CN219732289U - Anti-seismic assembled steel structure - Google Patents
Anti-seismic assembled steel structure Download PDFInfo
- Publication number
- CN219732289U CN219732289U CN202320902445.3U CN202320902445U CN219732289U CN 219732289 U CN219732289 U CN 219732289U CN 202320902445 U CN202320902445 U CN 202320902445U CN 219732289 U CN219732289 U CN 219732289U
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- Prior art keywords
- buffer
- fixedly connected
- plate
- sliding
- columns
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 76
- 239000010959 steel Substances 0.000 title claims abstract description 76
- 230000004224 protection Effects 0.000 claims abstract description 16
- 230000000149 penetrating effect Effects 0.000 claims abstract description 14
- 238000009434 installation Methods 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000035515 penetration Effects 0.000 claims 4
- 238000000034 method Methods 0.000 claims 1
- 230000035939 shock Effects 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 description 17
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 11
- 235000017491 Bambusa tulda Nutrition 0.000 description 11
- 241001330002 Bambuseae Species 0.000 description 11
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 11
- 239000011425 bamboo Substances 0.000 description 11
- 230000000703 anti-shock Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000009979 protective mechanism Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an anti-seismic assembled steel structure which comprises a bearing steel, wherein the top of the bearing steel is connected with a mounting frame in a sliding and penetrating manner, one side of the mounting frame is fixedly connected with beam steel, one side of the bearing steel is provided with a protection mechanism for supporting and protecting the beam steel, the protection mechanism comprises a fixed plate, a fixed cylinder, a support column, two sliding plates, a plurality of buffer balls, two buffer plates, a plurality of buffer columns and a support block, the support column is positioned in the fixed cylinder, and the buffer columns are fixedly connected between the two buffer plates. According to the utility model, the beam steel is supported by the support columns through mutual matching of the fixing plates, the fixing cylinders, the support columns, the sliding plates, the buffer balls, the buffer plates, the buffer columns and the support columns, and the sliding plates and the support columns are simultaneously buffered, so that the beam steel is supported, shock-resistant and protected, and the stability of the beam steel is increased conveniently.
Description
Technical Field
The utility model relates to the field of assembled steel structures, in particular to an anti-seismic assembled steel structure.
Background
The assembled steel structure is an assembled building formed by steel pieces, the steel structure is made of ductile materials, the steel structure has better anti-seismic performance, and the steel structure is a recyclable material, so that the assembled building is more environment-friendly.
The partially assembled steel structure uses beam steel and bearing steel, the beam steel is connected with the bearing steel in a vertical state, the beam steel is used for supporting, and the bearing steel is used for weighing and supporting the beam steel.
However, if the beam steel is subjected to vibration or extrusion impact, downward movement of the beam steel can occur, the beam steel extrudes the bearing steel, even deformation is caused, the beam steel is inconvenient to support, shock resistance and protection, and certain limitations exist.
Disclosure of Invention
The utility model aims to provide an anti-seismic assembled steel structure so as to solve the problems in the background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: an earthquake-resistant fabricated steel structure, comprising:
the top of the bearing steel is connected with a mounting frame in a sliding penetrating way, and one side of the mounting frame is fixedly connected with beam steel;
one side of the bearing steel is provided with a protection mechanism for protecting the support of the beam steel;
the protection mechanism comprises a fixed plate, a fixed cylinder, a support column, two sliding plates, a plurality of buffer balls, two buffer plates, a plurality of buffer columns and support blocks, wherein the support column is positioned in the fixed cylinder, two buffer plates are positioned between the support column and the support blocks, and the buffer columns are fixedly connected between the two buffer plates.
Preferably, one side of the sliding plate is fixedly connected with the supporting column, the bottom end of the fixed cylinder is fixedly connected with the fixed plate, and the top ends of the two buffer balls are respectively and fixedly connected with the two sliding plates.
Preferably, both sides of the buffer plate are fixedly connected with both sides of the inner wall of the fixed cylinder respectively, and the bottom end of the supporting block is fixedly connected with the fixed plate.
Preferably, the top of the fixed cylinder is connected with the installation cylinder in a sliding and inserting mode, the top of the installation cylinder is provided with a round groove, the support columns are connected with the inner cavities of the round groove in a sliding and inserting mode, the two sides of the installation cylinder are provided with first sliding grooves, the inner cavities of the first sliding grooves are connected with limit columns in a sliding and inserting mode, the two sides of the fixed cylinder are provided with limit grooves, and the limit columns are connected with the inner cavities of the limit grooves in a sliding and inserting mode.
Preferably, an operation plate is fixedly connected to one side of the limit column, threaded columns are fixedly connected to two sides of the mounting cylinder, the outer wall of each threaded column is connected with the operation plate in a sliding penetrating mode, and a mounting ring is connected to the outer wall of each threaded column in a threaded penetrating mode.
Preferably, the top fixedly connected with backup pad of support column, the bottom screw thread of backup pad is threaded and is connected with two first bolts, the one end and the crossbeam steel screw thread of first bolt are threaded and are connected, the bottom fixedly connected with gusset plate of fixed plate, one side fixedly connected with square board of fixed plate and gusset plate, one side screw thread of square board is threaded and is connected with two second bolts, the one end and the bearing steel screw thread of second bolt are threaded and are connected.
The utility model has the technical effects and advantages that:
according to the utility model, the beam steel is supported by the support columns through mutual matching of the fixing plates, the fixing cylinders, the support columns, the sliding plates, the buffer balls, the buffer plates, the buffer columns and the support columns, and the sliding plates and the support columns are simultaneously buffered, so that the beam steel is supported, shock-resistant and protected, and the stability of the beam steel is increased conveniently.
Drawings
FIG. 1 is a schematic diagram of the front cross-sectional structure of the present utility model.
Fig. 2 is an enlarged schematic view of the structure of fig. 1 a according to the present utility model.
FIG. 3 is a schematic view showing the structure of the fixing plate of the present utility model.
In the figure: 1. load-bearing steel; 2. a mounting frame; 3. beam steel; 4. a protective mechanism; 41. a fixing plate; 42. a fixed cylinder; 43. a support column; 44. a sliding plate; 45. a buffer ball; 46. a buffer plate; 47. a buffer column; 48. a support block; 5. a mounting cylinder; 6. a reinforcing plate; 7. a limit column; 8. an operation panel; 9. a support plate; 10. and (5) square plates.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. 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.
The utility model provides an anti-seismic assembled steel structure as shown in figures 1-3, which comprises bearing steel 1, wherein the top of the bearing steel is connected with a mounting frame 2 in a sliding penetrating manner, both sides and one side of the mounting frame 2 are connected with mounting bolts in a threaded penetrating manner, one end of each mounting bolt is connected with the bearing steel 1 in a threaded penetrating manner, and one side of the mounting frame 2 is fixedly connected with beam steel 3.
One side of the bearing steel 1 is provided with a protection mechanism 4 for supporting and protecting the beam steel 3.
The protection mechanism 4 comprises a fixed plate 41, a fixed cylinder 42, a supporting column 43, two sliding plates 44, a plurality of buffer balls 45, two buffer plates 46, a plurality of buffer columns 47 and supporting blocks 48, wherein the fixed plate 41 is favorable for supporting the fixed cylinder 42, facilitating the installation of the fixed cylinder 42, the fixed cylinder 42 is favorable for enabling the supporting column 43 to slide in the fixed cylinder, facilitating the supporting column 43 to support, the supporting column 43 is favorable for supporting the beam steel 3, further favorable for anti-seismic protection of the beam steel 3, facilitating the increase of the stability of the beam steel 3, the sliding plate 44 is favorable for extruding the buffer balls 45, facilitating the buffering of the supporting column 43, the buffer balls 45 and the supporting blocks 48 are made of rubber materials, the two adjacent buffer balls 45 are fixedly connected, the buffer balls 45 are favorable for generating deformation to generate elasticity for the sliding plates 44, facilitating the buffer protection of the supporting column 43 and the beam steel 3, the beam steel 3 is convenient to be subjected to anti-shock protection, the buffer plate 46 and the buffer column 47 are made of elastic steel sheets, the buffer protection is carried out when the support column 43 is extruded, the anti-shock protection is carried out on the beam steel 3 conveniently, the stability of the beam steel 3 is further improved, when the beam steel 3 is extruded, the support column 43 is extruded by the beam steel 3 when being extruded, the sliding plate 44 is driven to move by the support column 43, the sliding plate 44 is extruded by the buffer balls 45, the elastic force is generated by the sliding plate 44, the buffer plate 46 is extruded by the buffer balls 45, the buffer column 47 and the support block 48 are extruded by the buffer plate 46, the buffer protection is carried out on the support column 43, the anti-shock protection is carried out on the beam steel 3, the support column 43 is positioned in the fixed cylinder 42, the two buffer plates 46 are positioned between the support column 43 and the support block 48, a plurality of buffer posts 47 are fixedly connected between the two buffer plates 46.
One side of the sliding plate 44 is fixedly connected with the supporting column 43, the bottom end of the fixed cylinder 42 is fixedly connected with the fixed plate 41, and the top ends of the two buffer balls 45 are respectively fixedly connected with the two sliding plates 44.
Both sides of the buffer plate 46 are fixedly connected with both sides of the inner wall of the fixed cylinder 42, and the bottom end of the supporting block 48 is fixedly connected with the fixed plate 41.
The top of fixed section of thick bamboo 42 slides and alternates and be connected with installation section of thick bamboo 5, be favorable to leading the motion of support column 43, be favorable to sealing fixed section of thick bamboo 42 simultaneously, the circular slot has been seted up on the top of installation section of thick bamboo 5, the inner chamber of support column 43 and circular slot slides and alternates and be connected, first spout has all been seted up to the both sides of installation section of thick bamboo 5, the inner chamber of first spout slides and alternates and is connected with spacing post 7, be favorable to prescribing a limit to the relative position of fixed section of thick bamboo 42 and installation section of thick bamboo 5, and then be favorable to installing and dismantling installation section of thick bamboo 5, the spacing groove has all been seted up to the both sides of fixed section of thick bamboo 42, spacing post 7 and the inner chamber of spacing groove slide alternate and be connected.
One side fixedly connected with operation board 8 of spacing post 7 is favorable to driving spacing post 7 and moves, is convenient for operate spacing post 7, and the equal fixedly connected with screw thread post in both sides of installation section of thick bamboo 5 is favorable to being connected with operation board 8, is convenient for install operation board 8, and the outer wall of screw thread post is connected with operation board 8 slip interlude, and the outer wall screw thread of screw thread post is interlude and is connected with the collar, is favorable to prescribing a limit to the relative position of screw thread post and operation board 8, and then is favorable to installing and dismantling operation board 8 and spacing post 7, is convenient for install and dismantle installation section of thick bamboo 5.
The top fixedly connected with backup pad 9 of support column 43, backup pad 9 and first bolt are favorable to installing and dismantling support column 43, the bottom thread of backup pad 9 is threaded to be connected with two first bolts, the one end of first bolt is threaded to be connected with crossbeam steel 3, the bottom fixedly connected with gusset plate 6 of fixed plate 41 is favorable to strengthening fixed plate 41, be convenient for support fixed plate 41, one side fixedly connected with square board 10 of fixed plate 41 and gusset plate 6, square board 10 and second bolt are favorable to installing and dismantling fixed plate 41 and gusset plate 6, one side thread of square board 10 is threaded to be connected with two second bolts, the one end of second bolt is threaded to be connected with bearing steel 1.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.
Claims (6)
1. An earthquake-resistant fabricated steel structure, comprising:
the top of the bearing steel (1) is connected with a mounting frame (2) in a sliding penetrating way, and one side of the mounting frame (2) is fixedly connected with a beam steel (3);
the method is characterized in that: one side of the bearing steel (1) is provided with a protection mechanism (4) for supporting and protecting the beam steel (3);
the protection mechanism (4) comprises a fixed plate (41), a fixed cylinder (42), a supporting column (43), two sliding plates (44), a plurality of buffer balls (45), two buffer plates (46), a plurality of buffer columns (47) and supporting blocks (48), wherein the supporting column (43) is located inside the fixed cylinder (42), two buffer plates (46) are located between the supporting column (43) and the supporting blocks (48), and the buffer columns (47) are fixedly connected between the two buffer plates (46).
2. An earthquake-resistant fabricated steel structure as claimed in claim 1, wherein one side of the sliding plate (44) is fixedly connected with the supporting column (43), the bottom end of the fixed cylinder (42) is fixedly connected with the fixed plate (41), and the top ends of the two buffer balls (45) are respectively fixedly connected with the two sliding plates (44).
3. The anti-seismic assembled steel structure according to claim 1, wherein two sides of the buffer plate (46) are fixedly connected with two sides of the inner wall of the fixed cylinder (42), and the bottom end of the supporting block (48) is fixedly connected with the fixed plate (41).
4. The anti-seismic assembled steel structure according to claim 1, wherein the top of the fixed cylinder (42) is connected with the installation cylinder (5) in a sliding penetration manner, a round groove is formed in the top end of the installation cylinder (5), the support columns (43) are connected with the inner cavities of the round groove in a sliding penetration manner, the two sides of the installation cylinder (5) are provided with first sliding grooves, the inner cavities of the first sliding grooves are connected with the limit columns (7) in a sliding penetration manner, the two sides of the fixed cylinder (42) are provided with limit grooves, and the limit columns (7) are connected with the inner cavities of the limit grooves in a sliding penetration manner.
5. The anti-seismic assembled steel structure according to claim 4, wherein one side of the limiting column (7) is fixedly connected with an operation plate (8), both sides of the mounting cylinder (5) are fixedly connected with threaded columns, the outer walls of the threaded columns are connected with the operation plate (8) in a sliding penetrating manner, and the outer walls of the threaded columns are connected with mounting rings in a threaded penetrating manner.
6. The anti-seismic assembled steel structure according to claim 1, wherein the top end of the supporting column (43) is fixedly connected with a supporting plate (9), two first bolts are connected to the bottom end of the supporting plate (9) in a threaded penetrating manner, one ends of the first bolts are connected to the beam steel (3) in a threaded penetrating manner, a reinforcing plate (6) is fixedly connected to the bottom end of the fixing plate (41), a square plate (10) is fixedly connected to one side of the fixing plate (41) and one side of the reinforcing plate (6), two second bolts are connected to one side of the square plate (10) in a threaded penetrating manner, and one ends of the second bolts are connected to the bearing steel (1) in a threaded penetrating manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320902445.3U CN219732289U (en) | 2023-04-20 | 2023-04-20 | Anti-seismic assembled steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320902445.3U CN219732289U (en) | 2023-04-20 | 2023-04-20 | Anti-seismic assembled steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219732289U true CN219732289U (en) | 2023-09-22 |
Family
ID=88051773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320902445.3U Active CN219732289U (en) | 2023-04-20 | 2023-04-20 | Anti-seismic assembled steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219732289U (en) |
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2023
- 2023-04-20 CN CN202320902445.3U patent/CN219732289U/en active Active
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