CN210263378U - Antidetonation steel structure support that industrial factory building was used - Google Patents
Antidetonation steel structure support that industrial factory building was used Download PDFInfo
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- CN210263378U CN210263378U CN201921032689.0U CN201921032689U CN210263378U CN 210263378 U CN210263378 U CN 210263378U CN 201921032689 U CN201921032689 U CN 201921032689U CN 210263378 U CN210263378 U CN 210263378U
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Abstract
The utility model relates to an anti-seismic steel structure bracket for an industrial factory building, which comprises a steel column and steel beams respectively fixed on two sides of the steel column, wherein the side wall close to the top of the steel column is provided with a first mounting groove, and the end parts of the two steel beams are inserted in the first mounting groove; the top of the steel column is provided with two second mounting grooves, the bottoms of the two second mounting grooves penetrate through the first mounting groove, and the side walls of the end parts of the two steel beams are provided with mounting holes matched with the second mounting grooves; the steel column is provided with the connecting portion of wearing to locate first mounting groove, second mounting groove, mounting hole simultaneously, is provided with the joint structure between connecting portion and the second mounting groove. When fixed girder steel, the tip of girder steel passes through first mounting groove and insert and connect in first mounting groove, and the mounting hole of girder steel is relative with the second mounting groove. Connecting portion pass first mounting groove, second mounting groove and mounting hole and through the joint structure be fixed in first mounting groove in, the girder steel is more stable with steel column connection, improves the girder steel and the steel column be connected shock resistance.
Description
Technical Field
The utility model belongs to the technical field of the technique of industrial factory building construction and specifically relates to an antidetonation steel structure support that industrial factory building was used is related to.
Background
The industrial factory building refers to various houses which are directly used for production or matched for production, including workshops, auxiliary rooms and auxiliary facility rooms. In the construction of industrial factory buildings, the steel structure industrial factory buildings are widely applied, and the steel structure industrial factory buildings are light in building quality, high in strength, large in span, short in construction period of the steel structure buildings and high in fireproof performance.
Among the prior art, including steel column, girder steel, steel roof truss, generally connect on the steel column at the girder steel, the tip of girder steel passes through bolted connection on the lateral wall at steel column top. When the girder steel is installed, the staff need wear to locate on steel column and the girder steel with a plurality of bolts to carry out the fixed of girder steel through the nut. Therefore, the steel beam and the steel column are connected in the mode, the steel beam and the steel column are troublesome to install, the nut is easy to loosen when the steel beam and the steel column are vibrated, and the connection between the steel beam and the steel column is unstable, so that the connection between the steel beam and the steel column is poor in anti-seismic capacity.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an antidetonation steel structure support that industry factory building was used.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
an anti-seismic steel structure support for an industrial factory building comprises a steel column and steel beams which are respectively fixed on two sides of the steel column, wherein a first mounting groove which penetrates through two sides of the steel column is formed in the side wall close to the top of the steel column, and the end parts of the two steel beams are inserted into the first mounting groove; second mounting grooves are vertically formed in two sides of the top of the steel column, the bottoms of the two second mounting grooves penetrate through the first mounting groove and extend to the lower side of the first mounting groove, and mounting holes matched with the second mounting grooves are formed in the side walls of the end portions of the two steel beams; the top of steel column is provided with and wears to locate first mounting groove, second mounting groove, mounting hole simultaneously and carry out the connecting portion fixed to two girder steels, connecting portion with be provided with the joint structure between the second mounting groove.
Through adopting above-mentioned scheme, when fixed girder steel, the tip of girder steel passes through first mounting groove and insert and connect in first mounting groove, and the mounting hole of girder steel is relative with the second mounting groove. Connecting portion pass first mounting groove, second mounting groove and mounting hole, and connecting portion are fixed in first mounting groove through the joint structure in to be fixed in first mounting groove with the girder steel. By the mode, the steel beam and the steel column are stably connected, and the connection shock resistance of the steel beam and the steel column is strong; simultaneously, connecting portion connect simultaneously on two girder steels to further strengthen being connected of girder steel and steel column, and two girder steels are connected conveniently.
As preferred, connecting portion are including right respectively the girder steel is fixed and wears to locate two connecting rods of first mounting groove, second mounting groove, mounting hole, the joint structure is including running through the fixed orifices of connecting rod both sides, wear to locate the spring in the fixed orifices, be fixed in the part at spring both ends is located the fixture block of fixed orifices, sets up the draw-in groove that second mounting groove lateral wall just supplied the fixture block to peg graft.
By adopting the scheme, the connecting rod passes through the first mounting groove, the second mounting groove and the mounting hole, and the clamping block on the side wall of the connecting rod is clamped in the clamping groove, so that the steel beam is fixed in the first mounting groove and is stably connected; however, when the connecting rod is installed, the clamping block can be hidden in the fixing hole and inserted into the clamping groove through the elasticity of the spring, so that the connecting rod is convenient to connect.
Preferably, a limiting block is fixed on the inner wall of the end part of the fixing hole, a limiting groove arranged in parallel with the fixing hole is formed in the clamping block, and the limiting block is connected with the limiting groove in a sliding mode.
Through adopting above-mentioned scheme, through the setting of stopper, spacing groove, the fixture block removes along the direction of fixed orifices, and the stopper can not break away from the spacing groove, makes things convenient for the fixed of connecting rod.
Preferably, a guide inclined plane is formed in the clamping block, and the guide inclined plane is connected between one side, far away from the connecting rod, of the clamping block and the side wall, close to the second mounting groove, of the clamping block.
Through adopting above-mentioned scheme, the inclined plane has the effect to the fixture block direction, makes things convenient for the fixture block to be extruded in the fixed orifices, makes things convenient for being connected of fixture block and draw-in groove.
Preferably, a clamping structure is arranged between the two sides of the connecting rod, which are far away from the clamping block, and the second mounting groove.
Through adopting above-mentioned scheme, four sides of connecting rod all have and all be provided with the fixture block, and the fixture block all around the connecting rod is pegged graft in the draw-in groove of second mounting groove, makes the connecting rod firmly be fixed in the second mounting groove.
Preferably, the connecting portion further comprises a connecting plate abutted to the top of the steel column, and the two connecting rods are vertically fixed to the lower side of the connecting plate.
Through adopting above-mentioned scheme, through the setting of connecting plate to make two connecting rods be connected through the connecting plate, and then make two girder steels be connected through two connecting rods and connecting plate, improve the connection of two girder steels.
Preferably, a threaded rod penetrating through the connecting plate is vertically welded at the top of the steel column, and a fixing nut for fixing the connecting plate is arranged on the threaded rod.
Through adopting above-mentioned scheme, through threaded rod, fixation nut's setting, be that the connecting plate is fixed in on the steel column, and then make the connection of connecting rod more stable, further improve the connection of girder steel.
Preferably, a supporting plate which is abutted against the lower side of the steel beam is horizontally fixed on the side wall close to the top of the steel column, and a reinforcing rib is arranged between the lower side of the supporting plate and the steel column.
Through adopting above-mentioned scheme, through the setting of backup pad, strengthening rib, improve the stability of girder steel, and make things convenient for the connection of girder steel.
To sum up, the utility model discloses a beneficial technological effect does:
1. when fixed girder steel, the tip of girder steel passes through first mounting groove and insert and connect in first mounting groove, and the mounting hole of girder steel is relative with the second mounting groove. Connecting portion pass first mounting groove, second mounting groove and mounting hole, and connecting portion are fixed in first mounting groove through the joint structure in to be fixed in first mounting groove with the girder steel. Through this kind of mode, girder steel and steel column connection are stable, and the girder steel is strong with the connection shock resistance of steel column.
2. The connecting part is connected to the two steel beams simultaneously, so that the connection between the steel beams and the steel columns is further strengthened.
3. Through the mode, two girder steels are convenient to connect.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic diagram of the explosion structure of the present invention;
fig. 3 is a vertical cross-sectional view of the present invention;
fig. 4 is an enlarged schematic view of a portion a in fig. 3.
In the figure: 1. a steel column; 11. a first mounting groove; 12. A second mounting groove; 13. a threaded rod 14, a fixing nut; 15. a support plate; 151. reinforcing ribs; 2. a steel beam; 21. mounting holes; 3. a connecting portion; 31. a connecting plate; 32. a connecting rod; 4. a clamping structure; 41. a fixing hole; 411. a limiting block; 42. a spring; 43. a clamping block; 431. a guide slope; 432. a limiting groove; 44. a clamping groove.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, for the utility model discloses an antidetonation steel structure support that industry factory building was used, including vertical fixed steel column 1, be close to the lateral wall at 1 top of steel column and go up the level and offer the first mounting groove 11 of "worker" style of calligraphy, first mounting groove 11 communicates with each other with the both sides of steel column 1. The equal level in both sides at 1 top of steel column is fixed with girder steel 2 of "worker" style of calligraphy, and the tip of girder steel 2 is pegged graft in first mounting groove 11 and is fixed in first mounting groove 11 through the opening of first mounting groove 11 in, the tip looks butt of two girder steels 2 to two girder steels 2 set up about 1 symmetry of steel column, simultaneously, the top of steel column 1 is provided with connecting portion 3 that is used for fixed two girder steels 2.
Referring to fig. 2, two second installation grooves 12 are formed at the top of the steel column 1 at intervals, the horizontal section of the first installation groove 11 is square, and the second installation groove 12 vertically penetrates through the first installation groove 11 and extends to the lower side of the first installation groove 11; meanwhile, the side walls of the two steel beams 2 close to the end parts are vertically provided with a mounting hole 21, the mounting hole 21 is communicated with the lower side of the steel beam 2, and the horizontal section of the second mounting groove 12 is the same as that of the mounting hole 21. When the tip of girder steel 2 is fixed in first mounting groove 11, the axis coincidence of mounting hole 21 and second mounting groove 12, the mounting hole 21 of a girder steel 2 is corresponded to a second mounting groove 12.
The connecting part 3 comprises a connecting plate 31 and two connecting rods 32, the connecting plate 31 is horizontally arranged at the top of the steel column 1, the lower surface of the connecting plate 31 is abutted against the top of the steel column 1, the two connecting rods 32 are vertically welded on the lower side surface of the connecting plate 31, and the two connecting rods 32 are positioned on the same horizontal plane of the lower surface of the connecting plate 31; simultaneously, two connecting rods 32 alternate respectively and connect in pegging graft in corresponding second mounting groove 12, and the bottom of connecting rod 32 passes the mounting hole 21 of girder steel 2 and extends to the bottom of second mounting groove 12, and connecting rod 32 is fixed in first mounting groove 11 with the tip of girder steel 2 this moment.
Referring to fig. 2, 3 and 4, a clamping structure 4 is arranged between the bottom of the connecting rod 32 and the side wall of the bottom of the second mounting groove 12, the clamping structure 4 includes a fixing hole 41, a spring 42, two clamping blocks 43 and two clamping grooves 44, the fixing hole 41 is horizontally opened on the side wall close to the bottom of the connecting rod 32, the fixing hole 41 is communicated with the two side walls of the connecting rod 32, the spring 42 is horizontally and fixedly inserted into the fixing hole 41, and the end of the spring 42 is located in the fixing hole 41 and close to the opening of the fixing hole 41. The two clamping blocks 43 are respectively welded at the end part of the spring 42, one part of the clamping block 43 is positioned in the fixing hole 41, and the other part of the clamping block 43 extends to the outer side of the fixing hole 41; meanwhile, the two clamping grooves 44 are respectively formed on two side walls close to the bottom of the second mounting groove 12, and the spring 42 provides the outward elastic force to the clamping block 43, so that the clamping blocks 43 are respectively embedded in the clamping grooves 44, and the steel beam 2 is located on the upper side of the clamping block 43. Through the connection of the clamping block 43 and the clamping groove 44, the connecting rod 32 is further fixed in the second mounting groove 12, so that the connection between the steel beam 2 and the steel column 1 is more stable.
In order to further fix the connecting rod 32, two clamping structures 4 are arranged on the side wall close to the bottom of the connecting rod 32 and between the side wall and the second mounting groove 12, and the two clamping structures 4 are vertically arranged. Therefore, the four latch blocks 43 of the two latching structures 4 are respectively located on the four sides of the connecting rod 32 and are latched with the latch slots 44 on the four sides of the second mounting groove 12, so that the periphery of the bottom of the connecting rod 32 is firmly connected with the second mounting groove 12.
The spring 42 is in a compressed state, in order to prevent the fixture block 43 from being pushed away from the fixing hole 41 by the spring 42, the limiting block 411 is fixed in the opening of the fixing hole 41, a strip-shaped limiting groove 432 is formed in one side of the fixture block 43 close to the limiting block 411, the limiting groove 432 is parallel to the fixing hole 41, and the limiting block 411 is embedded in the limiting groove 432 and is in sliding connection with the limiting groove 432. When the connecting rod 32 is installed, the catching block 43 slides in the fixing hole 41 in the direction of the catching groove 432 and catches the catching block 43.
A guide slope 431 is provided at a side of the latch 43 away from the spring 42, and the guide slope 431 is connected between the side of the latch 43 away from the spring 42 and a lower surface of the latch 43.
Four threaded rods 13 are vertically welded to the top of the steel column 1, the threaded rods 13 penetrate through the connecting plate 31 and extend to the upper side of the connecting plate 31, fixing nuts 14 are connected to the threaded rods 13 in a threaded mode, and the connecting plate 31 is fixed through the fixing nuts 14.
Referring to fig. 2, the supporting plates 15 are horizontally welded on two sides of the steel column 1, the upper surface of each supporting plate 15 is flush with the lower surface of the corresponding first mounting groove 11, and the lower side of the steel beam 2 is abutted to the corresponding supporting plate 15.
Be connected with strengthening rib 151 between the lower surface of backup pad 15 and the lateral wall of steel column 1, the vertical setting of strengthening rib 151, the upside of strengthening rib 151 and the lower surface welded connection of backup pad 15, on the vertical one side welding steel column 1's of strengthening rib 151 lateral wall.
The implementation principle of the embodiment is as follows: when the steel beams 2 are fixed, the end parts of the two steel beams 2 are inserted into the first mounting groove 11 through the opening of the first mounting groove 11, the two connecting rods 32 of the connecting part 3 are inserted into the second mounting groove 12 and are fixed in the second mounting groove 12 through the clamping structure 4, and the connecting rods 32 penetrate through the mounting holes 21 of the steel beams 2, so that the steel beams 2 are fixed on the steel columns 1; meanwhile, the connecting plate 31 is further fixed to the steel column 1 by the threaded rod 13, thereby further fixing the connecting rod 32 and thus fixing the steel beam 2.
The embodiment of this embodiment is the utility model discloses a better, good embodiment is not according to this restriction the utility model discloses a protection scope, the event: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides an antidetonation steel structure support that industry factory building was used, includes steel column (1) and is fixed in girder steel (2) of steel column (1) both sides respectively, its characterized in that: a first mounting groove (11) penetrating through two sides of the steel column (1) is formed in the side wall close to the top of the steel column (1), and the end parts of the two steel beams (2) are inserted into the first mounting groove (11); second mounting grooves (12) are vertically formed in both sides of the top of the steel column (1), the bottoms of the second mounting grooves (12) penetrate through the first mounting groove (11) and extend to the lower side of the first mounting groove (11), and mounting holes (21) matched with the second mounting grooves (12) are formed in the side walls of the end portions of the two steel beams (2); the steel column is characterized in that the top of the steel column (1) is provided with a connecting portion (3) which penetrates through a first mounting groove (11), a second mounting groove (12) and a mounting hole (21) and fixes the two steel beams (2), and a clamping structure (4) is arranged between the connecting portion (3) and the second mounting groove (12).
2. The anti-seismic steel structure support for the industrial plant according to claim 1, which is characterized in that: connecting portion (3) are including right respectively girder steel (2) are fixed and are worn to locate two connecting rods (32) of first mounting groove (11), second mounting groove (12), mounting hole (21), joint structure (4) are including running through fixed orifices (41) of connecting rod (32) both sides, wear to locate spring (42) in fixed orifices (41), be fixed in fixture block (43) that the part at spring (42) both ends is located fixed orifices (41), set up in second mounting groove (12) lateral wall and supply draw-in groove (44) that fixture block (43) were pegged graft.
3. The anti-seismic steel structure support for the industrial plant according to claim 2, wherein: a limiting block (411) is fixed on the inner wall of the end portion of the fixing hole (41), a limiting groove (432) which is parallel to the fixing hole (41) is formed in the limiting block (43), and the limiting block (411) is in sliding connection with the limiting groove (432).
4. The anti-seismic steel structure support for the industrial plant according to claim 3, wherein: the fixture block (43) is provided with a guide inclined surface (431), and the guide inclined surface (431) is connected between one side of the fixture block (43) far away from the connecting rod (32) and the side wall of the fixture block (43) close to the second mounting groove (12).
5. The anti-seismic steel structure support for the industrial plant according to claim 4, wherein: the connecting rod (32) is far away from the two sides of the clamping block (43) and a clamping structure (4) is also arranged between the second mounting grooves (12).
6. The anti-seismic steel structure support for the industrial plant according to claim 2, wherein: the connecting portion (3) further comprises a connecting plate (31) which is abutted to the top of the steel column (1), and the two connecting rods (32) are vertically fixed to the lower side of the connecting plate (31).
7. The anti-seismic steel structure support for the industrial plant according to claim 6, wherein: the steel column is characterized in that a threaded rod (13) penetrating through the connecting plate (31) is vertically welded to the top of the steel column (1), and a fixing nut (14) used for fixing the connecting plate (31) is arranged on the threaded rod (13).
8. The anti-seismic steel structure support for the industrial plant according to claim 5, wherein: and a supporting plate (15) which is abutted against the lower side of the steel beam (2) is horizontally fixed on the side wall close to the top of the steel column (1), and a reinforcing rib (33) is arranged between the lower side of the supporting plate (15) and the steel column (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921032689.0U CN210263378U (en) | 2019-07-03 | 2019-07-03 | Antidetonation steel structure support that industrial factory building was used |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921032689.0U CN210263378U (en) | 2019-07-03 | 2019-07-03 | Antidetonation steel structure support that industrial factory building was used |
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| CN210263378U true CN210263378U (en) | 2020-04-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921032689.0U Active CN210263378U (en) | 2019-07-03 | 2019-07-03 | Antidetonation steel structure support that industrial factory building was used |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN111502003A (en) * | 2020-05-18 | 2020-08-07 | 福建省永富建设集团有限公司 | Steel structure beam column |
| CN111519772A (en) * | 2020-04-26 | 2020-08-11 | 江苏科技大学 | Light steel structure with joggled connection nodes |
| CN111719912A (en) * | 2020-06-05 | 2020-09-29 | 福建金启点实业有限公司 | Steel construction factory building |
| CN111827479A (en) * | 2020-07-26 | 2020-10-27 | 谢国刚 | High-altitude connected steel structure |
| CN112302175A (en) * | 2020-10-30 | 2021-02-02 | 梁国莉 | Beam column connecting structure for high-rise building steel reinforced concrete composite structure |
| CN113003407A (en) * | 2021-03-06 | 2021-06-22 | 河南华北水利水电勘察设计有限公司 | Large-tonnage crane factory building steel structure |
| CN113374078A (en) * | 2021-06-24 | 2021-09-10 | 中诚惠容实业集团有限公司 | Fire prevention heat preservation safety type steel structure support |
-
2019
- 2019-07-03 CN CN201921032689.0U patent/CN210263378U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519772A (en) * | 2020-04-26 | 2020-08-11 | 江苏科技大学 | Light steel structure with joggled connection nodes |
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN111502003A (en) * | 2020-05-18 | 2020-08-07 | 福建省永富建设集团有限公司 | Steel structure beam column |
| CN111719912A (en) * | 2020-06-05 | 2020-09-29 | 福建金启点实业有限公司 | Steel construction factory building |
| CN111827479A (en) * | 2020-07-26 | 2020-10-27 | 谢国刚 | High-altitude connected steel structure |
| CN112302175A (en) * | 2020-10-30 | 2021-02-02 | 梁国莉 | Beam column connecting structure for high-rise building steel reinforced concrete composite structure |
| CN113003407A (en) * | 2021-03-06 | 2021-06-22 | 河南华北水利水电勘察设计有限公司 | Large-tonnage crane factory building steel structure |
| CN113003407B (en) * | 2021-03-06 | 2022-08-26 | 河南华北水利水电勘察设计有限公司 | Large-tonnage crane factory building steel construction |
| CN113374078A (en) * | 2021-06-24 | 2021-09-10 | 中诚惠容实业集团有限公司 | Fire prevention heat preservation safety type steel structure support |
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Address after: 518000 710, block a, Huafeng Internet Creative Park, 107 Gonghe Industrial Road, Gongle community, Xixiang street, Bao'an District, Shenzhen, Guangdong Province Patentee after: Shenzhen xingzhongheng Construction Engineering Co.,Ltd. Address before: 518000 AFP Internet plus Creative Park A 330, Baoan District Xixiang street, Shenzhen, Guangdong, China, 330 Patentee before: Shenzhen xingzhongheng Construction Engineering Co.,Ltd. |