improved, after the installation connection of the structure beam assembly 2 and the overlap joint top plate 31 is completed, the positioning bottom plate 33 is stably placed on the lower bottom surface of the steel structure beam 21 and in contact with each other, then the positioning bottom plate 33 is in installation connection by using bolts, the positioning top plate 35 is stably placed on the top of the steel structure beam 21, and the positioning top plate 35 is simultaneously placed on the top of the steel structure column 21 and the position of the same plane as the overlap joint top plate 35 and the steel structure column 1 is placed on the bottom plate 34, and the position of the overlap joint top plate 34 is simultaneously, and the position of the top plate 35 is stably placed on the bottom plate 34 is in contact with the bottom plate 1, and the bottom plate 34 is installed on the bottom plate 1, and the side of the bottom plate 34 is connected with the bottom plate 34 by using the bottom plate 34, and the position of the steel structure column plate 34 is installed and the position of the bottom plate 34 is mounted on the bottom plate 34 is contacted with the bottom plate 34, can make the pressure that steel construction roof beam 21 received transmit for steel construction post 1, and then reduce the pressure that steel construction roof beam 21 bore to improved compressive strength and bending strength of steel construction roof beam 21, simultaneously through the setting of backup pad 41, can increase the area of being connected of steel construction roof beam 21 and steel construction post 1, and then improve the steadiness that steel construction roof beam 21 and steel construction post 1 are connected.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The principles and embodiments of the present utility model have been described herein with reference to specific examples, the description of which is intended only to facilitate an understanding of the method of the present utility model and its core ideas. The foregoing is merely illustrative of the preferred embodiments of the utility model, and it is noted that there is virtually no limit to the specific structure which may be imposed by those skilled in the art without departing from the spirit of the utility model, and that modifications, adaptations, or variations of the foregoing features may be combined in a suitable manner; such modifications, variations and combinations, or the direct application of the inventive concepts and aspects to other applications without modification, are contemplated as falling within the scope of the present utility model.
Claims (6)
1. The utility model provides a steel construction cantilever Liang Liangzhu connected node structure, includes steel construction post (1), structure beam subassembly (2), installation component (3), firm subassembly (4), its characterized in that: the structure beam assembly (2) comprises a steel structure beam (21), an inner sleeve side plate (22) is connected to the inner side of the steel structure beam (21), a reinforcing upright post (23) is connected to the inner side of the inner sleeve side plate (22), a side view cross section of the reinforcing upright post (23) is of a right-angled triangle structure, the mounting assembly (3) comprises a lap joint top plate (31), one end of the lap joint top plate (31) is connected with a clamping upright plate (32), the lower end of the lap joint top plate (31) is connected with a positioning bottom plate (33), one end of the positioning bottom plate (33) far away from the lap joint top plate (31) is connected with a lap joint bottom plate (34), the stabilizing assembly (4) comprises two supporting plates (41) with the same size, one end of the lap joint bottom plate (34) is connected with a stabilizing top plate (43) far away from one end of the lap joint bottom plate (34), and two ends of the stabilizing side plates (42) are connected with the supporting plates (41).
2. A steel structure cantilever Liang Liangzhu connection node structure according to claim 1, further comprising: two clamping vertical plates (32) are arranged in total, and bolt holes for installation connection are formed in the inner sides of the lap joint top plate (31) and the clamping vertical plates (32).
3. A steel structure cantilever Liang Liangzhu connection node structure according to claim 1, further comprising: the steel structure beam (21) is an I-shaped beam, two inner sleeve side plates (22) are arranged in the steel structure beam (21) symmetrically, two reinforcing upright posts (23) are connected to the inner sides of each inner sleeve side plate (22), and bolt holes are formed in the inner sides of the steel structure beam (21) and the inner sleeve side plates (22).
4. A steel structure cantilever Liang Liangzhu connection node structure according to claim 1, further comprising: the inner sides of the positioning bottom plate (33), the lap joint bottom plate (34) and the positioning top plate (35) are provided with bolt holes for installation connection.
5. A steel structure cantilever Liang Liangzhu connection node structure according to claim 1, further comprising: the lap joint bottom plate (34) is in a rectangular structure, the width of the lap joint bottom plate (34) is the same as that of the lap joint top plate (31), and bolt holes are formed in the inner side of the lap joint bottom plate (34).
6. A steel structure cantilever Liang Liangzhu connection node structure according to claim 1, further comprising: the support plate (41) is provided with two blocks, the support plate (41) is arranged in a right triangle structure, the support plate (41), the stable side plate (42) and the stable top plate (43) are arranged in an integrated structure, and the support plate (41) and the stable side plate (42) are connected with the lap joint bottom plate (34) at the same time.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320313538.2U CN219431040U (en) | 2023-02-25 | 2023-02-25 | Steel construction cantilever Liang Liangzhu connected node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320313538.2U CN219431040U (en) | 2023-02-25 | 2023-02-25 | Steel construction cantilever Liang Liangzhu connected node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219431040U true CN219431040U (en) | 2023-07-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320313538.2U Active CN219431040U (en) | 2023-02-25 | 2023-02-25 | Steel construction cantilever Liang Liangzhu connected node structure |
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| Country | Link |
|---|---|
| CN (1) | CN219431040U (en) |
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2023
- 2023-02-25 CN CN202320313538.2U patent/CN219431040U/en active Active
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