CN221219122U - Steel construction eave post connection structure in traditional style building - Google Patents
Steel construction eave post connection structure in traditional style building Download PDFInfo
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- CN221219122U CN221219122U CN202323093090.7U CN202323093090U CN221219122U CN 221219122 U CN221219122 U CN 221219122U CN 202323093090 U CN202323093090 U CN 202323093090U CN 221219122 U CN221219122 U CN 221219122U
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- eave
- column
- eave column
- traditional style
- style building
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 27
- 239000010959 steel Substances 0.000 title claims abstract description 27
- 238000010276 construction Methods 0.000 title claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 238000005192 partition Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000003351 stiffener Substances 0.000 claims 4
- 230000000694 effects Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The application discloses a steel structure eave column connecting structure in a traditional style building, which comprises an upper eave column, an upper cross beam, a lower floor beam, a shelf beam, a lower eave column, a lower cross beam and a diagonal bracing; the upper end of the upper eave column is vertically connected with the upper cross beam, the lower storey beam is arranged above the frame beam in parallel, the lower end of the upper eave column is vertically connected with the frame beam, and the end part of the lower storey beam is vertically connected with the upper eave column; the lower eave column is arranged in parallel on the outer side of the upper eave column, the upper end of the lower eave column is vertically connected with the lower cross beam, the upper end of the lower eave column is connected with the upper eave column through the diagonal bracing, the junction of the diagonal bracing and the upper eave column and the junction of the lower floor beam and the upper eave column are located at the same height, and the end part of the shelf beam is vertically connected with the lower eave column. The application solves the problem of lower safety of the eave column connecting structure caused by low strength in the prior art.
Description
Technical Field
The application belongs to the technical field of traditional style steel structure buildings, and particularly relates to a steel structure eave column connecting structure in a traditional style building.
Background
Eave columns, namely the outermost column under the eave of the traditional style building, are also called outer columns. The support is mainly used for heavy eaves or buildings with flat seats, and is used for supporting and picking longer eaves, angle beam wing angles and the like. In traditional style building attic, tower class building generally, eave post can not fall to the ground usually, needs to adopt structural transformation, but steel column just connects with the girder steel and is difficult to realize, and is mostly lower extreme articulated, and the upper end just connects, when being higher to high intensity district, structural height, is difficult to satisfy the normative requirement, and then leads to eave post shock resistance relatively poor, and the security is lower.
Disclosure of utility model
The embodiment of the application solves the problem of lower safety of the eave column connecting structure caused by low strength in the prior art by providing the eave column connecting structure with the steel structure in the traditional style building.
In order to achieve the above purpose, the embodiment of the utility model provides a steel structure eave column connecting structure in a traditional style building, which comprises an upper eave column, an upper cross beam, a lower floor beam, a frame beam, a lower eave column, a lower cross beam and diagonal braces;
The upper end of the upper eave column is vertically connected with the upper cross beam, the lower storey beam is arranged above the frame beam in parallel, the lower end of the upper eave column is vertically connected with the frame beam, and the end part of the lower storey beam is vertically connected with the upper eave column;
The lower eave column is arranged in parallel on the outer side of the upper eave column, the upper end of the lower eave column is vertically connected with the lower cross beam, the upper end of the lower eave column is connected with the upper eave column through the diagonal bracing, the junction of the diagonal bracing and the upper eave column and the junction of the lower floor beam and the upper eave column are located at the same height, and the end part of the shelf beam is vertically connected with the lower eave column.
In one possible implementation, the upper beam is provided with an upper rafter and the lower beam is provided with a lower rafter.
In one possible implementation manner, the outer side of the upper end of the upper eave column and the outer side of the upper end of the lower eave column are provided with supporting structures;
The support structure comprises a plurality of arches and a plurality of connecting purlins;
The arch bodies are arranged at intervals along the vertical direction, and the end parts of the arch bodies are connected with the upper eave column or the lower eave column;
the connecting purlin is arranged on the corresponding arch body, and the upper end of the connecting purlin is connected with the arch body, the upper rafter or the lower rafter above the connecting purlin.
In one possible implementation manner, an upper floor beam is parallel to the upper side of the lower floor beam, the end part of the upper floor beam is vertically connected to the upper eave column, and a support structure on the upper eave column is arranged at the joint of the upper floor beam and the upper eave column.
In one possible implementation manner, stiffening plates are arranged in the upper eave column or the lower eave column at corresponding positions of the arch body.
In one possible implementation, the lower ends of the upper eave posts are inserted into the shelf beams and connected by welding.
In one possible implementation manner, the device further comprises a reinforcing rod, wherein the reinforcing rod is obliquely arranged, the upper end of the reinforcing rod is connected with the upper end of the lower eave column, and the lower end of the reinforcing rod is connected with the lower end of the upper eave column.
In one possible implementation manner, the reinforcing rods are H-shaped steel beams, and the connecting parts of the reinforcing rods, the lower eave column and the upper eave column are provided with partition plates.
One or more technical solutions provided in the embodiments of the present utility model at least have the following technical effects or advantages:
The embodiment of the utility model provides a steel structure eave column connecting structure in a traditional style building, wherein an upper eave column, a frame beam, a lower floor beam, a lower eave column and inclined struts of the structure are connected to form an integrated structure, and all adopt steel structures, so that an integrated steel frame is formed by combination.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the description of the embodiments will be briefly described below. It is obvious that the drawings in the following description are only some embodiments of the present application, and that other drawings may be obtained from these drawings without inventive effort for a person of ordinary skill in the art.
Fig. 1 is a schematic structural view of a steel structure eave column connection structure in a traditional style building according to an embodiment of the utility model.
Fig. 2 is a schematic structural diagram of a steel structure eave column connection structure in a traditional style building according to a second embodiment of the present utility model.
Reference numerals: 1-an upper eave column; 2-an upper cross beam; 3-lower floor beams; 4-a frame beam; 5-lower eave column; 6-a lower cross beam; 7-diagonal bracing; 8-upper rafters; 9-a support structure; 91-arches; 92-connecting purlin; 10-lower rafters; 11-upper floor beams; 12-stiffening plates; 13-a reinforcing bar; 14-separator.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of the embodiments of the present utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the embodiments of the present utility model and simplify description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. The terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance. Furthermore, the terms "mounted," "connected," "coupled," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the embodiments of the present utility model will be understood by those of ordinary skill in the art according to specific circumstances.
As shown in fig. 1 and 2, the steel structure eave column connecting structure in the traditional style building provided in the first or second embodiment of the present utility model includes an upper eave column 1, an upper cross beam 2, a frame beam 4, a lower floor beam 3, a lower eave column 5, a lower cross beam 6, and a diagonal brace 7.
The upper end of the upper eave column 1 is vertically connected with the upper cross beam 2, the lower storey beam 3 is arranged above the frame beam 4 in parallel, the lower end of the upper eave column 1 is vertically connected with the frame beam 4, and the end part of the lower storey beam 3 is vertically connected with the upper eave column 1.
The lower eave column 5 is arranged on the outer side of the upper eave column 1 in parallel, the upper end of the lower eave column 5 is vertically connected with the lower cross beam 6, the upper end of the lower eave column 5 is connected with the upper eave column 1 through the diagonal bracing 7, the joint of the diagonal bracing 7 and the upper eave column 1 and the joint of the lower floor beam 3 and the upper eave column 1 are positioned at the same height, and the end part of the shelf beam 4 is vertically connected with the lower eave column 5.
It should be noted that, go up eave post 1, shelf beam 4, lower floor roof beam 3, lower eave post 5, and bracing 7 connect and form integral type structure, it all adopts steel construction, consequently, the combination has formed integral type steelframe, this structure not only can make and go up eave post 1 with internal force transmit for lower eave post 5 smoothly, and the just connected effect in the post bottom of last eave post 1 has been satisfied, therefore eave post anti-side rigidity has been improved, and then eave post connection structure's security has been improved greatly, make the intensity of whole structure obtain promoting, this structure has satisfied the artistic molding requirement of traditional style building, the appearance structure of modern structural component has been adopted simultaneously, node etc. ensures that the structure is safe suitable, economical and reliable, the construction of being convenient for.
In this embodiment, the upper beam 2 is provided with an upper rafter 8, and the lower beam 6 is provided with a lower rafter 10.
In this embodiment, the outer side of the upper end of the upper eave column 1 and the outer side of the upper end of the lower eave column 5 are both provided with a supporting structure 9.
The support structure 9 comprises a plurality of arches 91, and a plurality of connecting purlins 92.
The plurality of arches 91 are arranged at intervals in the vertical direction, and the ends of the plurality of arches 91 are connected to the upper eave column 1 or the lower eave column 5.
The plurality of connection purlins 92 are in one-to-one correspondence with the plurality of arches 91, the connection purlins 92 are arranged on the corresponding arches 91, and the upper ends of the connection purlins 92 are connected with the arches 91, the upper rafters 8 or the lower rafters 10 above the connection purlins 92.
The lengths of the plurality of arches 91 are sequentially shortened from top to bottom. The connection purlin 92 connects the plurality of arches 91 and rafters as a unitary structure. The supporting structure 9 improves the overhanging length of the rafters and the out-of-plane bending moment of the eave column, so that the durability and the stress performance of the structure are improved, and the safety of the structure is ensured.
In this embodiment, an upper floor beam 11 is parallel to the upper side of the lower floor beam 3, the end of the upper floor beam 11 is vertically connected to the upper eave column 1, and the support structure 9 on the upper eave column 1 is disposed at the connection between the upper floor beam 11 and the upper eave column 1.
The reinforcing plate is provided in the upper eave column 1 at the joint of the upper floor beams 11, thereby improving the connection strength.
In this embodiment, stiffening plates 12 are disposed in the upper eave column 1 or the lower eave column 5 at positions corresponding to the arch 91.
The stiffening plate 12 is used to improve the structural strength of the junction between the eave column and the arch 91, and further improve the overall stability of the support structure 9.
In this embodiment, the lower end of the upper eave column 1 is inserted into the frame beam 4 and connected by welding.
The connection mode of the lower end of the upper eave column 1 has good structural strength.
As shown in fig. 2, in the second embodiment, the reinforcing rod 13 is disposed obliquely, the upper end of the reinforcing rod 13 is connected to the upper end of the lower eave post 5, and the lower end of the reinforcing rod 13 is connected to the lower end of the upper eave post 1.
It should be noted that, when the internal force of the structure is large, the bearing capacity of the shelf beam 4, the floor beam or the eave column is difficult to meet the design requirement, the overall strength of the structure can be further improved by arranging the reinforcing rods 13, and the actual use requirement is met.
In the second embodiment, the reinforcing rod 13 is an H-shaped steel beam, and the connection parts between the reinforcing rod 13 and the lower eave column 5 and the upper eave column 1 are provided with the partition plates 14.
The spacer 14 can further improve the structural strength of the reinforcing rod 13.
In the present embodiment, it will be apparent to those skilled in the art that the present utility model is not limited to the details of the above-described exemplary embodiments, but that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Claims (8)
1. Steel construction eaves post connection structure in traditional style building, its characterized in that: the frame comprises an upper eave column (1), an upper cross beam (2), a lower floor beam (3), a frame beam (4), a lower eave column (5), a lower cross beam (6) and an inclined strut (7);
The upper end of the upper eave column (1) is vertically connected with the upper cross beam (2), the lower floor beam (3) is arranged above the frame beam (4) in parallel, the lower end of the upper eave column (1) is vertically connected with the frame beam (4), and the end part of the lower floor beam (3) is vertically connected with the upper eave column (1);
lower eaves post (5) parallel arrangement in the outside of last eaves post (1), the upper end of lower eaves post (5) perpendicular connect in lower crossbeam (6), the upper end of lower eaves post (5) pass through bracing (7) connect in go up eaves post (1), bracing (7) with the junction of last eaves post (1), and lower floor roof beam (3) with the junction of last eaves post (1) is located same high department, the tip perpendicular connection of shelf roof beam (4) in lower eaves post (5).
2. The steel structure eave column connection structure in traditional style building according to claim 1, wherein: an upper rafter (8) is arranged on the upper cross beam (2), and a lower rafter (10) is arranged on the lower cross beam (6).
3. The steel structure eave column connection structure in traditional style building according to claim 2, wherein: the outer side of the upper end of the upper eave column (1) and the outer side of the upper end of the lower eave column (5) are respectively provided with a supporting structure (9);
The support structure (9) comprises a plurality of arches (91) and a plurality of connecting purlins (92);
The arch bodies (91) are arranged at intervals along the vertical direction, and the end parts of the arch bodies (91) are connected with the upper eave column (1) or the lower eave column (5);
The connecting purlin (92) and the arch bodies (91) are in one-to-one correspondence, the connecting purlin (92) is installed on the corresponding arch body (91), and the upper end of the connecting purlin (92) is connected with the arch body (91), the upper rafter (8) or the lower rafter (10) above the connecting purlin.
4. A steel structure eave column connection structure in traditional style building according to claim 3, characterized in that: the upper part of the lower floor beam (3) is parallel with an upper floor beam (11), the end part of the upper floor beam (11) is vertically connected with the upper eave column (1), and a supporting structure (9) on the upper eave column (1) is arranged at the joint of the upper floor beam (11) and the upper eave column (1).
5. A steel structure eave column connection structure in traditional style building according to claim 3, characterized in that: stiffening plates (12) are arranged in the upper eave column (1) or the lower eave column (5) at positions corresponding to the arch bodies (91).
6. The steel structure eave column connection structure in traditional style building according to claim 1, wherein: the lower end of the upper eave column (1) is inserted into the frame beam (4) and is connected through welding.
7. The steel structure eave column connection structure in traditional style building according to claim 1, wherein: still include stiffener (13), stiffener (13) slope setting, the upper end of stiffener (13) connect in the upper end of lower eaves post (5), the lower extreme of stiffener (13) connect in the lower extreme of upper eaves post (1).
8. The steel structure eave column connection structure in traditional style building according to claim 7, wherein: the reinforcing rod (13) is an H-shaped steel beam, and a partition plate (14) is arranged at the joint of the reinforcing rod (13) and the lower eave column (5) and the upper eave column (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323093090.7U CN221219122U (en) | 2023-11-16 | 2023-11-16 | Steel construction eave post connection structure in traditional style building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323093090.7U CN221219122U (en) | 2023-11-16 | 2023-11-16 | Steel construction eave post connection structure in traditional style building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221219122U true CN221219122U (en) | 2024-06-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323093090.7U Active CN221219122U (en) | 2023-11-16 | 2023-11-16 | Steel construction eave post connection structure in traditional style building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221219122U (en) |
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2023
- 2023-11-16 CN CN202323093090.7U patent/CN221219122U/en active Active
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