CN214329278U - Steel structure beam column connecting and assembling structure - Google Patents
Steel structure beam column connecting and assembling structure Download PDFInfo
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- CN214329278U CN214329278U CN202120512542.2U CN202120512542U CN214329278U CN 214329278 U CN214329278 U CN 214329278U CN 202120512542 U CN202120512542 U CN 202120512542U CN 214329278 U CN214329278 U CN 214329278U
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Abstract
The utility model belongs to the technical field of connection structure and specifically relates to a steel construction beam column connection assembly structure is related to, including being used for installing the end plate at girder steel both ends department and being used for with steel column connection's support piece, end plate and steel column fixed connection, end plate and steel column connection, support piece butt in the below of end plate, support piece and steel column connection. At the in-process of connecting steel column and girder steel, at first install a plurality of steel columns, then use the hoist to hoist the girder steel and put between two adjacent steel columns, the girder steel is located the support piece top this moment, adjust the girder steel again and place in the support piece top to the end plate, and take off the girder steel from the hoist, the girder steel can be fixed to the steel column relatively at last, support piece on the steel column this moment can support the girder steel, thereby make the girder steel position comparatively stable, and the position that need not external force to control the girder steel is stable, the purpose of making things convenient for being connected of girder steel and steel column has been reached.
Description
Technical Field
The application relates to the field of connecting structures, in particular to a steel structure beam column connecting and assembling structure.
Background
The steel structure is a structure formed by steel materials and is one of main building structure types, the steel structure mainly comprises steel beams, steel columns, steel trusses and other members which are made of profile steel, steel plates and the like, and one tool used when the steel beams and the steel columns in the steel structure are connected is a beam-column connecting and assembling structure.
Referring to fig. 1, beam-column connection assembly structure is including end plate 3 and the fixing bolt 31 that is used for connecting girder steel 1 and steel column 2, and end plate 3 fixed connection is at the tip of girder steel 1, and one side butt that girder steel 1 was kept away from to end plate 3 is on steel column 2, and the tip that the bolt cap was kept away from to fixing bolt 31 passes end plate 3 and 2 threaded connection of steel column, and fixing bolt 31 is provided with a plurality ofly. At the in-process of connecting girder steel 1 and steel column 2, at first hoist girder steel 1 to take the altitude, then adjust the suitable position butt of end plate 3 and steel column 2, the bolt of screwing relatively steel column 2, just can be with girder steel 1 and steel column 2 relatively fixed this moment.
To the correlation technique among the above-mentioned, at the in-process of screwing the bolt relative steel column 2, girder steel 1 is in the state of being hoisted all the time, and the position stability of girder steel 1 is relatively poor this moment, needs external force to control the position stability of girder steel 1 to it is comparatively troublesome to make the bolt be connected with steel column 2, and consequently girder steel 1 is comparatively troublesome with being connected of steel column 2.
SUMMERY OF THE UTILITY MODEL
In order to make things convenient for being connected of girder steel and steel column, the application provides a steel construction beam column connection assembly structure.
The application provides a steel structure beam column connection assembly structure adopts following technical scheme:
the utility model provides a steel construction beam column connection assembly structure, including be used for installing the end plate at girder steel both ends department and be used for with steel column connection's support piece, end plate and steel column fixed connection, end plate and steel column connection, support piece butt in the below of end plate, support piece and steel column connection.
Through adopting above-mentioned technical scheme, at the in-process of connecting steel column and girder steel, at first install a plurality of steel columns, then use the hoist to hoist the girder steel and put between two adjacent steel columns, the girder steel is located the support piece top this moment, adjust the girder steel again and place in the support piece top to the end plate, and take off the girder steel from the hoist, the fixed girder steel of steel column relatively at last, support piece on the steel column can support the girder steel this moment, thereby make the girder steel position comparatively stable, and need not external force to control the position stability of girder steel, the purpose of being connected of convenient girder steel and steel column has been reached.
Optionally, the end plate lower extreme flushes with the downside of girder steel, and the downside butt of girder steel tip is in support piece top.
Through adopting above-mentioned technical scheme, when the girder steel was placed in support piece top, because the downside of girder steel flushes with the downside of end plate, consequently the equal butt of end plate and girder steel tip has increased the area of contact of support piece with the girder steel on support piece, and the girder steel reduces support piece's pressure this moment to can reduce the possibility of support piece damage, reach the purpose that promotes beam column connection assembly structure's steadiness.
Optionally, the support piece comprises a transverse plate and a vertical plate, the transverse plate is perpendicular to the length direction of the steel column, the vertical plate is parallel to the length direction of the steel column, the transverse plate is fixedly connected with the vertical plate, the vertical plate is connected with the steel column, and the end plate and the steel beam are abutted to the transverse plate.
Through adopting above-mentioned technical scheme, place back on support piece when the girder steel, the girder steel is located the top of diaphragm, because diaphragm and steel column are perpendicular, consequently can make the girder steel keep perpendicular with the steel column as far as possible to can reduce the possibility that the angle of girder steel and steel column produced the deviation, reach the purpose that promotes the quality of the steel construction of constituteing by girder steel and steel column.
Optionally, the equal fixedly connected with inserted block in below at girder steel both ends has seted up the slot on the support piece, and the inserted block passes through slot and support piece grafting cooperation.
Through adopting above-mentioned technical scheme, when placing end plate and girder steel on support piece, can adjust the inserted block on the girder steel and pass through the slot and insert support piece, the inserted block can reduce the possibility that the relative support piece of girder steel takes place the offset this moment to can promote the positional stability of girder steel, reached the purpose that promotes beam column and connect the steadiness of assembly structure.
Optionally, the cross-sectional area of the insertion block gradually decreases from the end close to the steel beam to the end far away from the steel beam.
Through adopting above-mentioned technical scheme, inserting support piece's in-process with the inserted block, the inserted block inserts support piece's tip earlier less, and the socket is great, consequently need not to aim at inserted block and socket strictly, and the operating personnel just can insert the inserted block in the slot, along with the inserted block inserts to support piece, the inserted block can the position of automatic calibration girder steel, has reached the purpose of convenient relative steel column location girder steel.
Optionally, the two ends of the end plate located at the two sides of the length direction of the steel beam are bent towards the direction close to the steel beam.
Through adopting above-mentioned technical scheme, putting into the girder steel in-process between two adjacent steel columns, at first hoisting the girder steel to a take the altitude, then horizontal migration girder steel to between two adjacent steel columns, this moment because the buckling of end plate tip sets up, consequently the interval of installing the tip at the end plate at girder steel both ends is less, even there is a small amount of deviation in the position of the relative steel column of girder steel this moment, the girder steel also can get into smoothly between two adjacent steel columns, has reached the purpose of conveniently connecting steel column and girder steel.
Optionally, one side of the end plate close to the steel column is fixedly connected with a rubber pad.
Through adopting above-mentioned technical scheme, general girder steel and steel column can be installed in building, when the building because external force produces vibrations, girder steel and steel column can receive not equidirectional power to make girder steel and steel column can produce relative vibrations, elastic deformation can take place for the rubber pad this moment, and then can disperse the atress of partly girder steel and steel column, so the rubber pad can cushion the vibrations of girder steel and steel column, the purpose of the steadiness of beam-column connection assembly structure connection girder steel and steel column has been reached.
Optionally, the supporting piece is provided with an inclined rod, and the transverse plate and the vertical plate are fixedly connected with the inclined rod.
Through adopting above-mentioned technical scheme, in the use, because down tube, diaphragm and riser have formed the triangle structure, and the down tube has increased the area of being connected of diaphragm and riser, consequently can reduce the diaphragm and the riser possibility that takes place relative deformation, reached the purpose that promotes beam column and connect assembly structure's steadiness.
In summary, the present application includes at least one of the following beneficial technical effects:
1. by arranging the end plates and the supporting pieces, when the steel beam is fixed relative to the steel column, the supporting pieces on the steel column can support the steel beam, so that the position of the steel beam is stable, and the aim of conveniently connecting the steel beam and the steel column is fulfilled;
2. by arranging the inserting blocks, the possibility of position deviation of the steel beam relative to the supporting piece can be reduced, so that the position stability of the steel beam can be improved, and the purpose of improving the stability of the beam-column connection assembly structure is achieved;
3. through setting up the end plate tip and buckling, even there is a small amount of deviation girder steel also can get into smoothly between two adjacent steel columns the position of the relative steel column of girder steel this moment, has reached the purpose of conveniently connecting steel column and girder steel.
Drawings
Fig. 1 is a structural schematic view of a related art beam-column connecting assembly structure;
FIG. 2 is a schematic structural view of a beam-column connection assembly structure according to an embodiment of the present application;
fig. 3 is an enlarged view of a portion a of fig. 2.
Description of reference numerals: 1. a steel beam; 11. inserting a block; 2. a steel column; 3. an end plate; 31. fixing the bolt; 32. a rubber pad; 4. a support member; 41. a transverse plate; 411. a slot; 42. a vertical plate; 421. locking the bolt; 5. a diagonal rod.
Detailed Description
The present application is described in further detail below with reference to figures 2-3.
The embodiment of the application discloses beam column connection assembly structure. Referring to fig. 2, the beam-column connection assembly structure is used for connecting a steel beam 1 and a steel column 2, the steel beam 1 is horizontally arranged, the steel column 2 is vertically arranged, the steel column 2 and the steel beam 1 are both provided with a plurality of beams, and one steel beam 1 is installed between two adjacent steel columns 2; the beam column connection assembly structure comprises an end plate 3 and a support piece 4, wherein the end plate 3 is perpendicular to the length direction of the steel beam 1, the end plate 3 is fixedly connected to the end portion of the steel beam 1, a fixing bolt 31 is arranged on the end plate 3, the end portion, far away from a bolt cap, of the fixing bolt 31 penetrates through the end plate 3 and then is in threaded connection with the steel column 2, the support piece 4 is connected with the steel column 2, and the support piece 4 is abutted to the lower portion of the end plate 3.
Referring to fig. 2, in the process of connecting the steel columns 2 and the steel beams 1, firstly, a plurality of steel columns 2 are installed, then, a lifting tool is used for lifting the steel beams 1 to be placed between two adjacent steel columns 2, at the moment, the steel beams 1 are positioned above the supporting part 4, then, the steel beams 1 are adjusted to the condition that the end plates 3 are placed on the upper side of the supporting part 4, the steel beams 1 are taken down from the lifting tool, finally, fixing bolts 31 can be installed on the steel columns 2, the fixing bolts 31 are screwed, and at the moment, the steel beams 1 can be fixed relative to the steel columns 2; simultaneously, the supporting piece 4 on the steel column 2 can support the steel beam 1, so that the position of the steel beam 1 is stable, the position of the steel beam 1 is controlled stably without external force, and the purpose of facilitating connection of the steel beam 1 and the steel column 2 is achieved.
Referring to fig. 2, the both ends of end plate 3 horizontal direction are buckled to the direction that is close to girder steel 1, putting into the girder steel 1 in-process between two adjacent steel columns 2, at first hoist girder steel 1 to a take the altitude, then horizontal migration girder steel 1 to two adjacent steel columns 2 between, because the setting of buckling of end plate 3 tip, can make things convenient for girder steel 1 to get into between two adjacent steel columns 2, have reached the purpose of conveniently connecting steel column 2 and girder steel 1.
Referring to fig. 2, the lower end of the end plate 3 is flush with the lower side of the steel beam 1, the lower side of the end part of the steel beam 1 is abutted to the upper side of the supporting piece 4, when the steel beam 1 is placed on the upper side of the supporting piece 4, the contact area between the supporting piece 4 and the steel beam 1 is increased, the pressure of the steel beam 1 to the supporting piece 4 is reduced at the moment, the possibility of damage of the supporting piece 4 can be reduced, and the purpose of improving the stability of the beam-column connection assembly structure is achieved.
Referring to fig. 2, one side fixedly connected with rubber pad 32 that end plate 3 is close to steel column 2, and general girder steel 1 and steel column 2 can be installed in the building, and when the building when external force produces vibrations, the rubber pad 32 can cushion the vibrations of girder steel 1 and steel column 2, has reached the purpose of beam-column connection assembly structure connection girder steel 1 and the steadiness of steel column 2.
Referring to fig. 2 and 3, the supporting member 4 includes a transverse plate 41 and a vertical plate 42, the transverse plate 41 is horizontally arranged, the vertical plate 42 is vertically arranged, one end of the transverse plate 41 is fixedly connected with one end of the vertical plate 42, a locking bolt 421 is arranged on the vertical plate 42, the end portion, far away from the bolt cap, of the locking bolt 421 penetrates through the vertical plate 42 and then is in threaded connection with the steel column 2, the locking bolt 421 is provided with a plurality of locking bolts, and the end plate 3 and the steel beam 1 are both abutted to the upper side of the transverse plate 41; the lower parts of the two ends of the steel beam 1 are fixedly connected with inserting blocks 11, the transverse plate 41 is provided with inserting grooves 411 in a penetrating mode in the vertical direction, the inserting blocks 11 are in inserting fit with the supporting pieces 4 through the inserting grooves 411, and the sectional areas of the inserting blocks 11 are gradually reduced from the end part close to the steel beam 1 to the end part far away from the steel beam 1; the support member 4 is provided with an inclined rod 5, one end of the inclined rod 5 is fixedly connected with the transverse plate 41, the other end of the inclined rod is fixedly connected with the vertical plate 42, the inclined rod 5 is provided with a plurality of parts, and the inclined rod 5 plays a role in reinforcing the transverse plate 41 and the vertical plate 42.
Referring to fig. 2 and 3, when placing end plate 3 and girder steel 1 on diaphragm 41, the tip that inserts 11 earlier and insert diaphragm 41 is less, make things convenient for relative steel column 2 location girder steel 1, insert 11 simultaneously and can reduce the possibility that girder steel 1 takes place the offset relative to diaphragm 41, again because girder steel 1 is located the top of diaphragm 41, and diaphragm 41 is perpendicular with steel column 2, consequently can make girder steel 1 keep as far as possible perpendicular with steel column 2, thereby can reduce the possibility that girder steel 1 and steel column 2's angle produced the deviation, reached the purpose that promotes the quality that the beam column connects assembly structure.
The implementation principle of the steel structure beam column connection assembly structure in the embodiment of the application is as follows: in the process of connecting the steel columns 2 and the steel beams 1, firstly, a plurality of steel columns 2 are installed, then a lifting appliance is used for lifting the steel beams 1 to be placed between two adjacent steel columns 2, at the moment, the steel beams 1 are located above the transverse plate 41, then the steel beams 1 are adjusted to the position of the end plate 3 on the upper side of the transverse plate 41, the steel beams 1 are taken down from the lifting appliance, finally, the fixing bolts 31 can be installed on the steel columns 2, the fixing bolts 31 are screwed, and at the moment, the steel beams 1 can be fixed relative to the steel columns 2; simultaneously, the supporting piece 4 on the steel column 2 can support the steel beam 1, so that the position of the steel beam 1 is stable, the position of the steel beam 1 is controlled stably without external force, and the purpose of facilitating connection of the steel beam 1 and the steel column 2 is achieved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a steel construction beam column connection assembly structure which characterized in that: including being used for installing end plate (3) at girder steel (1) both ends department and being used for support piece (4) be connected with steel column (2), end plate (3) and steel column (2) fixed connection, end plate (3) are connected with steel column (2), and support piece (4) butt is in the below of end plate (3), and support piece (4) are connected with steel column (2).
2. The steel structural beam column connecting and assembling structure according to claim 1, wherein: the lower end of the end plate (3) is flush with the lower side of the steel beam (1), and the lower side of the end part of the steel beam (1) is abutted to the upper side of the support piece (4).
3. The steel structural beam column connecting and assembling structure according to claim 1, wherein: support piece (4) are including diaphragm (41) and riser (42), and diaphragm (41) are perpendicular with steel column (2) length direction, and riser (42) are parallel with steel column (2) length direction, and diaphragm (41) and riser (42) fixed connection, riser (42) are connected with steel column (2), and end plate (3) and girder steel (1) all butt in diaphragm (41) top.
4. The steel structural beam column connecting and assembling structure according to claim 1, wherein: the equal fixedly connected with inserted block (11) in below at girder steel (1) both ends, seted up slot (411) on support piece (4), inserted block (11) are through slot (411) and support piece (4) cooperation of pegging graft.
5. The steel structural beam column connecting and assembling structure according to claim 4, wherein: the inserted block (11) is gradually reduced from the end part close to the steel beam (1) to the end part far away from the steel beam (1).
6. The steel structural beam column connecting and assembling structure according to claim 1, wherein: the two ends of the end plate (3) which are positioned at the two sides of the length direction of the steel beam (1) are bent towards the direction close to the steel beam (1).
7. The steel structural beam column connecting and assembling structure according to claim 1, wherein: and one side of the end plate (3) close to the steel column (2) is fixedly connected with a rubber pad (32).
8. The steel structural beam column connecting and assembling structure according to claim 3, wherein: the support piece (4) is provided with an inclined rod (5), and the transverse plate (41) and the vertical plate (42) are fixedly connected with the inclined rod (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120512542.2U CN214329278U (en) | 2021-03-10 | 2021-03-10 | Steel structure beam column connecting and assembling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120512542.2U CN214329278U (en) | 2021-03-10 | 2021-03-10 | Steel structure beam column connecting and assembling structure |
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| CN214329278U true CN214329278U (en) | 2021-10-01 |
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| CN202120512542.2U Active CN214329278U (en) | 2021-03-10 | 2021-03-10 | Steel structure beam column connecting and assembling structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117182374A (en) * | 2023-09-12 | 2023-12-08 | 湖北中凌建筑科技工程有限公司 | Welding structure and welding process for square pipe column of steel structure |
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2021
- 2021-03-10 CN CN202120512542.2U patent/CN214329278U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117182374A (en) * | 2023-09-12 | 2023-12-08 | 湖北中凌建筑科技工程有限公司 | Welding structure and welding process for square pipe column of steel structure |
| CN117182374B (en) * | 2023-09-12 | 2024-02-13 | 湖北中凌建筑科技工程有限公司 | Welding process and welding structure for steel structure square tube column |
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