CN216428792U - Multi-layer assembled steel structure building lattice column - Google Patents
Multi-layer assembled steel structure building lattice column Download PDFInfo
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- CN216428792U CN216428792U CN202122158261.4U CN202122158261U CN216428792U CN 216428792 U CN216428792 U CN 216428792U CN 202122158261 U CN202122158261 U CN 202122158261U CN 216428792 U CN216428792 U CN 216428792U
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Abstract
The utility model belongs to the technical field of the steel construction work piece, more specifically relates to a multilayer assembled steel construction building lattice column, and it includes building lattice foundation structure, building lattice foundation structure includes that the cross section that a pair of center pin symmetry set up is the stand structure of first H type, the stand structure of first H type includes that web one and the flange board one of setting in a web both sides, two the inside wall of the flange board one of the relative setting of the stand structure of first H type links to each other through lacing plate one, lacing plate one is parallel or the butt joint setting at the coplanar with the plane of flange board one. This multilayer assembled steel structure building lattice column is similar to the shear force wall of a style of calligraphy, can provide great anti lateral stiffness in an orientation, guarantees the deformation requirement of multilayer assembled steel structure building normal use function and outward appearance, and the width of this kind of novel multilayer assembled steel structure building lattice column is generally as thick as the wall body simultaneously, occupation space not, and it is also little with the steel volume.
Description
Technical Field
The utility model belongs to the technical field of the steel construction work piece, more specifically relates to a multilayer assembled steel construction building lattice column.
Background
In recent years, multilayer assembly type steel structure buildings are developed rapidly, corresponding various steel structure systems are produced at the same time, the assembly type buildings require flexible space layout, the integration degree of component parts is high, and industrial production and modular assembly are realized. The structural columns of the traditional multi-layer steel structure have large volume (generally more than 400mm multiplied by 400 mm) and protrude out of the wall surface, and occupy a large amount of building space.
In CN201921356013.7 'a double H-shaped lattice column', two H-shaped steel flanges of the lattice column and lacing bar angle steel are arranged in parallel, the lattice column is a conventional lattice column, the outer contour of the conventional lattice column is a rectangular four-limb spatial layout, so that the lattice column is as stable as possible in the X and Y directions to meet the requirements of bearing capacity and stability, but the column occupies a large space, is mainly used in industrial plants and is not suitable for multi-layer steel structure buildings.
SUMMERY OF THE UTILITY MODEL
To the not enough that exists among the prior art, the utility model provides a multilayer assembled steel construction building lattice column sets up building lattice foundation structure and building lattice additional strengthening respectively, and through the optimization and the setting with the stand structure of first H type and the structure of flange board one, makes the utility model discloses a lattice column cross sectional dimension is little, is a style of calligraphy and arranges, and the component lightweight is convenient for transport and hoist and mount, can guarantee after the installation that the building is inside not leaking the roof beam, not leaking the post.
Simultaneously with building lattice foundation structure and the perpendicular setting of building lattice additional strengthening, can provide two anti side rigidity of direction X and Y direction, guarantee the deformation requirement of building normal use function and outward appearance.
The utility model discloses a realize through following technical scheme:
the utility model discloses a multilayer assembled steel construction building lattice column, including building lattice foundation structure, building lattice foundation structure includes that the cross section that a pair of center pin symmetry set up is the stand structure of first H type, the stand structure of first H type includes web one and sets up the flange board one in a web both sides, two the inside wall of the flange board one of the relative setting of the stand structure of first H type passes through batten board one and links to each other, batten board one is parallel or the butt joint setting in the coplanar with the plane of flange board one.
The utility model discloses a batten plate of multilayer assembled steel construction building lattice column is with H shaped steel post edge of a wing vertically, the shape is rectangular type, it is similar to the shear force wall of a style of calligraphy, can provide great anti side rigidity in an orientation, the anti side that is applicable to multilayer steel construction building moves the requirement, the width of this kind of novel multilayer assembled steel construction building lattice column is general as thick as the wall body (200 mm is thick) simultaneously, also can the width be less than installation wall body thickness, for example the wall body is 200mm, the width of building lattice column is 150mm, the later stage can be accomplished with fire-proof material shutoff stand with the wall thickly. The multi-layer assembled steel structure building lattice column does not occupy space, the steel consumption is not large, and materials are saved.
Furthermore, the first batten plate is provided with a plurality of batten plates, the first batten plate is perpendicular to the first flange plate, and the plurality of batten plates are equidistantly welded between the two first flange plates.
Further, the thickness of the batten plate I is smaller than the width of the flange plate I and larger than or equal to the thickness of the web plate I.
Furthermore, the distance between the plurality of batten plates I is smaller than or equal to the width of the first H-shaped stand column structure.
Further, the width of the first H-shaped upright post structure is smaller than or equal to the thickness of the installation wall.
The proportion between the structures is optimized and restricted, so that the multi-layer assembled steel structure building lattice column not only meets the using strength performance, but also can effectively reduce the material using amount and the occupied space, and is particularly suitable for building civil or small buildings.
In order that this practicality multilayer assembled steel construction building lattice column's performance is stronger, increased building lattice additional strengthening on the basis of above-mentioned structure.
Further, still include building lattice reinforced structure, building lattice foundation structure with building lattice reinforced structure mutually perpendicular sets up. The design can effectively increase the lateral stiffness in X and Y directions, and ensure the deformation requirements of the normal use function and appearance of the building.
Furthermore, the building lattice reinforcing structure comprises a batten plate II vertically and fixedly connected with any web plate I of the building lattice foundation structure, and one end, far away from the web plate I, of the batten plate II is connected with a second H-shaped upright post structure.
Further, the second H-shaped pillar structure and the first H-shaped pillar structure connected thereto are symmetrically disposed along the second center of the gusset plate.
Furthermore, the second H-shaped upright column structure comprises a web plate II and flange plates II arranged on two sides of the web plate II, and the web plate II and the planes of the batten plates II are parallel or in butt joint with each other in the same plane.
Furthermore, the building lattice reinforcing structure and the building lattice foundation structure are the same and are respectively arranged in two vertical mounting wall bodies.
Compared with the prior art, the beneficial effects of the utility model reside in that:
the utility model provides a multilayer assembled steel construction building lattice column sets up building lattice foundation structure and building lattice additional strengthening respectively, through the optimization and the setting with the stand structure of first H type and the structure of flange board one, makes the utility model discloses a lattice column cross sectional dimension is little, is a style of calligraphy and arranges that the component lightweight is convenient for transport and hoist and mount, can guarantee after the installation that the building is inside leak-proof roof beam, leak-proof post.
Simultaneously with building lattice foundation structure and the perpendicular setting of building lattice additional strengthening, can provide two anti side rigidity of direction X and Y direction, guarantee the deformation requirement of building normal use function and outward appearance.
The utility model discloses can with building lattice foundation structure according to the demand of in-service use with building lattice additional strengthening sets up to integral type or split type. Can adapt to different buildings, and has strong universality.
The multi-layer assembled steel structure building lattice column has the advantages of simple, compact and reliable structure, low manufacturing cost, convenience in transportation, simplicity in operation and easiness in popularization.
Drawings
Fig. 1 is a schematic view of the architectural lattice infrastructure described in this example 1.
Fig. 2 is a schematic view of the installation of the building lattice foundation structure and the building lattice reinforcing structure according to the embodiment 2.
Fig. 3 is a schematic view of the installation of the building lattice foundation structure and the building lattice reinforcing structure according to the embodiment 3.
Fig. 4 is a schematic view of the installation of the building lattice foundation structure and the building lattice reinforcing structure according to the embodiment 4.
The structure comprises 1-first H-shaped upright column structure, 11-flange plate I, 12-web plate I, 2-batten plate I, 3-second H-shaped upright column structure, 31-flange plate II, 32-web plate II and 4-batten plate II.
Detailed Description
The present invention will be further described with reference to the following embodiments. Wherein the showings are for the purpose of illustration only and are shown by way of illustration only and not in actual form, and are not to be construed as limiting the present patent; for a better understanding of the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
Example 1
As shown in fig. 1, the multi-layer assembled steel structure building lattice column disclosed in the present embodiment includes a building lattice foundation structure, the building lattice foundation structure includes a pair of upright column structures 1 with a central axis symmetrically arranged and a first H-shaped cross section, the upright column structures 1 of the first H-shaped include a first web 12 and first flange plates 11 arranged on both sides of the first web 12, inner side walls of the first flange plates 11 oppositely arranged of the two upright column structures 1 of the first H-shaped are connected through a first batten plate 2, and the first batten plate 2 is parallel to a plane of the first flange plate 11 or is in a butt joint with the plane of the first flange plate 11. The batten plate one 2 and the flange plate one 11 in the embodiment are arranged in a butt joint mode in the same plane.
Specifically, the batten plate one 2 has a plurality of pieces perpendicular to the flange plate one 11, and the plurality of batten plates one 2 are welded between the two flange plates one 11 at equal intervals. The structure can reduce the section size of the whole multi-layer assembly type steel structure building lattice column to the maximum extent, uses less raw materials and has stable structure.
In order to facilitate the manufacturing, transportation and installation of the multi-layer assembled steel structure building lattice column, the thickness of the batten plate I2 is smaller than the width of the flange plate I11 and is larger than or equal to the thickness of the web plate I12. The distance between the plurality of batten plates I2 is smaller than or equal to the width of the first H-shaped stand column structure 1.
For convenience and beauty, the width of the first H-shaped upright post structure 1 is the same as the thickness of the installation wall.
The utility model discloses a multilayer assembled steel construction building lattice column can provide the anti lateral stiffness of a direction of structure. The lattice column has small cross-sectional size, is arranged in a straight line shape, has light weight, is convenient to transport and hoist, and can ensure that no beam and column leak inside the building after installation.
Example 2
As shown in fig. 2, the multi-story assembled steel structure building lattice column further includes a building lattice reinforcing structure in addition to the embodiment, and the building lattice foundation structure and the building lattice reinforcing structure are arranged perpendicular to each other.
Specifically, the building lattice reinforcing structure comprises a batten plate two 4 vertically and fixedly connected with any web plate one 12 of the building lattice foundation structure, and a second H-shaped upright post structure 3 is connected to one end, away from the web plate one 12, of the batten plate two 4.
In this embodiment, the second H-shaped pillar structure 3 includes a second web 32 and second flange plates 31 disposed on both sides of the second web 32, and the second web 32 is disposed parallel to or in butt joint with the plane of the second gusset plate 4. Namely, the cross section of the whole building lattice reinforcing structure is also in a straight-line structure. The second batten 4 and the second flange plate 31 and the second web plate 32 of the second H-shaped stud structure 3 can be arranged and adjusted according to the design of the building lattice foundation structure in embodiment 1. The rigidity of the X-direction and the Y-direction can be provided, and the deformation requirements of the normal use function and the appearance of the building are ensured.
Example 3
As shown in fig. 3, the multi-layer assembled steel structure building lattice column further comprises a building lattice reinforcing structure on the basis of the embodiment, and the building lattice foundation structure and the building lattice reinforcing structure are arranged perpendicular to each other.
Specifically, the building lattice reinforcing structure comprises a batten plate two 4 vertically and fixedly connected with any web plate one 12 of the building lattice foundation structure, and a second H-shaped upright post structure 3 is connected to one end, away from the web plate one 12, of the batten plate two 4.
The present embodiment is different from embodiment 3 in that the second H-shaped pillar structure 3 of the second H-shaped pillar structure 3 and the first H-shaped pillar structure 1 connected thereto are arranged symmetrically along the center of the gusset plate two 4.
Example 4
As shown in fig. 4, this embodiment is another case of embodiment 2 and embodiment 3. Namely, the building lattice reinforcing structure and the building lattice foundation structure are the same and are respectively arranged in two vertical mounting wall bodies.
To sum up, the utility model discloses a multilayer assembled steel construction building lattice column is through the optimization and the setting with the stand structure of first H type and the structure of flange board one, makes the utility model discloses a lattice column cross sectional dimension is little, is a style of calligraphy and arranges, and the component lightweight is convenient for transport and hoist and mount, can guarantee after the installation that the building is inside leak-proof roof beam, leak-proof post.
Simultaneously with building lattice foundation structure and the perpendicular setting of building lattice additional strengthening, can effectively accomplish stable X direction and Y direction, can provide good anti lateral force effect. The service performance is safe and reliable.
The utility model discloses can will state building lattice foundation structure and according to the demand of in-service use building lattice additional strengthening sets up to integral type or split type. Can adapt to different buildings, and has strong universality.
The multi-layer assembly type steel structure building lattice column has the advantages of simple, compact and reliable structure, low manufacturing cost, convenience in transportation, simplicity in operation and easiness in popularization.
It should be understood that the above-mentioned embodiments are only examples for clearly illustrating the technical solutions of the present invention, and are not intended to limit the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.
Claims (10)
1. The utility model provides a multilayer assembled steel construction building lattice column, a serial communication port, including building lattice foundation structure, building lattice foundation structure includes that the cross section that a pair of central axis symmetry set up is the stand structure of first H type, the stand structure of first H type includes web one and sets up the flange board one in a web both sides, two the inside wall of the flange board one of the relative setting of the stand structure of first H type passes through batten board one and links to each other, batten board one is parallel or the butt joint setting in the coplanar with the plane of flange board one.
2. The multi-story assembled steel structural building lattice column as claimed in claim 1, wherein the gusset plate one has a plurality of pieces, the gusset plate one is perpendicular to the flange plate one, and the plurality of gusset plates one are welded equidistantly between the two flange plates one.
3. The multi-story assembled steel structural building lattice column of claim 2, wherein the thickness of the gusset plate one is less than the width of the flange plate one and is equal to or greater than the thickness of the web plate one.
4. The multi-story assembled steel structural building lattice column of claim 2, wherein the distance between the plurality of gusset plates is less than or equal to the width of the column structure of the first H-shape.
5. The multi-level fabricated steel structural building lattice column of claim 1, wherein the first H-shaped stud structure has a width equal to or less than a thickness of a mounting wall.
6. A multi-storey assembled steel structural building lattice column according to any one of claims 1 to 5, further comprising a building lattice reinforcing structure, the building lattice foundation structure and the building lattice reinforcing structure being arranged perpendicular to each other.
7. The multi-story assembled steel structural building lattice column of claim 6, wherein the building lattice reinforcing structure includes a second batten panel fixedly connected perpendicular to any one of the web panels of the building lattice foundation structure, the second batten panel having a second H-shaped stud structure connected to an end thereof remote from the web panel.
8. The multi-story assembled steel structural building lattice column as claimed in claim 7, wherein the second H-shaped stud structure and the first H-shaped stud structure connected thereto are symmetrically disposed along a center of the gusset plate.
9. The multi-story assembled steel structural building lattice column of claim 7, wherein the second H-shaped stud structure comprises a second web and a second flange disposed on either side of the second web, the second web being disposed parallel to or in abutting contact with the plane of the second batten.
10. The multi-level fabricated steel structural building lattice column of claim 6, wherein said building lattice reinforcing structure is identical to a building lattice foundation structure, both of which are disposed within two mutually perpendicular side-mounting walls, respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122158261.4U CN216428792U (en) | 2021-09-08 | 2021-09-08 | Multi-layer assembled steel structure building lattice column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122158261.4U CN216428792U (en) | 2021-09-08 | 2021-09-08 | Multi-layer assembled steel structure building lattice column |
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| Publication Number | Publication Date |
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| CN216428792U true CN216428792U (en) | 2022-05-03 |
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| CN202122158261.4U Active CN216428792U (en) | 2021-09-08 | 2021-09-08 | Multi-layer assembled steel structure building lattice column |
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- 2021-09-08 CN CN202122158261.4U patent/CN216428792U/en active Active
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Effective date of registration: 20220824 Address after: 412000 scientific research building of planning and Design Institute on the north side of Qiaotou square, Tianyuan District, Zhuzhou City, Hunan Province Patentee after: Hunan Zhimou Planning Engineering Design Consulting Co.,Ltd. Address before: 412007 No. C-1, No. 9, Zhongda Road, Tianyuan District, Zhuzhou City, Hunan Province Patentee before: HUNAN TIANQIAO LIHENG PARKING EQUIPMENT CO.,LTD. |