CN203383393U - Reinforced-type I-shaped steel beam structure - Google Patents
Reinforced-type I-shaped steel beam structure Download PDFInfo
- Publication number
- CN203383393U CN203383393U CN201320343498.2U CN201320343498U CN203383393U CN 203383393 U CN203383393 U CN 203383393U CN 201320343498 U CN201320343498 U CN 201320343498U CN 203383393 U CN203383393 U CN 203383393U
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- shaped steel
- plate
- arch
- steel
- reinforced
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 104
- 239000010959 steel Substances 0.000 title claims abstract description 104
- 238000003466 welding Methods 0.000 claims description 11
- 230000002349 favourable effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005098 hot rolling Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229910000655 Killed steel Inorganic materials 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to a reinforced-type I-shaped steel beam structure. The reinforced-type I-shaped steel beam structure is characterized in that a web of the I-shaped steel beam is provided with 'L'-shaped force resisting plates; the force resisting plates and the I-shaped steel beam are combined and connected through bolts; arch steel plates are arranged between two oppositely arranged force resisting plates and top flanges of the I-shaped steel beam; the top parts of the arch steel plates and the top flanges are connected through screws; the end parts of the arch steel plates are arranged on the force resisting plates. According to the structure provided by the utility model, through applying force to the arch steel plates, a reverse torque opposite to the bearing load is applied to the I-shaped steel beam, the deformation and the stress of the I-shaped steel beam are relieved; the reinforced-type I-shaped beam structure is good in integral intensity, is simple and reasonable in structure, and has a favorable technical economical benefit.
Description
Technical field
The utility model relates to a kind of i shaped steel girder construction, particularly relates to a kind of reinforced i shaped steel girder construction with arch-shaped steel plate simple in structure.Belong to the structural steelwork field, the i-shape steel beam that is applicable to high level and large span architecture is strengthened structure.
Background technology
The i iron i iron is a kind of economical section steel of section good mechanical performance, and the wide lateral rigidity in its edge of a wing is large, and bending resistance is strong, is widely used in various building structure, bridge, vehicle, support, machinery etc.Two surfaces, the edge of a wing are parallel to each other and make connection, processing, easy for installation.With normal section steel, compare, cost is low, and precision is high, and residual stress is little, without expensive welding material and weld seam detection, saves structure steel fabrication cost 30% left and right.With concrete structure, compare, i-beam structure can increase 6% usable floor area, and dead load alleviates 20%-30%, reduces structure design internal force.
Girder steel has a wide range of applications in industry and civilian construction.In field of house buildings, girder steel is mainly used in building roof beam, the working platform beam in factory, crane girder in multilayer and high-story house, wall is set a roof beam in place and roof system in purlin etc.At other civil construction field girder steels, also have a wide range of applications, as various Longspan Bridges, the steel gate in hydro-structure etc.Steel work is compared with widely used reinforced concrete structure in building structure, has the cross section profile size little, the gentle thin characteristics of the elongated and plate of member.Steel work can be subject to the erosion of natural environment, the effect of external loads or the destruction of human factor in running, therefore inevitably can have various defects and damage.Now, need be strengthened girder steel element.
The main method of existing reinforced steel beam and girder is to utilize the easily characteristics of welding of girder steel, at span centre, lateral support is set or strengthens the edge of a wing of original member and web thickness etc.The former,, by intermediate stiffener being set at the steel I-beam span centre or supporting stiffening rib, arranges more stiffening rib welding procedure difficulty larger, and steel I-beam also tool is had a certain impact, and consumptive material is more; Latter is not suitable for the situation that loads change is larger.
In sum, along with steel beam structure is employed more and more in construction work, for solving the problems such as current girder steel bulk strength is low, support degree is low, need badly at present a kind of good integral strength of invention, simple in structure, do not waste raw material, with the reinforced i shaped steel girder construction of arch-shaped steel plate.
Summary of the invention
For the deficiencies in the prior art, the purpose of this utility model be to provide a kind of good integral strength, simple in structure, do not waste raw material, with the reinforced i shaped steel girder construction of arch-shaped steel plate.
In order to realize above-mentioned technical purpose, the utility model has adopted following technical scheme:
A kind of reinforced i shaped steel girder construction, arrange " L " shape drag plate at i shaped steel web place; Arrange arch-shaped steel plate between two drag plates that are oppositely arranged and i-shape steel beam top flange, the arch-shaped steel plate top is connected by screw rod with top flange, and two ends are placed on the drag plate.
The quantity of arch-shaped steel plate is more than 1 or 1, uniformly-spaced is laid in symmetrically i shaped steel web both sides.
The drag plate is preset the bolt spacing hole, drag plate one end and the welding of i shaped steel web, and the other end and i-shape steel beam bottom flange are fixed by screw rod.
At drag plate and arch-shaped steel plate fixed end, square baffle plate also is set.
The utlity model has following characteristics and beneficial effect:
(1) the drag plate is " L " type, an end and the welding of i shaped steel web, and an end firmly is connected by screw rod with the i-shape steel beam bottom flange.The drag plate is the position of arch-shaped steel plate fixedly, also can play the effect of transverse stiffener.
(2) the arch-shaped steel plate center is connected by screw rod with the i-shape steel beam top flange, and end and drag plate join, and the baffle plate arranged on the drag plate can avoid arch-shaped steel plate the problems such as inclination, skew to occur in work progress.
(3) arch-shaped steel plate applies an opposing torque contrary with its bearing load by the combinations thereof way to i-shape steel beam, with the distortion that alleviates i-shape steel beam and stressed.
The accompanying drawing explanation
Fig. 1 is the structural representation of the reinforced i-shape steel beam of the utility model.
In figure: 1-web, 2-top flange, 3-bottom flange, 4-hold-down nut, 5-screw rod, 6-drag plate, 7-baffle plate, 8-arch-shaped steel plate, 9-drag plate set bolt, 10-i-shape steel beam.
The specific embodiment
The welding procedure of i-shape steel beam and drag plate, arch-shaped steel plate, the screw rod of arch-shaped steel plate are connected in the present embodiment such as technique and are not repeated, and specifically set forth the embodiment that the utility model relates to structure.
Fig. 1 is the structural representation of the reinforced steel I-beam of the utility model.
Shown in Fig. 1, a kind of reinforced i shaped steel girder construction, mainly be comprised of i-shape steel beam 10, arch-shaped steel plate 8, drag plate 6, baffle plate 7.I-shape steel beam 10 is comprised of web 1, top flange 2, bottom flange 3, i-shape steel beam 10 adopts the common i iron of hot rolling, for 360mm, width, is highly that 136mm, waist thickness are 10mm, the average thick 15.8mm of leg, inner arc radius 12.0mm, leg end arc radius 6.0mm.At steel I-beam web 1 place, " L " shape drag plate 6 is set, between drag plate 6, on arch-shaped steel plate 8 is set between bottom flange, and on an end of the drag plate 6 of being close to bottom flange 3, fixed dam 7 is set.
By application of force arch-shaped steel plate 8, in the i-shape steel beam top flange, 2 pairs of i-shape steel beams 10 apply an opposing torque contrary with its bearing load, with the distortion that alleviates i-shape steel beam 10 and stressed.Application of force arch-shaped steel plate 8 tops are connected by screw rod 5 with top flange 2, and its end is placed on the drag plate 6 of i-shape steel beam bottom flange 3 settings, and drag plate 6 is connected by bolt and firm welding with i-shape steel beam 10.
Arch-shaped steel plate 8 is to apply prestressing force by steel plate to form.Arch-shaped steel plate 8 thickness are that 10mm, strength grade are Q235.Default screw limiting hole, intermediate position, aperture is than the large 3 ~ 5mm of screw rod 5 external diameter.
Drag plate 6 is " L " type, an end and 1 welding of i shaped steel web, and an end is connected by drag plate set bolt 9 with i-shape steel beam bottom flange 3.Drag plate 6 adopts the killed steel of being made by the low-alloy structural steel hot rolling, thick 10mm, and level is 100mm to length, vertical height is 340mm.The spacing hole of default drag plate set bolt 9 on drag plate 6.
During construction, at first by drag plate 6 one ends and 1 welding of i shaped steel web, one end is connected by drag plate set bolt 9 with i-shape steel beam bottom flange 3, then application of force arch-shaped steel plate 8 is put into to i-shape steel beam 10, loosen prestressing force, after arch-shaped steel plate 8 is stable, welding baffle plate 7 on drag plate 6, baffle plane is of a size of 50 * 30mm, employing thickness is that the steel plate that 10mm, strength grade are Q235 is made, arch-shaped steel plate 8 centers firmly are connected by screw rod 5 with i-shape steel beam top flange 2, form reinforced steel I-beam structure.
Claims (4)
1. a reinforced steel I-beam structure, is characterized in that arranging at i shaped steel web place " L " shape drag plate; Arrange arch-shaped steel plate between two drag plates that are oppositely arranged and i-shape steel beam top flange, the arch-shaped steel plate top is connected by screw rod with top flange, and two ends are placed on the drag plate.
2. reinforced steel I-beam structure according to claim 1, the quantity that it is characterized in that arch-shaped steel plate is more than 1 or 1, uniformly-spaced is laid in symmetrically i shaped steel web both sides.
3. reinforced steel I-beam structure according to claim 1, is characterized in that the drag plate presets the bolt spacing hole, drag plate one end and the welding of i shaped steel web, and the other end and i-shape steel beam bottom flange are fixed by screw rod.
4. reinforced steel I-beam structure according to claim 1, is characterized in that, at drag plate and arch-shaped steel plate fixed end, square baffle plate also is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320343498.2U CN203383393U (en) | 2013-06-17 | 2013-06-17 | Reinforced-type I-shaped steel beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320343498.2U CN203383393U (en) | 2013-06-17 | 2013-06-17 | Reinforced-type I-shaped steel beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203383393U true CN203383393U (en) | 2014-01-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320343498.2U Expired - Fee Related CN203383393U (en) | 2013-06-17 | 2013-06-17 | Reinforced-type I-shaped steel beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203383393U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668770A (en) * | 2020-08-28 | 2021-11-19 | 湖南大鼎钢构科技发展有限责任公司 | Constructional engineering steel construction spandrel girder |
-
2013
- 2013-06-17 CN CN201320343498.2U patent/CN203383393U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668770A (en) * | 2020-08-28 | 2021-11-19 | 湖南大鼎钢构科技发展有限责任公司 | Constructional engineering steel construction spandrel girder |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140108 |
|
| CX01 | Expiry of patent term | ||
| CU01 | Correction of utility model |
Correction item: Termination upon expiration of patent Correct: Revocation of Patent Expiration and Termination False: On July 4, 2023, the expiration and termination of the 39 volume 2701 patent Number: 27-01 Volume: 39 |
|
| CU01 | Correction of utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140108 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |