CN212295339U - Assembled steel construction dysmorphism post - Google Patents
Assembled steel construction dysmorphism post Download PDFInfo
- Publication number
- CN212295339U CN212295339U CN202020421238.2U CN202020421238U CN212295339U CN 212295339 U CN212295339 U CN 212295339U CN 202020421238 U CN202020421238 U CN 202020421238U CN 212295339 U CN212295339 U CN 212295339U
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- China
- Prior art keywords
- shaped steel
- steel
- shaped
- screw rod
- post
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- Expired - Fee Related
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Abstract
The utility model discloses an assembled steel construction dysmorphism post, including the butt joint hole that sets up in two backup pads and the backup pad that correspond the setting, backup pad central point puts and has installed the bearing post, and the outside annular of bearing post all is equipped with the shaped steel groove, and the shaped steel inslot all inserts and is equipped with H shaped steel, and the shaped steel inslot has the screw rod along vertical equipartition. Because nut locking screw, and the outer wall of the inner wall sliding contact H shaped steel of shaped steel groove, can stabilize H shaped steel in shaped steel inslot, the outrigger through the H shaped steel of four sides, make this kind of dysmorphism post have good power support nature to the granary subject framework on granary cushion cap and the cushion cap, when needing to change the H shaped steel on this kind of dysmorphism post of a certain side, go out the nut from the screw rod with box spanner, outside pulling H shaped steel, can be with H shaped steel by pull out the shaped steel groove, then insert the screw rod that the hole pair of wearing out on the new H shaped steel corresponds the shaped steel inslot, reuse nut locking screw one by one.
Description
Technical Field
The utility model belongs to the technical field of assembled steel construction building, concretely relates to assembled steel construction dysmorphism post.
Background
In recent years, with the background of the reform of the national supply side, steel enterprises are increasing the variety steel proportion, and residential buildings with assembled steel structures are rapidly developed.
A steel structure granary bearing platform mainly receives a granary main body framework, a bearing platform framework is welded by adopting sectional materials and is fixed by welding through an iron plate pavement, special-shaped columns are respectively arranged at each side position of the outer edge of the bottom of the bearing platform and used for supporting the bearing platform on the ground, in order to achieve good supporting force, four vertically arranged H-shaped steels are selected as force bearing units, the upper end and the lower end of each H-shaped steel are respectively welded and connected with a supporting plate, butt joint holes are formed in four sides of the supporting plate and used for inserting corresponding pre-embedded screw rods on a concrete bearing column, the butt joint holes in the supporting plate on the upper side are used for inserting corresponding screw rods on the bottom of the bearing platform, the screw rods can be locked by nuts, the position of the special-shaped columns can be stabilized, and due to the characteristic of strong force bearing of the H-shaped steels and the distribution of the four sides, the defects are as follows: use for a long time, H shaped steel easily receives water and air action and is corroded, the H shaped steel of some side positions of dysmorphism post is difficult to reach good power supporting effect, need change, during the change, adopt the cushion cap of this side position of jack-up, a weight for accepting sharing of dysmorphism post, because H shaped steel adopts welding mode and backup pad to be connected, cut H shaped steel from the backup pad through the hacksaw more, and grind with the angle grinder and cut the arch of detaining, then just can put into between the backup pad with new H shaped steel, weld once more integratively, it is convenient inadequately.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled steel construction dysmorphism post to the change H shaped steel that exists among the solution prior art is convenient problem inadequately.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an assembled steel construction dysmorphism post, is including the butt joint hole that sets up in two backup pads that correspond the setting and the backup pad, backup pad central point puts and has installed the socket post, the outside annular of socket post all is equipped with the shaped steel groove, the shaped steel inslot all is inserted and is equipped with H shaped steel, the shaped steel inslot has the screw rod along vertical equipartition, the position that on the H shaped steel, correspond each screw rod is equipped with and wears to portal, the screw rod is worn to wear to portal and is locked through the nut.
Preferably, the receiving column is of a square column structure.
Preferably, the height of the receiving column is not less than one fourth of the height of the H-shaped steel.
Preferably, the profiled bar groove is positioned at the corner of each bearing column.
Compared with the prior art, the beneficial effects of the utility model are that:
first, because nut locking screw, and the outer wall of the inner wall sliding contact H shaped steel in shaped steel groove can stabilize H shaped steel at shaped steel inslot, through the outrigger of the H shaped steel of four sides for this kind of dysmorphism post has good power support nature to granary main body framework on granary cushion cap and the cushion cap.
Second, when the H shaped steel on this kind of dysmorphism post of a certain side needs to be changed, with box spanner spin out the nut from the screw rod, to the outside pulling H shaped steel, can be with H shaped steel by pull out the shaped steel groove, then with wearing out the screw rod that the pore pair shaped steel inslot corresponds in wearing out on the new H shaped steel and inserting, reuse nut locking screw one by one has solved and has changed the not convenient enough problem of H shaped steel among the prior art.
Drawings
Fig. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic cross-sectional view taken along the line A-A of the present invention;
fig. 3 is a schematic top view of the present invention.
In the figure: the support plate 1, the bearing column 2, the steel groove 3, the steel section 4H, the screw rod 5, the through hole 6, the nut 7 and the butt joint hole 101.
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.
Referring to fig. 1, 2 and 3, an assembled steel structure special-shaped column includes two corresponding supporting plates 1 and four butt-joint holes 101 formed on the supporting plates 1, the butt-joint hole 101 on the lower supporting plate 1 is used for inserting a corresponding pre-embedded screw rod on a concrete receiving column, the butt-joint hole 101 on the upper supporting plate 1 is used for inserting a corresponding screw rod arranged at the bottom of a bearing platform, a nut can be used for locking the screw rod, the position of the special-shaped column can be stabilized, the receiving column 2 is installed at the center of the supporting plate 1, the supporting plate 1 and the receiving column 2 are integrated by casting, the receiving column 2 is a square column structure, the cross section of the receiving column 2 is square, the outer ring of the receiving column 2 is provided with a steel groove 3, the steel groove 3 is positioned at the edge of each receiving column 2, H-shaped steel 4 is inserted in the steel groove 3, the upper and lower ends of the H-shaped steel 4 are in sliding contact with the upper, the inner wall sliding contact of shaped steel groove 3H shaped steel 4's outer wall, the H shaped steel 4 height that highly is the quarter of accepting post 2, and two accepting posts 2 have good interior support nature to four H shaped steel 4.
Referring to fig. 1 and 2, the inner wall middle side of the steel channel 3 is uniformly welded with four screw rods 5 along the vertical direction, the positions of the H-shaped steel 4 corresponding to the screw rods 5 are provided with through holes 6, the through holes 6 are of circular hole structures, the screw rods 5 penetrate through the through holes 6 and are locked through nuts 7, and the H-shaped steel 4 can be stabilized in the steel channel 3 by locking the screw rods 5 through the nuts 7.
Because the screw 5 is locked by the nut 7, and the inner wall of the steel channel 3 is in sliding contact with the outer wall of the H-shaped steel 4, the H-shaped steel 4 can be stabilized in the steel channel 3, the butt joint hole 101 on the supporting plate 1 at the lower side is inserted into the corresponding pre-embedded screw on the concrete receiving column, the butt joint hole 101 on the supporting plate 1 at the upper side is inserted into the screw correspondingly arranged at the bottom of the bearing platform, and the screw is locked by the nut, so that the special-shaped column has good force support for the grain bin bearing platform and the grain bin main body framework on the bearing platform through the stable support of the H-shaped steel 4 at the four sides, when the H-shaped steel 4 on a special-shaped column at a certain side needs to be replaced, the bearing platform at the side is jacked up by the jack, then the nut 7 is unscrewed out from the screw 5 by a socket wrench, the H-shaped steel 4 is pulled outwards, the H-shaped steel 4 can be pulled out of the steel channel 3, and then, and then the screw rods 5 are locked one by nuts 7, so that the H-shaped steel 4 on the special-shaped column is more convenient to replace.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides an assembled steel construction dysmorphism post, includes butt joint hole (101) that set up on two backup pads (1) and backup pad (1) that correspond the setting, its characterized in that: backup pad (1) central point puts and has installed socket post (2), the outside annular of socket post (2) all is equipped with shaped steel groove (3), all insert in shaped steel groove (3) and be equipped with H shaped steel (4), there are screw rod (5) along vertical equipartition in shaped steel groove (3), the position that upper and lower corresponding each screw rod (5) of H shaped steel (4) is equipped with and wears to leave hole (6), screw rod (5) are worn to wear to leave hole (6) and are locked through nut (7).
2. An assembled steel structure shaped column as claimed in claim 1, characterized in that: the bearing column (2) is of a square column structure.
3. An assembled steel structure shaped column as claimed in claim 2, characterized in that: the height of the bearing column (2) is not less than one fourth of the height of the H-shaped steel (4).
4. An assembled steel structure shaped column as claimed in claim 1, characterized in that: the section steel groove (3) is positioned at the corner of each bearing column (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020421238.2U CN212295339U (en) | 2020-03-28 | 2020-03-28 | Assembled steel construction dysmorphism post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020421238.2U CN212295339U (en) | 2020-03-28 | 2020-03-28 | Assembled steel construction dysmorphism post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212295339U true CN212295339U (en) | 2021-01-05 |
Family
ID=73960012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020421238.2U Expired - Fee Related CN212295339U (en) | 2020-03-28 | 2020-03-28 | Assembled steel construction dysmorphism post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212295339U (en) |
-
2020
- 2020-03-28 CN CN202020421238.2U patent/CN212295339U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210105 |