CN220058347U - Connection structure of steel bar frame column, wind-resistant column and parapet - Google Patents

Connection structure of steel bar frame column, wind-resistant column and parapet Download PDF

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Publication number
CN220058347U
CN220058347U CN202320801393.0U CN202320801393U CN220058347U CN 220058347 U CN220058347 U CN 220058347U CN 202320801393 U CN202320801393 U CN 202320801393U CN 220058347 U CN220058347 U CN 220058347U
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China
Prior art keywords
parapet
steel
wind
column
resistant
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Active
Application number
CN202320801393.0U
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Chinese (zh)
Inventor
刘克昭
李华
杜瑞环
陈彦亭
王蕾
曾莉
黄雷
刘文文
张蕾
高玉倩
庞烨斌
荣辉
姚普江
徐菲
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Hebei Iron & Steel Group Mine Design Co ltd
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Hebei Iron & Steel Group Mine Design Co ltd
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Abstract

The utility model relates to a connection structure of a steel row frame column, an anti-wind column and a parapet wall, belonging to the technical field of industrial and civil building equipment. The technical scheme of the utility model is as follows: the steel roof beam (2) is connected with the top of the wind-resistant column (1 a), and the steel roof beam (2) is connected with the parapet upright column (3); the parapet upright post (3) is welded on the outer flange of the steel bent post (1) through the overhanging horizontal steel beam (10); the two ends of the parapet steel purline (4) are welded between the parapet upright posts (3), and the lateral parapet wall boards (11) of the steel bent posts are connected to the inner side and the outer side of the parapet steel purline (4). The beneficial effects of the utility model are as follows: the conditions of welding deformation and overlarge root bending moment are reduced, the attractive effect of a factory building can be improved, the parapet wall can reduce the adverse effect of wind load on a roof, the roof purline can be properly reduced when the section of a member is selected, the effect of the wind load on the roof is reduced, and the attractive requirements, economy and environmental protection requirements are met.

Description

Connection structure of steel bar frame column, wind-resistant column and parapet
Technical Field
The utility model relates to a connection structure of a steel row frame column, an anti-wind column and a parapet wall, belonging to the technical field of industrial and civil building equipment.
Background
The design system for connecting steel row frame columns, wind-resistant columns and parapet walls is applied to constructional engineering for many years. In recent years, the development of steel frame posts, wind-resistant posts and parapet wall connection design systems in China is extremely rapid, and the research of the steel frame posts, the wind-resistant posts and parapet wall connection design systems is also increasing. The steel bar frame column, the wind-resistant column and the parapet wall connection design system are most applied in engineering, have the characteristics of high strength, excellent performance, simple construction and the like, can further exert the advantages of the traditional rod member structure system, and can better meet a series of requirements of design and construction especially in high-rise and industrial and civil buildings needing attractive appearance, and the steel bar frame column, the wind-resistant column and the parapet wall connection design system are widely used in the industrial and civil buildings in the building field at present.
When the light steel wallboard is adopted for the wall surface in the steel structure engineering, the steel row frame column, the wind-resistant column and the parapet are connected, particularly, in the steel structure factory building in the industrial building, the parapet is added at the top of the main steel structure of the factory building, the wall body cannot be directly built on the roof beam like a reinforced concrete structure, because the steel structure factory building adopts the purline to support the wall panel, the purline is not supported under the condition that the purline is connected to the outside of the column to the roof and then the steel column is not arranged, the wall panel cannot be installed, the parapet stand column is directly welded to the outside of the flange of the steel column, the steel column is easy to deform due to welding, and meanwhile, the parapet stand column is enabled to have overlarge bending moment at the top of the steel frame column due to stress.
Disclosure of Invention
The utility model aims to provide a steel bent frame column, a wind-resistant column and a parapet wall connecting structure, which is characterized in that cantilever horizontal steel beams are adopted to connect parapet wall columns with the steel bent frame column, so that the conditions of welding deformation and overlarge root bending moment are reduced, the aesthetic effect of a factory building can be improved, the adverse effect of wind load on a roof can be reduced by the parapet wall, the roof purline can be properly reduced when the section of a member is selected, the effect of wind load on the roof is reduced, the aesthetic requirements, economy and environmental protection requirements are met, and the problems in the background technology are solved.
The technical scheme of the utility model is as follows: the steel roof beam is connected with the top of the wind-resistant column, and the steel roof beam is connected with the parapet column; the parapet upright post support horizontal plate and the parapet upright post support vertical plate are connected to the outer flange of the wind-resistant post to serve as supports of parapet upright posts; the parapet upright post is welded on the outer flange of the steel bent post through the overhanging horizontal steel beam; the two ends of the parapet steel purline are welded between the parapet upright posts, and the lateral parapet wall boards of the steel bent posts are connected to the inner side and the outer side of the parapet steel purline.
The steel roof beam is connected with the top of the wind-resistant column through bolts.
The parapet upright post is connected with the wind-resistant post by adopting one of a double-sided fillet weld or a groove weld; the parapet upright post support horizontal plate and the parapet upright post support vertical plate are connected to the outer flange of the wind-resistant post through double-sided fillet welds; a transverse slotted hole stiffening rib is arranged in the steel roof girder, and the steel roof girder is welded at the bottom of the parapet upright post through a vertical slotted hole connecting plate and the transverse slotted hole stiffening rib; the bottom of the parapet upright post is welded and connected to the top of the overhanging horizontal steel beam by adopting a groove.
The parapet steel purlines are arranged along the height of the parapet upright posts at certain intervals, two ends of the parapet steel purlines are welded between the parapet upright posts, and the steel bent post lateral parapet is connected to the inner side and the outer side of the parapet steel purlines by adopting the shooting nails.
The wind-resistant steel column further comprises a steel column horizontal stiffening rib, and the steel column horizontal stiffening rib is arranged in the wind-resistant column.
Still contain the skylight, the skylight sets up in steel roofing roof beam top intermediate position.
The beneficial effects of the utility model are as follows: the parapet upright posts and the steel bent posts are connected through the overhanging horizontal steel beams, so that the conditions of welding deformation and overlarge bending moment at the root are reduced, the attractive effect of a factory building can be increased, the adverse effect of wind load on a roof can be reduced by the parapet, the roof purline can be properly reduced when the section of a member is selected, the effect of the wind load on the roof is reduced, and the attractive requirements, economy and environmental protection requirements are met.
Drawings
FIG. 1 is a schematic view of the connection of a steel stud of the present utility model with parapet;
FIG. 2 is a schematic diagram showing the connection of the wind-resistant post and parapet wall according to the present utility model;
FIG. 3 is a top view of the wind post attachment portion of the present utility model;
FIG. 4 is a schematic view of a transverse oblong hole stiffener structure according to the present utility model;
FIG. 5 is a top view of the connecting portion of the steel bent post of the present utility model;
FIG. 6 is a schematic view of the riser construction of the parapet stand support of the present utility model;
in the figure: the steel row frame column 1, the wind-resistant column 1a, the steel roof beam 2, the parapet column 3, the parapet steel purline 4, the parapet column support horizontal plate 5, the parapet column support vertical plate 6, the vertical slotted hole connecting plate 7, the horizontal slotted hole stiffening rib 8, the steel column horizontal stiffening rib 9, the overhanging horizontal steel beam 10, the steel row frame column lateral parapet wall plate 11, the wind-resistant column lateral parapet wall plate 12, the skylight 13 and the beam web center line 14.
Description of the embodiments
In order to make the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments, and it is apparent that the described embodiments are a small part of the embodiments of the present utility model, but not all the embodiments, based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without making any inventive effort are within the scope of the present utility model.
The steel roof beam 2 is connected with the top of the wind resistant column 1a, and the steel roof beam 2 is connected with the parapet upright 3; the parapet upright post support horizontal plate 5 and the parapet upright post support vertical plate 6 are connected to the outer side flange of the wind-resistant post 1a to serve as supports of the parapet upright post 3; the parapet upright post 3 is welded to the outer flange of the steel row frame column 1 through an overhanging horizontal steel beam 10; the two ends of the parapet steel purline 4 are welded between the parapet upright posts 3, and the lateral parapet wall plates 11 of the steel bent posts are connected to the inner side and the outer side of the parapet steel purline 4.
The steel roof beam 2 is connected with the top of the wind-resistant column 1a through bolts.
The parapet upright post 3 is connected with the wind-resistant post 1a by adopting one of a double-sided fillet weld or a groove weld; the parapet upright post support horizontal plate 5 and the parapet upright post support vertical plate 6 are connected to the outer flange of the wind-resistant post 1a through double-sided fillet welds; a transverse slotted hole stiffening rib 8 is arranged in the steel roof girder 2, and the steel roof girder 2 is welded at the bottom of the parapet upright post 3 through a vertical slotted hole connecting plate 7 and the transverse slotted hole stiffening rib 8; the bottom of the parapet upright post 3 is welded and connected to the top of the overhanging horizontal steel beam 10 by adopting a groove.
The parapet steel purlines 4 are arranged along the height of the parapet upright posts 3 at certain intervals, two ends of the parapet steel purlines are welded between the parapet upright posts 3, and the steel bent post lateral parapet 11 is connected to the inner side and the outer side of the parapet steel purlines 4 by adopting a nail.
And the wind-resistant steel column further comprises a steel column horizontal stiffening rib 9, wherein the steel column horizontal stiffening rib 9 is arranged in the wind-resistant column 1 a.
Also comprises a skylight 13, wherein the skylight 13 is arranged at the middle position of the top of the steel roof girder 2.
In practical application, the wind-resistant column 1a bears the gable wind load, and ensures the stability and the structural integrity of the building under the gable wind load.
The steel roof beam 2 is connected with the top of the wind-resistant column 1a through bolts; the steel roof beam 2 is connected with the parapet upright post 3 through the transverse slotted hole stiffening rib 8 and the vertical slotted hole connecting plate 7, so that the bearing capacity of the parapet upright post is enhanced; the parapet upright post support vertical plate 6 is connected to the outer flange of the wind-resistant post 1a through double-sided fillet welds to serve as a support of the parapet upright post 3; two ends of the parapet steel purline 4 are welded between the parapet upright posts 3; the bottom of the parapet upright post 3 is welded to the top of the overhanging horizontal steel beam 10 by adopting a peripheral welding seam; the overhanging horizontal steel beam 10 is welded to the outer flange of the steel bar frame column 1.
The parapet upright post 3 is connected with the wind-resistant post 1a by adopting double-sided fillet welds or groove welds, and is connected with the steel roof beam 2 by a vertical slotted hole connecting plate 7, and is welded at the bottom of the parapet upright post 3; the parapet upright post 3 and the steel bar frame post 1 are connected through the overhanging horizontal steel beam 10 by adopting groove welding, and the bearing capacity and the strength are improved by welding the parapet upright post support riser 6 on the overhanging horizontal steel beam 10.
Parapet steel purline 4 is arranged along parapet stand 3 height according to certain interval and both ends weld between parapet stand 3, steel bent post side parapet 11 adopts the nail to be connected in parapet steel purline 4 inside and outside both sides.
When the light steel wallboard is adopted for the wall surface in the steel structure engineering, the steel row frame column, the wind-resistant column and the parapet are connected, particularly in the steel structure factory building in the industrial building, the parapet added at the top of the steel structure of the main body of the factory building can not directly lay the wall body on the roof beam like a reinforced concrete structure, because the steel structure factory building adopts the purline to support the wall panel, the purline is not supported under the condition that the purline is connected to the outside of the column to the roof and then the steel column is not arranged, so that the wall panel can not be installed, and therefore, the parapet can be added at the top of the steel structure according to the utility model. The function of adding parapet to the roof in steel structure engineering: firstly, can increase the pleasing to the eye effect of factory building, secondly can reduce wind load to the adverse effect of roofing at parapet, roofing purlin can suitably reduce when selecting the component cross-section. The wind load on the roof is reduced, the requirements of beauty, economy and environmental protection are met, the construction is convenient, and the wind load can be applied to industrial buildings such as mines, coal mines and the like and civil buildings with steel structures and parapet walls.

Claims (6)

1. A connection structure of steel bar frame post, anti-wind post and parapet, its characterized in that: the steel roof beam (2) is connected with the top of the wind-resistant column (1 a), and the steel roof beam (2) is connected with the parapet upright (3); the parapet upright post support horizontal plate (5) and the parapet upright post support vertical plate (6) are connected to the outer side flange of the wind-resistant post (1 a) to serve as a support of the parapet upright post (3); the parapet upright post (3) is welded on the outer flange of the steel bent post (1) through the overhanging horizontal steel beam (10); the two ends of the parapet steel purline (4) are welded between the parapet upright posts (3), and the lateral parapet wall boards (11) of the steel bent posts are connected to the inner side and the outer side of the parapet steel purline (4).
2. The steel bar frame column, wind-resistant column and parapet wall connecting structure according to claim 1, wherein: the steel roof beam (2) is connected with the top of the wind-resistant column (1 a) through bolts.
3. The steel bar frame column, wind-resistant column and parapet wall connecting structure according to claim 1, wherein: the parapet upright post (3) is connected with the wind-resistant post (1 a) by adopting one of double-sided fillet welds or groove welds; the parapet upright post support horizontal plate (5) and the parapet upright post support vertical plate (6) are connected with the outer side flange of the wind-resistant post (1 a) through double-sided fillet welds; a transverse slotted hole stiffening rib (8) is arranged in the steel roof beam (2), and the steel roof beam (2) is welded at the bottom of the parapet upright post (3) through a vertical slotted hole connecting plate (7) and the transverse slotted hole stiffening rib (8); the bottom of the parapet upright post (3) is welded and connected to the top of the overhanging horizontal steel beam (10) by adopting a groove.
4. The steel bar frame column, wind-resistant column and parapet wall connecting structure according to claim 1, wherein: parapet steel purlin (4) are arranged along parapet stand (3) height according to certain interval and both ends weld between parapet stand (3), and steel bent post side parapet (11) adopt to penetrate the nail to connect in parapet steel purlin (4) inside and outside both sides.
5. The steel bar frame column, wind-resistant column and parapet wall connecting structure according to claim 1, wherein: the wind-resistant steel column is characterized by further comprising a steel column horizontal stiffening rib (9), wherein the steel column horizontal stiffening rib (9) is arranged in the wind-resistant column (1 a).
6. The steel bar frame column, wind-resistant column and parapet wall connecting structure according to claim 1, wherein: the steel roof beam (2) further comprises a skylight (13), and the skylight (13) is arranged at the middle position of the top of the steel roof beam (2).
CN202320801393.0U 2023-04-12 2023-04-12 Connection structure of steel bar frame column, wind-resistant column and parapet Active CN220058347U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320801393.0U CN220058347U (en) 2023-04-12 2023-04-12 Connection structure of steel bar frame column, wind-resistant column and parapet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320801393.0U CN220058347U (en) 2023-04-12 2023-04-12 Connection structure of steel bar frame column, wind-resistant column and parapet

Publications (1)

Publication Number Publication Date
CN220058347U true CN220058347U (en) 2023-11-21

Family

ID=88788633

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320801393.0U Active CN220058347U (en) 2023-04-12 2023-04-12 Connection structure of steel bar frame column, wind-resistant column and parapet

Country Status (1)

Country Link
CN (1) CN220058347U (en)

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