CN208803737U - Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure - Google Patents
Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure Download PDFInfo
- Publication number
- CN208803737U CN208803737U CN201821389304.1U CN201821389304U CN208803737U CN 208803737 U CN208803737 U CN 208803737U CN 201821389304 U CN201821389304 U CN 201821389304U CN 208803737 U CN208803737 U CN 208803737U
- Authority
- CN
- China
- Prior art keywords
- steel
- wing
- stiffener
- edge
- reinforced concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model relates to building structure technology fields, it is intended to provide Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure, its key points of the technical solution are that including the fashioned iron in " work " word, the fashioned iron includes web and the edge of a wing, the edge of a wing, which is located to be respectively arranged on the opposite end of web and two edges of a wing, indulges multiple first through hole that muscle is worn for beam, stiffener is welded on the edge of a wing, the position that the first through hole is corresponded on the stiffener offers the second through-hole, angle steel is provided on the stiffener, angle steel includes horizontal first panel and vertical second panel, second panel is fixed on stiffener, corresponding second lead to the hole site offers third through-hole in the second panel.The utility model is suitable for the reinforcement of Steel Reinforced Concrete Beam-column Joints steel construction.
Description
Technical field
The utility model relates to building structure technology fields, more specifically, it relates to Steel Reinforced Concrete Beam-column Joints steel
Structural strengthening structure.
Background technique
Steel reinforced concrete structure is a kind of principal mode of steel-concrete combined structure, has bearing capacity height, rigidity big
And anti-seismic performance it is good the advantages that.
Steel Reinforced Concrete Beam-column Joints steel construction destroys the whole knot of steel reinforced concrete structure because of the presence of connecting node
Structure, steel column occupy biggish beam section area, cause the beam of continuous beam on many supports to indulge muscle and pass through in steel column two sides, this
Beam-to-column joint mode is easy the strength reduction so that steel reinforced concrete structure.
Utility model content
The purpose of the utility model is to provide Steel Reinforced Concrete Beam-column Joints steel construction reinforced structures, enhance the strong of the edge of a wing
Degree improves the stress of Steel Reinforced Concrete Beam-column Joints steel construction.
The above-mentioned technical purpose of the utility model has the technical scheme that steel reinforced concrete beam column section
Point steel construction reinforced structure, the fashioned iron including being in " work " word, the fashioned iron includes web and the edge of a wing, and the edge of a wing is located at web
It is respectively arranged on opposite end and two edges of a wing and indulges multiple first through hole that muscle is worn, close weldering connection on the edge of a wing for beam
There is stiffener, the position that the first through hole is corresponded on the stiffener offers the second through-hole, is provided on the stiffener
Angle steel, angle steel include horizontal first panel and vertical second panel, and second panel is fixed on stiffener, second face
Corresponding second lead to the hole site offers third through-hole on plate.
By using above-mentioned technical proposal, the close weldering of stiffener is connected on fashioned iron, the close weldering of angle steel is connected on stiffener,
And then compensate for beam and indulge the damage that muscle causes edge of a wing intensity across the edge of a wing, the intensity on the edge of a wing is increased, stiffener and angle steel are utilized
Reinforced, reinforcing effect is more preferable.
Preferably, the angle steel in a pair and is oppositely arranged two-by-two, is connected with first between the angle steel being arranged in pairs
Steel plate, first steel plate are fixedly connected with stiffener.
By using above-mentioned technical proposal, the first steel plate connected between pairs of angle steel makes the beam across the edge of a wing indulge muscle
Internal shear force is directly delivered in fashioned iron, improves the stress of Steel Reinforced Concrete Beam-column Joints steel construction.
Preferably, first Interal fixation is connected between the first panel of the pairs of angle steel.
By using above-mentioned technical proposal, the contact area between the first steel plate and angle steel increases, so that pairs of is described
Structure is more firm between angle steel.
Preferably, the second steel plate is connected with along the direction on the parallel edge of a wing between the pairs of angle steel.
By using above-mentioned technical proposal, it is provided with the second steel plate between the pairs of angle steel, so that pairs of institute
State structural integrity between angle steel, good integrity.
Preferably, at least two pieces of second steel plate.
By using above-mentioned technical proposal, total contact area between the second steel plate and the pairs of angle steel is bigger,
So that structure is more complete between the pairs of angle steel, globality is more preferable.
Preferably, it is indulged between the web and the edge of a wing in the beam for passing through the edge of a wing and is connected with adding for strip below muscle
Strength rib.
By using above-mentioned technical proposal, the beam that ribbed stiffener is located across the edge of a wing indulges the lower section of muscle, increases beam and indulges muscle
Stability.
Preferably, the ribbed stiffener is symmetrical in the two sides of web.
By using above-mentioned technical proposal, the two sides of web are provided with ribbed stiffener, have dispersed the load that beam indulges muscle, mitigate
Beam indulges the endurance of muscle, so as to indulge muscle more firm for beam.
Preferably, the angle steel and the close weldering of the stiffener connect.
By using above-mentioned technical proposal, angle steel and the close weldering of stiffener are connected, and avoid the case where falling off easily appearance.
In conclusion the utility model has the following beneficial effects:
1, the setting of stiffener, angle steel increases the intensity on the edge of a wing；
2, the first steel plate connected between angle steel improves the stress of Steel Reinforced Concrete Beam-column Joints steel construction；
3, the second steel plate connected between angle steel makes structural integrity between angle steel, good integrity；
4, the setting of ribbed stiffener is so that the stability of the vertical muscle of beam is more preferable.
Detailed description of the invention
Fig. 1 is the application schematic diagram of Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure；
Fig. 2 is the structural schematic diagram of Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure.
In figure: 1, fashioned iron；101, web；102, the edge of a wing；3, stiffener；4, angle steel；41, first panel；42, the second face
Plate；5, the first steel plate；6, the second steel plate；7, ribbed stiffener；8, beam indulges muscle；9, first through hole；10, the second through-hole；11, third is logical
Hole.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Following specific embodiments are only the explanation to the utility model, are not limitations of the present invention, this
Field technical staff can according to need the modification that not creative contribution is made to the present embodiment after reading this specification,
But as long as all by the protection of Patent Law in the scope of the claims of following utility model.
Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure, as depicted in figs. 1 and 2, the fashioned iron 1 including being in " work " word,
Fashioned iron 1 includes web 101 and two edges of a wing 102, and the edge of a wing 102 is located at the opposite end of web 101 and the edge of a wing 102 and web
101 are mutually perpendicular to, and are respectively arranged on two edges of a wing 102 and indulge multiple first through hole 9 that muscle 8 is worn for beam, close on the edge of a wing 102
Weldering is connected with stiffener 3, and the position that first through hole 9 is corresponded on stiffener 3 offers the second through-hole 10.
As shown in Fig. 2, close weldering is connected with angle steel 4 on stiffener 3, angle steel 4 is avoided to fall off easily, angle steel 4 includes horizontal
First panel 41 and vertical second panel 42, corresponding second through-hole, 10 position offers third through-hole 11 in second panel 42,
Angle steel 4 in a pair and is oppositely arranged two-by-two.
The first steel plate 5 is welded between the angle steel 4 being arranged in pairs, the first steel plate 5 is weldingly fixed on the of pairs of angle steel 4
Between one panel 41 and the first steel plate 5 is weldingly fixed on stiffener 3, to increase the contact surface between the first steel plate 5 and angle steel 4
Product, so that structure is more firm between pairs of angle steel 4.
The second steel plate 6 is welded between the two sides of pairs of angle steel 4 along the direction on the parallel edge of a wing 102, the
Two steel plates 6 are contacted and are welded and fixed with the first panel 41 of angle steel 4 and second panel 42 so that the second steel plate 6 in pairs
Angle steel 4 between total contact area it is bigger, structure is more complete between pairs of angle steel 4, and globality is more preferable.
The ribbed stiffener 7 of strip is welded between web 101 and the edge of a wing 102, ribbed stiffener 7 is located across the edge of a wing 102
Beam indulges the lower section of muscle 8.
Ribbed stiffener 7 is symmetrical in the two sides of web 101, has dispersed the load that beam indulges muscle 8, alleviates beam and indulges holding for muscle 8
Stress, so that the vertical muscle 8 of beam is more firm.
It has the beneficial effect that:
1, the setting of stiffener 3, angle steel 4 increases the intensity on the edge of a wing 102；
2, the first steel plate 5 setting so that pass through the edge of a wing 102 beam indulge 8 internal shear force of muscle be directly delivered in fashioned iron 1, improve
The stress of Steel Reinforced Concrete Beam-column Joints steel constructions；
3, the setting of the second steel plate 6 is so that structural integrity, good integrity are more firm between pairs of angle steel 4；
4, the setting of ribbed stiffener 7 has dispersed the load that beam indulges muscle 8, alleviates the endurance that beam indulges muscle 8, so that beam indulges muscle 8
It is more stable.
