CN208167962U - 1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss - Google Patents

1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss Download PDF

Info

Publication number
CN208167962U
CN208167962U CN201820420167.7U CN201820420167U CN208167962U CN 208167962 U CN208167962 U CN 208167962U CN 201820420167 U CN201820420167 U CN 201820420167U CN 208167962 U CN208167962 U CN 208167962U
Authority
CN
China
Prior art keywords
indoor
bearing bracket
roof truss
bracket structure
field
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
CN201820420167.7U
Other languages
Chinese (zh)
Inventor
高仕军
杨关
付颖
刘杰
黄晓明
杨帆
姚枫
朱占友
冯仁德
何勇
毛宇
张朋朋
张曦文
伍鑫元
万增勇
刘超
魏勇
冯兵
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.)
State Grid Corp of China SGCC
Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group
Original Assignee
State Grid Corp of China SGCC
Southwest Electric Power Design Institute Co Ltd 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 State Grid Corp of China SGCC, Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group filed Critical State Grid Corp of China SGCC
Priority to CN201820420167.7U priority Critical patent/CN208167962U/en
Application granted granted Critical
Publication of CN208167962U publication Critical patent/CN208167962U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model provides a kind of 1100kV Indoor DC Field across the bearing bracket structure under casing roof truss, Indoor DC Field is made of structural column and roof truss, Indoor DC Field is in conduit crossing canceling position structural column, the bearing bracket structure setting indoors cancel at the roof truss of structural column by DC fields, and replaces the roof truss at this.The utility model can effectively solve difficult design when Indoor DC Field steel superstructure is generated position conflict and be limited with electrical distance due to electrical conduit crossing, in the case where guaranteeing the safety of structure and sleeve belt electrical distance of steel superstructure, so that casing arrangement is more flexible, while convenience is provided for the optimization design of electric system arrangement.

Description

1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss
Technical field
The utility model relates to Indoor DC Field fields, cross over casing room more particularly, to a kind of 1100kV Indoor DC Field Bearing bracket structure under frame.
Background technique
At present Indoor DC Field superstructure using beam column of steel structure added with the assembled scheme of purlin roof system, it is such Scheme is more conventional, but disadvantage, it is also obvious that i.e. when column is also sharply increased away from purlin stress when increasing, purlin type selecting need to be from light-duty It is wall thickness and larger-size heavy steel that light-gauge steel section, which increases, when column is away from further increase, even purlin size and wall It is altogether unjustifiable and often is also difficult to meet the stress demand of roof structure greatly.
Since the Indoor DC Field device category of 1100kV voltage class is more, the equipment component scale of construction is larger, causes indoor DC fields superstructure span demand is larger, simultaneously because need to consider that equipment poling and crane maintenance vehicle enter, leads to pillar Spacing is also larger, and in this case, originally stress is larger for roof truss structure, it is more difficult to carry out structure design, but DC fields indoors Part because poling need due to must extract structural column in the case where, roof truss branch tie distance by a column away from be expanded to two columns away from, Mid span moment expands as original four times, and conventional roof truss structure scheme has been difficult to meet the design requirement of structure, needs to propose new Roof truss support integrated technique scheme carry out problem solution.
Utility model content
The purpose of this utility model is that:In view of the problems of the existing technology, a kind of 1100kV Indoor DC Field is provided Across the bearing bracket structure under casing roof truss, the span need that existing roof truss structure is not able to satisfy 1100KV Indoor DC Field are solved The problem of wanting.
The purpose of this utility model is achieved through the following technical solutions:
A kind of 1100kV Indoor DC Field is across the bearing bracket structure under casing roof truss, which is characterized in that indoor direct current Field is made of structural column and roof truss, and Indoor DC Field exists in conduit crossing canceling position structural column, the bearing bracket structure setting Indoor DC Field is cancelled at the roof truss of structural column, and replaces the roof truss at this.
Further, the roof truss includes more across beam and two vertical bridges, and more are connected to two across beam side by side Between vertical bridge, the upper end of structural column is connect with two vertical bridges, and indoors DC fields cancel knot to the bearing bracket structure setting At the vertical bridge of structure column, and the vertical bridge at this is replaced, being connected in bearing bracket structure at this across beam.
Further, which is rest truss or rest frame.
Further, which is interconnected to constitute by plurality of rods part, and the rest truss constituted includes plane net Lattice and vertical grid, the size of plane grid are 1.2m ~ 2.4m, and the size of vertical grid is 0.9 ~ 1.8m.
Further, the material of rod piece is steel construction tubing, angle steel, I-steel or H profile steel.
Further, the rod piece of bearing bracket structure is thicker than the rod piece of vertical bridge, the rod piece arrangement ratio of bearing bracket structure Vertical bridge rod piece is arranged close.
Compared with prior art, the utility model can effectively solve Indoor DC Field steel superstructure since electrical casing is worn The difficult design when conflict of position is more generated, in the case where guaranteeing the safety of structure of steel superstructure, so that casing cloth Set it is more flexible, while for the optimization design of electric system arrangement convenience is provided.
Detailed description of the invention
Fig. 1 is that Indoor DC Field steel superstructure side elevation sleeve-penetrating takes out column schematic diagram;
Fig. 2 is for structural column after the pumping column of side and across girder construction schematic diagram;
Fig. 3 is the positive facade layout drawing of rest truss;
Fig. 4 is rest truss top floor plan;
Fig. 5 is rest truss baseplane layout drawing;
Fig. 6 is the structural schematic diagram that Indoor DC Field is arranged at rest truss.
Specific embodiment
The utility model is described in detail in the following with reference to the drawings and specific embodiments.
Embodiment
In power industry, conventional converter station is all made of the electrical arrangement form of outdoor direct field, and 1100kV is indoor straight Flow field is then the electrical arrangement form for using large-span structure Indoor DC Field under 1100kV extra-high voltage rating conditions for the first time, Belong to and initiate both at home and abroad, technical difficulty is larger.For structure overlength column caused by 1100KV Indoor DC Field poling away from lower roof truss Difficult design, the utility model provide a kind of 1100kV Indoor DC Field across the bearing bracket structure under casing roof truss, such as Fig. 1 Shown in ~ Fig. 6.Indoor DC Field is made of structural column 3 and roof truss, and Indoor DC Field, should in conduit crossing canceling position structural column The setting of bearing bracket structure 1 indoors cancel at the roof truss of structural column by DC fields, and replaces the roof truss at this.This structure is general Property it is good, particularly with have on Indoor DC Field roof system overhang have equipment carry under lightning-arrest needle construction and roof system when, can preferably protect Demonstrate,prove effective transmitting of the structural internal force at rest truss position under wind load and seismic loading, it is ensured that building is whole and attached The safety of electric utility equipment.
Roof truss includes more across beam 4 and two vertical bridges 2, more across beam 4 be connected to side by side two vertical bridges 2 it Between, the upper end of structural column 3 is connect with two vertical bridges 2, and indoors DC fields cancel structural column for the bearing bracket structure 1 setting At vertical bridge 2, and the vertical bridge at this is replaced, being connected in bearing bracket structure 1 at this across beam 4.
The bearing bracket structure can use rest truss or rest frame.
The present embodiment provides a kind of specific structures of rest truss, are interconnected to constitute, are constituted by plurality of rods part Rest truss includes plane grid(Referring to fig. 4)With vertical grid(Referring to Fig. 3), the size of plane grid is 1.2m ~ 2.4m, is erected It is 0.9 ~ 1.8m to the size of grid.
Steel construction tubing, angle steel, I-steel or H profile steel can be used in the material of rod piece.The material structure that the technical program uses Part is steel construction tubing, is connect between tubing using relative inertia welding.
The rod piece of bearing bracket structure is thicker than the rod piece of vertical bridge, and the rod piece of bearing bracket structure is arranged than vertical bridge rod piece That arranges is close.
When designing Indoor DC Field, the specific steps are:
(1) conduit crossing position is accurately positioned, it is determined whether collision is generated with structural column, if generating collision, further Determining whether can be by adjusting column away from avoiding, if column is evaded away from can not adjust, final determine uses rest truss conduct The Bracing Systems of local roof system;
(2)According to column away from feature, i.e., column away from order of magnitude and can classifying rationally number of segment, determine the reasonable of rest truss Arrangement and composition, the plane grid size of rest truss preferentially select between 1.2m ~ 2.4m, and vertical size of mesh opening preferentially exists It is selected between 0.9 ~ 1.8m, horizontal size should comprehensively consider with vertical dimension and be coordinated and be arranged in pairs or groups;
(3)According to the reasonable sizes of rest truss, establish the structural computational model of rest truss, and with main body knot Structure carries out Force Calculation analysis together, and the parameter mainly considered is the stress and deformation of roof system, the stress and change of Cantilever Beams The stress and deformation of shape and rest truss itself combine the horizontal and vertical rigidity of structure entirety, finally according to analysis As a result the optimal size of rest trussmember is determined.
The technical program can effectively solve Indoor DC Field steel superstructure and be generated position punching due to electrical conduit crossing Difficult design when prominent, in the case where guaranteeing the safety of structure of steel superstructure, so that casing arrangement is more flexible, simultaneously Convenience is provided for the optimization design arrangement of electric system.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, and should refer to Out, any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention etc. should all include It is within the protection scope of the utility model.

Claims (6)

1. a kind of 1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss, which is characterized in that Indoor DC Field It is made of structural column and roof truss, Indoor DC Field is in conduit crossing canceling position structural column, and the bearing bracket structure setting is at family Interior DC fields are cancelled at the roof truss of structural column, and replace the roof truss at this.
2. a kind of 1100kV Indoor DC Field according to claim 1 crosses over the bearing bracket structure under casing roof truss, Be characterized in that, the roof truss includes more across beam and two vertical bridges, more be connected to side by side across beam two vertical bridges it Between, the upper end of structural column is connect with two vertical bridges, and indoors DC fields cancel the vertical of structural column to the bearing bracket structure setting At bridge, and the vertical bridge at this is replaced, being connected in bearing bracket structure at this across beam.
3. a kind of 1100kV Indoor DC Field according to claim 1 crosses over the bearing bracket structure under casing roof truss, It is characterized in that, which is rest truss or rest frame.
4. a kind of 1100kV Indoor DC Field according to claim 3 crosses over the bearing bracket structure under casing roof truss, It is characterized in that, which is interconnected to constitute by plurality of rods part, and the rest truss constituted includes plane grid and vertical Grid, the size of plane grid are 1.2m ~ 2.4m, and the size of vertical grid is 0.9 ~ 1.8m.
5. a kind of 1100kV Indoor DC Field according to claim 4 crosses over the bearing bracket structure under casing roof truss, It is characterized in that, the material of rod piece is steel construction tubing, angle steel, I-steel or H profile steel.
6. a kind of 1100kV Indoor DC Field according to claim 2 crosses over the bearing bracket structure under casing roof truss, support The rod piece of frame supporting structure is thicker than the rod piece of vertical bridge, and the rod piece arrangement of bearing bracket structure is closeer than what vertical bridge rod piece was arranged.
CN201820420167.7U 2018-03-27 2018-03-27 1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss Active CN208167962U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820420167.7U CN208167962U (en) 2018-03-27 2018-03-27 1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820420167.7U CN208167962U (en) 2018-03-27 2018-03-27 1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss

Publications (1)

Publication Number Publication Date
CN208167962U true CN208167962U (en) 2018-11-30

Family

ID=64376062

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820420167.7U Active CN208167962U (en) 2018-03-27 2018-03-27 1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss

Country Status (1)

Country Link
CN (1) CN208167962U (en)

Similar Documents

Publication Publication Date Title
CN105604334A (en) Rapid-construction method used for overall installation of large-span steel truss
CN101787732B (en) Cable-stayed multi-layer framework structure and construction control method thereof
CN103061412B (en) Method for constructing stiff supporting dome structure
CN114215170B (en) Lifting method for ultrahigh-altitude giant-suspension multilayer conjoined structure
CN113123469A (en) Method for constructing complex curved surface modeling roof grid structure
CN105442839A (en) Erecting method of cantilever structure formwork bent
CN106284838B (en) A kind of lattice honeycomb girder segment and large span lattice girder steel and its fabrication and installation method
CN114575462B (en) Woven annular building structure
CN209211626U (en) It is a kind of avoid bottom dew angle lower rib on ring beam Column border node
CN111997191B (en) Method for installing special-shaped steel structure and method for installing steel net frame structure
JP2013133662A (en) Suspension type steel-framed roof frame, and method for constructing steel-framed roof
CN208167962U (en) 1100kV Indoor DC Field crosses over the bearing bracket structure under casing roof truss
JP2017095986A (en) Iron concrete structure reinforcement structure
CN105822066B (en) Underground large span large space superelevation is without post steel-structure tube truss construction engineering method
CN102191866A (en) Device and method for removal construction of vertical posts positioned on lower part of large-span net rack
CN203795459U (en) Foundation structure of tower crane for high-altitude roofs
CN216194062U (en) Temporary support structure
CN205840289U (en) A kind of suspension type vertical operating platform
CN209443577U (en) A kind of steel structure member
RU146196U1 (en) CONNECTION JOINT FOR COLUMN AND FLAT REINFORCED CONCRETE FLOORING
CN207518057U (en) Overhanging type GIS bus structures
CN105350788A (en) Method for conducting suspension and equipment pipeline arrangement by means of auxiliary steel frame
CN211173005U (en) Suspended ceiling construction platform of high formwork and low suspended ceiling structure
CN206539042U (en) Protection canopy
JP6473293B2 (en) Unit building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant