CN205382565U - Hollow hub node of high strength bolt - Google Patents

Hollow hub node of high strength bolt Download PDF

Info

Publication number
CN205382565U
CN205382565U CN201620081894.6U CN201620081894U CN205382565U CN 205382565 U CN205382565 U CN 205382565U CN 201620081894 U CN201620081894 U CN 201620081894U CN 205382565 U CN205382565 U CN 205382565U
Authority
CN
China
Prior art keywords
hollow hub
strength bolt
high strength
nut
node
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.)
Active
Application number
CN201620081894.6U
Other languages
Chinese (zh)
Inventor
韩庆华
刘鸣
刘一鸣
徐颖
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.)
Tianjin University
Original Assignee
Tianjin University
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 Tianjin University filed Critical Tianjin University
Priority to CN201620081894.6U priority Critical patent/CN205382565U/en
Application granted granted Critical
Publication of CN205382565U publication Critical patent/CN205382565U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a hollow hub node of high strength bolt, including hollow hub, be provided with the connecting hole that is used for connecting high strength bolt on the hollow hub, the outside of hollow hub is passed through high strength bolt connects gradually and has or not line nut and connecting plate, the inboard of hollow hub is provided with and is used for fixing high strength bolt's gasket and nut, be provided with fastening screw on the no line nut, last being provided with of high strength bolt is used for blocking fastening screw's spout, connecting plate fixedly connected with member. The utility model discloses the fabricated construction that individual layer net shell can be realized to the node has eliminated the field weld, reduces the welding heat influence, improves construction precision, saves the time limit for a project to " the vacation is screwed up " the phenomenon that can effectively prevent the bolt guarantees that node rigidity and bearing capacity do benefit to the popularization and application of striding spatial structure greatly.

Description

A kind of high-strength bolt hollow hub node
Technical field
This utility model relates to the large-span space structure that a kind of stress is complicated, in particular, relates to the single-layer latticed shell of a kind of high-strength bolt hollow hub node.
Background technology
Existing " spatial mesh structure technical regulation " (JGJ7-2010) specifies, single-layer lattice shell should adopt rigid joint, such as welded spherical node, rod member many employings round steel pipe, rectangular steel pipe and H profile steel etc., it is applied to the node of single-layer lattice shell at present and has welded hollow spherical joints, dividing plate welding node, thick walled steel tube node, tubular joint and a cast steel node etc., but these joint forms all Shortcomings.The welding connection nodes such as welded hollow spherical joints, dividing plate welding node and thick walled steel tube node need on-site consolidation to weld, and construct loaded down with trivial details, are unfavorable for the development of building industrialization, and too much weld seam can affect joints performance;The size of supervisor and arm be there are certain requirements by tubular joint, constrains its application to a certain extent;But cast steel node function admirable high cost, is unsuitable for popularization and application on a large scale.Therefore, a kind of convenient and quick construction, the single-layer lattice shell joint form that stress performance is excellent need to be developed.
Utility model content
The purpose of this utility model is to overcome deficiency of the prior art, a kind of high-strength bolt hollow hub node suitable in single-layer latticed shell is provided, this node is capable of the fabricated construction of single-layer lattice shell, eliminate Site Welding, reduce welding heat affected, improve construction precision, save the duration, and can effectively prevent " vacation is tightened " phenomenon of bolt, it is ensured that connection stiffness and bearing capacity are beneficial to the popularization and application of large span spatial structure.
The purpose of this utility model is achieved through the following technical solutions:
A kind of high-strength bolt hollow hub node, including hollow hub, described hollow hub is provided with the connecting hole for connecting high-strength bolt, the outside of described hollow hub is sequentially connected with or without stricture of vagina nut and connecting plate by described high-strength bolt, the inner side of described hollow hub is provided with the pad for fixing described high-strength bolt and nut, being provided with trip bolt on described nut without stricture of vagina, described high-strength bolt is provided with the chute for blocking described trip bolt, described connecting plate is fixedly connected with rod member.
It is provided with ribbed stiffener in described hollow hub.Described ribbed stiffener can be arranged circumferentially the inside at hollow hub.Described ribbed stiffener also can be radially arranged in the inside of hollow hub.
Described pad is annular gasket or arc pad.
Described connecting plate is provided with the weld groove for connecting rod.
Strength grade >=the 8.8S of described high-strength bolt.
Compared with prior art, the technical solution of the utility model is had the benefit that
(1) outside of this utility model hollow core hub is sequentially connected with or without stricture of vagina nut and connecting plate by high-strength bolt, the inner side of hollow hub is provided with the pad for fixing described high-strength bolt and nut, the Path of Force Transfer of node is clear and definite: when node is by axial pressure effect, axle power is transferred to hollow hub by without stricture of vagina nut pressurized;When node is by axle pulling force effect, axle power is transferred to nut by high-strength bolt tension, then is transferred to hollow hub by nut and pad;When direction Moment outside node is subject to net shell plane, moment of flexure is transmitted without stricture of vagina nut pressurized by tensile region high-strength bolt tension and compressive region;When node is subject to direction Moment in net shell plane, moment of flexure is by the extruding force transmission between the nut without stricture of vagina of high-strength bolt tension and pressurized side and hollow hub;The bearing capacity characteristics of the node bearing capacity by high-strength bolt, without stricture of vagina nut and hollow hub together decides on.
(2) this utility model node is due to compact overall structure, rationally distributed, and higher in the out-of-plane bending rigidity of net shell, performance is better than traditional bolt connection node.And can in the factory prefabricated complete after, realize quick-assembling at engineering site and repeat dismounting, and can immediately detect construction quality, effectively prevent " vacation is tightened " phenomenon.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the explosive view of part-structure in Fig. 1.
The explosive view of part-structure when Fig. 3 is to adopt arc pad.
Fig. 4 is partial cross structural representation of the present utility model.
Fig. 5 is bolt arrangement schematic diagram in this utility model.
Fig. 6 is the structural representation in this utility model without stricture of vagina nut.
Fig. 7 is the structural representation of connecting plate in this utility model.
Fig. 8 (a), Fig. 8 (b) and Fig. 8 (c) are not provided with in ribbed stiffener, hollow hub to be provided with the structural representation being provided with hoop ribbed stiffener in radial direction ribbed stiffener, hollow hub in hollow hub of the present utility model.
Accompanying drawing labelling: 1-hollow hub 2-high-strength bolt 3-connecting plate 4-is without stricture of vagina nut 5-trip bolt 6-chute 7-pad 8-nut 9-rod member
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model will be further described:
As shown in Figures 1 to 7, a kind of high-strength bolt hollow hub node, including hollow hub 1, hollow hub 1 is provided with the connecting hole for connecting high-strength bolt 2, the outside of hollow hub 1 is sequentially connected with or without stricture of vagina nut 4 and connecting plate 3 by described high-strength bolt 2, the inner side of described hollow hub 1 is provided with the pad 7 for fixing described high-strength bolt 2 and nut 8, and pad 7 is annular gasket or arc pad, adopts and also should carry out the flat process of milling at the inwall correspondence position of hollow hub 1 during annular gasket;Nut without stricture of vagina 4 is provided with trip bolt 5, high-strength bolt 2 is provided with the chute 6 for blocking trip bolt 5, chute 6 is made up of deep trouth and shallow slot, connecting plate 3 is provided with weld groove, connecting plate 3 is welded and fixed by weld groove and rod member 9, in the present embodiment, rod member 9 is concrete filled rectangular steel tube members, and the end of rod member 9 carries out bevel cut process.
Fig. 8 (a) show the structural representation being not provided with ribbed stiffener in hollow hub 1, as shown in Fig. 8 (b) or Fig. 8 (c), when the intensity deficiency of hollow hub 1, ribbed stiffener can be radially arranged or be arranged circumferentially ribbed stiffener to improve intensity in hollow hub 1.
The present embodiment hollow core hub 1 adopts the technique such as cutting, flat, the boring of milling to be made by choosing thick walled steel tube or round steel, the central axis of the connecting hole being arranged on hollow hub 1 intersects with the central axis upright of hollow hub 1, and the milling flat width outside hollow hub 1 is more than the external diameter without stricture of vagina nut 4;Strength grade >=the 8.8S of high-strength bolt 2, " high-strength bolt used for steel net frame bolt ball node " (GB/T16939-1997) requirement need to be met, need to ensure that nut 8 is tightened the screw thread of rear high-strength bolt 2 and can be back-outed the length of at least 3 pitch and the mutual collisionless of high-strength bolt 2;Nut without stricture of vagina 4 material should adopt Q235, Q345 or No. 45 steel, and should correspond with the regulation of GB/T700, GB/T1591 and CB/T699;Connecting plate 3 can adopt steel plate cutting, groove milling and boring to be made;Rod member 9 two ends adopt complete penetration butt weld to be connected with connecting plate 3, it is ensured that wait strong.In the model of high-strength bolt 2 and hollow hub 1, the bore position of connecting hole is determined by joints situation, and the angle of rod member 9 and hollow hub axis is equal to angle between rod member 9 and connecting plate 3, parallel with hollow hub axis to ensure connecting plate place plane.
First high-strength bolt is inserted the preformed hole position connecting plate from the connecting plate side with weld groove during this utility model node installation, fix without stricture of vagina nut and trip bolt at connecting plate opposite side temporarily, and connecting plate and rod member are welded and fixed, above operation completes in processing factory;At engineering site by high-strength bolt through the connecting hole of hollow hub, screw without stricture of vagina nut with spanner outside hollow hub, after pad is installed, fastening nut inside hollow hub, until bolt is back-outed length with execute screwing torque and reach requirement.

Claims (7)

1. a high-strength bolt hollow hub node, including hollow hub, it is characterized in that, described hollow hub is provided with the connecting hole for connecting high-strength bolt, the outside of described hollow hub is sequentially connected with or without stricture of vagina nut and connecting plate by described high-strength bolt, the inner side of described hollow hub is provided with the pad for fixing described high-strength bolt and nut, described nut without stricture of vagina is provided with trip bolt, being provided with the chute for blocking described trip bolt on described high-strength bolt, described connecting plate is fixedly connected with rod member.
2. a kind of high-strength bolt hollow hub node according to claim 1, it is characterised in that be provided with ribbed stiffener in described hollow hub.
3. a kind of high-strength bolt hollow hub node according to claim 2, it is characterised in that described ribbed stiffener is arranged circumferentially the inside at hollow hub.
4. a kind of high-strength bolt hollow hub node according to claim 2, it is characterised in that described ribbed stiffener is radially arranged in the inside of hollow hub.
5. a kind of high-strength bolt hollow hub node according to claim 1, it is characterised in that described pad is annular gasket or arc pad.
6. a kind of high-strength bolt hollow hub node according to claim 1, it is characterised in that be provided with the weld groove for connecting rod on described connecting plate.
7. a kind of high-strength bolt hollow hub node according to claim 1, it is characterised in that the strength grade >=8.8S of described high-strength bolt.
CN201620081894.6U 2016-01-26 2016-01-26 Hollow hub node of high strength bolt Active CN205382565U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620081894.6U CN205382565U (en) 2016-01-26 2016-01-26 Hollow hub node of high strength bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620081894.6U CN205382565U (en) 2016-01-26 2016-01-26 Hollow hub node of high strength bolt

Publications (1)

Publication Number Publication Date
CN205382565U true CN205382565U (en) 2016-07-13

Family

ID=56348992

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620081894.6U Active CN205382565U (en) 2016-01-26 2016-01-26 Hollow hub node of high strength bolt

Country Status (1)

Country Link
CN (1) CN205382565U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672477A (en) * 2016-01-26 2016-06-15 天津大学 High-strength bolt hollow hub node
CN106592762A (en) * 2017-01-25 2017-04-26 哈尔滨工业大学 Space assembling type bolt-column joint
CN108487669A (en) * 2018-03-06 2018-09-04 北京今盛杰膜结构科技有限公司 A kind of star hotel being built in desert

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672477A (en) * 2016-01-26 2016-06-15 天津大学 High-strength bolt hollow hub node
CN106592762A (en) * 2017-01-25 2017-04-26 哈尔滨工业大学 Space assembling type bolt-column joint
CN108487669A (en) * 2018-03-06 2018-09-04 北京今盛杰膜结构科技有限公司 A kind of star hotel being built in desert
CN108487669B (en) * 2018-03-06 2020-07-07 北京今盛杰膜结构科技有限公司 Star hotel built in desert

Similar Documents

Publication Publication Date Title
CN205475686U (en) Hollow hub node of assembled
CN105625564A (en) Assembly type hollow hub joint
CN105672477A (en) High-strength bolt hollow hub node
CN105178443A (en) Bolt connecting joint suitable for single-layer latticed shell with rectangular steel pipes
WO2017177470A1 (en) Assembly type steel pipe casing reinforced concrete combined joint and mounting method
CN205382565U (en) Hollow hub node of high strength bolt
CN106677591A (en) Anti-buckling reinforcing device for angle steel of power transmission tower
CN103898991A (en) Sleeve-type pipe node
CN207988140U (en) New Sleeve quadrate steel pipe column and H profile steel beam assembling type node
CN107366440A (en) A kind of reinforcing device and method of bolt-ball net frame pull bar and node
CN206034642U (en) Steel column flange formula splicing joint
CN208329155U (en) A kind of assembled hollow hub node applied to grid shell
CN104652704A (en) Connected installation and calculation methods for inner pipes and outer pipes of pipe-in-pipe concrete-filled steel tube tension members
CN102619292A (en) Buckling restrained brace with steel pipe concrete sleeved on round pipe as inner core
CN105986620A (en) Aluminum alloy welding hollow sphere node
CN105507426A (en) Half-through bracket haunching type compound steel pipe concrete column-steel beam joint
CN109386068B (en) Self-resetting buckling-restrained energy-dissipating support based on memory alloy
CN105649215A (en) Connecting joint for outer sleeve pipe type concrete filled steel tubular column and steel girder end plate
CN207553342U (en) A kind of anti-buckling constraint support
CN207144540U (en) A kind of bracing means of bolt-ball net frame pull bar and node
CN204826226U (en) Bolted connection node suitable for rectangle steel pipe individual layer net shell
CN108412037A (en) A kind of assembled hollow hub node applied to grid shell
CN105297895A (en) Compound steel pipe concrete column-steel beam semi-through haunch type node
CN105178445A (en) Connection joint between endplate type concrete-filled steel tube column and steel beam with internal reinforcement ring
CN201605725U (en) Connecting structure of concrete steel bar and steel rib

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant