CN105178443A - Bolt connecting joint suitable for single-layer latticed shell with rectangular steel pipes - Google Patents

Bolt connecting joint suitable for single-layer latticed shell with rectangular steel pipes Download PDF

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Publication number
CN105178443A
CN105178443A CN201510468195.7A CN201510468195A CN105178443A CN 105178443 A CN105178443 A CN 105178443A CN 201510468195 A CN201510468195 A CN 201510468195A CN 105178443 A CN105178443 A CN 105178443A
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CN
China
Prior art keywords
rectangular steel
steel pipe
arc
hollow cylinder
junction plate
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Pending
Application number
CN201510468195.7A
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Chinese (zh)
Inventor
韩庆华
刘一鸣
徐颖
张学哲
傅本钊
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Tianjin University
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Tianjin University
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Application filed by Tianjin University filed Critical Tianjin University
Priority to CN201510468195.7A priority Critical patent/CN105178443A/en
Publication of CN105178443A publication Critical patent/CN105178443A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a bolt connecting joint suitable for a single-layer latticed shell with rectangular steel pipes. The bolt connecting joint comprises the rectangular steel pipes and a connecting joint body, the connecting joint body is of a structure of a hollow cylinder, arc-shaped gaskets are arranged on the inner surface of the hollow cylinder circularly, arc-shaped connecting plates are arranged on the outer surface of the hollow cylinder correspondingly, the arc-shaped gaskets, the hollow cylinder and the arc-shaped connecting plates are connected through bolts, the arc-shaped connecting plates and the rectangular steel pipes are fixedly connected, and the central axis of each rectangular steel pipe and the central axis of the hollow cylinder are intersected at a point. The bolt connecting joint can bring convenience to connection of rod members of the single-layer latticed shell with the rectangular steel pipes, rigidity and load bearing capacity of the joint are guaranteed, weld length is reduced, welding heat effect is lowered, construction process is simplified, and the bolt connecting joint is conducive to engineering popularization and application.

Description

A kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell
Technical field
The present invention relates to large-span space structure connected node, in particular, relate to a kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell.
Background technology
Existing " spatial mesh structure tecnical regulations " (JGJ7 ?2010) regulation, single-layer lattice shell should adopt rigid joint, as welded spherical node, tubular joint etc., rod member many employings round steel pipe, rectangular steel pipe and H profile steel, but the node being applicable to rectangular steel pipe rod member is less, there are dividing plate welding node, thick walled steel tube node, tubular joint and cast steel node etc. at present, but these joint forms all Shortcomings.Dividing plate welding node and thick walled steel tube node need Site Welding, and weld seam is more, construct loaded down with trivial details, are unfavorable for the development of industrialization of construction industry, and too much weld seam can affect joints performance; The size of tubular joint to supervisor and arm there are certain requirements, and constrains its application; But cast steel node function admirable high cost, is unsuitable for applying on a large scale.Therefore, a kind of convenient and quick construction need be developed, the rectangular steel pipe monolayer net shell nodal that stress performance is excellent.
Summary of the invention
The object of the invention is to overcome deficiency of the prior art, a kind of bolt connection node being applicable to rectangular steel pipe single-layer latticed shell is provided, this node can facilitate rectangular steel pipe single-layer lattice shell rod member to connect, ensure connection stiffness and bearing capacity, reduce fusion length, reduce welding heat affected, simplify construction technology, be beneficial to engineering and apply.
The object of the invention is to be achieved through the following technical solutions:
A kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell, comprise rectangular steel pipe and connected node, described connected node is hollow cylindrical structure, the inner surface hoop of described hollow cylinder is disposed with arc pad, what the external surface of hollow cylinder was corresponding is provided with arc junction plate, arc pad, to be bolted between hollow cylinder and arc junction plate, described arc junction plate is fixedly connected with rectangular steel pipe, and the axis of rectangular steel pipe and the axis of hollow cylinder intersect at a point.
Described bolt is full tooth bolt.
Circular arc radian on described arc pad and arc junction plate fits with the inner surface of hollow cylinder and external surface respectively.
Described arc junction plate is also provided with holddown groove.
The junction of described bolt and arc junction plate is provided with improved mat.
Described arc junction plate and rectangular steel pipe are fixed by welding manner.
Described arc junction plate and the vertical connection angle scope of rectangular steel pipe are 0 °-20 °.
Compared with prior art, the beneficial effect that technical scheme of the present invention is brought is:
1. connected node of the present invention is hollow cylindrical structure, the surfaces externally and internally of hollow cylinder is symmetrical is respectively provided with arc pad and arc junction plate, arc pad, to be bolted between hollow cylinder and arc junction plate, arc junction plate and rectangular steel pipe are welded and fixed, and the axis of rectangular steel pipe and the axis of hollow cylinder intersect at a point; Therefore the Path of Force Transfer of node of the present invention is clear and definite, and node is by the axle masterpiece used time, and axle power is passed to node by bolt tension or the extruding between arc junction plate and node body; When node is subject to Moment, moment of flexure is by the pulling force of bolt and the extruding force transmission between arc junction plate and node body;
2. arc pad in connected node of the present invention, be bolted between hollow cylinder and arc junction plate, and do not use welding manner to connect at Nodes, can not impact connection stiffness and bearing capacity, overall bending rigidity is higher, carries out reinforcement during the Lack of support of node own by the inside mode such as to put more energy into.In addition, node is after prefabricated completing, and can realize on-the-spot quick-assembling and repeat dismounting, technique is simple, reliable and stable.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is partial enlargement structural representation of the present invention.
Fig. 3 is the structural representation of arc pad.
Fig. 4 is the structural representation of arc junction plate.
Fig. 5 is the rectangular steel pipe axis structural representation crossing with hollow cylinder axis.
Fig. 6 is rectangular steel pipe and arc junction plate connection angle schematic diagram.
Reference numeral: 8-rectangular steel pipe axis, 1-hollow cylinder 2-rectangular steel pipe 3-arc pad 4-arc junction plate 5-bolt 6-holddown groove 7-hollow cylinder axis
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described:
As shown in Figures 1 to 4, a kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell, comprise rectangular steel pipe 2 and connected node, connected node is made up of hollow cylinder 1, the inner surface hoop of hollow cylinder 1 is disposed with arc pad 3, what the external surface of hollow cylinder 1 was corresponding is provided with arc junction plate 4, arc pad 3 and the circular arc radian on arc junction plate 4 fit with the inner surface of hollow cylinder 1 and external surface respectively, arc pad 3, be connected by bolt 5 between hollow cylinder 1 with arc junction plate 4, bolt 5 is full tooth high-strength bolt, and be furnished with improved mat, arc junction plate 4 is provided with holddown groove 6, to be fixedly connected with rectangular steel pipe 2 by welding manner, in the present embodiment, hollow cylinder 1, arc pad 3 be provided with connecting hole in arc junction plate 4 and be connected to facilitate, wherein the connecting hole of arc junction plate 4 is screwed hole.
As shown in Figure 5 and Figure 6, rectangular steel pipe axis 8 and hollow cylinder axis 7 intersect at a point, and the arc junction plate 4 connection angle scope vertical with rectangular steel pipe 2 is 0 °-20 °.
In said modules of the present invention, hollow cylinder 1 carries out cutting and boring process by thick walled steel tube and is made, and its wall thickness is determined according to joints, external diameter according to rectangular steel pipe 2 cross angle, quantity and rectangular steel pipe 2 size determine; Arc junction plate 4 is undertaken cutting by thick walled steel tube, milling is flat, groove milling and tapping are made, and its thickness is determined by connected rectangular steel pipe 2 size; Rectangular steel pipe 2 end carries out cutting process according to angle crossing with arc junction plate 4.
Bolt 5 and improved mat and arc junction plate 4, when carrying out node installation, are tightened by node of the present invention, and are welded to connect with rectangular steel pipe 2 by the holddown groove 6 on arc junction plate 4, and above operation completes in processing factory; When engineering site is installed, bolt 5 exposed parts is inserted the position, hole of hollow cylinder 1 and arc pad 3, fastening nut is until the intimate of arc junction plate 4 inwall and hollow cylinder 1 is fitted.Arc pad 3 and bolt 5 need meet National Standard of the People's Republic of China " high-strength large hexagon head bolt used for steel structure, heavy series hexagon nut, gasket techniques condition " (GB/T1231-2006), rectangular steel pipe 2 and arc junction plate 4 adopt complete penetration butt weld to be connected, for convenience of in-site installation, bore diameter in hollow cylinder 1 is greater than bolt 5 diameter 1-2mm, and the model of bolt 5, quantity and bore position moment of flexure suffered by node determines.

Claims (7)

1. one kind is applicable to the bolt connection node of rectangular steel pipe single-layer lattice shell, comprise rectangular steel pipe and connected node, it is characterized in that, described connected node is hollow cylindrical structure, the inner surface hoop of described hollow cylinder is disposed with arc pad, what the external surface of hollow cylinder was corresponding is provided with arc junction plate, arc pad, to be bolted between hollow cylinder and arc junction plate, described arc junction plate is fixedly connected with rectangular steel pipe, and the axis of rectangular steel pipe and the axis of hollow cylinder intersect at a point.
2. a kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell according to claim 1, is characterized in that, described bolt is full tooth bolt.
3. a kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell according to claim 1, is characterized in that, the circular arc radian on described arc pad and arc junction plate fits with the inner surface of hollow cylinder and external surface respectively.
4. a kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell according to claim 1, is characterized in that, described arc junction plate is also provided with holddown groove.
5. a kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell according to claim 1, it is characterized in that, the junction of described bolt and arc junction plate is provided with improved mat.
6. a kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell according to claim 1, is characterized in that, described arc junction plate and rectangular steel pipe are fixed by welding manner.
7. a kind of bolt connection node being applicable to rectangular steel pipe single-layer lattice shell according to claim 1, is characterized in that, described arc junction plate and the vertical connection angle scope of rectangular steel pipe are 0 °-20 °.
CN201510468195.7A 2015-07-31 2015-07-31 Bolt connecting joint suitable for single-layer latticed shell with rectangular steel pipes Pending CN105178443A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510468195.7A CN105178443A (en) 2015-07-31 2015-07-31 Bolt connecting joint suitable for single-layer latticed shell with rectangular steel pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510468195.7A CN105178443A (en) 2015-07-31 2015-07-31 Bolt connecting joint suitable for single-layer latticed shell with rectangular steel pipes

Publications (1)

Publication Number Publication Date
CN105178443A true CN105178443A (en) 2015-12-23

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105649200A (en) * 2016-01-05 2016-06-08 苏州罗普斯金铝业股份有限公司 Metal frame installation structure and sunlight room with same
CN105672477A (en) * 2016-01-26 2016-06-15 天津大学 High-strength bolt hollow hub node
CN105821963A (en) * 2016-03-25 2016-08-03 东南大学 Single-layer space lattice structure assembled double-ring node
CN106275468A (en) * 2016-08-17 2017-01-04 哈尔滨飞机工业集团有限责任公司 A kind of helicopter below deck equipment mounting bracket
CN106592778A (en) * 2016-12-19 2017-04-26 东南大学 Hollowed-out circular-ring-shaped space grid structure assembly type joint
CN106836476A (en) * 2017-01-22 2017-06-13 东南大学 Hexagonal space network assembling type node in a kind of outer shroud
CN107989202A (en) * 2017-12-20 2018-05-04 潮峰钢构集团有限公司 A kind of elastic plastic experiment and its operating method using steel construction
CN108678168A (en) * 2018-03-30 2018-10-19 天津大学 A kind of bolt ring node suitable for aluminium alloy space network
CN112431303A (en) * 2020-11-23 2021-03-02 东南大学 Double-topology ring node applied to fabricated single-layer grid structure
EP3882410A1 (en) 2020-03-18 2021-09-22 Ruch Innovation AG New type of face nodal connection for surface structures

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61225441A (en) * 1985-03-29 1986-10-07 清水建設株式会社 Joint apparatus of three-dimensional truss dome
CN2224875Y (en) * 1994-12-15 1996-04-17 开封市华中空间结构有限公司 Ball joint for space steel frame
CN101519893A (en) * 2009-03-02 2009-09-02 江阴纳尔捷机器人有限公司 Method for manufacturing multi-rod converging valve type space net shell node
CN201433965Y (en) * 2009-07-10 2010-03-31 北京华洋建设开发有限公司 Multi-angle variable node
CN101793058A (en) * 2010-03-09 2010-08-04 浙江东南网架股份有限公司 Bowl type bolt hollow sphere node
CN203008133U (en) * 2012-12-24 2013-06-19 苏州设计研究院股份有限公司 High-strength bolt hub-shaped pitch point with single-layer latticed shell
CN103556714A (en) * 2013-11-25 2014-02-05 哈尔滨工业大学 Assembly type space structure C-type node device
CN104047366A (en) * 2014-06-13 2014-09-17 深圳市三鑫幕墙工程有限公司 Universal spherical connecting device
CN204826226U (en) * 2015-07-31 2015-12-02 天津大学 Bolted connection node suitable for rectangle steel pipe individual layer net shell

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61225441A (en) * 1985-03-29 1986-10-07 清水建設株式会社 Joint apparatus of three-dimensional truss dome
CN2224875Y (en) * 1994-12-15 1996-04-17 开封市华中空间结构有限公司 Ball joint for space steel frame
CN101519893A (en) * 2009-03-02 2009-09-02 江阴纳尔捷机器人有限公司 Method for manufacturing multi-rod converging valve type space net shell node
CN201433965Y (en) * 2009-07-10 2010-03-31 北京华洋建设开发有限公司 Multi-angle variable node
CN101793058A (en) * 2010-03-09 2010-08-04 浙江东南网架股份有限公司 Bowl type bolt hollow sphere node
CN203008133U (en) * 2012-12-24 2013-06-19 苏州设计研究院股份有限公司 High-strength bolt hub-shaped pitch point with single-layer latticed shell
CN103556714A (en) * 2013-11-25 2014-02-05 哈尔滨工业大学 Assembly type space structure C-type node device
CN104047366A (en) * 2014-06-13 2014-09-17 深圳市三鑫幕墙工程有限公司 Universal spherical connecting device
CN204826226U (en) * 2015-07-31 2015-12-02 天津大学 Bolted connection node suitable for rectangle steel pipe individual layer net shell

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105649200A (en) * 2016-01-05 2016-06-08 苏州罗普斯金铝业股份有限公司 Metal frame installation structure and sunlight room with same
CN105672477A (en) * 2016-01-26 2016-06-15 天津大学 High-strength bolt hollow hub node
CN105821963A (en) * 2016-03-25 2016-08-03 东南大学 Single-layer space lattice structure assembled double-ring node
CN106275468A (en) * 2016-08-17 2017-01-04 哈尔滨飞机工业集团有限责任公司 A kind of helicopter below deck equipment mounting bracket
CN106592778A (en) * 2016-12-19 2017-04-26 东南大学 Hollowed-out circular-ring-shaped space grid structure assembly type joint
CN106592778B (en) * 2016-12-19 2019-03-19 东南大学 A kind of hollow out annular space network assembling type node
CN106836476A (en) * 2017-01-22 2017-06-13 东南大学 Hexagonal space network assembling type node in a kind of outer shroud
CN107989202A (en) * 2017-12-20 2018-05-04 潮峰钢构集团有限公司 A kind of elastic plastic experiment and its operating method using steel construction
CN108678168A (en) * 2018-03-30 2018-10-19 天津大学 A kind of bolt ring node suitable for aluminium alloy space network
EP3882410A1 (en) 2020-03-18 2021-09-22 Ruch Innovation AG New type of face nodal connection for surface structures
CN112431303A (en) * 2020-11-23 2021-03-02 东南大学 Double-topology ring node applied to fabricated single-layer grid structure

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Application publication date: 20151223