CN102635165B - House system with X-shaped beams and Y-shaped columns and universal hinging device applying system - Google Patents

House system with X-shaped beams and Y-shaped columns and universal hinging device applying system Download PDF

Info

Publication number
CN102635165B
CN102635165B CN201210119140.1A CN201210119140A CN102635165B CN 102635165 B CN102635165 B CN 102635165B CN 201210119140 A CN201210119140 A CN 201210119140A CN 102635165 B CN102635165 B CN 102635165B
Authority
CN
China
Prior art keywords
foundry goods
cover plate
spherical
bearing
shaped
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
CN201210119140.1A
Other languages
Chinese (zh)
Other versions
CN102635165A (en
Inventor
唐苏滇
张小颖
王艳芝
刘众
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.)
Lianchuang times (Suzhou) Design Co., Ltd
Original Assignee
Suzhou Times Engineering Design & Project Management 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 Suzhou Times Engineering Design & Project Management Co Ltd filed Critical Suzhou Times Engineering Design & Project Management Co Ltd
Priority to CN201210119140.1A priority Critical patent/CN102635165B/en
Publication of CN102635165A publication Critical patent/CN102635165A/en
Application granted granted Critical
Publication of CN102635165B publication Critical patent/CN102635165B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Pivots And Pivotal Connections (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention provides a house system with X-shaped beams and Y-shaped columns, which comprises an X-shaped steel house main beam and Y-shaped steel columns. The invention also provides a universal hinging device applying the house system with the X-shaped beams and the Y-shaped columns, which comprises a spherical hinge casting piece, a support seat and a cover plate which is arranged on the upper end surface of the support seat, wherein the spherical hinge casting piece is in an integrated structure which is formed by a spherical casting piece and a bottom casting piece, the spherical casting piece is embedded in the support seat, the outer edge of the cover plate is welded at the support seat so as to be used for blocking the spherical casting piece form falling off from the interior of the support seat, the bottom end surface of the support seat is welded with the Y-shaped steel columns, and the top end surface of the bottom casting piece is welded with the main X-shaped steel house beam. The universal hinging device can completely release any-directional bending moment of hinged nodes, and can transfer any-directional shearing force and vertical force. The house system and the universal hinging device cam be used for solving the difficult problem that overlarge residual bending moment of the hinged nodes is easily caused and can not be completely released as a large-span and large-inclination top column is hinged with the main beam, so that the safety and the stability of a building can be further ensured.

Description

A kind of X beam Y shape post Housing system and be applied to the universal hinging device of this system
Technical field
The present invention relates to a kind of X beam Y shape post Housing system and be applied to the universal hinging device of this system, belong to construction engineering technical field.
Background technology
In Modern Steel Structure building; often there will be and need capital and the hinged structure of beam; the design great majority that connect for this kind of hinged joint are at present by bolt, to reach the requirement of approximate hinged joint; bolt, except transmitting all shearings, also transmits the outer a small amount of moment of flexure of undelivered inner face.Along with socioeconomic development, increasing large span, the hinged structure of the capital tilting and beam occurs, in this class formation, adopt the mode that a small amount of bolt reaches approximate hinged joint to be set not to have reached hinged requirement at present, because on the node of this class formation, node rotation is larger, total moment of flexure is large, and as connected hinged joint with bolt, its undelivered moment of flexure can be large enough to foot has allowed bolt destroyed.Therefore for this type of special structure, must there is a kind of new linkage, the face inner face Moments of hinged joint can be released completely and be had again sufficient intensity to transmit any direction shearing and vertical force simultaneously.
Summary of the invention
The object of this invention is to provide a kind of X beam Y shape post Housing system addressing the above problem and the universal hinging device that is applied to this system.
Object of the present invention is achieved through the following technical solutions:
A kind of X beam Y shape post Housing system, comprise X-shaped steel house owner's beam and Y shape steel column, the described Y shape steel column of corresponding its quantity twice of described X-shaped steel house owner beam, the Liang Ge branch steel column of Y shape steel column upper end is correspondingly hinged on respectively in four branch beam of X-shaped steel house owner beam, between described Y shape steel column, be parallel to each other, described Y shape steel column is perpendicular to ground.
A kind of universal hinging device that is applied to described X beam Y shape post Housing system, comprise ball pivot foundry goods, bearing, and the cover plate that is arranged on described bearing upper surface, described ball pivot foundry goods is by spherical foundry goods and bottom foundry goods integrative-structure dimerous, it is inner that described spherical foundry goods embeds described bearing, described cover plate outward flange is welded in bearing, be used for stoping described spherical foundry goods to drop out from described bearing inside, described rest base end face is welded in Y shape steel column by column connection seam, described bottom cast top end face is welded in X-shaped steel house owner beam by beam attachment weld.
Further, described ball pivot foundry goods, described bearing and described cover plate are steel casting or steel forgings.
Further, the circular ring type cover plate that described cover plate is comprised of two semicircular ring, the diameter of the interior circular diameter of described cover plate and described spherical foundry goods and bottom foundry goods connecting end surface is suitable.
Further, the interior circular diameter of described cover plate is less than the spherical diameter of described spherical foundry goods.
Further, described spherical foundry goods and bearing are sphere-contact.
Beneficial effect of the present invention is mainly reflected in: described universal hinging device can discharge any direction moment of flexure of hinged joint completely, can also transmit any direction shearing and vertical force, having solved the capital of large span, big-inclination and girder easily causes the remaining moment of flexure of articulated node too large when hinged, the technical barrier that can not be discharged completely, further guarantees the safety and stability of building.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, technical solution of the present invention is described further:
Fig. 1 is the partial enlarged drawing of A in Fig. 2.
Fig. 2 is the schematic diagram of X beam Y shape post Housing system.
Wherein
1 Spherical foundry goods 2 Bottom foundry goods 3 Bearing
4 Cover plate 5 Y shape steel column 6 X-shaped steel house owner beam
The specific embodiment
Refer to Fig. 1 and Fig. 2, the X beam Y shape post Housing system of this practical property, comprise X-shaped steel house owner beam 6 and Y shape steel column 5, two corresponding single X-shaped steel house owner beams 6 of Y shape steel column 5, the Liang Ge branch steel column of two Y shape steel column 5 upper ends, by linkage, be hinged in four branch beam of X-shaped steel house owner beam 6 accordingly respectively, two Y shape steel columns 5 are parallel to each other, and perpendicular to ground, support whole house weight.Can under the prerequisite not affecting the appearance, save more steel like this.
In order to realize X beam Y shape post Housing system, refer to Fig. 1, the present invention has also disclosed a kind of universal hinging device of the X of being applied to beam Y shape post Housing system, comprise ball pivot foundry goods, bearing 3, be arranged on the cover plate 4 of bearing 3 upper surfaces, ball pivot foundry goods is comprised of spherical foundry goods 1 and bottom foundry goods 2, the circular ring type cover plate that cover plate 4 is comprised of two semicircular ring.Spherical foundry goods 1 embeds bearing 3 inside, cover plate 4 outward flanges are welded on bearing 3, be used for stoping described spherical foundry goods 1 to drop out from described bearing 3 inside, bearing 3 bottom end faces are welded in Y shape steel column 5 by column connection seam, and foundry goods 2 top end faces in bottom are welded in X-shaped steel house owner beam 6 by beam attachment weld.
Vertical force and axial force on X-shaped steel house owner beam 6, by the beam attachment weld with bottom foundry goods 2 tops, pass to vertical force and the shearing that spherical foundry goods 1 becomes spherical foundry goods 1 and bottom foundry goods 2, because spherical foundry goods 1 can be in the interior any rotation of steel casting bearing 3, X-shaped steel house owner beam 6 moments of flexure at this device place can be released, shearing and vertical force on spherical foundry goods 1 and bottom foundry goods 2 are passed to bearing 3, and bearing 3 is passed to Y shape steel column 5 by the column connection seam being connected with Y shape steel column 5 by shearing and vertical force again.
Shearing on Y shape steel column 5 passes to bearing 3 at capital by column connection seam, bearing 3 is passed to the spherical foundry goods 1 of ball and bottom foundry goods 2 again, shearing on spherical foundry goods 1 and bottom foundry goods 2 is passed to X-shaped steel house owner beam 6 by beam attachment weld again, because spherical foundry goods 1 can be in the interior any rotation of steel casting bearing 3, the moment of flexure of Y shape steel column 5 capitals is discharged completely, and capital does not exist moment of flexure.Two semicircle cover plates 4 on this outer support 3, also can transmit vertical force upwards simultaneously.
Therefore universal hinging device of the present invention can transmit shearing and the vertical force of any direction, by spherical foundry goods 1, in the interior any rotation of steel casting bearing 3, discharges nodal moment, makes hinged joint not have any direction moment of flexure.Before use, first determine the size of Transfer of Shear and vertical force, then by the spherical foundry goods 1 of calculative determination ball and the size of bottom foundry goods 2 and the size of bearing 3, also have with X-shaped steel house owner beam 6 is connected with the weld seam post of Y shape steel column 5 welding, beam connects big or small.
The present invention still has multiple concrete embodiment, and all employings are equal to replacement or equivalent transformation and all technical schemes of forming, within all dropping on the scope of protection of present invention.

Claims (5)

1. an X beam Y shape post Housing system, it is characterized in that: comprise X-shaped steel house owner beam (6) and Y shape steel column (5), the described Y shape steel column (5) of corresponding its quantity twice of described X-shaped steel house owner beam (6), the Liang Ge branch steel column of Y shape steel column (5) upper end is correspondingly hinged on respectively in four branch beam of X-shaped steel house owner beam (6), between described Y shape steel column (5), be parallel to each other, described Y shape steel column (5) is perpendicular to ground.
2. a universal hinging device that is applied to X beam Y shape post Housing system claimed in claim 1, is characterized in that: comprise ball pivot foundry goods, and bearing (3), and the cover plate (4) that is arranged on described bearing (3) upper surface, wherein:
Described ball pivot foundry goods is that described spherical foundry goods (1) embeds described bearing (3) inside by spherical foundry goods (1) and bottom foundry goods (2) integrative-structure dimerous,
Described cover plate (4) outward flange is welded in bearing (3), for stoping described spherical foundry goods (1) to drop out from described bearing (3) inside,
Described bearing (3) bottom end face is welded in Y shape steel column (5) by column connection seam,
Described bottom foundry goods (2) top end face is welded in X-shaped steel house owner beam (6) by beam attachment weld.
3. universal hinging device according to claim 2, is characterized in that: described ball pivot foundry goods, described bearing (3) and described cover plate (4) are steel casting or steel forgings.
4. universal hinging device according to claim 3, it is characterized in that: the circular ring type cover plate that described cover plate (4) is comprised of two semicircular ring, the diameter interior circular diameter suitable or described cover plate (4) of the interior circular diameter of described cover plate (4) and described spherical foundry goods (1) and bottom foundry goods (2) connecting end surface is less than the spherical diameter of described spherical foundry goods (1).
5. universal hinging device according to claim 4, is characterized in that: described spherical foundry goods (1) is sphere-contact with bearing (3).
CN201210119140.1A 2012-04-23 2012-04-23 House system with X-shaped beams and Y-shaped columns and universal hinging device applying system Active CN102635165B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210119140.1A CN102635165B (en) 2012-04-23 2012-04-23 House system with X-shaped beams and Y-shaped columns and universal hinging device applying system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210119140.1A CN102635165B (en) 2012-04-23 2012-04-23 House system with X-shaped beams and Y-shaped columns and universal hinging device applying system

Publications (2)

Publication Number Publication Date
CN102635165A CN102635165A (en) 2012-08-15
CN102635165B true CN102635165B (en) 2014-04-30

Family

ID=46619730

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210119140.1A Active CN102635165B (en) 2012-04-23 2012-04-23 House system with X-shaped beams and Y-shaped columns and universal hinging device applying system

Country Status (1)

Country Link
CN (1) CN102635165B (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102966179A (en) * 2012-11-26 2013-03-13 厦门福山培林工业部件有限公司 Universal hinge joint assembly of sealed angular contact oscillating bearing steel structure
CN103362217B (en) * 2013-06-03 2016-04-20 河南亚鹰钢结构幕墙工程有限公司 Pivoting support and use the steel structure node articulated structure of this bearing
CN104234202A (en) * 2014-08-27 2014-12-24 中铁大桥勘测设计院集团有限公司 Cylindrical tension and compression support for transferring upper load to lower part or pier foundation
CN106812261A (en) * 2017-01-23 2017-06-09 北京善筑科技股份有限公司 Universal connecting components and the assembled architecture pitched roof system with the connector
CN107435295A (en) * 2017-09-19 2017-12-05 无锡圣丰建筑新材料有限公司 Big load fixes rotary hinged seating
CN108708391B (en) * 2018-07-27 2024-06-04 南京林业大学 Hinge device of wood structure column foot and foundation
CN114319075A (en) * 2021-12-27 2022-04-12 中冶南方城市建设工程技术有限公司 Hidden steel stand top hinge joint

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005105757A (en) * 2003-10-02 2005-04-21 Nakajima Steel Pipe Co Ltd Structural steelwork
CN1981097A (en) * 2004-05-06 2007-06-13 小戴维·霍维 Two-way architectural structural system and modular support member
JP2007332682A (en) * 2006-06-15 2007-12-27 Taisei Corp Dry connection structure of steel column-beam
CN101435234A (en) * 2008-12-12 2009-05-20 北京工业大学 Steel tube concrete - steel support - concrete combined shear wall and manufacturing method thereof
KR101016453B1 (en) * 2007-12-21 2011-02-21 롯데건설 주식회사 Bonding structure of diagonal brace
CN201927268U (en) * 2010-12-30 2011-08-10 浙江工业职业技术学院 Practice teaching platform for steel structure installation
CN201933615U (en) * 2010-11-29 2011-08-17 广州市设计院 Universal hinge joint structure
CN102296750A (en) * 2011-05-31 2011-12-28 中铁十局集团建筑工程有限公司 Wide span prestressed beam string structure and its construction method
CN202610976U (en) * 2012-04-23 2012-12-19 苏州市时代工程咨询设计管理有限公司 X-shaped beam and Y-shaped pillar house system and universal hinge device applied in the same

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005105757A (en) * 2003-10-02 2005-04-21 Nakajima Steel Pipe Co Ltd Structural steelwork
CN1981097A (en) * 2004-05-06 2007-06-13 小戴维·霍维 Two-way architectural structural system and modular support member
JP2007332682A (en) * 2006-06-15 2007-12-27 Taisei Corp Dry connection structure of steel column-beam
KR101016453B1 (en) * 2007-12-21 2011-02-21 롯데건설 주식회사 Bonding structure of diagonal brace
CN101435234A (en) * 2008-12-12 2009-05-20 北京工业大学 Steel tube concrete - steel support - concrete combined shear wall and manufacturing method thereof
CN201933615U (en) * 2010-11-29 2011-08-17 广州市设计院 Universal hinge joint structure
CN201927268U (en) * 2010-12-30 2011-08-10 浙江工业职业技术学院 Practice teaching platform for steel structure installation
CN102296750A (en) * 2011-05-31 2011-12-28 中铁十局集团建筑工程有限公司 Wide span prestressed beam string structure and its construction method
CN202610976U (en) * 2012-04-23 2012-12-19 苏州市时代工程咨询设计管理有限公司 X-shaped beam and Y-shaped pillar house system and universal hinge device applied in the same

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
郑春林,王宏斌,马越,李杨.张家界荷花机场新航站楼主楼屋盖钢结构设计.《工业建筑》.2011,第41卷(第10期),第115-118页. *

Also Published As

Publication number Publication date
CN102635165A (en) 2012-08-15

Similar Documents

Publication Publication Date Title
CN102635165B (en) House system with X-shaped beams and Y-shaped columns and universal hinging device applying system
CN201292573Y (en) Local sleeve steel tube reinforced concrete prefabricated column for IMS system
CN202610976U (en) X-shaped beam and Y-shaped pillar house system and universal hinge device applied in the same
CN206174504U (en) Steel structure support
CN206737120U (en) A kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band
CN105256917A (en) Prestressed shear wall and vertical joint combining-connecting structure and construction method thereof
CN103243818B (en) The connected node of a kind of concrete column and girder steel
CN102587538B (en) Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams
CN206737119U (en) A kind of replaceable Prefabricated Concrete frame joint of beam-ends with elliptical aperture splicing steel plate
CN103866869A (en) Reinforced steel pipe column and H-shaped beam connection node
CN103541430A (en) Support connection structure for steel structure corridor
CN206034647U (en) A steel core concrete column and a girder steel T shape connected node's structure
CN205171734U (en) Precast shear wall perps built -up connection structure
CN202187430U (en) Rotatable bailey special joint
CN201103194Y (en) Girder for light steel factory building roofing underplate installation
CN205617553U (en) Modularized assembly type steel structure house building system
CN203794504U (en) Internal-climbing plug-in tower crane support structure
CN105402868B (en) A kind of fixing bracket system for heavy caliber air-conditioning standpipe in high-rise building
CN106320535A (en) Beam column connection piece
CN203603366U (en) Extensive cantilever truss
CN106276630A (en) A kind of internal-climbing tower crane supporting construction of band shearing frame
CN104110072A (en) Hemispherical hollow welding sphere joint for large-span space steel structure support
CN110344332A (en) Support is used in bridge king-tower entablature construction
WO2016170555A1 (en) Device for connecting two beams and structure comprising said device
TWI751278B (en) Temporary support

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 215000 Jiangsu Province, Suzhou City Industrial Park, No. 199 Lane Tinglan

Patentee after: Lianchuang times (Suzhou) Design Co., Ltd

Address before: Yang Zhi Tang Lu Loufeng Town Industrial Park of Suzhou city of Jiangsu Province in 215000

Patentee before: TIMES ENGINEERING DESIGN & PROJECT MANAGEMENT Co.,Ltd.