CN205998094U - A kind of two-sided welding structure of U rib of putting more energy into of orthotropic stiffener - Google Patents
A kind of two-sided welding structure of U rib of putting more energy into of orthotropic stiffener Download PDFInfo
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- CN205998094U CN205998094U CN201620855343.0U CN201620855343U CN205998094U CN 205998094 U CN205998094 U CN 205998094U CN 201620855343 U CN201620855343 U CN 201620855343U CN 205998094 U CN205998094 U CN 205998094U
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Abstract
The utility model discloses a kind of two-sided welding structure of U rib of putting more energy into of orthotropic stiffener, it is made up of steel facing, U rib of putting more energy into, the first outside angle welding, the second outside angle welding, the first inner side angle welding, the second inner side angle welding, it is characterised in that：Put more energy into using the first inner side angle welding, the connection of the first outside angle welding welding by both sides between U rib and steel facing, put more energy into using the second inner side angle welding, the connection of the second outside angle welding welding by both sides between U rib and steel facing.Simple structure, easy to implement, the weld seam of orthotropic plate structure and the stress performance of weld seam position steel facing and U rib is improved, the weld strength between U rib and top board is improve, improve the fatigue performance of steel facing and its U intercostal welding position under local automobile, aircraft wheel load.
Description
Technical field
The utility model belongs to manufacture of steel structure field, and the U rib of putting more energy into for being more particularly to a kind of orthotropic stiffener is double
Face welding structure, it is adaptable to science of bridge building and Shipping engineering.
Background technology
Orthotropic Steel Bridge Deck as a kind of important feature form of big or middle span steel bridge bridge deck at present, due to which
Have from heavy and light, ultimate bearing capacity be big, applied widely, short construction period and deck-molding little, handsome in appearance the features such as, receive each
The favor of state Bridge Design person, its application become the mark for weighing a national Approach To Steel Bridge Designing and manufacture level.However, with
The increase of the increase of the magnitude of traffic flow, particularly heavy vehicle and overloaded vehicle, fatigue problem become increasingly conspicuous, and finding shows,
A large amount of Orthotropic Steel Bridge Deck all occur in that fatigue cracking problem within the operation phase to some extent both at home and abroad.For landing warship
Similarly there is fatigue endurance sex chromosome mosaicism using similar orthotropic plate structure in the naval vessel of carrier aircraft, its deck.
Due to requirement of traditional welding for steel structure technology to operating space, on the inside of orthotropic deck system U rib and between top board
Narrow space cannot welding, can only be using single welding on the outside of U rib.Equivalent to T connector between top board and U rib one side wall, on the outside of U rib
Single welding causes the presence of natural breach on the inside of non-welding, and at this, stress concentration cannot be eliminated, and the weld seam centre of form and U rib one side floor
There is bias in the centre of form, thus U rib side plate axial force certainly will counter plate and U rib side plate generation additional bending stress.
The utility model utilizes modern high end intellectual technology, welder device people is sent into inside U rib and is implemented on the inside of U rib
The welding of angle welding between top board, between U rib outside and top board, angle welding is completed by traditional automatic soldering technique, it is achieved thereby that just
Hand over twin fillet wolt connection inside and outside different in nature Steel Bridge Deck U rib.The utility model requires that U rib internal welding machine device people's system is provided simultaneously with weldering
Connect, detect a flaw and three kinds of functions of defect repair are to ensure the welding quality of internal weld seams.Compared with traditional single welding, U rib is two-sided
Welding technology eliminates open gap (breach, stress concentration) on the inside of U rib and between top board first, avoids outside single-sided welding
When the saturating weldering defect that causes because of U rib root face foozle, next increased section of weld joint product, furthermore double weld seam centres of form and U rib
The floor centre of form is corresponded to substantially.Therefore the bonding strength between U rib and top board is improve using welding by both sides, significantly improves weld seam and weldering
Seam position steel facing and the stress performance of U rib, are particularly conducive to improve steel facing and its U intercostal under local automobile, aircraft wheel load
The fatigue performance of welding position.
Content of the invention
The purpose of this utility model is the two-sided welding structure of U rib of putting more energy into that there are provided a kind of orthotropic stiffener, structure
Make simply, easy to implement, the weld seam of orthotropic plate structure and the stress performance of weld seam position steel facing and U rib is improved,
The weld strength between U rib and top board is improve, improves steel facing and its U intercostal welding position under local automobile, aircraft wheel load
Fatigue performance.
In order to realize above-mentioned purpose, the utility model is employed the following technical solutions：
A kind of two-sided welding structure of U rib of putting more energy into of orthotropic stiffener, it by steel facing, U rib of putting more energy into, outside angle welding,
Inner side angle welding composition, it is characterised in that：Which puts more energy into two-sided using inner side angle welding, outside angle welding between U rib and steel facing
The connection of weldering, its are put more energy into using inner side angle welding, the connection of outside angle welding welding by both sides between U rib and steel facing, more existing
Orthotropic U rib stiffened steel plates technology increased inner side angle welding only with outside one-side-filled angle weld.
Described outside angle welding between U rib and steel facing of putting more energy into is main stress weld seam, described put more energy into U rib and steel facing
Between inner side angle welding supplemented by help stress weld seam.
Described put more energy between U rib and steel facing outside angle welding must bevel to meet wanting for fusion penetration degree >=70%
Ask, and retain root face size >=1.5mm, inner side angle welding square groove, it is desirable to put more energy into before welding between U rib 1 and steel facing 2 to the greatest extent
May be closely connected, its gap requires≤1mm in principle.
Its steel facing of orthotropic stiffener and longitudinal and transverse ribbed stiffener are all using the structural steel that solderability is good.Orthotropic adds
Strength plate, its connected mode that puts more energy between U rib and steel facing using medial and lateral welding by both sides.In view of outer side weld welding and inspection
It is convenient to survey, technology maturation, and outside welding seam design is main stress weld seam (>=70% penetration rate groove weld) by the utility model, interior
Side weld is auxiliary stress weld seam；Outer side weld sets groove, and root face size >=1.5mm is put more energy into during welding between U rib and steel facing
As closely connected as possible, its gap≤1mm, the two require to be to ensure that the quality of weld joint on inner side；U rib height of putting more energy into typically exists
290-310mm, width 290-310mm suitable for reading, lower bottom width 170-190mm, U rib weld joint on inner side welding and detection narrow space, pass
System craft and machine cannot all be operated, and the utility model requires U rib weld joint on inner side welding, detection and defect repair using miniaturization
Modern intelligent robot is completing.
This compared with prior art, with advantages below and effect：
(1) increase U rib weld joint on inner side, the open gap and between top board on the inside of U rib is eliminated, on the one hand eliminate local
Stress concentration effect, on the other hand avoids the saturating weldering defect caused during the single-sided welding of outside because of U rib root face foozle.
(2) in the case of structure external applied load identical, increase U rib weld joint on inner side, total section of weld joint product is accordingly increased, relatively
Only single welding when section of weld joint stress significantly reduce.
(3) in the case of structure external applied load identical, increase U rib weld joint on inner side so that the one side of double weld seam centres of form and U rib
The floor centre of form is corresponded to substantially, significantly reduces the additional bending stress of steel facing and U rib side plate at this.
(4) theoretical calculation and current test achievement show, the U rib of putting more energy into of steel construction orthotropic stiffener is using this practicality
The more traditional single welding connection of novel two-sided weldering connection, U rib of putting more energy into are permissible with the resistance to dynamic load fatigue life of steel facing connecting portion
Improve 1.0 times.
Description of the drawings
Fig. 1 is a kind of U rib welding by both sides connecting structure schematic diagram of putting more energy into of steel construction orthotropic stiffener.
Fig. 2 is the A enlarged diagram in Fig. 1.
Wherein：1- steel facing, 2- put more energy into U rib, the first outside of 3-1- angle welding, the second outside of 3-2- angle welding, 4-1-
One inner side angle welding, the second inner side of 4-2- angle welding.
Specific embodiment
Below in conjunction with the accompanying drawings 1 and specific embodiment the utility model is described in further detail.
Embodiment 1：
According to Fig. 1, Fig. 2, a kind of two-sided welding structure of U rib of putting more energy into of orthotropic stiffener, it by steel facing 1, plus
Strength U rib 2, the first outside angle welding 3-1, the second outside angle welding 3-2, the first inner side angle welding 4-1, the second inner side angle welding 4-
2 compositions, it is characterised in that：Described puts more energy into using the first inner side angle welding 4-1, the first lateral angle between U rib 2 and steel facing 1
The connection of weld seam 3-1 welding by both sides, puts more energy into using the second inner side angle welding 4-2, the second outside angle welding between U rib 2 and steel facing 1
The connection of 3-2 welding by both sides, more existing orthotropic U rib stiffened steel plates technology increased inner side only with outside one-side-filled angle weld
Angle welding, significantly improves put more energy into U rib and the fatigability of resistance to dynamic load of steel facing connecting portion of steel construction orthotropic stiffener
Energy.
Described put more energy into the first outside angle welding 3-1 between U rib 2 and steel facing 1, the second outside angle welding 3-2 is that master receives
Power weld seam, described put more energy into the first inner side angle welding 4-1 between U rib 2 and steel facing 1, the second inner side angle welding 4-2 are received for auxiliary
Power weld seam.
Described putting more energy between U rib 2 and steel facing 1 passes through the first outside angle welding 3-1, the second outside angle welding 3-2 must
Must bevel to meet the requirement of fusion penetration degree >=70%, and retain root face size >=1.5mm, the first inner side angle welding 4-1, second
Inner side angle welding 4-2 square groove, it is desirable to put more energy into before welding as closely connected as possible between U rib 2 and steel facing 1, its gap is in principle
Requirement≤1mm.The utility model increased angle welding on the inside of U rib, put more energy into U rib so as to substantially improve orthotropic stiffened steel plates
With the performance of steel facing welding position opposing dynamic load fatigue, the antifatigue durable of steel construction orthotropic stiffener is remarkably improved
Property, it is adaptable to the carrier-borne aircraft landing deck of the runway steel bridge deck of science of bridge building and Shipping engineering.
(1) steel facing 1 is structural steel, and its rolling thickness answers >=14mm, performance and machining accuracy meet country and traffic
The relevant industries standard such as Department of Transportation；
(2) U rib 2 of putting more energy into be structural steel, its thickness should >=6mm, highly >=250mm, width >=250mm suitable for reading or so, go to the bottom
Width >=150mm, roll forming, performance and machining accuracy should meet the relevant industries standard such as country and Department of Transportation, special
While processing U rib both sides groove on CNC milling machine, it is desirable to root face size >=1.5mm；
(3) arrangement is positioned on steel facing 1 by design requirement to put more energy into U rib 2, put more energy between U rib 2 and steel facing 1 as far as possible
Closely connected, its gap≤1mm；
(4), after U rib 2 of putting more energy into is positioned on steel facing 1, first inner side welding, by design requirement and related weld inspection code
Weldquality is checked, unqualified weld seam is repaired；
(5) U rib weld joint on inner side after the assay was approved, then to the outside welding between U rib 2 and steel facing 1 of putting more energy into, by design requirement
Weldquality is checked with related weld inspection code.
Claims (5)
1. the two-sided welding structure of U rib of putting more energy into of a kind of orthotropic stiffener, it is by steel facing (1), U rib (2) of putting more energy into, the first outside
Angle welding (3-1), the second outside angle welding (3-2), the first inner side angle welding (4-1), the second inner side angle welding (4-2) composition,
It is characterized in that：Put more energy into using the first inner side angle welding (4-1), the first outside angle welding (3- between U rib (2) and steel facing (1)
1) connection of welding by both sides, puts more energy into using the second inner side angle welding (4-2), the second outside fillet welding between U rib (2) and steel facing (1)
The connection of seam (3-2) welding by both sides.
2. the two-sided welding structure of U rib of putting more energy into of a kind of orthotropic stiffener according to claim 1, it is characterised in that：Institute
Putting more energy between U rib (2) and steel facing (1) for stating is connected by the first outside angle welding (3-1), the second outside angle welding (3-2).
3. the two-sided welding structure of U rib of putting more energy into of a kind of orthotropic stiffener according to claim 1, it is characterised in that：Institute
Putting more energy between U rib (2) and steel facing (1) for stating is connected by the first inner side angle welding (4-1), the second inner side angle welding (4-2).
4. the two-sided welding structure of U rib of putting more energy into of a kind of orthotropic stiffener according to claim 1, it is characterised in that：Institute
Put more energy into the first outside angle welding (3-1) between U rib (2) and steel facing (1), the second outside angle welding (3-2) bevel that states, melts
Depth >=70%, root face size >=1.5mm.
5. the two-sided welding structure of U rib of putting more energy into of a kind of orthotropic stiffener according to claim 1, it is characterised in that：Institute
The first inner side angle welding (4-1) for stating, the second inner side angle welding (4-2) square groove, put more energy between U rib (2) and steel facing (1)
Closely connected, its gap≤1mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620855343.0U CN205998094U (en) | 2016-08-09 | 2016-08-09 | A kind of two-sided welding structure of U rib of putting more energy into of orthotropic stiffener |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620855343.0U CN205998094U (en) | 2016-08-09 | 2016-08-09 | A kind of two-sided welding structure of U rib of putting more energy into of orthotropic stiffener |
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| CN205998094U true CN205998094U (en) | 2017-03-08 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938510A (en) * | 2017-04-28 | 2018-04-20 | 重庆大学 | A kind of Orthotropic Steel Bridge Deck structure |
| CN109570708A (en) * | 2018-11-15 | 2019-04-05 | 中铁宝桥（扬州）有限公司 | A kind of orthotropic steel bridge deck U rib K-type connector complex welding method |
| CN111958573A (en) * | 2020-06-20 | 2020-11-20 | 中交第二公路勘察设计研究院有限公司 | Three-section type double-end mechanical arm synchronous adjusting device for U-rib internal elevation construction |
| CN113172358A (en) * | 2021-04-19 | 2021-07-27 | 南京润华建设集团有限公司 | Stiffening U rib double-side welding structure and method for orthotropic steel bridge deck |
| CN107938510B (en) * | 2017-04-28 | 2024-04-30 | 重庆大学 | Orthotropic steel bridge deck structure |
-
2016
- 2016-08-09 CN CN201620855343.0U patent/CN205998094U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938510A (en) * | 2017-04-28 | 2018-04-20 | 重庆大学 | A kind of Orthotropic Steel Bridge Deck structure |
| CN107938510B (en) * | 2017-04-28 | 2024-04-30 | 重庆大学 | Orthotropic steel bridge deck structure |
| CN109570708A (en) * | 2018-11-15 | 2019-04-05 | 中铁宝桥（扬州）有限公司 | A kind of orthotropic steel bridge deck U rib K-type connector complex welding method |
| CN111958573A (en) * | 2020-06-20 | 2020-11-20 | 中交第二公路勘察设计研究院有限公司 | Three-section type double-end mechanical arm synchronous adjusting device for U-rib internal elevation construction |
| CN113172358A (en) * | 2021-04-19 | 2021-07-27 | 南京润华建设集团有限公司 | Stiffening U rib double-side welding structure and method for orthotropic steel bridge deck |
| CN113172358B (en) * | 2021-04-19 | 2022-05-27 | 南京润华建设集团有限公司 | Stiffening U rib double-side welding structure and method for orthotropic steel bridge deck |
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| GR01 | Patent grant |