CN207892026U - A kind of Staggered Truss Structure Systems using part coupled column - Google Patents

A kind of Staggered Truss Structure Systems using part coupled column Download PDF

Info

Publication number
CN207892026U
CN207892026U CN201820007072.2U CN201820007072U CN207892026U CN 207892026 U CN207892026 U CN 207892026U CN 201820007072 U CN201820007072 U CN 201820007072U CN 207892026 U CN207892026 U CN 207892026U
Authority
CN
China
Prior art keywords
part coupled
coupled column
web
truss structure
staggered
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
CN201820007072.2U
Other languages
Chinese (zh)
Inventor
徐国军
蒋路
张洋
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.)
Zhejiang Green Building Integration Technology Co Ltd
Original Assignee
Zhejiang Green Building Integration Technology 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=63551243&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=CN207892026(U) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Zhejiang Green Building Integration Technology Co Ltd filed Critical Zhejiang Green Building Integration Technology Co Ltd
Priority to CN201820007072.2U priority Critical patent/CN207892026U/en
Application granted granted Critical
Publication of CN207892026U publication Critical patent/CN207892026U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model is related to a kind of Staggered Truss Structure Systems using part coupled column comprising part coupled column, steel truss and longitudinal framing beam;Wherein, the part coupled column includes web, and is arranged on web both ends and the vertical edge of a wing of web and;Concrete is filled between the edge of a wing;The steel truss is connected to by gusset plate between the part coupled column being oppositely arranged;The longitudinal framing beam connects adjacent part coupled column.The utility model uses the Staggered Truss Structure Systems of part coupled column, pillar section is sleeve configuration, and the strong axis direction in section and being parallel transversely disposed for structure, increase the longitudinal rigidity of structure under the premise of on building function almost without influence, staggered truss structure is made to coordinate in vertical and horizontal rigidity.

Description

A kind of Staggered Truss Structure Systems using part coupled column
【Technical field】
The utility model is related to a kind of Staggered Truss Structure Systems, and in particular to a kind of staggeredly purlin using part coupled column Frame structural body system belongs to assembled architecture technical field.
【Background technology】
Staggered Truss Structure Systems are a kind of novel structural system, structure arrangement of features be transverse truss staggered floor, every Pin interlaced arrangements, it is longitudinal to connect each truss structure with Vierendeel girder, structure be capable of providing two columns away from large space so that space It is laid out more flexible.
However, since truss is capable of providing prodigious lateral stiffness, along with floor imitates the partition board that chord member of truss generates It answers so that the lateral stiffness of Staggered-truss System is more much bigger than longitudinal.So, structure will be made in earthquake or wind load Effect is lower to generate bigger torsional displacement, influences structure safety and the normal use of building.
Therefore, in order to solve the above technical problems, it is necessory to provide a kind of staggeredly purlin using part coupled column of innovation Frame structural body system, to overcome the defect in the prior art.
【Utility model content】
To solve the above problems, the purpose of this utility model is to provide a kind of staggered truss knots using part coupled column Structure system, column section is combined as sleeve configuration in part, and the strong axis direction in section and being parallel transversely disposed for structure, to building Function almost without influence under the premise of increase structure longitudinal rigidity, so that staggered truss structure is coordinated in vertical and horizontal rigidity.
To achieve the above object, the technical solution that the utility model is taken is:A kind of staggeredly purlin using part coupled column Frame structural body system comprising part coupled column, steel truss and longitudinal framing beam;Wherein, the part coupled column includes web, And it is arranged on web both ends and the vertical edge of a wing of web and;Concrete is filled between the edge of a wing;The steel truss passes through Gusset plate is connected between the part coupled column being oppositely arranged;The longitudinal framing beam connects adjacent part coupled column.
The Staggered Truss Structure Systems using part coupled column of the utility model are further arranged to:The part combination The cross section of column is rectangular, and cross-sectional length is more than 2 times of cross-sectional width;And cross-sectional length direction is weak axis direction, section is wide Degree direction is strong axis direction.
The Staggered Truss Structure Systems using part coupled column of the utility model are further arranged to:Odd-level and even number The steel truss of layer is arranged in dislocation.
The Staggered Truss Structure Systems using part coupled column of the utility model are further arranged to:The steel truss packet Top boom, lower boom are included, the diagonal web member and vertical web rod being supported between top boom, lower boom;The top boom and lower boom End is welded with the gusset plate.
The Staggered Truss Structure Systems using part coupled column of the utility model are also configured to:The part group being oppositely arranged The web of zygostyle is oppositely arranged;The web of adjacent part coupled column is in the same plane.
Compared with prior art, the utility model has the advantages that:
1. pillar uses part coupled column generation in the Staggered Truss Structure Systems using part coupled column of the utility model For common steel column, pillar is designed as long and narrow rectangle, and pillar is greatly improved around the bending stiffness of strong axis so that structure is vertical To anti-side rigidity increase substantially, the vertical cross stiffness of structure tends to balance.
2. the Staggered Truss Structure Systems using part coupled column of the utility model are replaced common using part coupled column Steel structure column, the bearing power increase of pillar, fire protecting performance also substantially enhances.
3. the part coupled column and panel point of the Staggered Truss Structure Systems using part coupled column of the utility model Between be to be bolted entirely, simple structure is easy to operate, and power transmission is clear.
4. the construction method of the Staggered Truss Structure Systems using part coupled column of the utility model is simple and practicable, it is convenient for Batch production is prefabricated.
【Description of the drawings】
Fig. 1 is the part coupled column section in the Staggered Truss Structure Systems using part coupled column of the utility model Figure.
Fig. 2 is the structural representation of the steel truss in the Staggered Truss Structure Systems using part coupled column of the utility model Figure.
Fig. 3 is the plan view of the Staggered Truss Structure Systems using part coupled column in odd-level of the utility model.
Fig. 4 is the plan view of the Staggered Truss Structure Systems using part coupled column in even level of the utility model.
Fig. 5 is the partial enlarged view at A in Fig. 4.
【Specific implementation mode】
It please refers to shown in Figure of description 1 to attached drawing 5, the utility model is a kind of staggered truss using part coupled column Structural system is assembled by several parts such as part coupled column 1, steel truss 2 and longitudinal framing beams 3.
Wherein, the part coupled column 1 is by web 11, and is arranged on 11 both ends of web and the vertical edge of a wing of web 11 and 12 are welded.Concrete 13 is filled between the edge of a wing 12.
The cross section of the part coupled column 1 is rectangular, and cross-sectional length is more than 2 times of cross-sectional width;And cross-sectional length Direction is weak axis direction, and cross-sectional width direction is strong axis direction.The web 11 for the part coupled column 1 being oppositely arranged is oppositely arranged; The web 11 of adjacent part coupled column 1 is in the same plane.
The steel truss 2 is connected to by gusset plate 4 between the part coupled column 1 being oppositely arranged.Odd-level (such as Fig. 3) and The steel truss 2 of even level (such as Fig. 4) is arranged in dislocation.Further, the steel truss 2 is by top boom 21, lower boom 22, support Several parts such as diagonal web member 23 and vertical web rod 24 between top boom 21, lower boom 22 are welded;The top boom 21 is under The end of chord member 22 is welded with the gusset plate 4.
The longitudinal framing beam 3 connects adjacent part coupled column 1.
The construction method of the Staggered Truss Structure Systems using part coupled column of the utility model includes following technique step Suddenly:
1), pre-erection coupled column 1:The edge of a wing 12 is welded in the both ends of web 11, becomes H profile steel, on the edge of a wing 12 Between fill concrete 13;
2), prefabricated steel truss 2, and the Preserved node plate 4 on steel truss 2, it is convenient to be connect with part coupled column 1;
3) installation section coupled column 1, is arranged, wherein the transverse direction of the strong axis direction and structural system in 1 section of part coupled column It is parallel, the weak axis direction of part coupled column 1 and structural system it is parallel longitudinal;
4) after, installation is complete after part coupled column 1, steel structure truss 2 is installed, passes through gusset plate 4 and bolt and part group Zygostyle 1 is articulated and connected;
5), part coupled column 1 has just connect in weak axis direction and longitudinal steel-frame beam 3.
Above specific implementation mode is only the preferred embodiment of this creation, all in this wound not to limit this creation Any modification, equivalent substitution, improvement and etc. done within the spirit and principle of work, should be included in this creation protection domain it It is interior.

Claims (5)

1. a kind of Staggered Truss Structure Systems using part coupled column, it is characterised in that:Including part coupled column, steel truss with And longitudinal framing beam;Wherein, the part coupled column includes web, and is arranged in web both ends and and the vertical wing of web Edge;Concrete is filled between the edge of a wing;The steel truss be connected to by gusset plate the part coupled column that is oppositely arranged it Between;The longitudinal framing beam connects adjacent part coupled column.
2. using the Staggered Truss Structure Systems of part coupled column as described in claim 1, it is characterised in that:The part group The cross section of zygostyle is rectangular, and cross-sectional length is more than 2 times of cross-sectional width;And cross-sectional length direction is weak axis direction, section Width direction is strong axis direction.
3. using the Staggered Truss Structure Systems of part coupled column as described in claim 1, it is characterised in that:Odd-level and idol Several layers of steel truss is arranged in dislocation.
4. using the Staggered Truss Structure Systems of part coupled column as described in claim 1, it is characterised in that:The steel truss Including top boom, lower boom, the diagonal web member and vertical web rod that are supported between top boom, lower boom;The top boom and lower boom End be welded with the gusset plate.
5. using the Staggered Truss Structure Systems of part coupled column as described in claim 1, it is characterised in that:It is oppositely arranged The web of part coupled column is oppositely arranged;The web of adjacent part coupled column is in the same plane.
CN201820007072.2U 2018-01-03 2018-01-03 A kind of Staggered Truss Structure Systems using part coupled column Active CN207892026U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820007072.2U CN207892026U (en) 2018-01-03 2018-01-03 A kind of Staggered Truss Structure Systems using part coupled column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820007072.2U CN207892026U (en) 2018-01-03 2018-01-03 A kind of Staggered Truss Structure Systems using part coupled column

Publications (1)

Publication Number Publication Date
CN207892026U true CN207892026U (en) 2018-09-21

Family

ID=63551243

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820007072.2U Active CN207892026U (en) 2018-01-03 2018-01-03 A kind of Staggered Truss Structure Systems using part coupled column

Country Status (1)

Country Link
CN (1) CN207892026U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109372099A (en) * 2018-11-30 2019-02-22 中国十七冶集团有限公司 A kind of assembling type steel structure Staggered-truss System and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109372099A (en) * 2018-11-30 2019-02-22 中国十七冶集团有限公司 A kind of assembling type steel structure Staggered-truss System and construction method

Similar Documents

Publication Publication Date Title
CN106013506A (en) Anti-buckling steel plate seismic shear wall provided with stiffening ribs
CN102535679B (en) Shear wall with dense ribs and clad steel plates
CN209637104U (en) A kind of moving seesaw-type mechanism semi-girder truss energy-dissipating and shock-absorbing system
CN207892026U (en) A kind of Staggered Truss Structure Systems using part coupled column
CN100398770C (en) Method of employing assembled steel arch truss to reinforce metal arch corrugated plate roofing
CN111119333A (en) Steel frame beam column cross node
CN107338865B (en) Rigidity-balanced staggered truss steel structure system
CN206360205U (en) large-span concrete truss structure
CN103276801B (en) A kind of assembling many Tall Steels shaped pile frame-prestressing force center support system
CN109610640B (en) Portal rigid frame connection structure based on composite column limb
CN111910755B (en) Support system of high-rise assembled steel structure frame and construction method thereof
CN108252412A (en) A kind of Staggered Truss Structure Systems and its construction method using part coupled column
CN212376027U (en) Self-resetting modularized steel structure inter-module node
CN209066725U (en) A kind of concrete-filled steel tube truss-armored concrete board combining structure
CN211774625U (en) H-shaped steel and reinforced concrete column hinged joint
CN211081110U (en) Reinforced concrete beam plate structure of rear steel structure continuous beam
CN111042323A (en) X-shaped vertical face intersection node formed by welding box-type steel pipes and application
CN111364647A (en) Assembled outer frame shear wall structure system and construction method thereof
CN102409758A (en) Truss structure system for improving large-span truss power performance
CN206438603U (en) A kind of rigidity staggered truss steel structure system in a balanced way
CN219431008U (en) Assembled special-shaped column steel frame-supporting structure system capable of recovering functions
CN104343205B (en) plate truss structure
CN214402870U (en) Reinforced structure of steel structure beam
CN211816898U (en) Truss conversion layer structure node structure
CN110374212B (en) Connection structure of roof and anti-wind post and roof truss structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Dongyue Green Building Integrated Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2019330000016

Denomination of utility model: Staggered truss structure system adopting partial combined columns and construction method thereof

Granted publication date: 20180921

License type: Common License

Record date: 20190917

Assignee: Qinhuangdao Seiko Green Building Integrated Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2019330000017

Denomination of utility model: Staggered truss structure system adopting partial combined columns and construction method thereof

Granted publication date: 20180921

License type: Common License

Record date: 20190917

EE01 Entry into force of recordation of patent licensing contract

Assignee: Henan Green Building Technology Development Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2019330000015

Denomination of utility model: Staggered truss structure system adopting partial combined columns and construction method thereof

Granted publication date: 20180921

License type: Common License

Record date: 20190919

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Anhui changgu New Construction Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2020330000055

Denomination of utility model: A staggered truss structure system with partial composite columns

Granted publication date: 20180921

License type: Common License

Record date: 20200806

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Shandong Tianyuan Jinggong Green Integrated Building Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2020330000115

Denomination of utility model: A staggered truss structure system with partial composite columns

Granted publication date: 20180921

License type: Common License

Record date: 20201216

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023990000037

Denomination of utility model: A Staggered Truss Structure System with Partial Composite Columns

Granted publication date: 20180921

License type: Common License

Record date: 20230113

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023980034645

Denomination of utility model: A Staggered Truss Structure System Using Partial Composite Columns

Granted publication date: 20180921

License type: Common License

Record date: 20230413

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023980034833

Denomination of utility model: A Staggered Truss Structure System Using Partial Composite Columns

Granted publication date: 20180921

License type: Common License

Record date: 20230421

EE01 Entry into force of recordation of patent licensing contract