CN217870947U - Novel antidetonation steel construction - Google Patents
Novel antidetonation steel construction Download PDFInfo
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- CN217870947U CN217870947U CN202220931731.8U CN202220931731U CN217870947U CN 217870947 U CN217870947 U CN 217870947U CN 202220931731 U CN202220931731 U CN 202220931731U CN 217870947 U CN217870947 U CN 217870947U
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Abstract
The utility model relates to an antidetonation steel technical field discloses a novel antidetonation steel construction, including lower foundation column, first steel column, second steel column and last foundation column, the bottom fixedly connected with base of foundation column down, the first connecting block of the equal fixedly connected with in top periphery middle part of base, the equal fixedly connected with second connecting block in lower part in the periphery of first steel column, the periphery upper portion of lower foundation column, first steel column and second steel column all is provided with the draw-in groove. The utility model discloses well inside blotter that all is provided with of slot, when seismic fluctuation energy passes through the blotter transmission, by progressively weakening, effectively reduce the impact energy transmission, connecting rod and first enhancement platform purpose just are that outside supplementary firm base, lower foundation column and first steel column are difficult for rocking, and this antidetonation steel construction main part is connected with the slot block through inserting the post between the corresponding steel construction, and this kind of connection method assembles fast, convenient transportation when saving time.
Description
Technical Field
The utility model relates to an antidetonation steel technical field especially relates to a novel antidetonation steel construction.
Background
The steel structure is a structure composed of steel materials, is one of main building structure types, and mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and adopts rust removal and prevention processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like, all members or parts are usually connected by welding lines, bolts or rivets, and the steel structure is mainly an earthquake-resistant steel structure in the construction because of light dead weight and simple construction and is widely applied to the fields of large-scale factory buildings, venues, super high-rise buildings and the like.
Chinese patent document CN214784725U discloses an anti-seismic steel structure, which relates to the technical field of anti-seismic steel, and comprises a base and an upright post welded at the center of the top of the base, wherein a supporting bottom plate is welded at the top end of the upright post, a cylindrical table is welded at the center of the top of the supporting bottom plate, a supporting top plate is arranged at the top of the cylindrical table, a rubber block is arranged in the cylindrical table through a cylindrical groove, the top surface of the rubber block is higher than that of the cylindrical table, and the top surface of the rubber block is abutted against the bottom surface of the supporting top plate; the utility model discloses, through set up the cylindricality platform between supporting roof and supporting baseplate, and install the top surface and the rubber piece that the supporting roof bottom surface offsets in it, and supporting corner fixed mounting respectively has air spring between supporting baseplate and supporting roof, thereby the rubber piece can cooperate air spring to improve to the supporting roof, and place the antidetonation cushioning effect of crossbeam on it, make whole activity board house reach absorbing effect, and then provide a comparatively safe living environment for the crowd of catching a disaster, this antidetonation steel construction is through utilizing air spring and rubber piece cooperation supporting roof to alleviate the earthquake impact influence to a certain extent, nevertheless air spring itself damages easily, in case damage the monolithic connection department unstable, easily collapse, certain hidden danger has, secondly this steel structural installation is difficult, the transportation is inconvenient, especially, the transportation degree of difficulty increases in the transportation of antidetonation relief.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a novel anti-seismic steel structure.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a novel antidetonation steel construction, includes lower foundation column, first steel column, second steel column and goes up the foundation column, the bottom fixedly connected with base of foundation column down, the first connecting block of the equal fixedly connected with in top periphery middle part of base, the equal fixedly connected with second connecting block in lower part in the periphery of first steel column, the periphery upper portion of foundation column, first steel column and second steel column all is provided with the draw-in groove down, the top middle part of foundation column, first steel column and second steel column all is provided with the slot down, the equal block of slot is connected with inserts the post, the equal fixedly connected with in bottom middle part of going up foundation column, second steel column and first steel column inserts the post, the equal fixedly connected with fixture block in periphery of inserting the post, the equal block of fixture block is connected in the inside of restriction groove, the equal fixedly connected with in bottom periphery of going up foundation column, second steel column and first steel column connects the insert the block, connect the equal block of inserting the block and connect the inside at the draw-in groove.
As a further description of the above technical solution:
the periphery lower part fixedly connected with first reinforcing platform of foundation pillar down.
As a further description of the above technical solution:
and the first connecting block and the second connecting block are connected through a connecting rod.
As a further description of the above technical solution:
the inner wall of the slot is fixedly connected with cushion pads all around.
As a further description of the above technical solution:
the connecting plug block is connected with the lower foundation column, the first steel column and the second steel column through connecting bolts.
As a further description of the above technical solution:
the limiting grooves are all arranged on the periphery of the inner wall of the slot.
As a further description of the above technical solution:
the top end of the upper foundation column is fixedly connected with a top seat.
As a further description of the above technical solution:
and the upper part of the periphery of the upper foundation column is fixedly connected with a second reinforcing platform.
The utility model discloses following beneficial effect has:
1. the utility model discloses in, the inside blotter that all is provided with of slot of this antidetonation steel junction, seismic fluctuation energy is passed through when each partial steel construction transmission passes through the blotter, is progressively weakened for this whole steel construction upper portion is steady, effectively reduces the impact energy transmission, and the connecting rod of antidetonation steel and first enhancement platform purpose just are outside supplementary firm base, lower foundation column and first steel column at first of vibrations, are difficult for rocking.
2. The utility model discloses in, this antidetonation steel construction major structure comprises steel structures such as base, lower foundation column, first steel column, second steel column, last foundation column and footstock, all is connected through inserting the block between post and the slot between the corresponding steel construction, and this kind of connection method assembles fast, conveniently transports in the disaster area when saving time.
Drawings
Fig. 1 is a schematic perspective view of a novel earthquake-resistant steel structure provided by the utility model;
FIG. 2 is a connection diagram of a base in a novel anti-seismic steel structure provided by the utility model;
fig. 3 is a schematic view of a first steel column in a novel anti-seismic steel structure provided by the present invention;
fig. 4 is a schematic view of a second steel column in the novel anti-seismic steel structure provided by the present invention;
fig. 5 is a connection diagram of the footstock in the novel earthquake-proof steel structure provided by the utility model;
fig. 6 is the utility model provides a second steel post's elevation in novel antidetonation steel construction.
Illustration of the drawings:
1. a limiting groove; 2. a lower base pillar; 3. a base; 4. a first connection block; 5. a first reinforcing stage; 6. a card slot; 7. a cushion pad; 8. a slot; 9. a connecting rod; 10. connecting the plug blocks; 11. a second connecting block; 12. a first steel column; 13. a second steel column; 14. connecting a bolt; 15. a top seat; 16. inserting a column; 17. a clamping block; 18. a second reinforcement stage; 19. and (4) an upper base pillar.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless otherwise explicitly stated or limited, the terms "mounted," "connected," 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; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-6, the present invention provides an embodiment: a novel anti-seismic steel structure comprises a lower foundation column 2, a first steel column 12, a second steel column 13 and an upper foundation column 19, wherein the bottom end of the lower foundation column 2 is fixedly connected with a base 3, the middle part of the periphery of the top end of the base 3 is fixedly connected with a first connecting block 4, the middle lower part of the periphery of the first steel column 12 is fixedly connected with a second connecting block 11, the upper parts of the peripheries of the lower foundation column 2, the first steel column 12 and the second steel column 13 are respectively provided with a clamping groove 6, the middle parts of the top ends of the lower foundation column 2, the first steel column 12 and the second steel column 13 are respectively provided with a slot 8, the slots 8 are respectively connected with an inserted column 16 in a clamping way, this antidetonation steel construction major structure is by base 3, foundation pillar 2 down, first steel column 12, second steel column 13, go up steel construction such as foundation pillar 19 and footstock 15 and constitute, all be connected through inserting the block between post 16 and the slot 8 between the corresponding steel construction, this kind of connection method assembles fast, the convenience is transported in the disaster area when saving time, go up foundation pillar 19, the equal fixedly connected with in bottom middle part of second steel column 13 and first steel column 12 inserts post 16, the equal fixedly connected with fixture block 17 in periphery of inserting post 16, the equal block of fixture block 17 is connected in the inside of restriction groove 1, go up foundation pillar 19, the equal fixedly connected with in bottom periphery of second steel column 13 and first steel column 12 connects inserted block 10, connect the equal block of inserted block 10 and connect the inside at draw-in groove 6.
The first reinforcing platform 5 of periphery lower part fixedly connected with of foundation column 2 down, foundation column 2 and 3 junction non-deformable fracture of base under the protection, all be connected through connecting rod 9 between first connecting block 4 and the second connecting block 11, through the outside supplementary first steel column 12 stability of connecting rod 9, equal fixedly connected with blotter 7 all around of the inner wall of slot 8, blotter 7 weakens seismic wave energy transfer, connect inserted block 10 and foundation column 2 down, all connect through connecting bolt 14 between first steel column 12 and the second steel column 13, guarantee the external structure stability of antidetonation steel, restriction groove 1 all sets up around the inner wall of slot 8, go up the top fixedly connected with footstock 15 of foundation column 19, go up the periphery upper portion fixedly connected with second reinforcing platform 18 of foundation column 19.
The working principle is as follows: the main structure of the anti-seismic steel structure comprises a base 3, a lower foundation column 2, a first steel column 12, a second steel column 13, an upper foundation column 19, a top seat 15 and other steel structures, the corresponding steel structures are connected through clamping between an insertion column 16 and a slot 8, the connection method is quick in assembly, time is saved while transportation in a disaster area is facilitated, the slot 8 is internally provided with a buffer 7, when seismic fluctuation energy is transmitted through the buffer 7 through each part of the steel structure, the shock is gradually weakened, the upper part of the whole steel structure is stable, the influence of seismic impact force is effectively reduced, meanwhile, the base 3 is guaranteed, the lower foundation column 2, the first steel column 12, the second steel column 13, the stability of connection between the upper foundation column 19 and the top seat 15 is guaranteed, the connection between the insertion block 10 and the anti-seismic structure is stable through an outer peripheral clamping groove 6, the connection plug 10 and a connection bolt 14, the connection limiting groove 1 guarantees that the insertion column 16 is connected with the anti-seismic structure to achieve stable external connection, the connection between the connection column 16 and the slot 8 is guaranteed through a clamping block 17 and a clamping limiting groove 1, the connection rod 9 and the first reinforcing platform 5 at the bottom of the anti-seismic steel structure are just that the base is at the outer auxiliary base at the beginning of vibration, the base 3, the outer part of the base 2 and the near-seismic steel column 2 are not easy to strengthen the ground, and the effect of the base 2, and the base 2, and the effect of the base are not easy to strengthen the base, and the base are not easy to strengthen the base, and strengthen the base.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions on some technical features, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of the present invention.
Claims (8)
1. The utility model provides a novel antidetonation steel construction, includes foundation pillar (2), first steel column (12), second steel column (13) and last foundation pillar (19) down, its characterized in that: the steel column limiting device is characterized in that a base (3) is fixedly connected to the bottom end of a lower base column (2), a first connecting block (4) is fixedly connected to the middle of the periphery of the top end of the base (3), a second connecting block (11) is fixedly connected to the middle of the periphery of a first steel column (12), a clamping groove (6) is formed in the upper portion of the periphery of the lower base column (2), the first steel column (12) and the second steel column (13), a slot (8) is formed in the middle of the top end of the lower base column (2), the first steel column (12) and the second steel column (13), an inserted column (16) is connected to the slot (8) in an all-clamping mode, an inserted column (16) is fixedly connected to the middle of the bottom end of an upper base column (19), the second steel column (13) and the first steel column (12), an inserted column (16) is fixedly connected to the periphery of the inserted column (17), an inserted block (17) is connected to the inside of the limiting groove (1) in an all-clamping mode, and clamping grooves (6) are connected to the periphery of the bottom end of the upper base column (19), the second steel column (13) and the first steel column (12).
2. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the periphery lower part of lower pillar (2) is fixedly connected with first reinforcing platform (5).
3. A novel earthquake-resistant steel structure, according to claim 1, characterised in that: the first connecting block (4) is connected with the second connecting block (11) through a connecting rod (9).
4. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the periphery of the inner wall of the slot (8) is fixedly connected with a cushion pad (7).
5. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the connecting plug block (10) is connected with the lower foundation column (2), the first steel column (12) and the second steel column (13) through connecting bolts (14).
6. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the limiting grooves (1) are all arranged on the periphery of the inner wall of the slot (8).
7. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the top end of the upper base column (19) is fixedly connected with a top seat (15).
8. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the upper part of the periphery of the upper foundation column (19) is fixedly connected with a second reinforcing platform (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220931731.8U CN217870947U (en) | 2022-04-21 | 2022-04-21 | Novel antidetonation steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220931731.8U CN217870947U (en) | 2022-04-21 | 2022-04-21 | Novel antidetonation steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217870947U true CN217870947U (en) | 2022-11-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220931731.8U Active CN217870947U (en) | 2022-04-21 | 2022-04-21 | Novel antidetonation steel construction |
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| Country | Link |
|---|---|
| CN (1) | CN217870947U (en) |
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- 2022-04-21 CN CN202220931731.8U patent/CN217870947U/en active Active
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