CN2768952Y - A luminium-titanium-steel lapping structure transit joint - Google Patents

A luminium-titanium-steel lapping structure transit joint Download PDF

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Publication number
CN2768952Y
CN2768952Y CN 200420077038 CN200420077038U CN2768952Y CN 2768952 Y CN2768952 Y CN 2768952Y CN 200420077038 CN200420077038 CN 200420077038 CN 200420077038 U CN200420077038 U CN 200420077038U CN 2768952 Y CN2768952 Y CN 2768952Y
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China
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steel
titanium
layer
aluminium
composite
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Expired - Fee Related
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CN 200420077038
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Chinese (zh)
Inventor
王承权
李荣锋
严进年
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Individual
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Abstract

The utility model relates to a metal connector, concretely an aluminum-titanium-steel lapping structure transit joint, which comprises three composite layers: an aluminum composite layer, a titanium composite layer and a steel composite layer. The utility model is characterized in that the aluminum layer is partially lapped and compounded integrally with the steel layer. The titanium layer is clamped between the aluminum layer and the steel layer. A lead angle alpha at both ends of a composite surface is more than or equal to 0 DEG and less than or equal to 90 DEG. The utility model has the advantages of reasonable structure and low weight within a unit length. The utility model can be adapted to the stress direction of materials and the joint, withstand and transfer equal load with a connector and avoid the phenomenon of stress concentration. The welding condition is easy to control. Quality of the composite surface after being welded can be guaranteed.

Description

Specification aluminium-titanium-steel bridging type structural transition joint
Technical field
The utility model relates to a kind of metal connecting elements, specifically a kind of aluminium-titanium-steel bridging type structural transition joint.
Background technology
In the manufacturing processing of big machinery such as boats and ships and transporting equipment, often need constructed of aluminium part and steel construction are partly coupled together, the type of attachment of aluminum current steel construction mainly contains two kinds: riveted joint and welding.Riveted joint because of make complexity, easily loosening, perishable and compactness difference is progressively replaced by a kind of structural transition joint.The transit joint that the general now aluminum steel that adopts connects mainly is to be made up of alloy aluminum+fine aluminium (titanium)+steel successively, as depicted in figs. 1 and 2.This transit joint is simple in structure, though it has solved the problem of easily loosening, perishable and compactness difference, and many defectives below this transit joint exists at aluminium, when steel welds:
1, to welding conditional request harshness, when aluminium+aluminium (titanium)+steel welds, pad only is the thickness of aluminium or steel apart from the distance of composite surface, if there is not the welding procedure of tight temperature monitoring and science strictness that interface temperature is controlled under the critical-temperature, will bring destruction to compound interface, thereby influence boundary strength and corrosion resistance.
2, when the joint composite surface is subjected to vertical tension, crackle is opened in generation.
3, transit joint is subjected to force direction and connector inconsistent.Sheet material direction intensity is vertically>laterally>and thickness direction, and aluminium, the steel capital of existing transit joint are that thickness direction is stressed, particularly under Fig. 2 condition, obviously belong to and do not wait strong the connection.
The utility model content
Technical problem to be solved in the utility model is the defective that exists at the said goods, provides a kind of aluminium-titanium-steel bridging type structural transition joint, to remedy the deficiency of existing product.
The technical solution of the utility model is achieved in that it comprises aluminium, titanium, three layers of composite bed of steel, it is characterized in that: aluminium lamination and the steel layer segment is overlapping is combined with each other, accompany one deck titanium layer in the middle of aluminium lamination and the steel layer, the lead angle α at composite surface two ends is 0 °≤α≤90 °.The length b of composite surface lap can be 10mm<b≤150mm; The total length L of described transit joint is L>50mm; The thickness T of steel layer and aluminium lamination 1, T 3Be 2mm-30mm; The thickness T of titanium layer 2Can be 0.5mm≤T 2≤ 5mm; The steel layer that the composite surface two ends are outstanding and the length a of aluminium lamination are 4mm<a≤150mm; The composite surface place of titanium layer and steel layer and aluminium lamination has one section circular arc respectively, and its arc radius R is 0.5mm≤R≤20mm.
The utility model has two sections combination circular arcs, its arc radius R respectively at the composite surface place of titanium layer and steel layer and aluminium lamination 1, R 2Be 0.5mm-20mm.
The utlity model has following advantage:
1, during the welding of it and alloy aluminum and steel structure, the interface critical-temperature is controlled easily, and the joint composite surface is not easy to destroy, and temperature control, welding procedure, execution conditions is required loose relatively, and welding back composite surface quality guarantees easily.
2, it has complied with the force direction that is subjected to of material and joint, can bear and transmit and be connected the load that member equates, has reached the unification of design and construction.
3, the utility model is rational in infrastructure, has avoided the stress concentration phenomenon, and the weight of unit length is low.
Description of drawings
Fig. 1, Fig. 2 are the structural representation of prior art products
Fig. 3 is a structural representation of the present utility model
Fig. 4 is the vertical view of Fig. 3
Fig. 5 is another embodiment figure of the present utility model
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described:
As shown in Figure 3, the utility model comprises aluminium, titanium, three layers of composite bed of steel, aluminium lamination 3 and steel layer 1 are overlapped and are combined with each other, and accompany one deck titanium layer 2 in the middle of aluminium lamination 3 and the steel layer 1, and the lead angle α at composite surface two ends is 0 °, 10 °, 20 °, 30 °, 45 °, 60 ° or 90 °.The length b of composite surface lap can be 10mm, 30mm, 50mm, 80mm, 100mm120mm or 150mm; The total length L of described transit joint is 50mm, 100mm, 200mm, 250mm, 4000mm or 500mm; The thickness T of steel layer 1 and aluminium lamination 3 1, T 3Be 2mm, 5mm, 10mm, 15mm, 20mm or 30mm; The thickness T of titanium layer 2 2Can be 0.5mm, 1mm, 3mm, 4mm or 5mm; The steel layer that the composite surface two ends are outstanding and the length a of aluminium lamination are 4mm, 10mm, 40mm, 70mm, 100mm120mm or 150mm; The composite surface place of titanium layer and steel layer and aluminium lamination has one section circular arc respectively, and its arc radius R is 0.5mm, 5mm, 10mm, 12.5mm, 15mm or 20mm.
As shown in Figure 5, the utility model also can have two sections combination circular arcs, its arc radius R at the composite surface place of titanium layer and steel layer and aluminium lamination respectively 1Can be 0.5mm, 5mm, 10mm, 12.5mm, 15mm or 20mm.R 2Can be 0.5mm, 5mm, 10mm, 12.5mm, 15mm or 20mm.

Claims (8)

1, a kind of aluminium-titanium-steel bridging type structural transition joint, it comprises aluminium, titanium, three layers of composite bed of steel, it is characterized in that: aluminium lamination and the steel layer segment is overlapping is combined with each other, accompany one deck titanium layer in the middle of aluminium lamination and the steel layer, the lead angle α at composite surface two ends is 0 °≤α≤90 °
2, according to a kind of aluminium-titanium-steel bridging type structural transition joint of claim 1, it is characterized in that: the length b of composite surface lap is 10mm<b≤150mm.
3, according to a kind of aluminium-titanium-steel bridging type structural transition joint of claim 1, it is characterized in that: the total length L of described transit joint is L>50mm.
4, according to a kind of aluminium-titanium-steel bridging type structural transition joint of claim 1, it is characterized in that: the thickness T of steel layer and aluminium lamination 1, T 3Be 2mm-30mm.
5, according to a kind of aluminium-titanium-steel bridging type structural transition joint of claim 1, it is characterized in that: the thickness T of titanium layer 2Be 0.5mm≤T 2≤ 5mm.
6, according to a kind of aluminium-titanium-steel bridging type structural transition joint of claim 1, it is characterized in that: the steel layer that the composite surface two ends are outstanding and the length a of aluminium lamination are 4mm<a≤150mm.
7, according to a kind of aluminium-titanium-steel bridging type structural transition joint of claim 1, it is characterized in that: the composite surface place of titanium layer and steel layer and aluminium lamination has one section circular arc respectively, and its arc radius R is 0.5mm-20mm.
8, according to a kind of aluminium-titanium-steel bridging type structural transition joint of claim 1, it is characterized in that: the composite surface place of titanium layer and steel layer and aluminium lamination has two sections combination circular arcs, its arc radius R respectively 1, R 2Be 0.5mm-20mm.
CN 200420077038 2004-10-21 2004-10-21 A luminium-titanium-steel lapping structure transit joint Expired - Fee Related CN2768952Y (en)

Priority Applications (1)

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CN 200420077038 CN2768952Y (en) 2004-10-21 2004-10-21 A luminium-titanium-steel lapping structure transit joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200420077038 CN2768952Y (en) 2004-10-21 2004-10-21 A luminium-titanium-steel lapping structure transit joint

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CN2768952Y true CN2768952Y (en) 2006-04-05

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102079012A (en) * 2010-12-07 2011-06-01 武汉大学 Method for preparing aluminum-steel connecting block
CN104907720A (en) * 2015-06-19 2015-09-16 安徽安凯汽车股份有限公司 Structure formed by splicing rectangular pipes in staggered mode
CN106513945A (en) * 2016-12-23 2017-03-22 洛阳双瑞金属复合材料有限公司 Overlap welding method using ultrathin aluminum-steel compound transition joint
CN110253118A (en) * 2019-07-12 2019-09-20 中船桂江造船有限公司 A kind of 917 steel plates+aluminium titanium steel composite material welding method
CN114007795A (en) * 2019-07-18 2022-02-01 株式会社神户制钢所 Method for producing dissimilar metal joined body, and dissimilar metal joined body

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102079012A (en) * 2010-12-07 2011-06-01 武汉大学 Method for preparing aluminum-steel connecting block
CN104907720A (en) * 2015-06-19 2015-09-16 安徽安凯汽车股份有限公司 Structure formed by splicing rectangular pipes in staggered mode
CN106513945A (en) * 2016-12-23 2017-03-22 洛阳双瑞金属复合材料有限公司 Overlap welding method using ultrathin aluminum-steel compound transition joint
CN110253118A (en) * 2019-07-12 2019-09-20 中船桂江造船有限公司 A kind of 917 steel plates+aluminium titanium steel composite material welding method
CN114007795A (en) * 2019-07-18 2022-02-01 株式会社神户制钢所 Method for producing dissimilar metal joined body, and dissimilar metal joined body
CN114007795B (en) * 2019-07-18 2023-09-12 株式会社神户制钢所 Method for producing dissimilar metal joined body and dissimilar metal joined body

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