Claims (8)
1. Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure, it is characterized in that: including the fashioned iron (1) in " work " word, the type
Steel (1) includes web (101) and the edge of a wing (102), and the edge of a wing (102) are located at the opposite end of web (101) and two edges of a wing
(102) it is respectively arranged on and indulges multiple first through hole (9) that muscle (8) is worn for beam, be welded with and put more energy on the edge of a wing (102)
Plate (3), the position that the first through hole (9) is corresponded on the stiffener (3) offer the second through-hole (10), the stiffener
(3) it is provided on angle steel (4), angle steel (4) includes horizontal first panel (41) and vertical second panel (42), second panel
(42) it is fixed on stiffener (3), corresponding second through-hole (10) position offers third through-hole on the second panel (42)
(11)。
2. Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure according to claim 1, it is characterized in that: the angle steel
(4) it in a pair and is oppositely arranged, is connected with the first steel plate (5) between the angle steel (4) being arranged in pairs, first steel two-by-two
Plate (5) is fixedly connected with stiffener (3).
3. Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure according to claim 2, it is characterized in that: first steel
Plate (5) is fixedly connected between the first panel (41) of the pairs of angle steel (4).
4. Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure according to claim 3, it is characterized in that: pairs of is described
The second steel plate (6) are connected with along the direction of the parallel edge of a wing (102) between angle steel (4).
5. Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure according to claim 4, it is characterized in that: second steel
At least two pieces of plate (6).
6. Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure according to claim 1, it is characterized in that: the web
(101) ribbed stiffener of strip is connected with below the beam vertical muscle (8) for passing through the edge of a wing (102) between the edge of a wing (102)
(7)。
7. Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure according to claim 6, it is characterized in that: the ribbed stiffener
(7) symmetrical in the two sides of the web (101).
8. Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure according to claim 1, it is characterized in that: the angle steel
(4) it is connected with the stiffener (3) close weldering.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821389304.1U CN208803737U (en) | 2018-08-25 | 2018-08-25 | Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821389304.1U CN208803737U (en) | 2018-08-25 | 2018-08-25 | Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208803737U true CN208803737U (en) | 2019-04-30 |
Family
ID=66235646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821389304.1U Expired - Fee Related CN208803737U (en) | 2018-08-25 | 2018-08-25 | Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208803737U (en) |
-
2018
- 2018-08-25 CN CN201821389304.1U patent/CN208803737U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206941801U (en) | A kind of assembled accentric support steel frame system of replaceable dissipative links | |
| CN211549021U (en) | Self-resetting steel frame beam-column joint with hidden staged energy dissipation damper | |
| CN105756227B (en) | A kind of oblique fluting of multilayer from anti-buckling steel plate shear force wall and preparation method thereof | |
| CN208267101U (en) | A kind of half packet Combined concrete frame structure of corrugated web I-steel | |
| CN203412113U (en) | Easily repaired beam column node with U-shaped energy dissipating element | |
| CN103362210A (en) | Prestress assembly frame structure | |
| CN101215862A (en) | Steel joist constrained vertical seam steel plate shear force wall | |
| CN106930593A (en) | Bamboo（Wood）Frame structure beam column assembled energy dissipation node | |
| CN206205266U (en) | A kind of Self-resetting viscoplasticity energy dissipating girder steel | |
| CN105756217A (en) | Steel and wood hybrid earthquake resistant wall with post-earthquake self reset function | |
| CN207484730U (en) | A kind of anti-buckling steel plate seismic structural wall, earthquake resistant wall of waveform | |
| CN104563331A (en) | Load-bearing self-centering stiffened corrugated steel damping wall | |
| CN204370616U (en) | A kind ofly can the Self-resetting of load-bearing to put more energy into corrugated steel damping wall | |
| CN110258786A (en) | A kind of full assembly concrete beam-concrete column-bracing members combination connecting node | |
| CN206545264U (en) | A kind of multiple defence line antidetonation Self-resetting assembling frame waves wall energy-dissipation structure | |
| CN206368458U (en) | A kind of shock-absorbing type frame-shear-wall structure | |
| CN205387771U (en) | C shaped steel sound insulation floor | |
| CN208803737U (en) | Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure | |
| CN209114297U (en) | Composite Steel-Concrete Bridges structure and combined bridge deck | |
| CN111119333A (en) | Steel frame beam column cross node | |
| CN207749638U (en) | Steel reinforced concrete rectangular column-Special-Shaped Column transfer framework structure and its converting system | |
| CN103526950A (en) | Concrete-filled square steel tube and steel beam semi-rigid reinforcing joint for preventing progressive collapse | |
| CN108018991A (en) | A kind of Self-resetting viscoplasticity energy dissipating girder steel | |
| CN203782889U (en) | Steel-reinforced concrete cross-shaped column-steel beam connecting node | |
| CN205577143U (en) | Steel wood mixes antidetonation wall with shake back from reset function |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190430 Termination date: 20210825 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |