CN220868427U - Steel structure beam column - Google Patents
Steel structure beam column Download PDFInfo
- Publication number
- CN220868427U CN220868427U CN202322245547.5U CN202322245547U CN220868427U CN 220868427 U CN220868427 U CN 220868427U CN 202322245547 U CN202322245547 U CN 202322245547U CN 220868427 U CN220868427 U CN 220868427U
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- CN
- China
- Prior art keywords
- supporting
- stand
- beam column
- steel structure
- caulking groove
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 15
- 239000010959 steel Substances 0.000 title claims abstract description 15
- 230000008093 supporting effect Effects 0.000 claims abstract description 63
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 26
- 238000005452 bending Methods 0.000 claims abstract description 24
- 238000010276 construction Methods 0.000 claims abstract description 6
- 239000004568 cement Substances 0.000 claims description 4
- 238000005253 cladding Methods 0.000 claims description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 4
- 239000004576 sand Substances 0.000 description 10
- 230000000694 effects Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 230000001174 ascending effect Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Abstract
The utility model discloses a steel structure beam column, which relates to the field of construction and aims at solving the problems that the part of a beam extending outwards is not provided with a supporting point and can only be supported by means of self bending strength, so that the strength of the beam column is not high enough, and the technical scheme is as follows: including crossbeam, stand and base, the crossbeam is equipped with the supporting shoe that is used for supporting the crossbeam both ends, and the caulking groove has been seted up on the stand top, and the caulking groove is gone into to the supporting shoe card, and the gomphosis of supporting shoe and caulking groove is used for providing the effort that hinders supporting shoe and stand in the horizontal direction. According to the utility model, the supporting blocks are arranged to provide supporting force for the two sides of the cross beam, the convex strips are arranged on the supporting blocks and are clamped with the caulking grooves on the stand columns, so that the supporting effect of the supporting blocks is improved, the convex blocks on the cross beam are clamped into the grooves at the top ends of the stand columns to play a guiding role, the reinforcing steel bars in the stand columns are provided with the bending parts for reinforcing the transverse strength of the contact surfaces of the supporting blocks and the stand columns, and the reinforcing ribs are arranged below the bending parts, so that the longitudinal supporting force of the stand columns can be improved.
Description
Technical Field
The utility model relates to the field of construction, in particular to a steel structure beam column.
Background
Beam columns are structural members commonly used in the construction field for supporting and transmitting the weight and load of a building, and are typically made of reinforced concrete. Beams are structural members in the horizontal direction that are responsible for taking up the weight above floors, roofs, etc., and transferring them to columns. The beam is generally in the shape of a cross beam, has high bending rigidity and can resist bending force and shearing force. The column is a structural member in the vertical direction, is erected on the ground or foundation, bears the pressure of the load from above beams, walls and the like, is generally cubic or cylindrical, has a certain compression resistance and can resist the longitudinal pressure. Beams and columns play a critical role in building construction and their design and arrangement are reasonably selected and arranged according to the requirements and mechanics of the building to ensure the safety and stability of the building.
The length of the beam is generally much longer than the cross section of the column, and the portion of the beam that extends beyond is generally free of support points and can only be supported by its own flexural strength, thus resulting in insufficient strength of the beam-column.
There is therefore a need to propose a new solution to this problem.
Disclosure of utility model
Aiming at the defects existing in the prior art, the utility model aims to provide a steel structure beam column.
The technical aim of the utility model is realized by the following technical scheme: the utility model provides a steel construction beam column, includes crossbeam, stand and base, the crossbeam is equipped with the supporting shoe that is used for supporting the crossbeam both ends, the caulking groove has been seted up on the stand top, the caulking groove is gone into to the supporting shoe card, the gomphosis of supporting shoe and caulking groove is used for providing the effort that hinders supporting shoe and stand in the horizontal direction.
Through adopting above-mentioned technical scheme, the supporting shoe can stretch out in outside both sides to the crossbeam and provide holding power, and the gomphosis of supporting shoe and caulking groove for the supporting shoe is more stable to the support of crossbeam, and the stand is hugged closely to the supporting shoe, makes the downward gravity in crossbeam both ends pass through the supporting shoe conduction, changes into and applys effort to the both sides of stand.
The utility model is further provided with: the two supporting blocks are provided with raised strips, the raised strips are connected with the caulking grooves in a clamping mode, and the sections of the raised strips and the caulking grooves are trapezoidal.
Through adopting above-mentioned technical scheme, the cross-section of sand grip and caulking groove all is trapezoidal for the supporting shoe is comparatively firm with the connection of stand after the sand grip card goes into the caulking groove.
The utility model is further provided with: the cross beam is provided with a bump, and the top end of the upright post is provided with a groove for being clamped in by the bump.
Through adopting above-mentioned technical scheme, the recess is gone into to the lug card, plays the guide effect to the combination of crossbeam and stand for the comparatively accurate joint of sand grip and caulking groove.
The utility model is further provided with: the length of the protruding block is larger than the longest length of the supporting block in the vertical direction.
By adopting the technical scheme, the length of the convex block is larger than that of the convex strip, so that the convex block enters the groove before the convex strip enters the caulking groove.
The utility model is further provided with: the lug comprises a guide part and a positioning part, the length of the guide part is larger than the longest length of the support block in the vertical direction, and the positioning part is in a prismatic table shape.
Through adopting above-mentioned technical scheme, the shape of location portion is the terrace with edge, and the cross section of location portion and stand junction reduces gradually to the bottom of location portion for location portion can be comparatively easy get into the recess, thereby the guiding portion of being convenient for gets into the recess internal guide.
The utility model is further provided with: the stand includes a plurality of reinforcing bars and cladding outside the reinforcing bar cement piece, the reinforcing bar includes vertical portion and kink, kink perpendicular to vertical portion and kink are located the top of stand.
Through adopting above-mentioned technical scheme, vertical portion plays fore-and-aft holding power to the stand, and the kink is used for reinforcing stand transverse strength and kink can strengthen the fore-and-aft holding power of stand.
The utility model is further provided with: the bending parts face the supporting blocks.
By adopting the technical scheme, the bending part faces the supporting block, so that the transverse strength of the upright post at the contact surface with the supporting block can be enhanced.
The utility model is further provided with: a plurality of reinforcing ribs are arranged below the bending part.
Through adopting above-mentioned technical scheme, through setting up the strengthening rib, can improve the longitudinal support power of reinforcing bar.
In summary, the utility model has the following beneficial effects:
Support force is provided by arranging support blocks on two sides of the beam extending outwards, and convex strips on the support blocks are clamped with the caulking grooves on the upright posts, so that the support blocks are more stable to support the beam, and the convex blocks on the beam are clamped into the grooves on the top ends of the upright posts to play a guiding role.
The reinforcing steel bar in the stand column is divided into a vertical part and a bending part, the vertical part is used for reinforcing the longitudinal supporting force of the stand column, the bending part is used for reinforcing the transverse strength of the contact surface of the supporting block and the stand column, and the reinforcing rib is arranged below the bending part, so that the longitudinal supporting force of the reinforcing steel bar can be further improved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is an exploded view of the structure of the present utility model;
FIG. 3 is a cross-sectional view of the present utility model;
Fig. 4 is a schematic structural view of a reinforcing bar according to the present utility model.
In the figure: 1. a cross beam; 2. a column; 3. a base; 4. a support block; 5. a caulking groove; 6. a convex strip; 7. a bump; 8. a groove; 9. a guide part; 10. a positioning part; 11. reinforcing steel bars; 12. a vertical portion; 13. a bending part; 14. reinforcing ribs.
Detailed Description
The present utility model will be described in detail below with reference to the accompanying drawings and examples.
The utility model provides a steel construction beam column is as shown in figure 1, including crossbeam 1, stand 2 and base 3, crossbeam 1 integrated into one piece has the supporting shoe 4 that is used for supporting crossbeam 1 both ends, caulking groove 5 has been seted up on the stand 2 top, caulking groove 5 has been gone into to supporting shoe 4 card, the gomphosis of supporting shoe 4 and caulking groove 5 is used for providing the effort that hinders supporting shoe 4 and stand 2 on the horizontal direction, supporting shoe 4 can stretch out outside both sides to crossbeam 1 and provide holding power, the gomphosis of supporting shoe 4 and caulking groove 5 makes the support to supporting shoe 4 more stable to crossbeam 1, supporting shoe 4 hugs closely stand 2, make the downward gravity in crossbeam 1 both ends pass through supporting shoe 4 conduction, turn into and apply effort to stand 2 both sides, the one side that two supporting shoes 4 are faced each other all is equipped with sand grip 6, sand grip 6 and caulking groove 5 joint, the cross-section of sand grip 6 and caulking groove 5 all is trapezoidal, make behind sand grip 6 card income caulking groove 5 supporting shoe 4 comparatively firm with the connection of stand 2.
As shown in fig. 2, the central department integrated into one piece of crossbeam 1 side has lug 7, the recess 8 that is used for being gone into by lug 7 card is offered to the central department of the top surface of stand 2, lug 7 card is gone into recess 8 and is played the guide effect, make the comparatively accurate joint of sand grip 6 and caulking groove 5, the length of lug 7 is greater than the ascending longest length of supporting shoe 4 vertical direction, make lug 7 card insert recess 8 play the guide effect earlier, then be convenient for sand grip 6 get into caulking groove 5, lug 7 includes guiding part 9 and location portion 10, the length of guiding part 9 is greater than the ascending longest length of supporting shoe 4 vertical direction, location portion 10 is the terrace-like, the cross section of location portion 10 and stand 2 junction reduces gradually to the bottom, make location portion 10 can be comparatively easy get into recess 8, thereby be convenient for guiding part 9 to get into recess 8 in playing the direction.
As shown in fig. 3 and 4, the upright post 2 comprises a plurality of reinforcing bars 11 and cement blocks coated outside the reinforcing bars 11, the reinforcing bars 11 comprise vertical portions 12 and bending portions 13, the bending portions 13 are perpendicular to the vertical portions 12 and the bending portions 13 are located at the top of the upright post 2, the vertical portions 12 play a longitudinal supporting force on the upright post 2, the bending portions 13 are used for enhancing the transverse strength of the upright post 2, the bending portions 13 can enhance the longitudinal supporting force of the upright post 2, the bending portions 13 face the supporting blocks 4, the transverse strength of the upright post 2 at the contact surface with the supporting blocks 4 can be enhanced, a plurality of reinforcing ribs 14 are arranged below the bending portions 13, the longitudinal supporting force of the reinforcing bars 11 can be improved through the arrangement of the reinforcing ribs 14, the bending portions 13 located at the center are located at the top end of the upright post 2 and short in the bending portions 13, and the reinforcing bars 11 close to the outer side are located at the bottom of the supporting blocks 4 and long in the bending portions 13.
The working process comprises the following steps: the constructor digs a pit for accommodating the base 3 at the position where the upright post 2 is required to be installed, buries the base 3 into the pit, and the constructor lifts the upright post 2 through the crane and then installs the deep groove in the base 3.
After the installation of the upright post 2 and the base 3 is completed, a constructor lifts the beam 1 and moves the beam 1 through the crane, so that the lug 7 on the beam 1 is aligned with the groove 8 at the top end of the upright post 2, the beam 1 is downwards displaced, at the moment, the positioning part 10 slides along the edge of the top of the groove 8, the guide part 9 is aligned with the groove 8, and then the side wall of the guide part 9 slides and rubs with the groove wall of the groove 8, so that the lug 7 slides into the groove 8, and the beam 1 downwards displaces.
When the length of the exposed part of the guide part 9 is equal to that of the protruding strip 6, the bottom end of the protruding strip 6 is aligned with the top end of the caulking groove 5, then constructors continue to displace the cross beam 1 downwards, the protruding strip 6 slides into the caulking groove 5, the cross sections of the protruding strip 6 and the caulking groove 5 are all trapezoid, after the protruding strip 6 is completely embedded into the caulking groove 5, the caulking groove 5 plays a role in fixing the protruding strip 6, and the protruding block 7 is also completely clamped into the groove 8.
After crossbeam 1 and stand 2 combination, the kink 13 of the reinforcing bar 11 in the stand 2 can carry out the bearing to the crossbeam 1 of stand 2 top, and supporting shoe 4 on the crossbeam 1 exerts the effort to stand 2 under the action of gravity, and kink 13 is used for reinforcing stand 2's transverse strength towards supporting shoe 4, and constructor uses cement further to consolidate at the junction of crossbeam 1 and stand 2 and the junction of sand grip 6 and caulking groove 5 at last.
The above description is only a preferred embodiment of the present utility model, and the protection scope of the present utility model is not limited to the above examples, and all technical solutions belonging to the concept of the present utility model belong to the protection scope of the present utility model. It should be noted that modifications and adaptations to the present utility model may occur to one skilled in the art without departing from the principles of the present utility model and are intended to be within the scope of the present utility model.
Claims (8)
1. The utility model provides a steel construction beam column, includes crossbeam (1), stand (2) and base (3), its characterized in that: the transverse beam (1) is provided with supporting blocks (4) used for supporting two ends of the transverse beam (1), the top end of the upright post (2) is provided with a caulking groove (5), the supporting blocks (4) are clamped into the caulking groove (5), and the jogging of the supporting blocks (4) and the caulking groove (5) is used for providing acting force for preventing the supporting blocks (4) and the upright post (2) in the horizontal direction.
2. A steel structure beam column according to claim 1, wherein: two supporting blocks (4) are provided with raised strips (6), the raised strips (6) are clamped with the caulking grooves (5), and the sections of the raised strips (6) and the caulking grooves (5) are trapezoidal.
3. A steel structure beam column according to claim 2, wherein: the cross beam (1) is provided with a bump (7), and the top end of the upright post (2) is provided with a groove (8) for being clamped in by the bump (7).
4. A steel structure beam column according to claim 3, wherein: the length of the protruding block (7) is larger than the longest length of the supporting block (4) in the vertical direction.
5. A steel structure beam column according to claim 4, wherein: the lug (7) comprises a guide part (9) and a positioning part (10), the length of the guide part (9) is larger than the longest length of the support block (4) in the vertical direction, and the positioning part (10) is in a prismatic table shape.
6. A steel structure beam column according to claim 1, wherein: the stand (2) includes a plurality of reinforcing bars (11) and cladding cement piece outside reinforcing bar (11), reinforcing bar (11) include vertical portion (12) and kink (13), kink (13) perpendicular to vertical portion (12) and kink (13) are located the top of stand (2).
7. A steel structure beam column according to claim 6, wherein: the bending parts (13) face the supporting blocks (4).
8. A steel structure beam column according to claim 7, wherein: a plurality of reinforcing ribs (14) are arranged below the bending part (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322245547.5U CN220868427U (en) | 2023-08-21 | 2023-08-21 | Steel structure beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322245547.5U CN220868427U (en) | 2023-08-21 | 2023-08-21 | Steel structure beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220868427U true CN220868427U (en) | 2024-04-30 |
Family
ID=90815353
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322245547.5U Active CN220868427U (en) | 2023-08-21 | 2023-08-21 | Steel structure beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220868427U (en) |
-
2023
- 2023-08-21 CN CN202322245547.5U patent/CN220868427U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |