CN206971865U - Antidetonation universal spherical joint supporter - Google Patents

Antidetonation universal spherical joint supporter Download PDF

Info

Publication number
CN206971865U
CN206971865U CN201720499215.1U CN201720499215U CN206971865U CN 206971865 U CN206971865 U CN 206971865U CN 201720499215 U CN201720499215 U CN 201720499215U CN 206971865 U CN206971865 U CN 206971865U
Authority
CN
China
Prior art keywords
spherical shell
upper strata
lower floor
spherical
plucking
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.)
Expired - Fee Related
Application number
CN201720499215.1U
Other languages
Chinese (zh)
Inventor
赵国勤
刘泉
孟令萧
王诗林
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 Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division Co 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 Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201720499215.1U priority Critical patent/CN206971865U/en
Application granted granted Critical
Publication of CN206971865U publication Critical patent/CN206971865U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Pivots And Pivotal Connections (AREA)

Abstract

The utility model discloses a kind of antidetonation universal spherical joint supporter, it includes spherical shell, spheroid, bearing top plate and base-plate, and the spherical shell is connected with lower floor spherical shell by upper strata spherical shell and formed, and lower floor's spherical shell bottom is fixedly connected with the base-plate;The top of the upper strata spherical shell is opening-like, and the spheroid is located in the spherical shell, and has a connecting portion at the top of the spheroid, and the connecting portion passes through the opening of the upper strata spherical shell and is connected to the bearing top plate.The center line of the spheroid connecting portion has angle with horizontal direction shape, and the angle meets the stress deformation requirement of structure.The upper strata spherical shell is connected with the junction of lower floor's spherical shell for tongue and groove, and the opening position that the upper strata spherical shell is connected with lower floor's spherical shell is provided with X-type resistance to plucking keyway, the X-type resistance to plucking key being engaged with the X-type resistance to plucking keyway is equiped with the resistance to plucking keyway, the upper strata spherical shell is fastened with lower floor's spherical shell by the X-type resistance to plucking key connection.

Description

Antidetonation universal spherical joint supporter
Technical field
It the utility model is related to a kind of bearing, and in particular to a kind of antidetonation universal spherical joint supporter for architectural engineering.
Background technology
Science of bridge building is many all with aseismatic bearing at present, but the aseismatic bearing for architectural engineering is less, mainly The top of aseismatic bearing is hemisphere or small hemisphere, and outward appearance is undesirable, can not meet the needs of engineering construction.Particularly show rank The pivoting support form of the steel constructions such as section gate-type truss does not have preferable structure design to meet geological process and other external force The stress deformation of all directions caused by effect is lower.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of antidetonation universal spherical joint supporter, and appearance is preferable, And meet force request, steel construction is used aseismatic bearing in architectural engineering, realize carrying and the effect of antidetonation.
To realize above-mentioned technique effect, the utility model discloses a kind of antidetonation universal spherical joint supporter, and it includes spherical shell, ball Body, bearing top plate and base-plate, the spherical shell are connected with lower floor spherical shell by upper strata spherical shell and formed, lower floor's spherical shell bottom It is fixedly connected with the base-plate;The top of the upper strata spherical shell is opening-like, and the spheroid is located in the spherical shell, and institute Stating has a connecting portion at the top of spheroid, the connecting portion passes through the opening of the upper strata spherical shell and is connected to the bearing top plate.Institute The center line and horizontal direction shape for stating spheroid connecting portion have angle, and the angle meets the stress deformation requirement of structure.
The improvement of the utility model antidetonation universal spherical joint supporter is, in addition to a sphere tetrafluoro plate, the sphere tetrafluoro Plate is between the spherical shell and the spheroid, for reducing the frictional force of spheroid rotation.
The utility model antidetonation universal spherical joint supporter further improvement is that, the upper strata spherical shell and lower floor's spherical shell Junction be tongue and groove connection.
The utility model antidetonation universal spherical joint supporter further improvement is that, the bottom position of upper strata spherical shell tool There is peripheral hardware tongue and groove, tongue and groove is set with the tip position of lower floor's spherical shell.
The utility model antidetonation universal spherical joint supporter further improvement is that, the upper strata spherical shell and lower floor's spherical shell The opening position of connection is provided with X-type resistance to plucking keyway, and being equiped with the X-type being engaged with the X-type resistance to plucking keyway in the resistance to plucking keyway resists Pushing key, the upper strata spherical shell are fastened with lower floor's spherical shell by the X-type resistance to plucking key connection.
The utility model antidetonation universal spherical joint supporter further improvement is that, the antidetonation universal spherical joint supporter uses steel Component is made.
The utility model antidetonation universal spherical joint supporter further improvement is that, the spheroid connecting portion and the bearing top Plate is connected by the way of groove welding is penetrated, and lower floor's spherical shell is connected with the base-plate by the way of penetration welding Connect, ensure the stress meet demand of ball hinged support.
The utility model antidetonation universal spherical joint supporter, good appearance, the spheroid are engaged realization building with the spherical shell The stress deformation of structure, the upper strata spherical shell are connected with lower floor's spherical shell using tongue and groove, and use high-strength curved surface X-type resistance to plucking The upper strata spherical shell is connected fastening by key with lower floor's spherical shell, avoids upper strata spherical shell from being welded to connect with lower floor spherical shell, so as to subtract Few destruction to sphere tetrafluoro plate.
Brief description of the drawings
Fig. 1 is the elevational cross-sectional view of the utility model antidetonation universal spherical joint supporter;
Fig. 2 is the front view of the utility model antidetonation universal spherical joint supporter.
Embodiment
Below in conjunction with the accompanying drawings and embodiment is described in further detail to the utility model.
As depicted in figs. 1 and 2, the utility model antidetonation universal spherical joint supporter includes spheroid 10, spherical shell 20, bearing top plate 30 And base-plate 40, the spherical shell 20 are made up of upper strata spherical shell 22 and the connection of lower floor's spherical shell 24, the bottom of lower floor's spherical shell 22 Portion is fixedly connected with the base-plate 40;The top of the upper strata spherical shell 22 is opening-like, and the spheroid 10 is located at the ball In shell 20, and the top of the spheroid 10 has a connecting portion 101, and the connecting portion 101 passes through the opening of the upper strata spherical shell 22 221 and it is connected to the bearing top plate 30.The center line of the connecting portion 101 of spheroid 10 has angle with horizontal direction shape, the folder Angle meets the stress deformation requirement of the utility model antidetonation universal spherical joint supporter.
It is preferred that the utility model antidetonation universal spherical joint supporter is made of steel member, so that in the present embodiment, it is described The connecting portion 101 of spheroid 10 is connected with bearing top plate 30 by the way of groove welding is penetrated, lower floor's spherical shell 24 with it is described Base-plate 40 is connected by the way of penetration welding, and then ensures that the stress of the utility model antidetonation universal spherical joint supporter expires The requirement of sufficient construction building.In addition, lower floor's spherical shell 24 can also be integrally manufactured with the base-plate 40, ensure the antidetonation ten thousand To the fastness of ball hinged support.
Further, the utility model antidetonation universal spherical joint supporter also includes a sphere tetrafluoro plate 50, the sphere tetrafluoro plate 50 between the spherical shell 20 and spheroid 10, i.e., described sphere tetrafluoro plate 50 is located in the spherical shell 20, and is close to the ball Shell 20, and sphere tetrafluoro plate 50 has an opening 501 corresponding with the opening 221 of the upper strata spherical shell 22, so as to the sphere Tetrafluoro plate 50 is engaged with the inner surface of spherical shell 20, frictional force of the spherical shell 20 to spheroid 10 when thus reducing the rotation of spheroid 10.
Further, in the present embodiment, upper strata spherical shell 22 is connected with the junction of lower floor spherical shell 24 for tongue and groove, preferably Ground, the bottom position of the upper strata spherical shell 22 of the junction have peripheral hardware tongue and groove 220, lower floor's spherical shell 24 of the junction Tip position have it is interior set tongue and groove 240, the peripheral hardware tongue and groove 220 of the upper strata spherical shell 22 in lower floor's spherical shell 24 with setting enterprise The chimeric splicing of mouth 240, so as to form complete spherical shell 20.
Further, in the present embodiment, the opening position that the upper strata spherical shell 22 is connected with lower floor's spherical shell 24 is provided with X On the outer surface of the spherical shell 20 of type resistance to plucking keyway 60, i.e. tongue and groove junction resistance to plucking is provided with along the circumferentially-spaced of the spherical shell 20 Keyway 60, the X-type resistance to plucking key 62 being engaged with the X-type resistance to plucking keyway 60, the upper strata spherical shell are equiped with the resistance to plucking keyway 60 22 are connected fastening with lower floor's spherical shell 24 by the resistance to plucking key 62.It is preferred that set on the bottom outer surface of upper strata spherical shell 22 There is resistance to plucking keyway, the outer surface of cupular part of lower floor's spherical shell 24 is provided with resistance to plucking keyway, the resistance to plucking keyway of the upper strata spherical shell 22 and lower floor The resistance to plucking keyway of spherical shell 24 is aligned to form complete X-type resistance to plucking keyway 60.
It is preferred that resistance to plucking key 62 is a steel alloy component, directly it is embedded in resistance to plucking keyway 60, so as to by the He of upper strata spherical shell 22 The connection fastening of lower floor's spherical shell 24.
It is preferred that offering bolt hole 31 on bearing top plate 30, bolt hole 41, the bearing are offered on base-plate 40 Top plate 30 is connected by connecting bolt with the steel superstructure built, and the connecting bolt is plugged in bolt hole 31;The branch Seat bottom plate 40 is connected by anchor bolt with the bottom concrete foundation built, and the anchor bolt is plugged in bolt hole 41.
With reference to Fig. 1 and Fig. 2, the utility model antidetonation universal spherical joint supporter has following construction procedure:
A. according to the load of the utility model ball hinged support top-out component, calculate determine base-plate 40 and The size and thickness of spherical shell 20, and individually directly production shaping;Exist in this production process, need to be set in the bottom of upper strata spherical shell 22 Peripheral hardware tongue and groove 220, tongue and groove 240 is set in the setting of the top of lower floor's spherical shell 24, and in upper strata spherical shell 22 and lower floor's spherical shell The outer surface of the spherical shell 20 of 24 junctions opens up resistance to plucking keyway 60;
B. lower floor's spherical shell 24 is tilted by certain angle according to design, and using penetration welding and the base-plate 40 are welded as a whole;
C. spheroid 10 is arranged in the upper strata spherical shell 22, and the connecting portion 101 of spheroid 10 is passed through into the upper strata spherical shell 22 opening 221, the connecting portion 101 of spheroid 10 is set to be welded to connect by the way of groove welding with bearing top plate 30, welding is strong Degree need to meet to design force request;
D. sphere tetrafluoro plate 50 is put into lower floor's spherical shell 24, is then put into the spheroid 10 being located in upper strata spherical shell 22 On sphere tetrafluoro plate 50 in lower floor's spherical shell 24, and by the peripheral hardware tongue and groove 220 of upper strata spherical shell 22 and lower floor's spherical shell 24 If the chimeric splicing of tongue and groove 240, it is directed at upper strata spherical shell 22 and the junction of lower floor spherical shell 24, formation X-type resistance to plucking keyway 60, then X-type resistance to plucking key 62 is embedded in resistance to plucking keyway 60, upper strata spherical shell 22 is connected with the rivet clasp of lower floor spherical shell 24.
E. the bearing top plate 30 of the utility model antidetonation universal spherical joint supporter is passed through into connecting bolt and the upper steel of building Structure connects;The base-plate 40 of the utility model antidetonation universal spherical joint supporter is passed through into anchor bolt and the bottom coagulation of building Earth foundation connects.
The utility model antidetonation universal spherical joint supporter not only meets outward appearance needs, and meets that the stress of all directions will Ask, and using tongue and groove connection and resistance to plucking key by the way of connect upper strata spherical shell and lower floor's spherical shell, avoid upper strata spherical shell and under Welding between layer spherical shell, so as to reduce the destruction to sphere tetrafluoro plate.The utility model antidetonation universal spherical joint supporter, maximum are perpendicular Reach 18000KN to stress load, maximum horizontal stress load reaches 8000KN, solves steel construction and used in architectural engineering The limited technical barrier of aseismatic bearing.

Claims (8)

  1. A kind of 1. antidetonation universal spherical joint supporter, it is characterised in that:It is described including spherical shell, spheroid, bearing top plate and base-plate Spherical shell is connected with lower floor spherical shell by upper strata spherical shell and formed, and lower floor's spherical shell bottom is fixedly connected with the base-plate;It is described The top of upper strata spherical shell is opening-like, and the spheroid is located in the spherical shell, and has a connecting portion, the company at the top of the spheroid Socket part passes through the opening of the upper strata spherical shell and is connected to the bearing top plate.
  2. 2. antidetonation universal spherical joint supporter according to claim 1, it is characterised in that:Also include a sphere tetrafluoro plate, it is described Sphere tetrafluoro plate is between the spherical shell and the spheroid.
  3. 3. antidetonation universal spherical joint supporter according to claim 1, it is characterised in that:The upper strata spherical shell and lower floor's ball The junction of shell connects for tongue and groove.
  4. 4. antidetonation universal spherical joint supporter according to claim 3, it is characterised in that:The bottom position of the upper strata spherical shell Tongue and groove is set in having with peripheral hardware tongue and groove, at the tip position of lower floor's spherical shell.
  5. 5. antidetonation universal spherical joint supporter according to claim 1, it is characterised in that:The upper strata spherical shell and lower floor's ball The opening position of shell connection is provided with X-type resistance to plucking keyway, and the X-type being engaged with the X-type resistance to plucking keyway is equiped with the resistance to plucking keyway Resistance to plucking key, the upper strata spherical shell are fastened with lower floor's spherical shell by the X-type resistance to plucking key connection.
  6. 6. antidetonation universal spherical joint supporter according to claim 1, it is characterised in that:The antidetonation universal spherical joint supporter uses Steel member is made.
  7. 7. antidetonation universal spherical joint supporter according to claim 6, it is characterised in that:The spheroid connecting portion and the bearing Top plate is connected by the way of groove welding is penetrated.
  8. 8. antidetonation universal spherical joint supporter according to claim 6, it is characterised in that:Lower floor's spherical shell and the bearing bottom Plate is connected by the way of penetration welding.
CN201720499215.1U 2017-05-05 2017-05-05 Antidetonation universal spherical joint supporter Expired - Fee Related CN206971865U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720499215.1U CN206971865U (en) 2017-05-05 2017-05-05 Antidetonation universal spherical joint supporter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720499215.1U CN206971865U (en) 2017-05-05 2017-05-05 Antidetonation universal spherical joint supporter

Publications (1)

Publication Number Publication Date
CN206971865U true CN206971865U (en) 2018-02-06

Family

ID=61412757

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720499215.1U Expired - Fee Related CN206971865U (en) 2017-05-05 2017-05-05 Antidetonation universal spherical joint supporter

Country Status (1)

Country Link
CN (1) CN206971865U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593428A (en) * 2019-08-16 2019-12-20 黑龙江省地震办公室 Universal-multistage energy-consumption beam-column joint sealing damper and mounting method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593428A (en) * 2019-08-16 2019-12-20 黑龙江省地震办公室 Universal-multistage energy-consumption beam-column joint sealing damper and mounting method

Similar Documents

Publication Publication Date Title
CN108978449A (en) A kind of connector uses the spigot-and-socket construction precast assembly bridge pier of grout sleeve
CN106930593A (en) Bamboo(Wood)Frame structure beam column assembled energy dissipation node
CN206971865U (en) Antidetonation universal spherical joint supporter
CN107338864A (en) A kind of prefabricated reinforced concrete frame structure node
CN207260179U (en) Pseudo-classic architecture suspension column joins structure
CN205804619U (en) A kind of building keel scalable built-in groove
CN208714201U (en) A kind of superhigh tenacity concrete fashioned iron composite structure
CN208899494U (en) A kind of prestressed concrete supporting tubular pole and crown beam connection structure
CN207686017U (en) A kind of steel frame columns suspension column structure
CN206625366U (en) A kind of more rod members of steel construction, which cross, welds steel node
CN206611713U (en) A kind of multipurpose combination hoe
CN206554071U (en) H profile steel and round steel pipe built pile
CN205804588U (en) A kind of connecting rod edge of a wing thickening type aluminium alloy space structure node
CN209053230U (en) The new Joining Structure of main structure part and embedded part
CN104775608B (en) A kind of integrated form hoistable platform attachment device for special layers high-order bit
CN210105124U (en) Auxiliary reinforcing member for two-way inclined support column base
CN208440997U (en) Rotator construction connection component
CN202830955U (en) Bearing platform
CN207892100U (en) A kind of connection structure between the T plate edge of a wing
CN207131155U (en) Steel pipe lattice type battered leg pillar for contact net installation
CN206110333U (en) Anti -Typhoon lightweight steel construction
CN207685999U (en) PC fabricated construction bean column node dry type connection structures
CN207110299U (en) A kind of decorative cover is counter to beat connector
CN207032550U (en) A kind of articulated elements applied to antidetonation suspension and support
CN205530704U (en) Nail is hung to pre -buried formula of strap muscle

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180206