CN109057017A - Weld bulb capsule tubular joint - Google Patents

Weld bulb capsule tubular joint Download PDF

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Publication number
CN109057017A
CN109057017A CN201810925946.7A CN201810925946A CN109057017A CN 109057017 A CN109057017 A CN 109057017A CN 201810925946 A CN201810925946 A CN 201810925946A CN 109057017 A CN109057017 A CN 109057017A
Authority
CN
China
Prior art keywords
welding
mobile jib
strut
transit part
intermediate transit
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.)
Pending
Application number
CN201810925946.7A
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Chinese (zh)
Inventor
陈振明
吴曦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Steel Structure Engineering Co Ltd
Original Assignee
China Construction Steel Structure Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Steel Structure Corp Ltd filed Critical China Construction Steel Structure Corp Ltd
Priority to CN201810925946.7A priority Critical patent/CN109057017A/en
Publication of CN109057017A publication Critical patent/CN109057017A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

The present invention provides a kind of welding bulb capsule tubular joints, it includes strut, intermediate transit part and mobile jib, the cross sectional shape perpendicular to wherein axis direction of intermediate transit part is circular ring shape, strut is welded on the outer circumference surface of intermediate transit part, mobile jib is welded on the end face along its length of intermediate transit part, the outer diameter of mobile jib is less than the outer diameter of intermediate transit part, and the outer diameter of strut is not more than the outer diameter of mobile jib.The welding bulb capsule tubular joint is by being arranged intermediate transit part in welding, when welding the strut of same diameter, since the outer diameter of intermediate transit part is greater than the outer diameter of mobile jib, increase the area that can be welded, it avoids strut arrangement close, reduces and hide weld seam, improve welding quality.

Description

Weld bulb capsule tubular joint
Technical field
The present invention relates to field of steel structure, in particular to a kind of welding bulb capsule tubular joint.
Background technique
Steel pipe has round tube and rectangular tube (containing square tube), and the connection type of steel-tube construction mainly uses tubular joint to connect shape Formula is a part important in steel-tube construction design.Welded K-joint of steel tubular can be called direct welding node again, junction not Same rod piece connection is also different, what two supervisors at node both ends often penetrated through, other branch pipes are then directly welded at The outside face of the supervisor of perforation, these rod pieces have all carried out cutting processing to the intersection of its end.
Tubular joint can be divided into two major classes by geometric format: plane node and space nodes.The axis of all pipe fittings It is in or be nearly all in approximately the same plane is plane node, and the relative space position of branch pipe and supervisor is not entirely same A plane is space nodes.
In addition, the node for being usually used in steel-tube construction further includes welded spherical node and cast steel node.Welded spherical node is by steel Hollow sphere or pipe are formed with steel-pipe welding, its weld seam includes ball node and two kinds of pipe node.Cast steel node is whole in factory Casting, relative to welded spherical node and welded still pipe tubular joint, caused by intersection cutting and overlapping weld seam welding can be removed from Stress is concentrated.
Inventor has found that traditional welding for steel structure node at least has the following disadvantages: under study for action
One, multitube intersection, there are branch pipe multistage overlap joints to sew up, and hidden weld seam is too many, and pipe structure assembly progress is slower, work Imitate lower, quality is difficult to guarantee;
Secondly, cannot be reinforced inside pipe, ultimate bearing capacity of joints reinforce it is relatively difficult, construct it is cumbersome.
Summary of the invention
The purpose of the present invention is to provide a kind of welding bulb capsule tubular joints, to improve traditional welding for steel structure phase Passing through node has weld seam overlap joint, poor welding quality.
The embodiment of the present invention is achieved in that
Based on above-mentioned purpose, the present invention provides a kind of welding bulb capsule tubular joints comprising has:
Strut,
Intermediate transit part, the cross sectional shape perpendicular to wherein axis direction of the intermediate transit part is circular ring shape, described Strut is welded on the outer circumference surface of the intermediate transit part,
Mobile jib, the mobile jib are welded on the end face along its length of the intermediate transit part, outside the mobile jib Diameter is less than the outer diameter of the intermediate transit part, and the outer diameter of the strut is not more than the outer diameter of the mobile jib.
In preferred embodiments of the present invention, the intermediate transit part includes intermediate linkage section and connects positioned at the centre The hemispherical Shell section of the evagination at section both ends is connect, the hemispherical Shell section and the intermediate linkage section are fixedly connected, the intermediate linkage section The cross sectional shape perpendicular to wherein axis direction be circular ring shape, the strut is welded on the intermediate linkage section, the master Bar is welded in the hemispherical Shell section.
In preferred embodiments of the present invention, the intermediate linkage section and the hemispherical Shell section are welded.
In preferred embodiments of the present invention, the welding bulb capsule tubular joint further includes stiffener, described to put more energy into Plate is welded on the intermediate linkage section, and the weld seam between the stiffener and the intermediate linkage section is rounded.
In preferred embodiments of the present invention, the stiffener is located at the middle position of the length direction of the intermediate linkage section It sets.
In preferred embodiments of the present invention, the welding bulb capsule tubular joint further includes two pieces of stiffeners, and two pieces The stiffener is respectively welded at the intermediate linkage section and the link position of the hemispherical Shell section.
In preferred embodiments of the present invention, the cross sectional shape of the mobile jib can be with annulus, straight-flanked ring or special-shaped ring.
In preferred embodiments of the present invention, the mobile jib and the intermediate transit part are coaxially disposed.
In preferred embodiments of the present invention, the mobile jib is provided with two, and two mobile jibs are respectively welded at described In the both ends of the surface of intermediate transit part.
In preferred embodiments of the present invention, the strut is rectangular steel tube or round steel pipe.
The beneficial effect of the embodiment of the present invention is:
In conclusion the embodiment of the invention provides a kind of welding bulb capsule tubular joint, it is simple and reasonable, just In manufacture process, installation with it is easy to use, meanwhile, the welding bulb capsule tubular joint by weld when intermediate transit is set Part, when welding the strut of same diameter, since the outer diameter of intermediate transit part is greater than the outer diameter of mobile jib, increasing can be welded Area avoids strut arrangement close, reduces and hide weld seam, improve welding quality.It is specific as follows:
Welding bulb capsule tubular joint provided in this embodiment, compared to the periphery that traditional strut is directly welded at mobile jib On face, for the present embodiment by the way that mobile jib to be welded on intermediate transit part, strut, which is welded on intermediate transit part, realizes mobile jib With being fixedly connected for strut, the outer diameter of intermediate transit part is greater than the outer diameter of mobile jib, such structure design, and strut is welded on centre When on adapter, since the surface area on intermediate transit part is big, it can the area of welding is big, and the arrangement of strut is more reasonable, It is less prone to the case where more struts mutually recline, is not easy to exist and hides weld seam.Simultaneously as the bonding area of intermediate transit part Greatly, operate more convenient when strut welds, quality is higher in welding process.Further, since the bonding area of intermediate transit part is big, After strut is welded on intermediate transit part, the ratio that the weld seam area of strut and intermediate transit part accounts for entire bonding area subtracts It is small, in this way, entire welded intensity improves, it is hardly damaged, use is more safe and reliable.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached Figure is briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not construed as pair The restriction of range for those of ordinary skill in the art without creative efforts, can also be according to this A little attached drawings obtain other relevant attached drawings.
Fig. 1 is the schematic diagram of the welding bulb capsule tubular joint of the embodiment of the present invention;
Fig. 2 is the side schematic view of the welding bulb capsule tubular joint of the embodiment of the present invention;
Fig. 3 is the intermediate transit part of the embodiment of the present invention and the schematic diagram of stiffener;
Fig. 4 is the intermediate transit part of the embodiment of the present invention and the distressed structure schematic diagram of stiffener.
Icon: 100- strut;200- intermediate transit part;Linkage section among 210-;220- hemispherical Shell section;300- master Bar;400- stiffener.
Specific embodiment
Traditional steel construction piece in the welding process, directly in mobile jib external welding strut, due to the quantity of strut, arrangement position Etc. factors, cause strut there are mutual extrusion, recline the case where, in this way, operation is extremely inconvenient when welding, and in welding process easily There is hiding weld seam, reduces welding quality.Meanwhile the length of mobile jib is longer, is unfavorable for that reinforcement structure is arranged inside mobile jib, Integral strength is low.
In consideration of it, inventor devises a kind of welding bulb capsule tubular joint, the welding bulb capsule tubular joint is logical It crosses and intermediate transit part is set in welding, when welding the strut of same diameter, since the outer diameter of intermediate transit part is greater than mobile jib Outer diameter, increase the area that can be welded, avoid strut arrangement close, reduce and hide weld seam, improve welding quality.
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is A part of the embodiment of the present invention, instead of all the embodiments.The present invention being usually described and illustrated herein in the accompanying drawings is implemented The component of example can be arranged and be designed with a variety of different configurations.
Therefore, the detailed description of the embodiment of the present invention provided in the accompanying drawings is not intended to limit below claimed The scope of the present invention, but be merely representative of selected embodiment of the invention.Based on the embodiments of the present invention, this field is common Technical staff's every other embodiment obtained without creative efforts belongs to the model that the present invention protects It encloses.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical", The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, or be somebody's turn to do Invention product using when the orientation or positional relationship usually put, be merely for convenience of description of the present invention and simplification of the description, without It is that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, therefore not It can be interpreted as limitation of the present invention.In addition, term " first ", " second ", " third " etc. are only used for distinguishing description, and cannot manage Solution is indication or suggestion relative importance.
In addition, the terms such as term "horizontal", "vertical", " pendency " are not offered as requiring component abswolute level or pendency, and It is that can be slightly tilted.It is not to indicate the structure if "horizontal" only refers to that its direction is more horizontal with respect to for "vertical" It has to fully horizontally, but can be slightly tilted.
In the description of the present invention, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " setting ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be fixedly connected, may be a detachable connection or one Connect to body;It can be mechanical connection, be also possible to be electrically connected;It can be directly connected, it can also be indirect by intermediary It is connected, can be the connection inside two elements.For the ordinary skill in the art, on being understood with concrete condition State the concrete meaning of term in the present invention.
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the present invention can phase Mutually combination.
Embodiment
Fig. 1-Fig. 4 is please referred to, a kind of welding bulb capsule tubular joint is present embodiments provided, can apply in steel knot In framework welding structure, convenience for construction when welding for steel structure is greatly improved, and improve welded structural strength.
Welding bulb capsule tubular joint provided in this embodiment comprising have:
Strut 100,
Intermediate transit part 200, the cross sectional shape perpendicular to wherein axis direction of the intermediate transit part 200 are annulus Shape, the strut 100 are welded on the outer circumference surface of the intermediate transit part 200,
Mobile jib 300, the mobile jib 300 is welded on the end face along its length of the intermediate transit part 200, described The outer diameter of mobile jib 300 is less than the outer diameter of the intermediate transit part 200, and the outer diameter of the strut 100 is no more than the mobile jib 300 Outer diameter.
It is directly welded on the outer peripheral surface of mobile jib 300 compared to traditional strut 100, the present embodiment is by welding mobile jib 300 It connects on intermediate transit part 200, strut 100, which is welded on intermediate transit part 200, realizes consolidating for mobile jib 300 and strut 100 Fixed connection, since the outer diameter of intermediate transit part 200 is greater than the outer diameter of mobile jib 300, such structure design, strut 100 is welded on When on intermediate transit part 200, since the surface area on intermediate transit part 200 is big, it can the area of welding is big, strut 100 It is more reasonable to arrange, and is less prone to the case where more struts 100 mutually recline, and is not easy to exist and hides weld seam.Simultaneously as intermediate The bonding area of adapter 200 is big, and strut 100 operates more convenient when welding, and quality is higher in welding process.Further, since The bonding area of intermediate transit part 200 is big, and after strut 100 is welded on intermediate transit part 200, strut 100 and centre turn The ratio that the weld seam area of fitting 200 accounts for entire bonding area reduces, in this way, entire welded intensity improves, not rapid wear Bad, use is more safe and reliable.
It should be noted that traditional welding manner is, strut 100 is directly welded on the outer peripheral surface of mobile jib 300, generally In steel frame, the length of mobile jib 300 is longer, and the length of mobile jib 300 can be from several meters to tens meter, therefore, by strut 100 when being welded on mobile jib 300, and due to the arrangement position of strut 100, the influence of quantity will lead to strut 100 and gather in mobile jib On 300, after strut 100 and 300 related subgroup of mobile jib, the weld seam area on mobile jib 300 is big, i.e., the face being destroyed on mobile jib 300 Product is big, in this way, will be greatly reduced the intensity of mobile jib 300, and then influences entire welded intensity.Obviously, such weldering Binding structure is that it is impossible to meet construction requirements.
And welding bulb capsule tubular joint provided in this embodiment, by the way that intermediate transit part 200 is arranged, in welding strut 100 and when mobile jib 300, strut 100 and mobile jib 300 are welded on intermediate transit part 200, outer due to intermediate transit part 200 Diameter is greater than the outer diameter of mobile jib 300, that is, the surface area of the outer peripheral surface of intermediate transit part 200 is greater than in the case where equal length The surface area of mobile jib 300, in this way, available bonding area increase when welding of strut 100, welds same size, same number Strut 100 when, arrangement of the strut 100 on intermediate transit part 200 is more reasonable, and operating space increases when welding, improves weldering The convenience connect.Simultaneously as the outer peripheral surface area of intermediate transit part 200 is bigger, strut 100 is welded on intermediate transit part 200 After upper, the area of the weld seam formed between strut 100 and intermediate transit part 200 accounts for the bonding area of entire intermediate transit part 200 Ratio it is small, the intensity of intermediate transit part 200 is higher, and the structural strength of entire steel construction is higher, long service life.
In the present embodiment, intermediate transit part 200 is steel construction piece, and the structural strength of intermediate transit part 200 is high, convenient for weldering It connects, is hardly damaged after welding.Intermediate transit part 200 includes intermediate linkage section 210 and two hemispherical Shell sections 220, and centre connects Connecing section 210 is lengths of steel pipes, and the cross sectional shape of lengths of steel pipes is circular ring shape, and the wall thickness of lengths of steel pipes is arranged on demand, is not less than 300 He of mobile jib The greater of wall thickness in 100 the two of strut, can be realized the welding of mobile jib 300, strut 100 and intermediate transit part 200 in this way, protect Demonstrate,prove weld strength and rigidity.Each hemispherical Shell section 220 is steel hemispherical Shell, the port of hemispherical Shell section 220 and intermediate linkage section 210 Port match, each hemispherical Shell section 220 are welded on the end face of intermediate linkage section 210.After the completion of hemispherical Shell section 220 is welded, two A hemispherical Shell section 220 protrudes two end faces setting of intermediate linkage section 210 respectively, is formed and is used in the arcuate surface of hemispherical Shell section 220 In the welding cambered surface of welding mobile jib 300.
During actual welding, mobile jib 300 is welded on the arcuate surface of hemispherical Shell section 220, and mobile jib 300 can be with centre Linkage section 210 is coaxially disposed, and can also have certain angle with intermediate linkage section 210.Further, mobile jib 300 is provided with Two, two mobile jibs 300 are respectively welded on the arcuate surface of two hemispherical Shell sections 220.Two mobile jibs 300, intermediate linkage section 210 Coaxial arrangement, overall structure is regular, convenient for welding.Due to the structure type of hemispherical Shell section 220, in mobile jib 300 and hemispherical Shell section When 220 welding, the port of mobile jib 300 can be connected on the arcuate surface of hemispherical Shell section 220, contact of the mobile jib 300 with arcuate surface Closely, welding quality is high.
It should be noted that mobile jib 300 can be round tube, rectangular tube or rectangular tube etc., shape tube can also be, according to Processing is needed, herein without specifically limiting.It should be noted that strut 100 can be round tube, rectangular tube or rectangular Pipe etc..
In the present embodiment, since mobile jib 300 is welded and fixed with strut 100 by intermediate transit part 200, mobile jib 300 It is located on intermediate transit part 200 with the welding position of intermediate transit part 200, the welding position of strut 100 and intermediate transit part 200 On intermediate transit part 200, the weld seam area on intermediate transit part 200 is big, easily influences the structure of intermediate transit part 200 in this way Therefore intensity when welding strut 100 and mobile jib 300, stiffener 400 is arranged inside intermediate transit part 200, greatly improves The structural strength of intermediate transit part 200 also improves the intensity of integral solder structure.
In one optional embodiment of the present embodiment, stiffener 400 is provided with one piece, and stiffener 400 is circular slab, puts more energy into The outer diameter of plate 400 is equal with the intermediate internal diameter of linkage section 210 or the outer diameter of stiffener 400 than intermediate linkage section 210 internal diameter Slightly larger, stiffener 400 is connected in intermediate linkage section 210, in the state of interference fit.The setting of stiffener 400 is connected in centre At the medium position of the length direction of section 210, the plate face of stiffener 400 adds perpendicular to the central axes direction of intermediate linkage section 210 Strength plate 400 is welded and fixed with intermediate linkage section 210, and stiffener 400 and the weld seam of intermediate linkage section 210 are rounded.
In another optional embodiment of the present embodiment, stiffener 400 is provided with two pieces, and stiffener 400 is circular slab, adds The outer diameter of strength plate 400 is equal with the intermediate internal diameter of linkage section 210 or the outer diameter of stiffener 400 is than in intermediate linkage section 210 Diameter is slightly larger, and stiffener 400 is connected in intermediate linkage section 210, in the state of interference fit.Two pieces of stiffeners 400 are respectively set At intermediate linkage section 210 and the link position of hemispherical Shell section 220, the plate face of stiffener 400 is perpendicular to intermediate linkage section 210 Central axes direction, stiffener 400 are welded and fixed with intermediate linkage section 210, and stiffener 400 and the weld seam of intermediate linkage section 210 are in It is round.
By realizing being fixedly connected for mobile jib 300 and strut 100 using intermediate transit part 200, in intermediate transit part 200 Stiffener 400 can also be arranged to enhance the structural strength of integrated steel-structure part in portion, improve the intensity of entire steel welding construction, It is safe and reliable.
Welding bulb capsule tubular joint provided in this embodiment has the advantages that
1, the multistage overlap joint for avoiding multitube intersection from generating sews up, hidden weld seam is more, pipe structure assembly progress relatively slowly, work efficiency compared with The problems such as low, guarantees quality;2, it realizes and is reinforced inside pipe, and then improve ultimate bearing capacity of joints, it is convenient to construct.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field For art personnel, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any to repair Change, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.

Claims (10)

1. a kind of welding bulb capsule tubular joint, which is characterized in that it includes:
Strut,
Intermediate transit part, the cross sectional shape perpendicular to wherein axis direction of the intermediate transit part are circular ring shape, the strut It is welded on the outer circumference surface of the intermediate transit part,
Mobile jib, the mobile jib are welded on the end face along its length of the intermediate transit part, and the outer diameter of the mobile jib is small In the outer diameter of the intermediate transit part, the outer diameter of the strut is not more than the outer diameter of the mobile jib.
2. welding bulb capsule tubular joint according to claim 1, which is characterized in that during the intermediate transit part includes Between the hemispherical Shell section of linkage section and the evagination positioned at the intermediate linkage section both ends, the hemispherical Shell section and described intermediate connect Section is fixedly connected, and the cross sectional shape perpendicular to wherein axis direction of the intermediate linkage section is circular ring shape, the strut welding On the intermediate linkage section, the mobile jib is welded in the hemispherical Shell section.
3. welding bulb capsule tubular joint according to claim 2, which is characterized in that the intermediate linkage section with it is described The welding of hemispherical Shell section.
4. welding bulb capsule tubular joint according to claim 2, which is characterized in that the welding bulb capsule mutually passes through Node further includes stiffener, and the stiffener is welded on the intermediate linkage section, the stiffener and the intermediate linkage section Between weld seam it is rounded.
5. welding bulb capsule tubular joint according to claim 4, which is characterized in that the stiffener is located in described Between linkage section length direction medium position.
6. welding bulb capsule tubular joint according to claim 2, which is characterized in that the welding bulb capsule mutually passes through Node further includes two pieces of stiffeners, and two pieces of stiffeners are respectively welded at the company of the intermediate linkage section Yu the hemispherical Shell section It connects at position.
7. welding bulb capsule tubular joint according to claim 1 to 6, which is characterized in that the mobile jib Cross sectional shape can be with annulus, straight-flanked ring or special-shaped ring.
8. welding bulb capsule tubular joint according to claim 1 to 6, which is characterized in that the mobile jib It is coaxially disposed with the intermediate transit part.
9. welding bulb capsule tubular joint according to claim 8, which is characterized in that the mobile jib is provided with two, Two mobile jibs are respectively welded in the both ends of the surface of the intermediate transit part.
10. welding bulb capsule tubular joint according to claim 1, which is characterized in that the strut is rectangular steel tube Or round steel pipe.
CN201810925946.7A 2018-08-14 2018-08-14 Weld bulb capsule tubular joint Pending CN109057017A (en)

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Application Number Priority Date Filing Date Title
CN201810925946.7A CN109057017A (en) 2018-08-14 2018-08-14 Weld bulb capsule tubular joint

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CN109057017A true CN109057017A (en) 2018-12-21

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111663663A (en) * 2020-05-20 2020-09-15 浙大城市学院 Non-central intersection stiffening bulb tube node of multi-rod space tube truss and application
CN116220195A (en) * 2023-05-08 2023-06-06 山西六建集团有限公司 Welded hollow ball joint and processing method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1062356A1 (en) * 1981-09-15 1983-12-23 Golikov Sergej P Matching joint of upper belts of intersecting trusses of multilevel structures
CN203961028U (en) * 2014-07-22 2014-11-26 湖北鸿路钢结构有限公司 A kind of high-intensity solder sphere and truss connected node
CN204282545U (en) * 2014-11-03 2015-04-22 中南建筑设计院股份有限公司 The cast steel node device of a kind of space tube truss supporting place
CN205421558U (en) * 2016-03-16 2016-08-03 天津大学 Through steel pipe truss welded hollow spherical joint of chord member
CN205894286U (en) * 2016-08-18 2017-01-18 安徽富煌建筑设计研究有限公司 Prestressed cable body ground tackle ball joint point
CN209082695U (en) * 2018-08-14 2019-07-09 中建钢构有限公司 Weld bulb capsule tubular joint

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1062356A1 (en) * 1981-09-15 1983-12-23 Golikov Sergej P Matching joint of upper belts of intersecting trusses of multilevel structures
CN203961028U (en) * 2014-07-22 2014-11-26 湖北鸿路钢结构有限公司 A kind of high-intensity solder sphere and truss connected node
CN204282545U (en) * 2014-11-03 2015-04-22 中南建筑设计院股份有限公司 The cast steel node device of a kind of space tube truss supporting place
CN205421558U (en) * 2016-03-16 2016-08-03 天津大学 Through steel pipe truss welded hollow spherical joint of chord member
CN205894286U (en) * 2016-08-18 2017-01-18 安徽富煌建筑设计研究有限公司 Prestressed cable body ground tackle ball joint point
CN209082695U (en) * 2018-08-14 2019-07-09 中建钢构有限公司 Weld bulb capsule tubular joint

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111663663A (en) * 2020-05-20 2020-09-15 浙大城市学院 Non-central intersection stiffening bulb tube node of multi-rod space tube truss and application
CN116220195A (en) * 2023-05-08 2023-06-06 山西六建集团有限公司 Welded hollow ball joint and processing method thereof

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Address after: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province

Applicant after: China Construction Engineering Group Co.,Ltd.

Address before: Room 2701, 27th floor, Zhongjian Steel Building, 3331 Yuehai Street Center Road, Nanshan District, Shenzhen City, Guangdong Province, 518000

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TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20221110

Address after: Room 1908, Chengtou Xin Times Building, No. 2009, Pingshan Avenue, Liulian Community, Pingshan Street, Pingshan District, Shenzhen 518000

Applicant after: China Construction Steel Engineering Co.,Ltd.

Address before: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province

Applicant before: China Construction Engineering Group Co.,Ltd.