CN206737538U - A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework - Google Patents

A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework Download PDF

Info

Publication number
CN206737538U
CN206737538U CN201720494565.9U CN201720494565U CN206737538U CN 206737538 U CN206737538 U CN 206737538U CN 201720494565 U CN201720494565 U CN 201720494565U CN 206737538 U CN206737538 U CN 206737538U
Authority
CN
China
Prior art keywords
lattice
mobile jib
steel pipe
rectangle
web member
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
CN201720494565.9U
Other languages
Chinese (zh)
Inventor
张玉明
雷晓标
顾群
应捷
贾鹏
王宁壁
李坤
郭婵娟
李毅
张伟
张咪
张红
常伟
刘峰
李尤
雷蕾
魏文彬
田旭鹏
朱旭明
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.)
Northwest Electric Power Design Institute of China Power Engineering Consulting Group
Original Assignee
Northwest Electric Power Design Institute of China Power Engineering Consulting Group
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 Northwest Electric Power Design Institute of China Power Engineering Consulting Group filed Critical Northwest Electric Power Design Institute of China Power Engineering Consulting Group
Priority to CN201720494565.9U priority Critical patent/CN206737538U/en
Application granted granted Critical
Publication of CN206737538U publication Critical patent/CN206737538U/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 kind of half-phase and passes through half bolted 750kV steel pipe lattice types framework, the web member on the front and rear two sides of lattice truss column equal in width is connected with mobile jib using related subgroup, the web member on the left and right two sides of Trapezoidal and mobile jib use gusset plate bolt connection, and the web member on two sides is connected with mobile jib using related subgroup before and after lattice frame girder, the web member of upper and lower surface and mobile jib are connect in succession using node crab bolt;Lattice framework entirety front-back using mutually pass through connection after lattice beam column main material and abdomen material section it is smaller, the auxiliary material such as gusset plate, stiffener and connecting bolt of nearly half quantity is cancelled simultaneously, the overall steel using amount of 750kV steel pipe lattice type frameworks is greatly reduced, economic and energy saving environmental benefit is notable, and overall facade effect is more attractive slim and graceful.

Description

A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework
【Technical field】
The utility model belongs to power transmission and transformation field, is related to a kind of half-phase and passes through half bolted 750kV steel pipe lattice types structure Frame.
【Background technology】
So far, the Northwest, which has more than 30 Duo Zuo 750kV transformer stations and built up, puts into operation.In 750kV transformer stations 750kV frameworks are the emphasis of design, difficult point, and bright spot.In addition to ensuring structure securely and reliably, still it is considered as cost and perception is light Skilful factor.
Existing rectangular steel pipe lattice framework is made up of steel pipe frame column, rectangular steel pipe lattice girder.Rectangular steel pipe lattice The beam column of framework is connected with 4 round steel pipe chord members with many round steel pipe web members respectively, forms space gate framework, and shared is led Line pulling force effect, have the advantages that structural bearing capacity is high, rigidity is big, save material, good appearance.Lattice framework beam column four The mobile jib and web member in face use gusset plate bolt connection, and it is processed, be zinc-plated, transport and installation are more convenient, existing It is used widely in 750kV and 1000kV frameworks.
The shortcomings that this kind of framework is the use of the auxiliary materials such as connecting node plate, stiffener and the connecting bolt of beam column mobile jib and web member Steel amount is larger, accounts for framework entirety steel using amount 30% or so.Assembling workload is larger simultaneously, fails more preferably to embody assembled change The theory in power station.
Although the node type of attachment simple structure of said structure, stress is clear and definite, big with transformer station and current conversion station Size expansion, the shortcomings that gusset plate bolt connection node steel using amount accounting is big and Assembling is slow, also more highlight.
【Utility model content】
The purpose of this utility model is that providing a kind of half-phase passes through half bolted 750kV steel pipe lattice types framework, greatly Width reduces overall steel using amount, while reduces Assembling workload, accelerates construction and installation speed, and economic and energy saving environmental benefit shows Write, overall facade effect is more attractive slim and graceful.
To reach above-mentioned purpose, this patent takes following scheme to be achieved:
A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework, including rectangle lattice truss column and rectangle Lattice frame girder;Rectangle lattice truss column is made up of more web members of four mobile jibs and connection mobile jib, rectangle lattice structure The leptoprosopy of trestle opposite end two is equal in width, and two relative wide faces are Trapezoidal in addition, gradually taper up section bottom-up, most End form into a bottom surface be rectangle, top surface be square terrace edge shape, two leptoprosopy of rectangle lattice truss column equal in width Web member is connected with mobile jib using related subgroup, two wide the face web member and mobile jib of Trapezoidal use gusset plate bolt connection;Rectangle Lattice frame girder is also made up of more web members of four mobile jibs and connection mobile jib, ultimately forms a rectangular shape, framework The web member in former and later two faces of beam is connected with mobile jib using related subgroup, the web member of upper and lower surfaces and mobile jib use node crab bolt Connection.
Further, the wide face of rectangle lattice truss column Trapezoidal bottom-up, is changed into 2.0m from 6.0m contractings.
Further, the mobile jib and the equal surface of web member of rectangle lattice truss column and rectangle lattice frame girder are zinc-plated.
Further, rectangle lattice truss column and rectangle lattice frame girder use gusset plate bolt connection position, web member Rod member termination plate is T-shaped plate or groove profile plate.
Further, gusset plate used in rectangle lattice truss column and rectangle lattice frame girder is provided with stiffener.
Further, rectangle lattice truss column equal in width leptoprosopy and rectangle lattice frame girder front-back are overall in blocks It is welded.
750kV steel pipe lattice types framework of the present utility model passes through half bolt connection using half-phase:Lattice truss column is wide The web member in former and later two faces of degree is connected with mobile jib using related subgroup, the web member in the face of the left and right of Trapezoidal two and mobile jib use Gusset plate bolt connection;Former and later two overall faces of lattice framework are using after mutually passing through connection, and the overall area that keeps out the wind diminishes, institute Reduced by wind load, trussed member section and key dimension can be turned down accordingly, while overall facade effect is more attractive slim and graceful.
Result of calculation shows that lattice beam column main material and abdomen material after connection are mutually passed through in the use of lattice framework entirety front-back Section is smaller, while the auxiliary material such as gusset plate, stiffener and connecting bolt of nearly half quantity is cancelled, and 750kV steel is greatly reduced The overall steel using amount of pipe lattice framework, economic and energy saving environmental benefit are notable;The gusset plate of the nearly half of lattice framework beam column The welding of intersection factory is changed to, full wafer is transported to scene and assembled, and reduces Assembling workload, significantly accelerates construction peace Fill speed.
Reduce main material and the abdomen material section of framework beam column, it is auxiliary to cancel gusset plate, stiffener and the bolt of nearly half quantity etc. Material, is greatly decreased the overall steel using amount of 750kV steel pipe lattice type frameworks, while reduces Assembling workload, significantly accelerates to apply Work installation rate, economic and energy saving environmental benefit are notable.(this section repeats with the last period, can cancel)
【Brief description of the drawings】
The wide face schematic diagram of the bolted post of Fig. 1 a lattice frameworks;
Fig. 1 b lattices frameworks mutually pass through the post leptoprosopy schematic diagram of connection;
Fig. 2 a gusset plate bolt connection schematic diagrames;
Fig. 2 b phases pass through connection diagram;
【Embodiment】
The utility model is described in detail with reference to the accompanying drawings and examples:
As shown in Fig. 1 a, Fig. 1 b, Fig. 2 a and Fig. 2 b, the utility model 750kV steel pipe lattice types framework passes through half using half-phase Bolt connection:The web member in former and later two faces of lattice truss column equal in width and mobile jib connected using related subgroup, Trapezoidal The web member and mobile jib in the face of left and right two use gusset plate bolt connection;
The web member in former and later two faces of lattice frame girder is connected with mobile jib using related subgroup, the web member of upper and lower surfaces and Mobile jib uses gusset plate bolt connection;
Former and later two overall faces of lattice framework are using after mutually passing through connection, and the overall area that keeps out the wind diminishes, institute wind-engaging lotus Carry and reduce, trussed member section and key dimension can be turned down accordingly, while overall facade effect is more attractive slim and graceful.
Rectangle lattice truss column, using connection is mutually passed through, no gusset plate, is put more energy into rectangle lattice frame girder part of nodes The annex such as plate and bolt;Part of nodes uses gusset plate bolt connection, and web member rod member termination plate is that T-shaped plate or groove profile are inserted Plate, stiffener is equipped with gusset plate.
The utility model node passes through half bolted 750kV steel pipe lattice types framework using half-phase, by rectangular frame post 2 faces in 4 faces each with beam are changed to mutually pass through connection by gusset plate bolt connection, and another 2 face still uses gusset plate bolt connection, are saved The steel using amount of the auxiliary materials such as gusset plate, stiffener and connecting bolt.
It is a kind of Type of Welding of steel pipe crossed node mutually to pass through weldering, and the place intersected between round steel pipe and round steel pipe is space Curve, mutually pass through weldering be exactly along these curves to pipe progress seamless welding.
For rectangle lattice column, the wide face of Trapezoidal is changed into 2.0m (with hanging wire beam width, beam bottom-up, from 6.0m contractings The ground terminal or lightning rod that absolute altitude is typically designed as collapsing with upper prop), using mutually passing through, connection is integral not readily transportable.Therefore, The front-back that two width of post are 2.0m mutually passes through to connection is integral to be transported to scene, then with the left and right face of post Trapezoidal using saving Point crab bolt connection is assembled.There are flange connecting portion and beam-to-column joint position for beam column main material, gusset plate spiral shell need to be used Tether to connect and be easy to segmental machining transport installation.
For rectangle lattice girder, if weldering is all mutually passed through in 4 faces, 2.0m × 2.0m heavy in section rectangular beam is zinc-plated and transports all It is relatively difficult.Therefore, the front and rear two sides mobile jib in 4 faces of beam is mutually passed through into connection respectively with web member, then by before and after beam two Individual integral planar is fitted together by the web member of beam top and bottom with gusset plate bolt connection.
Above content is to combine specific preferred embodiment further detailed description of the utility model, it is impossible to Assert that specific embodiment of the present utility model is only limitted to this, for the utility model person of an ordinary skill in the technical field For, without departing from the concept of the premise utility, some simple deduction or replace can also be made, should be all considered as Belong to the utility model and determine scope of patent protection by the claims submitted.

Claims (6)

1. a kind of half-phase passes through half bolted 750kV steel pipe lattice types framework, it is characterised in that:Including rectangle lattice framework Post and rectangle lattice frame girder;
Rectangle lattice truss column is made up of more web members of four mobile jibs and connection mobile jib, rectangle lattice truss column opposite end two Individual leptoprosopy is equal in width, and two relative wide faces are Trapezoidal in addition, gradually taper up section bottom-up, ultimately form one The terrace edge shape that bottom surface is rectangle, top surface is square, the two leptoprosopy web members and mobile jib of rectangle lattice truss column equal in width Connected using related subgroup, two of Trapezoidal wide face web member and mobile jib use gusset plate bolt connection;
Rectangle lattice frame girder is also made up of more web members of four mobile jibs and connection mobile jib, ultimately forms a cuboid Shape, the web member in former and later two faces of frame girder is connected with mobile jib using related subgroup, the web member of upper and lower surfaces and mobile jib are using section Point crab bolt connection.
2. half-phase according to claim 1 passes through half bolted 750kV steel pipe lattice types framework, it is characterised in that:Square The wide face of shape lattice truss column Trapezoidal is changed into 2.0m bottom-up, from 6.0m contractings.
3. half-phase according to claim 1 passes through half bolted 750kV steel pipe lattice types framework, it is characterised in that:Square The mobile jib and the equal surface of web member of shape lattice truss column and rectangle lattice frame girder are zinc-plated.
4. the half-phase according to claim 1,2 or 3 passes through half bolted 750kV steel pipe lattice types framework, its feature exists In:Rectangle lattice truss column and rectangle lattice frame girder use gusset plate bolt connection position, web member rod member termination plate For T-shaped plate or groove profile plate.
5. the half-phase according to claim 1,2 or 3 passes through half bolted 750kV steel pipe lattice types framework, its feature exists In:Gusset plate used in rectangle lattice truss column and rectangle lattice frame girder is provided with stiffener.
6. the half-phase according to claim 1,2 or 3 passes through half bolted 750kV steel pipe lattice types framework, its feature exists In:Rectangle lattice truss column equal in width leptoprosopy and rectangle lattice frame girder front-back are that entirety is welded in flakes.
CN201720494565.9U 2017-05-05 2017-05-05 A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework Active CN206737538U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720494565.9U CN206737538U (en) 2017-05-05 2017-05-05 A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720494565.9U CN206737538U (en) 2017-05-05 2017-05-05 A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework

Publications (1)

Publication Number Publication Date
CN206737538U true CN206737538U (en) 2017-12-12

Family

ID=60562790

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720494565.9U Active CN206737538U (en) 2017-05-05 2017-05-05 A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework

Country Status (1)

Country Link
CN (1) CN206737538U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107091006A (en) * 2017-05-05 2017-08-25 中国电力工程顾问集团西北电力设计院有限公司 A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework
CN107893480A (en) * 2017-12-14 2018-04-10 西安建筑科技大学 A kind of assembled connecting node of lattice beam and post

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107091006A (en) * 2017-05-05 2017-08-25 中国电力工程顾问集团西北电力设计院有限公司 A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework
CN107893480A (en) * 2017-12-14 2018-04-10 西安建筑科技大学 A kind of assembled connecting node of lattice beam and post

Similar Documents

Publication Publication Date Title
CN104912190A (en) Dry type joggle frame structure
CN202370253U (en) Assembly type single-row vertical rod machining shed for building construction site
CN204252285U (en) Assembling energy-dissipating type bean column node
CN102644403B (en) Holding pole with detachable standard knots
CN203808251U (en) Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount
CN203701323U (en) High-intensity steel column-common steel beam-low-yield-point steel support trebling earthquake fortification high-performance steel structure system
CN206737538U (en) A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework
CN103532048B (en) A kind of large-scale lattice crossing frame of Rapid Combination
CN107165274A (en) A kind of many high-rise assembled modularization Self-resetting steel construction H profile steel post frame systems
CN107091006A (en) A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework
CN203729623U (en) Assembled machining shed for building construction
CN207121993U (en) The hinged joint that a kind of reinforced concrete frame structure bracing members are reinforced
CN207296110U (en) A kind of curtain wall beam column construction
CN204212261U (en) Post and curved beam horizontal flexibility connection space structural system
CN202866003U (en) Novel panel point structure of spatial steel pipe truss steel suspension platform
CN207296000U (en) A kind of door headpin structure for curtain wall
CN106150120A (en) A kind of building progressive collapse-resisting bracing means utilizing steel bonding glue
CN207361636U (en) A kind of assembly concrete high residential building tower crane passive energy dissipation attached wall lever apparatus
CN206144181U (en) Consolidate steel construction
CN206144182U (en) Reinforcing concrete structure
CN104328862A (en) Cross-shaped section column of corrugated steel web-concrete filled steel tube flange combination
CN204001192U (en) Three-dimensional intersection truss conversion layer structure
CN104328867A (en) Box-section column of corrugated steel web-concrete filled steel tube flange combination
CN205777551U (en) A kind of precast concrete material distributing machine
CN104264780A (en) Column and curved beam horizontal and flexible connection space structure system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant