CN216238959U - Concatenation formula shock attenuation steel construction for building - Google Patents
Concatenation formula shock attenuation steel construction for building Download PDFInfo
- Publication number
- CN216238959U CN216238959U CN202122299480.4U CN202122299480U CN216238959U CN 216238959 U CN216238959 U CN 216238959U CN 202122299480 U CN202122299480 U CN 202122299480U CN 216238959 U CN216238959 U CN 216238959U
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- column
- connecting piece
- fixed
- saddle
- damping steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 54
- 239000010959 steel Substances 0.000 title claims abstract description 54
- 238000010276 construction Methods 0.000 title claims abstract description 8
- 230000035939 shock Effects 0.000 title claims description 3
- 238000013016 damping Methods 0.000 claims abstract description 36
- 210000000078 claw Anatomy 0.000 claims abstract description 29
- 238000003466 welding Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a spliced damping steel structure for buildings, which comprises a damping steel upright post, a fixed claw, a fixed saddle, a beam post connecting piece and a beam post, wherein the beam post connecting piece is fixedly connected with the fixed claw; according to the arrangement of the beam-column connecting piece and the fixed saddle, the damping steel upright column and the beam column are fixedly connected through the beam-column connecting piece and the fixed saddle, the connecting mode of the traditional welding seam, bolt or rivet connection is broken through, the connecting process is simple and convenient, the labor force is reduced, the mounting efficiency is increased, and the construction of an emergency factory building is facilitated; the fixed claw is detachably connected between the fixed saddle and the beam column connecting piece, so that the connection is convenient, the disassembly between the steel vibration upright column and the beam column is facilitated, and the steel vibration upright column connecting piece is suitable for building a temporary workshop; outer joint tooth and interior joint tooth set up, and outer joint tooth is connected with interior joint tooth cooperation, has increased the stability of being connected between stationary dog and the fixed saddle, prevents that not hard up situation from appearing in the crossbeam post, has improved the holistic security performance of device.
Description
Technical Field
The utility model belongs to the technical field of steel structures, and particularly relates to a spliced damping steel structure for a building.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like. The self-weight is light, the manufacturing industrialization degree is high, the assembly can be accurately and quickly carried out, the construction is simple and convenient, and the like; and compared with the common non-reinforced brick masonry structure and the concrete frame, the steel structure has better stability and firmness in the using process, so that the steel structure is gradually and widely applied to the fields of warehouses and the like.
The existing damping steel upright post and the existing damping steel cross beam are connected by welding seams, bolts or rivets, the connection mode is time-consuming and labor-consuming, the construction of an emergency workshop is not facilitated, and the welding mode is used for connecting the workshop and is not beneficial to the disassembly of the later damping steel materials.
Therefore, the spliced damping steel structure for the building is very necessary to be invented.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model provides a splicing type damping steel structure for buildings, which aims to solve the problems that a damping steel upright post and a cross beam are connected by welding seams, bolts or rivets, the connection mode is time-consuming and labor-consuming, is not beneficial to building of emergency plants, and is not beneficial to dismounting of damping steel materials in later periods due to the welding mode in some temporarily built plants. A spliced damping steel structure for buildings comprises a damping steel upright post, a fixing claw, a fixing saddle, a beam column connecting piece and a beam column, wherein the fixing claw is fixedly arranged on the outer side of the damping steel upright post; the fixed saddle is sleeved on the outer side of the damping steel upright post through an upright post through hole and is connected with the fixed claw in a matching way; 1-4 beam column connecting pieces are adopted and are in matched connection with the fixed saddle; the crossbeam post cup joint in the outside of joint to support on the chair post, break through traditional welding seam, bolt or rivet connection's connected mode, the connection process is simple and convenient, reduces the labour, increases the installation effectiveness, is favorable to putting up of emergent factory building.
The fixed support table comprises a support table body, inner clamping teeth, an upright post through hole and a limiting groove, wherein the support table body is of a cavity structure, and a plurality of inner clamping teeth are uniformly arranged around the cavity; the inner clamping teeth and the tray body are of an integral structure; the upright post through hole penetrates through the center in the tray table body, and the diameter of the upright post through hole is consistent with that of the damping steel upright post; the limiting grooves are uniformly formed in the bottom surface of the supporting table body, and the forming number of the limiting grooves is consistent with the number of the claw bodies arranged on the fixed claws.
The limiting groove is clamped at the top of the fixed claw.
The cross beam column connecting piece comprises a connecting piece body, a concave groove, an outer clamping tooth, a chair column and a clamping joint, wherein the connecting piece body is an annular table with the radian of 90 degrees; the concave surface groove is an inner arc surface of the connecting piece body, and the opening diameter of the concave surface groove is consistent with the diameter of the damping steel upright post; the outer clamping teeth are arranged below the outer arc surface of the connecting piece body, and the outer clamping teeth and the connecting piece body are of an integral structure; the clamping joint is welded on the outer arc surface of the connecting piece body and is positioned right above the outer clamping teeth, and the chair column is sleeved on the outer side of the clamping joint; the diameter of the chair column is consistent with that of the beam column.
The outer clamping teeth are connected with the inner clamping teeth in a matched mode, so that the connection stability between the fixed claw and the fixed supporting platform is improved, the beam column is prevented from loosening, and the overall safety performance of the device is improved.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the arrangement of the beam-column connecting piece and the fixing saddle, the damping steel stand column and the beam column are fixedly connected through the beam-column connecting piece and the fixing saddle, the connecting mode of the traditional welding seam, bolt or rivet connection is broken through, the connecting process is simple and convenient, the labor force is reduced, the mounting efficiency is increased, and the construction of an emergency factory building is facilitated.
2. According to the fixing claw, the fixing saddle and the beam column connecting piece are arranged, and the fixing claw, the fixing saddle and the beam column connecting piece are detachably connected, so that the fixing claw is convenient to connect, is beneficial to detachment between the seismic steel stand column and the beam column, and is suitable for building temporary plants.
3. According to the utility model, the outer clamping teeth and the inner clamping teeth are arranged, and the outer clamping teeth and the inner clamping teeth are connected in a matched manner, so that the connection stability between the fixed claw and the fixed supporting table is increased, the beam column is prevented from loosening, and the overall safety performance of the device is improved.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is an exploded view of the present invention.
FIG. 3 is a schematic view of the fixed pallet structure of the present invention.
Fig. 4 is a schematic structural view of a part of the fixing tray table of the present invention.
Fig. 5 is a schematic view of the beam-column connection of the present invention.
In the figure:
1-damping steel upright column, 2-fixed claw, 3-fixed saddle, 31-saddle body, 32-inner clamping tooth, 33-upright column through hole, 34-limiting groove, 4-beam column connecting piece, 41-connecting piece body, 42-concave groove, 43-outer clamping tooth, 44-chair column, 45-clamping joint and 5-beam column.
Detailed Description
In order to make the technical solutions of the present invention better understood by those skilled in the art, the technical solutions in the embodiments of the present invention will be clearly and completely described below, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in figures 1-5.
The utility model provides a spliced damping steel structure for buildings, which comprises a damping steel upright post 1, a fixed claw 2, a fixed saddle 3, a beam post connecting piece 4 and a beam post 5, wherein the fixed claw 2 is fixedly arranged on the outer side of the damping steel upright post 1; the fixed saddle 3 is sleeved on the outer side of the damping steel upright post 1 through an upright post through hole 33 and is connected with the fixed claw 2 in a matching way; 1-4 beam column connecting pieces 4 are adopted and are connected with the fixed saddle 3 in a matching way; crossbeam post 5 cup joint in the outside of joint 45 to support on chair post 44, break through traditional welding seam, bolt or rivet connection's connected mode, the connection process is simple and convenient, reduces the labour, increases the installation effectiveness, is favorable to putting up of emergent factory building.
The fixed saddle 3 comprises a saddle body 31, inner clamping teeth 32, a stand column through hole 33 and a limiting groove 34, wherein the saddle body 31 is of a cavity structure, and a plurality of inner clamping teeth 32 are uniformly arranged around the cavity; the inner clamping teeth 32 and the pallet body 31 are of an integral structure; the upright post through hole 33 penetrates through the center inside the saddle body 31, and the diameter of the upright post through hole 33 is consistent with that of the damping steel upright post 1; the limiting grooves 34 are uniformly formed in the bottom surface of the pallet body 31, and the number of the limiting grooves 34 is consistent with the number of the claw bodies arranged on the fixed claws 2.
The limiting groove 34 is clamped at the top of the fixed claw 2.
The beam column connecting piece 4 comprises a connecting piece body 41, a concave groove 42, an outer clamping tooth 43, a chair column 44 and a clamping joint 45, wherein the connecting piece body 41 is an annular table with the radian of 90 degrees; the concave groove 42 is an inner arc surface of the connecting piece body 41, and the opening diameter of the concave groove 42 is consistent with the diameter of the damping steel upright post 1; the outer clamping teeth 43 are arranged below the outer arc surface of the connecting piece body 41, and the outer clamping teeth 43 and the connecting piece body 41 are of an integral structure; the clamping joint 45 is welded on the outer arc surface of the connecting piece body 41 and is positioned right above the outer clamping teeth 43, and the chair column 44 is sleeved on the outer side of the clamping joint 45; the diameter of the chair column 44 is consistent with that of the beam column 5.
The outer clamping teeth 43 are connected with the inner clamping teeth 32 in a matched mode, so that the connection stability between the fixed claw 2 and the fixed supporting platform 3 is improved, the transverse beam column 5 is prevented from loosening, and the overall safety performance of the device is improved.
The working principle is as follows: according to the utility model, firstly, a damping steel upright post 1 is fixed on an external foundation, then a fixed saddle 3 is sleeved on the outer side of the damping steel upright post 1 through an upright post through hole 33 and is fixed through a fixed claw 2 and a limiting groove 34, the using number of beam post connecting pieces 4 is selected according to actual construction requirements, the beam post connecting pieces 4 are clamped into the fixed saddle 3 according to the installation angle of a beam post 5, so that an outer clamping tooth 43 is matched and connected with an inner clamping tooth 32, and finally the beam post 5 is sleeved on the outer side of a clamping joint 45 and is abutted against a chair post 44, so that the connection between the beam post 5 and the damping steel upright post 1 is completed.
The technical solutions of the present invention or similar technical solutions designed by those skilled in the art based on the teachings of the technical solutions of the present invention are all within the scope of the present invention to achieve the above technical effects.
Claims (5)
1. The utility model provides a concatenation formula shock attenuation steel construction for building which characterized in that: the damping steel column comprises a damping steel column (1), a fixed claw (2), a fixed saddle (3), a beam column connecting piece (4) and a beam column (5), wherein the fixed claw (2) is fixedly arranged on the outer side of the damping steel column (1); the fixed saddle (3) is sleeved on the outer side of the damping steel upright post (1) through an upright post through hole (33) and is connected with the fixed claw (2) in a matching way; 1-4 beam column connecting pieces (4) are adopted and are matched and connected with the fixed saddle (3); the beam column (5) is sleeved on the outer side of the clamping joint (45) and abuts against the chair column (44).
2. The splicing type damping steel structure for the building as claimed in claim 1, wherein: the fixed saddle (3) comprises a saddle body (31), inner clamping teeth (32), a stand column through hole (33) and a limiting groove (34), wherein the saddle body (31) is of a cavity structure, and a plurality of inner clamping teeth (32) are uniformly arranged around the cavity; the inner clamping teeth (32) and the pallet body (31) are of an integral structure; the upright post through hole (33) penetrates through the center in the saddle body (31), and the diameter of the upright post through hole (33) is consistent with that of the damping steel upright post (1); the limiting grooves (34) are uniformly formed in the bottom surface of the supporting platform body (31), and the forming number of the limiting grooves (34) is consistent with the number of the claw bodies arranged on the fixed claws (2).
3. The spliced shock-absorbing steel structure for buildings as claimed in claim 2, wherein: the limiting groove (34) is clamped at the top of the fixed claw (2).
4. The splicing type damping steel structure for the building as claimed in claim 1, wherein: the cross beam column connecting piece (4) comprises a connecting piece body (41), a concave groove (42), an outer clamping tooth (43), a chair column (44) and a clamping joint (45), wherein the connecting piece body (41) is an annular table with a radian of 90 degrees; the concave surface groove (42) is an inner arc surface of the connecting piece body (41), and the opening diameter of the concave surface groove (42) is consistent with that of the damping steel upright post (1); the outer clamping teeth (43) are arranged below the outer arc surface of the connecting piece body (41), and the outer clamping teeth (43) and the connecting piece body (41) are of an integral structure; the clamping joint (45) is welded on the outer arc surface of the connecting piece body (41) and is positioned right above the outer clamping teeth (43), and the outer side of the clamping joint (45) is sleeved with the chair column (44); the diameter of the chair column (44) is consistent with that of the beam column (5).
5. The spliced shock-absorbing steel structure for buildings as claimed in claim 4, wherein: the outer clamping teeth (43) are connected with the inner clamping teeth (32) in a matching way.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122299480.4U CN216238959U (en) | 2021-09-23 | 2021-09-23 | Concatenation formula shock attenuation steel construction for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122299480.4U CN216238959U (en) | 2021-09-23 | 2021-09-23 | Concatenation formula shock attenuation steel construction for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216238959U true CN216238959U (en) | 2022-04-08 |
Family
ID=80984710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122299480.4U Active CN216238959U (en) | 2021-09-23 | 2021-09-23 | Concatenation formula shock attenuation steel construction for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216238959U (en) |
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2021
- 2021-09-23 CN CN202122299480.4U patent/CN216238959U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221122 Address after: Room 101, Building 6, No. 302, Changjiang Road, Yantai Economic and Technological Development Zone, Shandong Province, 264000 Patentee after: Shandong guanzhenquan decoration design Engineering Co.,Ltd. Address before: No. 121 budaitun, Budai village, Bajiang Town, Sanjiang Dong Autonomous County, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee before: Long Shun |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231207 Address after: 265200 No. 405, Longmen East Road, Laiyang City, Yantai City, Shandong Province Patentee after: Yantai Guanzhenquan Architectural Design Co.,Ltd. Address before: Room 101, Building 6, No. 302, Changjiang Road, Yantai Economic and Technological Development Zone, Shandong Province, 264000 Patentee before: Shandong guanzhenquan decoration design Engineering Co.,Ltd. |