CN106759896A - A kind of aluminum joints of use self-locking screw assembly space structure - Google Patents
A kind of aluminum joints of use self-locking screw assembly space structure Download PDFInfo
- Publication number
- CN106759896A CN106759896A CN201710056419.2A CN201710056419A CN106759896A CN 106759896 A CN106759896 A CN 106759896A CN 201710056419 A CN201710056419 A CN 201710056419A CN 106759896 A CN106759896 A CN 106759896A
- Authority
- CN
- China
- Prior art keywords
- rectangle
- self
- rod member
- hexagonal prism
- locking screw
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
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 of use self-locking screw assembly space structure, it is related to a kind of space structure aluminum joints, many to solve existing space structural al alloy node bolt quantity, is unfavorable for construction, the problem of less stable.The cross section of the hexagonal prism is regular hexagon, six rectangle joints are corresponded with six sides of hexagonal prism, rectangle joint is set perpendicular to side, and rectangle joint is integrated with hexagonal prism casting, the rectangle joint and rectangle rod member are hollow rectangle joint, six rectangle rod members and six rectangle joints are corresponded, rectangle rod member is sleeved on rectangle joint, upper self-locking screw passes through through hole on rod member, it is threadedly coupled with self-locking nut after top connection through hole, self-locking screw through rod member lower through-hole is gone up down, it is threadedly coupled with self-locking nut after lower contact through hole, the center line of the rectangle joint length direction overlaps 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 uses self-locking screw assembly space structure
Aluminum joints, belong to field of civil engineering.
Background technology
It is all that aluminum alloy materials have high-strength light, corrosion resistance good, processing characteristics, reflectivity 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 is received
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 22 in 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
Problem, it is proposed that a kind of aluminum joints of use self-locking screw assembly space structure.
The present invention is adopted the technical scheme that to solve above-mentioned technical problem：
A kind of aluminum joints of use self-locking screw assembly space structure, its composition includes hexagonal prism, six rectangles
Joint, six rectangle rod members, several upper self-locking screws, several lower self-locking screws and several self-locking nuts, the hexagonal prism
Cross section is regular hexagon, and six rectangle joints are corresponded with six sides of hexagonal prism, and rectangle joint is perpendicular to side
Set, and rectangle joint is integrated with hexagonal prism casting, the rectangle joint and rectangle rod member are hollow rectangle, and rectangle connects
The upper end wall thickness of head is provided with four top connection through holes, and four top connection through holes are in rectangular layout, the lower end wall thickness of rectangle joint
Four lower contact through holes are provided with, four lower contact through holes are just right one by one with four top connection through holes, six rectangle rod members and six
Individual rectangle joint is corresponded, and rectangle rod member is sleeved on rectangle joint, the upper end wall thickness of rectangle rod member be provided with four on
Tab through-hole one by one just to four rod members on through hole, the lower end wall thickness of rectangle rod member is provided with four lower contact through holes one by one
Just to four rod member lower through-holes, upper self-locking screw through being threadedly coupled with self-locking nut after through hole, top connection through hole on rod member,
Go up down after self-locking screw passes through rod member lower through-hole, lower contact through hole and be threadedly coupled with self-locking nut, the rectangle joint length side
To center line overlapped with the center line of rectangle rod member length direction.
The present invention has the advantages that compared with prior art：
First, formed because rectangle joint of the invention and hexagonal prism are integrated casting, six rectangle joints and six squares
Shape rod member is connected using self-locking screw, and self-locking screw perforation only needs guiding through two-layer plate, improves bolt penetration hole rate；Self-locking screw
Flexible arrangement；Plain bolt two surface constructions of needs, self-locking screw only need to solve section constructional difficulties of remaining silent in a surface construction
Problem.Meanwhile, joint structure of the invention is simple, is easy to construction, and stress performance is good；Nodes domains area of the invention
It is small, the latticed shell structure for thus constituting can be made more penetrating.
2nd, method of the present 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 overall structure stereogram of the invention；
Fig. 2 is the annexation exploded view of rectangle joint 2 and rectangle rod member 3；
Fig. 3 is the structural perspective of rectangle rod member 3；
Fig. 4 is rectangle joint 2 with rectangle rod member 3 is by upper self-locking screw 4 and lower self-locking screw 5 is connected and bolt is not locked
The schematic diagram of state；
Fig. 5 is that rectangle joint 2 is connected and bolt locking shape with rectangle rod member 3 by upper self-locking screw 4 and lower self-locking screw 5
The schematic diagram of state.
Specific embodiment
Specific embodiment one：With reference to Fig. 1~Fig. 5 illustrate present embodiment, present embodiment include hexagonal prism (1),
Six rectangle joints, 2, six rectangle rod members 3, several upper self-locking screws 4, several lower self-locking screws 5 and several self-locking nuts 6, six
The cross section of prism 1 is regular hexagon, and six rectangle joints 2 are corresponded with six side 1-1 of hexagonal prism 1, rectangle
Joint 2 is set perpendicular to side 1-1, and rectangle joint 2 and hexagonal prism 1 cast and be integrated, the rectangle joint 2 and rectangular shaft
Part 3 is hollow rectangle, and the upper end wall thickness of rectangle joint 2 is provided with four top connection through holes 2-1, four top connection through hole 2-1
In rectangular layout, the lower end wall thickness of rectangle joint 2 is provided with four lower contact through holes 2-2, four lower contact through hole 2-2 and four
Top connection through hole 2-1 is just right one by one, and six rectangle rod members 3 are corresponded with six rectangle joints 2, and rectangle rod member 3 is sleeved on square
On shape joint 2, the upper end wall thickness of rectangle rod member 3 be provided with four top connection through hole 2-1 one by one just to four rod members on lead to
Hole 3-1, the lower end wall thickness of rectangle rod member 3 be provided with four lower contact through hole 2-2 one by one just to four rod member lower through-hole 3-
2, upper self-locking screw 4 passed through and be threadedly coupled with self-locking nut 6 after through hole 3-1, top connection through hole 2-1 on rod member, lower upper self-locking spiral shell
Bolt 5 is threadedly coupled after passing through rod member lower through-hole 3-2, lower contact through hole 2-2 with self-locking nut 6, the length direction of the rectangle joint 2
Center line overlapped with the center line of the length direction of rectangle rod member 3.
Specific embodiment two：Present embodiment is illustrated 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 specific embodiment one.
Specific embodiment three：Present embodiment is illustrated with reference to Fig. 2, present embodiment is that hexagonal prism 1 is hollow prism
Body.So setting can make latticed shell structure more light and handy penetrating, while also reducing dead load.Other compositions and annexation and tool
Body implementation method one or two is identical.
Specific embodiment four：Present embodiment is illustrated with reference to Fig. 2, present embodiment is provided with for the center of hexagonal prism 1
Newel 1-2, the upper and lower end face of hexagonal prism 1 is respectively equipped with six of six gussets 1-3, six gusset 1-3 and regular hexagon
Angle corresponds, and one end of gusset 1-3 is connected with hexagonal prism 1, and the other end of gusset 1-3 is connected with newel 1-2, center
Post 1-2 and gusset 1-3 is made into integration with hexagonal prism 1.The center of hexagonal prism 1 is provided with brace rod 1-2.So it is set to increase
The intensity of hexagonal prism 1.Other compositions and annexation are identical with specific embodiment three.
Specific embodiment five：Present embodiment is illustrated with reference to Fig. 1, present embodiment is the height and six of rectangle rod member 3
Prism 1 it is highly equal.So setting is easy to the laying of roofing system to install.Other compositions and annexation and specific implementation
Mode four is identical.
Claims (5)
1. a kind of aluminum joints of use self-locking screw assembly space structure, it is characterised in that：The self-locking screw assembled
Node include hexagonal prism (1), six rectangle joints (2), six rectangle rod members (3), several upper self-locking screws (4), it is several under
Self-locking screw (5) and several self-locking nuts (6), the cross section of the hexagonal prism (1) is regular hexagon, six rectangle joints
(2) six sides (1-1) with hexagonal prism (1) correspond, and rectangle joint (2) is set perpendicular to side (1-1), and rectangle
Joint (2) is integrated with hexagonal prism (1) casting, and the rectangle joint (2) and rectangle rod member (3) are hollow rectangle joint,
The upper end wall thickness of rectangle joint (2) is provided with four top connection through holes (2-1), and four top connection through holes (2-1) are in rectangular layout,
The lower end wall thickness of rectangle joint (2) is provided with four lower contact through holes (2-2), four lower contact through holes (2-2) with four on connect
Head through hole (2-1) is just right one by one, and six rectangle rod members (3) correspond with six rectangle joints (2), rectangle rod member (3) suit
On rectangle joint (2), the upper end wall thickness of rectangle rod member (3) be provided with four top connection through holes (2-1) one by one just to four
Through hole (3-1) on individual rod member, the lower end wall thickness of rectangle rod member (3) be provided with four lower contact through holes (2-2) one by one just to
Four rod member lower through-holes (3-2), upper self-locking screw (4) through through hole on rod member (3-1), top connection through hole (2-1) afterwards and self-locking
Nut (6) be threadedly coupled, lower upper self-locking screw (5) through rod member lower through-hole (3-2), lower contact through hole (2-2) afterwards with self-locking spiral shell
Female (6) threaded connection, the center line of rectangle joint (2) length direction and the center line weight of rectangle rod member (3) length direction
Close.
2. aluminum joints of a kind of use self-locking screw assembly 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 of use self-locking screw assembly space structure according to claim 1 and 2, its feature exists
In：The hexagonal prism (1) is hollow prism body.
4. aluminum joints of a kind of use self-locking screw assembly space structure according to claim 3, 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) correspond with six angles of regular hexagon, 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) are with hexagonal prism (1) integrally
It is made.
5. aluminum joints of a kind of use self-locking screw assembly space structure according to claim 4, it is characterised in that：
The height of the rectangle rod member (3) is highly equal with hexagonal prism (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710056419.2A CN106759896A (en) | 2017-01-25 | 2017-01-25 | A kind of aluminum joints of use self-locking screw assembly space structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710056419.2A CN106759896A (en) | 2017-01-25 | 2017-01-25 | A kind of aluminum joints of use self-locking screw assembly space structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759896A true CN106759896A (en) | 2017-05-31 |
Family
ID=58942804
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710056419.2A Pending CN106759896A (en) | 2017-01-25 | 2017-01-25 | A kind of aluminum joints of use self-locking screw assembly space structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759896A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653425A (en) * | 2018-12-14 | 2019-04-19 | 成都建工工业化建筑有限公司 | A kind of roof structure and its laying process of assembled architecture |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH073889A (en) * | 1993-06-15 | 1995-01-06 | Taisei Corp | Structure-plane body unit and single-layer dome frame using same |
| US20030226319A1 (en) * | 2002-06-06 | 2003-12-11 | Richards Ashton E. | Geodesic dome assemby joint |
| CN202658729U (en) * | 2012-06-29 | 2013-01-09 | 中国建筑股份有限公司 | Connection joint of rectangular pipe column splice internal casing pipe opposed through bolt |
| CN103510625A (en) * | 2013-01-23 | 2014-01-15 | 同济大学 | Top-bottom T-shaped steel type node for connecting H-shaped steel beam with rectangular tubular column through unilateral bolts |
| CN203559492U (en) * | 2013-11-25 | 2014-04-23 | 哈尔滨工业大学 | CP-type node of assembly type spatial structure |
| US20140331591A1 (en) * | 2013-05-07 | 2014-11-13 | Stuart A. Ohlson | Multi-Directional Structural Joint |
| CN104196129A (en) * | 2014-09-24 | 2014-12-10 | 上海建筑设计研究院有限公司 | Novel structural node for space grid |
| CN204059610U (en) * | 2014-09-16 | 2014-12-31 | 福州大学 | Rectangular steel-tube concrete column and the monolateral bolt connection node of girder steel |
| 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 |
| CN105569184A (en) * | 2016-01-07 | 2016-05-11 | 天津大学 | One-way bolt connection node between rectangular steel pipe concrete column and H-type girders |
| CN205296411U (en) * | 2015-12-28 | 2016-06-08 | 上海建工四建集团有限公司 | Truss connection spare and curtain truss |
| 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 |
| CN206599841U (en) * | 2017-01-25 | 2017-10-31 | 哈尔滨工业大学 | A kind of aluminum joints of use self-locking screw assembly space structure |
-
2017
- 2017-01-25 CN CN201710056419.2A patent/CN106759896A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH073889A (en) * | 1993-06-15 | 1995-01-06 | Taisei Corp | Structure-plane body unit and single-layer dome frame using same |
| US20030226319A1 (en) * | 2002-06-06 | 2003-12-11 | Richards Ashton E. | Geodesic dome assemby joint |
| CN202658729U (en) * | 2012-06-29 | 2013-01-09 | 中国建筑股份有限公司 | Connection joint of rectangular pipe column splice internal casing pipe opposed through bolt |
| CN103510625A (en) * | 2013-01-23 | 2014-01-15 | 同济大学 | Top-bottom T-shaped steel type node for connecting H-shaped steel beam with rectangular tubular column through unilateral bolts |
| US20140331591A1 (en) * | 2013-05-07 | 2014-11-13 | Stuart A. Ohlson | Multi-Directional Structural Joint |
| CN203559492U (en) * | 2013-11-25 | 2014-04-23 | 哈尔滨工业大学 | CP-type node of assembly type spatial structure |
| CN204059610U (en) * | 2014-09-16 | 2014-12-31 | 福州大学 | Rectangular steel-tube concrete column and the monolateral bolt connection node of girder steel |
| CN104196129A (en) * | 2014-09-24 | 2014-12-10 | 上海建筑设计研究院有限公司 | Novel structural node for space grid |
| 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 |
| CN205296411U (en) * | 2015-12-28 | 2016-06-08 | 上海建工四建集团有限公司 | Truss connection spare and curtain truss |
| CN105569184A (en) * | 2016-01-07 | 2016-05-11 | 天津大学 | One-way bolt connection node between rectangular steel pipe concrete column and H-type girders |
| 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 |
| CN206599841U (en) * | 2017-01-25 | 2017-10-31 | 哈尔滨工业大学 | A kind of aluminum joints of use self-locking screw assembly space structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653425A (en) * | 2018-12-14 | 2019-04-19 | 成都建工工业化建筑有限公司 | A kind of roof structure and its laying process of assembled architecture |
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