CN107060078A - A kind of aluminum joints used to wearing bolts assemblies space structure - Google Patents
A kind of aluminum joints used to wearing bolts assemblies space structure Download PDFInfo
- Publication number
- CN107060078A CN107060078A CN201710056375.3A CN201710056375A CN107060078A CN 107060078 A CN107060078 A CN 107060078A CN 201710056375 A CN201710056375 A CN 201710056375A CN 107060078 A CN107060078 A CN 107060078A
- Authority
- CN
- China
- Prior art keywords
- rectangle
- hexagonal prism
- rod member
- joint
- space structure
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1906—Connecting nodes specially adapted therefor with central spherical, semispherical or polyhedral connecting element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B2001/1921—Connecting nodes specially adapted therefor with connecting nodes having radial connecting stubs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of aluminum joints used to wearing bolts assemblies space structure, it is related to a kind of space structure aluminum joints, many to solve existing space structural al alloy node bolt quantity, the problem of being unfavorable for construction, less stable.The present invention includes hexagonal prism, six rectangle joints, six rectangle rod members, several bolts and several nuts, the cross section of the hexagonal prism is regular hexagon, six sides of six rectangle joints and hexagonal prism are corresponded, rectangle joint is set perpendicular to side, and rectangle joint is integrated with hexagonal prism casting, rectangle joint is provided with two tab through-holes, six rectangle rod members and six rectangle joints are corresponded, rectangle rod member is sleeved on rectangle joint, rectangle rod member is provided with two rod member through holes, bolt passes through rod member through hole, it is connected after tab through-hole with nut thread, the center line of the rectangle joint length direction is overlapped with the center line of rectangle rod member length direction.The present invention is used for large-span space structure assembly connection.
Description
Technical field
The present invention relates to a kind of space structure aluminum joints, and in particular to one kind is using to wearing bolts assemblies space structure
Aluminum joints, belong to field of civil engineering.
Background technology
It is all that aluminum alloy materials have that high-strength light, corrosion resistance be good, processing characteristics, reflectivity are high and color and luster is attractive in appearance etc.
Many advantages.Aluminium alloy can obtain the section bar in Various Complex section by extrusion forming technology, therefore be applied to more and more
Building structure field, is especially suitable for greenhouse of flora park, natatorium, rink and Petroleum Storage Tank etc. higher to requirement for anticorrosion
Building.Free form surface structure does not limit to the Analytical Expression with conventional curved-surface due to it, and curved form is more imbued with fluctuations, no
Visual impact is only had more, structure stress is also more reasonable.Therefore in large-span space structure field, free form surface structure by
The concern arrived is increasingly extensive.At present, it is the U.S. to apply and study most common node in aluminium alloy single-layer latticed shell
The gusset-type joint of Temcor companies design.Such node is applied to I-shaped rod member, and the out of plane stiffness of rod member is smaller, stability
It is poor.Joint form is single to have become a big reason of limitation aluminum alloy latticed shell structure development, therefore has suitable aluminium yet-to-be developed
The clear and definite node that is reasonable, being easy to construction of property of alloy material, mode of transfer force.Publication No. CN104912203A, the applying date be
The application for a patent for invention on April 22nd, 2015 discloses a kind of aluminium alloy column gusset-type joint structure for space structure；The Shen
Rod member please uses I-steel, although the program can meet requirement of the different spaces network to rod member angle, the party
Each part connection of case is connected by screw bolts, and bolt quantity is too many, is unfavorable for construction, less stable.
The content of the invention
The present invention is more in order to solve existing space structural al alloy node bolt quantity, is unfavorable for construction, less stable
The problem of, it is proposed that a kind of aluminum joints used to wearing bolts assemblies space structure.
The present invention adopts the technical scheme that to solve above-mentioned technical problem：
A kind of aluminum joints used to wearing bolts assemblies space structure, its composition includes hexagonal prism, six rectangles
Joint, six rectangle rod members, several bolts and several nuts, the cross section of the hexagonal prism is regular hexagon, six rectangles
Six sides of joint and hexagonal prism are corresponded, and rectangle joint is set perpendicular to side, and rectangle joint and hexagonal prism
Casting is integrated, and rectangle joint is corresponded provided with two tab through-holes, six rectangle rod members and six rectangle joints, rectangle
Rod member is sleeved on rectangle joint, rectangle rod member provided with two rod member through holes, bolt pass through after rod member through hole, tab through-hole with
Nut thread is connected, and the center line of the rectangle joint length direction is overlapped with the center line of rectangle rod member length direction.
The present invention has the advantages that compared with prior art：
First, because the rectangle joint and hexagonal prism of the present invention are integrated casting and formed, there was only 12 on space structure
It is individual to wearing bolt connection so that joint structure is simple, is easy to construction, and stress performance is good；The nodes domains area of the present invention is small,
The latticed shell structure thus constituted can be made more penetrating.
2nd, method of the invention construction is convenient, speed of application is fast, construction quality is easily guaranteed that.
3rd, the present invention is applied to large-span space structure aluminium alloy assembling type node.
Brief description of the drawings
Fig. 1 is the overall structure stereogram of the present invention；
Fig. 2 is the position relationship stereogram of six rectangle joints 2 and hexagonal prism 1；
Fig. 3 is the structural perspective of rectangle rod member 3.
Embodiment
Embodiment one：Illustrate present embodiment with reference to Fig. 1~Fig. 3, present embodiment includes hexagonal prism 1, six
Individual rectangle joint 2, six rectangle rod members 3, several bolts 4 and several nuts, the cross section of hexagonal prism 1 is regular hexagon, six
Six side 1-1 of individual rectangle joint 2 and hexagonal prism 1 are corresponded, and rectangle joint 2 is set perpendicular to side 1-1, and rectangle
The casting of joint 2 and hexagonal prism 1 is integrated, and rectangle joint 2 is provided with two tab through-hole 2-1, six rectangle rod members 3 and six
Rectangle joint 2 is corresponded, and rectangle rod member 3 is sleeved on rectangle joint 2, and rectangle rod member 3 is provided with two rod member through hole 3-1,
Bolt 4 pass through rod member through hole 3-1, tab through-hole 2-1 after be connected with nut thread, the center line of the length direction of rectangle joint 2 and
The center line of the length direction of rectangle rod member 3 is overlapped.
Embodiment two：Illustrate present embodiment with reference to Fig. 1~Fig. 3, present embodiment is hexagonal prism 1, rectangle
Joint 2 and rectangle rod member 3 are aluminum alloy materials.Other compositions and annexation are identical with embodiment one.
Embodiment three：Illustrate present embodiment with reference to Fig. 1 and Fig. 2, present embodiment is the He of rectangle joint 2
Rectangle rod member 3 is hollow rectangle.Overall weight can be mitigated by so setting.Other compositions and annexation and specific implementation
Mode one or two is identical.
Embodiment four：Illustrate present embodiment with reference to Fig. 1 and Fig. 2, the hexagonal prism 1 of present embodiment is hollow
Prism.So setting can make latticed shell structure more light and handy penetrating, while also reducing dead load.Other compositions and annexation
It is identical with embodiment three.
Embodiment five：Illustrate present embodiment with reference to Fig. 1 and Fig. 2, present embodiment is the center of hexagonal prism 1
Provided with newel 1-2, the upper and lower end face of hexagonal prism 1 is respectively equipped with six gussets 1-3, six gusset 1-3 and regular hexagon
Six angles are corresponded, and gusset 1-3 one end is connected with hexagonal prism 1, and the gusset 1-3 other end is connected with newel 1-2,
Newel 1-2 and gusset 1-3 is made into integration with hexagonal prism 1.So it is set to increase the intensity of hexagonal prism 1.Other compositions
And annexation is identical with embodiment four.
Embodiment six：Illustrate present embodiment with reference to Fig. 1, present embodiment is the height and six of rectangle rod member 3
The height of prism 1 is equal.So setting is easy to the laying of roofing system to install.Other compositions and annexation and specific implementation
Mode five is identical.
Claims (6)
1. a kind of aluminum joints used to wearing bolts assemblies space structure, it is characterised in that：Described pair is worn bolts assemblies formula
Node includes hexagonal prism (1), six rectangle joints (2), six rectangle rod members (3), several bolts (4) and several nuts, institute
The cross section for stating hexagonal prism (1) is regular hexagon, six rectangle joints (2) and six sides (1-1) one of hexagonal prism (1)
One correspondence, rectangle joint (2) is set perpendicular to side (1-1), and rectangle joint (2) is integrated with hexagonal prism (1) casting, square
Shape joint (2) is corresponded provided with two tab through-holes (2-1), six rectangle rod members (3) with six rectangle joints (2), square
Shape rod member (3) is sleeved on rectangle joint (2), and rectangle rod member (3) passes through bar provided with two rod member through holes (3-1), bolt (4)
Part through hole (3-1), tab through-hole (2-1) are connected with nut thread afterwards, the center line and square of rectangle joint (2) length direction
The center line of shape rod member (3) length direction is overlapped.
2. a kind of aluminum joints used to wearing bolts assemblies space structure according to claim 1, it is characterised in that：
The hexagonal prism (1), rectangle joint (2) and rectangle rod member (3) are aluminum alloy materials.
3. a kind of aluminum joints used to wearing bolts assemblies space structure according to claim 1 or 2, its feature exists
In：The rectangle joint (2) and rectangle rod member (3) are hollow rectangle.
4. a kind of aluminum joints used to wearing bolts assemblies space structure according to claim 3, it is characterised in that：
The hexagonal prism (1) is hollow prism body.
5. a kind of aluminum joints used to wearing bolts assemblies space structure according to claim 4, it is characterised in that：
The center of the hexagonal prism (1) is provided with newel (1-2), and the upper and lower end face of hexagonal prism (1) is respectively equipped with six gusset (1-
3), six gussets (1-3) and six angles of regular hexagon are corresponded, and one end of gusset (1-3) connects with hexagonal prism (1)
Connect, the other end of gusset (1-3) is connected with newel (1-2), newel (1-2) and gusset (1-3) and hexagonal prism (1) one
It is made.
6. a kind of aluminum joints used to wearing bolts assemblies space structure according to claim 5, it is characterised in that：
The height of the rectangle rod member (3) is equal with the height of hexagonal prism (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710056375.3A CN107060078A (en) | 2017-01-25 | 2017-01-25 | A kind of aluminum joints used to wearing bolts assemblies space structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710056375.3A CN107060078A (en) | 2017-01-25 | 2017-01-25 | A kind of aluminum joints used to wearing bolts assemblies space structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107060078A true CN107060078A (en) | 2017-08-18 |
Family
ID=59599203
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710056375.3A Pending CN107060078A (en) | 2017-01-25 | 2017-01-25 | A kind of aluminum joints used to wearing bolts assemblies space structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107060078A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3123482A1 (en) * | 1981-06-13 | 1982-12-30 | Josef 7100 Heilbronn Serwe | Joint connection for a three-dimensional framework |
| JPS61242236A (en) * | 1985-02-13 | 1986-10-28 | ハインツ・シユルマン・ゲゼルシヤフト・ミツト・ベシユレンクテル・ハフツング | Three-dimensional skeletal |
| CN201221143Y (en) * | 2008-07-08 | 2009-04-15 | 上海信安幕墙建筑装饰有限公司 | Metal thin case frame connecting components |
| CN101982623A (en) * | 2010-10-22 | 2011-03-02 | 南京工业大学 | Strengthened bolt connecting joint for rectangular steel pipe column and inner sleeve of I-steel beam |
| US20110197378A1 (en) * | 2008-10-06 | 2011-08-18 | De La Chevrotiere Alexandre | Structural assemblies for constructing bridges and other structures |
| CN102251587A (en) * | 2011-05-13 | 2011-11-23 | 天津大学 | Inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node and manufacturing method thereof |
| CN104847015A (en) * | 2015-05-29 | 2015-08-19 | 东南大学 | Assembled joint applicable to monolayer triangular space grid structure |
| CN204959988U (en) * | 2015-06-29 | 2016-01-13 | 中北大学 | Net shell node |
| CN105971118A (en) * | 2016-06-12 | 2016-09-28 | 长安大学 | Rectangular steel pipe column and H-shaped steel beam inner sleeve type unilateral bolt connection node |
| CN106193296A (en) * | 2016-09-13 | 2016-12-07 | 罗大威 | The beam of arch batten composition, post shock-resistant node component |
| CN206707000U (en) * | 2017-01-25 | 2017-12-05 | 哈尔滨工业大学 | A kind of aluminum joints used to wearing bolts assemblies space structure |
-
2017
- 2017-01-25 CN CN201710056375.3A patent/CN107060078A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3123482A1 (en) * | 1981-06-13 | 1982-12-30 | Josef 7100 Heilbronn Serwe | Joint connection for a three-dimensional framework |
| JPS61242236A (en) * | 1985-02-13 | 1986-10-28 | ハインツ・シユルマン・ゲゼルシヤフト・ミツト・ベシユレンクテル・ハフツング | Three-dimensional skeletal |
| CN201221143Y (en) * | 2008-07-08 | 2009-04-15 | 上海信安幕墙建筑装饰有限公司 | Metal thin case frame connecting components |
| US20110197378A1 (en) * | 2008-10-06 | 2011-08-18 | De La Chevrotiere Alexandre | Structural assemblies for constructing bridges and other structures |
| CN101982623A (en) * | 2010-10-22 | 2011-03-02 | 南京工业大学 | Strengthened bolt connecting joint for rectangular steel pipe column and inner sleeve of I-steel beam |
| CN102251587A (en) * | 2011-05-13 | 2011-11-23 | 天津大学 | Inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node and manufacturing method thereof |
| CN104847015A (en) * | 2015-05-29 | 2015-08-19 | 东南大学 | Assembled joint applicable to monolayer triangular space grid structure |
| CN204959988U (en) * | 2015-06-29 | 2016-01-13 | 中北大学 | Net shell node |
| CN105971118A (en) * | 2016-06-12 | 2016-09-28 | 长安大学 | Rectangular steel pipe column and H-shaped steel beam inner sleeve type unilateral bolt connection node |
| CN106193296A (en) * | 2016-09-13 | 2016-12-07 | 罗大威 | The beam of arch batten composition, post shock-resistant node component |
| CN206707000U (en) * | 2017-01-25 | 2017-12-05 | 哈尔滨工业大学 | A kind of aluminum joints used to wearing bolts assemblies space structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106400954B (en) | A kind of girder steel-Frame Joints of Concrete-Filled Steel Tube based on Damage Coutrol theory | |
| CN104727570B (en) | A kind of multilayer, high-rise steel structure Lateral Resistant System and bearing capacity computation method | |
| CN206205266U (en) | A kind of Self-resetting viscoplasticity energy dissipating girder steel | |
| CN106869009A (en) | A kind of composite metallic combination long span bridge with lower edge strengthening system | |
| CN108755954A (en) | A kind of full assembled Self-resetting Column Joint of unilateral prestressing force | |
| CN106812229B (en) | Combined constraint double-steel-plate concrete shear wall and construction method thereof | |
| CN209025221U (en) | A kind of Self-resetting concrete filled steel tube concrete frame joint of web strips energy consumption part | |
| CN208363267U (en) | A kind of full assembled Self-resetting Column Joint of unilateral prestressing force | |
| CN105888059A (en) | Annular self-locking joint connecting structure | |
| CN208633269U (en) | A kind of detachable assembling type column and basic ductility joint connection type | |
| CN206707000U (en) | A kind of aluminum joints used to wearing bolts assemblies space structure | |
| CN206599841U (en) | A kind of aluminum joints of use self-locking screw assembly space structure | |
| CN107806273A (en) | A kind of assembling type node applied to single-layer steel structure cooling tower | |
| CN106759896A (en) | A kind of aluminum joints of use self-locking screw assembly space structure | |
| CN107060078A (en) | A kind of aluminum joints used to wearing bolts assemblies space structure | |
| CN108018991A (en) | A kind of Self-resetting viscoplasticity energy dissipating girder steel | |
| CN206428812U (en) | Square-section rod member bolt sphere aluminium alloy assembling type node structure | |
| CN206428811U (en) | A kind of aluminium alloy assembled connecting node for large-span space structure | |
| CN206428828U (en) | The intersecting parallels section structural member aluminium alloy space structure node of spring block type positioning | |
| CN207538325U (en) | A kind of wood-aluminium alloy combination truss | |
| CN105971195A (en) | Novel concrete combined beam with T-shaped section and coated with aluminum alloy | |
| CN206769158U (en) | A kind of cable-arch system lighting roof | |
| CN210316210U (en) | Cable assembled steel beam | |
| CN106759871A (en) | A kind of aluminium alloy assembled connecting node for large-span space structure | |
| CN109702859B (en) | U-shaped steel assembly combination beam with reinforcing pipes and manufacturing method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |