CN108590314A - A kind of integration framework - Google Patents
A kind of integration framework Download PDFInfo
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- CN108590314A CN108590314A CN201810531361.7A CN201810531361A CN108590314A CN 108590314 A CN108590314 A CN 108590314A CN 201810531361 A CN201810531361 A CN 201810531361A CN 108590314 A CN108590314 A CN 108590314A
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- fixed connection
- framework
- column
- crossbeam
- platform sling
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/24—Cross arms
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G7/00—Overhead installations of electric lines or cables
- H02G7/20—Spatial arrangements or dispositions of lines or cables on poles, posts or towers
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of integration framework, including truss column (1) and frame girder (4), truss column (1) be include that framework foundation (11), framework abutment post (13) are formed by lattice truss column, form a fixed connection structure between framework abutment post (13) and framework foundation (11)；Frame girder (4) be include that the first girder (401), the first secondary beam (404) are formed by lattice frame girder, form a fixed connection structure between the first girder (401) and the first secondary beam (404)；Frame girder (4) opposite end forms a fixed connection with the framework abutment post (13) on independent truss column (1) structure respectively, π shape structures are formed between truss column (1) and frame girder (4), and pipe-hanging hook (405) is fixedly connected in frame girder (4) side.The present invention can cancel and direct current outlet structure and traditional herringbone column is separately provided after being installed in place, and have and rolled steel dosage is greatly decreased, reduces outstanding advantages of floor space.
Description
Technical field
The present invention relates to frame construction design fields, more particularly, to applied to extra-high voltage direct-currents such as ± 800kV current conversion stations
A kind of integration framework for inlet-outlet line design of transmitting electricity.
Background technology
In power engineering extra-high voltage direct-current transmission field, it is related to the application of different frame constructions.For example, ± 800kV
Current conversion station electrical arrangement needs to be required according to inlet-outlet line voltage class and be considered as 800kV DC filter group schemes, according to
Electrical setting in standing, inside conductor of standing realize current period ± 800kV power Transmission by the valve Room, framework.Frame construction therein is also wrapped
Herringbone column and end support structure are included, this causes the rolled steel dosages such as truss column and end support larger, and framework floor space is more,
It is unfavorable for economizing the land resource.
The high pressure polar curve outlet of current extra-high voltage direct-current ± 800kV current conversion stations, direct current field areas is by independent straight
Outlet structure is flowed to draw.The direct current outlet structure is generally arranged at DC fields by outlet lateral edges and close to enclosure wall.This outlet
The shortcomings that plan of establishment is：
First, due to needing to check the air clearance of 800kV equipment over the ground, around the outlet structure in 10300mm
800kV equipment cannot be all set, to cause direct current field areas to result in the wave of land resource there are the vacant lot of larger area
Take.
Second, due to the requirement of polar curve outlet hanging point height, outlet structure height would generally in 50m-55m or so, for
Steel are a prodigious consumption.
Third, since high pressure polar curve outlet structure is independent framework, be unfavorable for ensureing its in high earthquake intensity area can
By property and safety.
Invention content
The technical problem to be solved by the present invention is to：In view of the problems of the existing technology, it provides a kind of with enough anti-side
Rigidity not only facilitates electrical equipment to connect to resist the integration framework of wind load and geological process, but also is conducive to reduce and take up an area
Area.
The technical problem to be solved in the present invention is realized using following technical scheme：A kind of integration framework, including truss column
And frame girder, the truss column be include that framework foundation, framework abutment post are formed by lattice truss column, the framework adjoining
Form a fixed connection structure between column and framework foundation；The frame girder be include that the first girder, the first secondary beam are formed by lattice
Structure formula frame girder, form a fixed connection structure between first girder and the first secondary beam；The frame girder opposite end difference
It forms a fixed connection structure with the framework abutment post on independent truss column, forms π shape knots between the truss column and frame girder
Structure is fixedly connected with pipe-hanging hook in framework beam sides.
Preferably, further include framework load-bearing pillar, the framework load-bearing pillar includes that the second column, second cross beam and second are oblique
The opposite end of support, the second cross beam forms fixed connection structure with independent second column respectively, by adjacent second
Crossbeam, the second column are formed by square shape structure, the opposite end of second diagonal brace respectively with the square shape structure
Interconnecting piece on diagonal line forms a fixed connection structure；Fixed connect is formed between framework load-bearing top end and framework abutment post
Form a fixed connection structure between binding structure, framework load-bearing pillar bottom end and framework foundation.
Preferably, further include framework fore-set, the framework fore-set includes the 4th column, the 4th crossbeam and the 6th diagonal brace, institute
State the opposite end of the 4th crossbeam and form fixed connection structure with independent 4th column respectively, by the 4th adjacent crossbeam,
4th column is formed by square shape structure, the opposite end of the 6th diagonal brace respectively with the square shape structure diagonal line
On interconnecting piece form a fixed connection structure；Form a fixed connection structure between framework fore-set bottom end and framework abutment post.
Preferably, the framework foundation includes the first column, first crossbeam and the first diagonal brace, the phase of the first crossbeam
Fixed connection structure formed with independent first column respectively to both ends, the opposite end of first diagonal brace respectively with it is adjacent
First column, first crossbeam form a fixed connection structure, and the first adjacent column, first crossbeam, the first diagonal brace are collectively formed three
Angular structure.
Preferably, the framework abutment post includes third column, third crossbeam and the 4th diagonal brace, the third crossbeam
Opposite end forms fixed connection structure with independent third column respectively, by adjacent third crossbeam, third column institute shape
At square shape structure in, the opposite end of the 4th diagonal brace respectively with the interconnecting piece shape on the square shape structure diagonal line
At fixed connection structure.
Preferably, it is fixedly connected with outlet link and the 6th stiffener on the third column, is opened up on the outlet link
For the through-hole of hanging wire, the 6th stiffener is arranged in outlet link opposite sides and is formed between outlet link solid
Determine connection structure.
Preferably, the 9th connecting plate is fixedly connected on first girder, the end of first secondary beam is fixedly connected
Plate opens up installation through-hole on the plate, passes through between the plate and the 9th connecting plate and connects bolt-through installation through-hole
And form dismountable fixed connection structure.
Preferably, filter link is fixedly connected on the frame girder, the filter link includes the first platform sling, third
Platform sling and the 6th platform sling, open up the first hanging hole on third platform sling；First platform sling, third platform sling respectively with the first girder shape
At fixed connection structure, the 6th platform sling setting is formed by angle space with third platform sling in the first platform sling and the 6th hangs
Plate forms a fixed connection with the first platform sling, third platform sling, the first girder structure respectively.
Preferably, the pipe-hanging hook includes cradle bottom surface and cradle top surface, and the cradle bottom surface includes holder bottom
Face first crossbeam, cradle bottom surface second cross beam and cradle bottom surface longeron, the cradle bottom surface first crossbeam and cradle bottom surface longeron
N character form structures are connected into, the cradle bottom surface second cross beam connects into square shape structure with cradle bottom surface longeron；The holder
Top surface includes cradle top surface crossbeam and cradle top surface longeron, and the cradle top surface crossbeam connects into n fonts with cradle top surface longeron
Structure；Between the cradle bottom surface and cradle top surface fixed connection structure, the frame girder side are formed by several erection columns
Form a fixed connection structure between the first girder and cradle bottom surface first crossbeam of face bottom, and the of the frame girder side top
Form a fixed connection structure between one girder and cradle top surface crossbeam.
Preferably, further include suspension insulator link, the suspension insulator link includes first support platform sling and
Three holder platform slings open up the second hanging hole on third holder platform sling；The first support platform sling is arranged in third holder platform sling
Opposite sides, and first support platform sling forms a fixed connection with third holder platform sling, cradle bottom surface longeron structure respectively.
Compared with prior art, the beneficial effects of the invention are as follows：After integration framework is installed in place, you can formed stable
Rigid-framed structure facilitates the connection of electrical equipment, can not only cancel that direct current outlet structure is separately provided, can also pass through truss column
It replaces traditional herringbone column's scheme, and ensures that integration framework structure has enough anti-side rigidities to resist wind load and earthquake
Effect.Therefore, under the premise of meeting electrical arrangement, the rolled steel dosage of framework can be greatly decreased in the present invention, effectively contraction Field
Ground size has saved land resource to reduce the floor space of framework entirety to the maximum extent, significantly reduce investment at
This.
Description of the drawings
Fig. 1 is the whole graphics (perspective view) of integration framework.
Fig. 2 is the positive facade line chart of truss column.
Fig. 3 is the single line expanded view of truss column.
Fig. 4 is A-A direction views in Fig. 2.
Fig. 5 is B-B direction view in Fig. 2.
Fig. 6 is the positive schematic view of facade structure of framework foundation.
Fig. 7 is C-C direction views in Fig. 6.
Fig. 8 is D-D direction views in Fig. 6.
Fig. 9 is E-E direction views in Fig. 6.
Figure 10 is the positive schematic view of facade structure of framework load-bearing pillar.
Figure 11 is the right side schematic view of facade structure of framework load-bearing pillar.
Figure 12 is F-F direction views in Figure 10.
Figure 13 is the positive schematic view of facade structure of framework abutment post.
Figure 14 is G-G direction views in Figure 13.
Figure 15 is the positive schematic view of facade structure of framework fore-set.
Figure 16 is H-H direction views in Figure 15.
Figure 17 is I-I direction views in Figure 15.
Figure 18 is J-J direction views in Figure 17.
Figure 19 is the positive schematic view of facade structure of frame girder.
Figure 20 is K-K direction views in Figure 19.
Figure 21 is L-L direction views in Figure 19.
Figure 22 is the top/bottom structural schematic diagram of frame girder.
Figure 23 is the side structure schematic diagram of frame girder.
Figure 24 is partial enlarged view (filter hanging ring structure schematic diagram) at M in Figure 23.
Figure 25 is N-N direction views in Figure 24.
Figure 26 is P-P direction views in Figure 24.
Figure 27 is Q-Q direction views in Figure 23.
Figure 28 is the bottom surface structure schematic diagram of pipe-hanging hook.
Figure 29 is the top surface structure schematic diagram of pipe-hanging hook.
Figure 30 is R-R direction views in Figure 28.
Figure 31 is T-T direction views in Figure 30.
Figure 32 is U-U direction views in Figure 30.
Figure 33 is S-S direction views in Figure 28.
Figure 34 is beam aisle structural schematic diagram.
Figure 35 is partial enlarged view at V in Figure 34.
Figure 36 is W-W direction views in Figure 35.
Figure 37 is X-X direction views in Figure 35.
Figure 38 is the front view of half space.
Figure 39 is the vertical view of half space.
Figure 40 is the attachment structure schematic diagram (front view, embodiment 1) of plate and hard pipe fitting.
Figure 41 is the attachment structure schematic diagram (side view, embodiment 1) of plate and hard pipe fitting.
Figure 42 is the attachment structure schematic diagram (front view, embodiment 2) of plate and hard pipe fitting.
Figure 43 is the attachment structure schematic diagram (side view, embodiment 2) of plate and hard pipe fitting.
Figure 44 is the attachment structure schematic diagram (front view, embodiment 3) of plate and hard pipe fitting.
Figure 45 is the attachment structure schematic diagram (one of side view, embodiment 3) of plate and hard pipe fitting.
Figure 46 is the attachment structure schematic diagram (the two of side view, embodiment 3) of plate and hard pipe fitting.
Figure 47 is the attachment structure schematic diagram (vertical view, embodiment 3) of plate and hard pipe fitting.
It is marked in figure：1- truss columns, 2- column cat ladders, 3- beams aisle, 4- frame girders, 5- half spaces, 6- plates, 7- connections
Flange, 8- connection bolts, 9- hard pipe fittings, 10- installation through-holes, 11- framework foundation, 12- framework load-bearing pillars, the adjoining of 13- frameworks
Column, 14- framework fore-sets, the aisle 31- grid, the stull of the aisle 32-, the aisle 33- bracket, the aisle 34- holder, the first platforms of 50a- connect
Fishplate bar, 50b- the second platform connecting plates, 51- platform beams, 52- feet nail, 53- platform longerons, 54- the first platform cant beams, 55- the
Three platform connecting plates, 56a- the first platform beams, 56b- the second platform beams, 57- platform stiffeners, 58- platform grids,
59- the second platform cant beams, the first columns of 111-, 112- first crossbeams, the first diagonal braces of 113-, 114- column flanges, 115- first connect
Fishplate bar, the first stiffeners of 116-, the second stiffeners of 117-, 118- ventholes, the second columns of 121-, 122- second cross beams, 123-
Second diagonal brace, 124- third stiffeners, the second connecting plates of 125-, 126- third diagonal braces, the first end brackets of 127-, 130- outlets are hung
Ring, 131- third columns, 132- third crossbeams, the 4th diagonal braces of 133-, the 5th diagonal braces of 134-, the 4th connecting plates of 135a-, 135b-
5th connecting plate, the 5th stiffeners of 136-, the 6th stiffeners of 137-, the second end brackets of 138-, the 7th stiffeners of 139-, 141-
Four columns, the 4th crossbeams of 142-, the 6th diagonal braces of 143-, the 6th connecting plates of 144-, the 7th diagonal braces of 145-, the 7th connecting plates of 146-,
The 8th stiffeners of 147-, the first gusset pieces of 148-, the first girders of 401-, the first cant beams of 402-, 403- filter links, 404-
One secondary beam, 405- pipe-hanging hooks, 406- suspension insulator links, the 9th stiffeners of 407-, the 9th connecting plates of 408-, 409- the tenth
Stiffener, the tenth connecting plates of 410-, the 11st connecting plates of 411-, the first platform slings of 412-, the second platform slings of 413-, 414a- thirds are hung
Plate, the 4th platform slings of 414b-, the 5th platform slings of 415-, the first hanging holes of 416-, the 6th platform slings of 417-, 418- banded plates, 419- the 7th are hung
Plate, 420- cradle bottom surface first crossbeams, the 12nd connecting plates of 421-, 422- cradle bottom surface second cross beams, 423- first supports are hung
Plate, 424- second support platform slings, 425- cradle bottom surface longerons, 426- first support diagonal braces, 427- second support diagonal braces, 428- branch
Top of support crossbeam, 429- cradle top surface longerons, 430- third holder diagonal braces, 431- third holder platform slings, 432- holder cant beams,
433- bracket upright posts, the second hanging holes of 434-.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, below in conjunction with the accompanying drawings and specific implementation
The present invention is described in detail for example.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, not
For limiting the present invention.
As shown in Figure 1, Figure 2, integration framework shown in Fig. 3, Figure 19 includes mainly 3 and of truss column 1, column cat ladder 2 and beam aisle
The cross sectional shape of frame girder 4, the truss column 1 is rectangular configuration, and main includes the framework for being mutually permanently connected into I character form structures
Foundation 11 and framework abutment post 13；Preferably, the truss column 1 is using by framework foundation 11, framework load-bearing pillar 12, framework
Abutment post 13, framework fore-set 14 are fixedly connected sequentially into the lattice truss column of I character form structures.Wherein, the framework foundation
Dismountable fixed connection structure, the framework load-bearing are preferably formed by connecting flange 7 between 11 and framework load-bearing pillar 12
It is also preferred that forming dismountable fixed connection structure, the framework by connecting flange 7 between column 12 and framework abutment post 13
It is also preferred that forming dismountable fixed connection structure by connecting flange 7 between abutment post 13 and framework fore-set 14.Using this
The truss column 1 of segmentation structure not only manufactures, convenient transportation, but also Assembling is efficient.Opposite the two of the frame girder 4
End forms a fixed connection with the framework abutment post 13 on independent truss column 1 structure respectively, the truss column 1 and frame girder 4 it
Between formed π shape structures, be fixedly connected with pipe-hanging hook 405 in 4 side of frame girder.It is fixed respectively on truss column 1, frame girder 4 to connect
Half space 5 is connect, the connecting portion between frame girder 4 and truss column 1 is provided with column cat ladder 2, in 4 inner space of frame girder
It is fixedly connected with the beam aisle 3 of perforation frame girder 4.
For convenience of description, all composition components in above-mentioned integration framework preferably use steelwork, also, all components are equal
After answering acid pickling and rust removing, then galvanizing is imposed, to improve Corrosion Protection.
Include mainly that the first column 111, first crossbeam 112 and first are oblique such as Fig. 2, Fig. 3, framework foundation 11 shown in fig. 6
Support 113, the opposite end of the first crossbeam 112 form a fixed connection with independent first column 111 structure respectively, and described the
The opposite end of one diagonal brace 113 forms a fixed connection with the first adjacent column 111, first crossbeam 112 structure respectively, adjacent
Triangular structure is collectively formed in first column 111, first crossbeam 112, the first diagonal brace 113.In the same level of framework foundation 11
In cross-wise direction, first column 111, first crossbeam 112 and the first diagonal brace 113 can collectively constitute hollow eight side
Shape structure, as shown in Fig. 4, Fig. 8.In addition, in the same level cross-wise direction of framework foundation 11, first column 111,
A rectangular configuration can be collectively constituted between first crossbeam 112,4 first diagonal braces 113 therein can also collectively constitute one
A rectangular configuration, shape forms an angle between the two rectangular configurations, as shown in Figure 9.
As shown in Fig. 6, Fig. 8, the first connecting plate 115, the first crossbeam can be fixedly connected on the first column 111
112 end is fixedly connected with plate 6, installation through-hole 10 is opened up on the plate 6, between the plate 6 and the first connecting plate 115
By connecting bolt 8 dismountable fixed connection structure is formed through installation through-hole 10.It can also consolidate on the first column 111
Surely after connecting the first connecting plate 115, it is fixedly connected with plate 6 in the end of the first diagonal brace 113, installation is opened up on the plate 6
Through-hole 10 is formed removably by connecting bolt 8 through installation through-hole 10 between the plate 6 and the first connecting plate 115
Fixed connection structure.Further, it is the mechanical strength for improving connecting portion, the can be fixedly connected on the first column 111
One stiffener 116, first stiffener 116 be arranged in 115 opposite sides of the first connecting plate and with the first connecting plate 115
Between formed a fixed connection structure by welding manner.Likewise it is possible to be fixedly connected with the first connecting plate on first crossbeam 112
115, it is fixedly connected with plate 6 in the end of the first diagonal brace 113, installation through-hole 10, the plate 6 and are opened up on the plate 6
Between one connecting plate 115 dismountable fixed connection structure is formed through installation through-hole 10 by connecting bolt 8.Described first
Be fixedly connected with the first stiffener 116 on crossbeam 112, the setting of the first stiffener 116 115 opposite sides of the first connecting plate,
And it is formed a fixed connection structure by welding manner between the first connecting plate 115.
As described above, it is considered that the first column 111 needs to carry out galvanizing processing after acid pickling and rust removing, it is therefore, described
First column 111 uses hollow structure column, column flange 114 is fixedly connected in 111 bottom of the first column, on the column flange 114
The venthole 118 communicated with 111 hollow cavity of the first column is opened up, as shown in Figure 7.By the way that venthole 118 is arranged, it is ensured that heat
Processing safety in zinc-plated processing operation, and zinc-plated clout is allow to be smoothly discharged out the first column 111 in time.For the company of raising
The mechanical strength of socket part position can be fixedly connected with several second stiffeners 117 in 111 bottom of the first column, and described second puts more energy into
117 the first column of ring 111 of plate is arranged and is formed a fixed connection respectively by welding manner with the first column 111, column flange 114
Structure.
External connecting structure design for plate 6, for ease of being described collectively, with the company between plate 6 and hard pipe fitting 9
It is illustrated for binding structure, as shown in Figure 40-Figure 47.Here hard pipe fitting 9 can be column, such as the first column 111,
It can also be crossbeam, such as first crossbeam 112, can also be diagonal brace, such as the first diagonal brace 113.The cross sectional shape of the plate 6
The I character form structures as shown in Figure 40, Figure 41 are can be designed as, the U-shaped structure as shown in Figure 42, Figure 43 is may be designed in,
The epsilon-type structure as shown in Figure 44, Figure 45, Figure 47 is may be designed in, may be designed in ten as shown in Figure 44, Figure 46
Character form structure；The installation through-hole 10 for external connection is opened up on the plate 6, correspondingly, at the end of hard pipe fitting 9
The slot connected for plate 6 is opened up in portion, by after plate 6 and 9 grafting in place of hard pipe fitting, then by welding make plate 6 with it is hard
9 being integrally formed fixed connection structure of matter pipe fitting.By using plate 6 with connect bolt 8 match and the external fixation that is formed
Connection structure, compared with the fixed connection structures such as traditional welding, not only in-site installation operation is convenient, fast, quality of connection
Reliably, and adjustment installation error is also convenient in installation exercise at the scene.
It should be pointed out that being set below in relation to plate 6 with the external fixed connection structure that bolt 8 is matched and formed is connect
Meter, is identical with this, no longer repeats one by one.
As shown in Figure 2 and Figure 3, pass through connecting flange 7 between 12 top of framework load-bearing pillar and 13 bottom end of framework abutment post
Form a fixed connection structure, is also to pass through 7 shape of connecting flange between 12 bottom end of framework load-bearing pillar and 11 top of framework foundation
At fixed connection structure.Wherein, the concrete structure of the framework load-bearing pillar 12 is as shown in Figure 10, Figure 11, Figure 12, includes mainly the
Two columns 121, second cross beam 122 and the second diagonal brace 123, the opposite end of the second cross beam 122 is respectively with independent second
Column 121 forms a fixed connection structure, and square shape structure is being formed by by adjacent second cross beam 122, the second column 121
In, the opposite end of second diagonal brace 123 forms a fixed connection with the interconnecting piece on the square shape structure diagonal line respectively
Structure.
As shown in figure 12, in the same level cross-wise direction of framework load-bearing pillar 12, second column 121, second is horizontal
Beam 122 can collectively constitute rectangular configuration, the opposite sides of second diagonal brace 123 respectively with independent 126 shape of third diagonal brace
At fixed connection structure, second diagonal brace 123, third diagonal brace 126 collectively constitute X-shaped structure.It can on the second diagonal brace 123
To be fixedly connected with the first end bracket 127, the end of the third diagonal brace 126 is fixedly connected with plate 6, peace is opened up on the plate 6
Through-hole 10 is filled, is formed detachably through installation through-hole 10 between the plate 6 and the first end bracket 127 by connecting bolt 8
Fixed connection structure.Further, to improve the mechanical strength of connecting portion, can also consolidate on the second diagonal brace 123
Surely connection third stiffener 124, the third stiffener 124 are arranged in 127 opposite sides of the first end bracket and and first end
It is formed a fixed connection structure by welding manner between fishplate bar 127.On second column 121, second can be fixedly connected with
The end of connecting plate 125, the second cross beam 122 is fixedly connected with plate 6, and installation through-hole 10 is opened up on the plate 6, described to insert
Between plate 6 and the second connecting plate 125 dismountable fixed connection structure is formed through installation through-hole 10 by connecting bolt 8.
Likewise it is possible to be fixedly connected with the second connecting plate 125 on the second column 121, the end of second diagonal brace 123 is fixedly connected
Plate 6 opens up installation through-hole 10 on the plate 6, is run through by connecting bolt 8 between the plate 6 and the second connecting plate 125
Installation through-hole 10 and form dismountable fixed connection structure.It is fixedly connected with third stiffener 124 on second column 121,
The third stiffener 124 is arranged in 125 opposite sides of the second connecting plate and passes through welding between the second connecting plate 125
Mode forms a fixed connection structure.
The concrete structure of the framework abutment post 13 includes mainly third column 131, third cross as shown in Figure 13, Figure 14
The opposite end of beam 132 and the 4th diagonal brace 133, the third crossbeam 132 forms fixed connect with independent third column 131 respectively
Binding structure is formed by by adjacent third crossbeam 132, third column 131 in square shape structure, the 4th diagonal brace 133
Opposite end form a fixed connection respectively with the interconnecting piece on the square shape structure diagonal line structure.It is possible to further
The 4th connecting plate 135a is fixedly connected on third column 131, the end of the third crossbeam 132 is fixedly connected with plate 6, described
Installation through-hole 10 is opened up on plate 6, runs through installation through-hole by connecting bolt 8 between the plate 6 and the 4th connecting plate 135a
10 and form dismountable fixed connection structure.Alternatively, it is also possible to be fixedly connected with the 4th connecting plate on third column 131
The end of 135a, the 4th diagonal brace 133 are fixedly connected with plate 6, open up installation through-hole 10 on the plate 6, the plate 6 with
Between 4th connecting plate 135a dismountable fixed connection structure is formed through installation through-hole 10 by connecting bolt 8.To carry
The mechanical strength of high connecting portion can be fixedly connected with the 5th stiffener 136, the 5th stiffener on third column 131
136 are arranged in the 4th connecting plate 135a opposite sides and form fixation by welding manner between the 4th connecting plate 135a
Connection structure.
As shown in figure 14, in the same level cross-wise direction of framework abutment post 13, the third column 131, third are horizontal
Beam 132 can collectively constitute rectangular configuration, the opposite sides of the 4th diagonal brace 133 respectively with independent 5th diagonal brace, 134 shape
At fixed connection structure, the 4th diagonal brace 133, the 5th diagonal brace 134 collectively constitute X-shaped structure.Further, the described 4th
The second end bracket 138 can be fixedly connected on diagonal brace 133, the end of the 5th diagonal brace 134 can be fixedly connected with plate 6, institute
It states and opens up installation through-hole 10 on plate 6, run through installation through-hole by connecting bolt 8 between the plate 6 and the second end bracket 138
10 and form dismountable fixed connection structure.To improve the mechanical strength of connecting portion, can be fixed on the 4th diagonal brace 133
Connect the 7th stiffener 139, the 7th stiffener 139 is arranged in 138 opposite sides of the second end bracket and and second end
It is formed a fixed connection structure by welding manner between fishplate bar 138.It is connected in order to facilitate direct current outlet, and ensures outlet connection
Safe and reliable property, can be fixedly connected with outlet link 130 and the 6th stiffener 137 on third column 131, and the outlet is hung
Open up the through-hole for hanging wire on ring 130, the 6th stiffener 137 be arranged in 130 opposite sides of outlet link and with
It is formed a fixed connection structure by welding manner between outlet link 130.
As shown in Figure 2 and Figure 3, pass through 7 shape of connecting flange between 14 bottom end of framework fore-set and 13 top of framework abutment post
At fixed connection structure.Wherein, the concrete structure of the framework fore-set 14 is main to wrap as shown in Figure 15, Figure 16, Figure 17, Figure 18
Include the 4th column 141, the 4th crossbeam 142 and the 6th diagonal brace 143, the opposite end of the 4th crossbeam 142 respectively with it is independent
4th column 141 forms a fixed connection structure, and square shape knot is being formed by by the 4th adjacent crossbeam 142, the 4th column 141
In structure, the opposite end of the 6th diagonal brace 143 forms fixed company with the interconnecting piece on the square shape structure diagonal line respectively
Binding structure.Further, the 6th connecting plate 144, the end of the 4th crossbeam 142 are fixedly connected on the 4th column 141
It is fixedly connected with plate 6, installation through-hole 10 is opened up on the plate 6, passes through connection between the plate 6 and the 6th connecting plate 144
Bolt 8 forms dismountable fixed connection structure through installation through-hole 10.It is equally possible that solid on the 4th column 141
Surely the 6th connecting plate 144 is connected, the end of the 6th diagonal brace 143 is fixedly connected with plate 6, and it is logical that installation is opened up on the plate 6
Hole 10, by it is formed removably admittedly through installation through-hole 10 between the plate 6 and the 6th connecting plate 144 by connecting bolt 8
Determine connection structure.
On 14 top level of framework fore-set, the 4th column 141, the 4th crossbeam 142 collectively constitute rectangular configuration,
6th diagonal brace 143 is arranged two and collectively constitutes X-shaped structure, the opposite end of each 6th diagonal brace 143 respectively with institute
It states the interconnecting piece on rectangular configuration diagonal line to form a fixed connection structure, the setting the at the interaction position of two the 6th diagonal braces 143
One gusset piece 148, form a fixed connection structure between first gusset piece 148 and two the 6th diagonal braces 143, such as Figure 17, figure
Shown in 18.
As shown in Figure 15, Figure 16, in the same level cross-wise direction of the framework fore-set 14, the 4th column 141,
Four crossbeams 142 collectively constitute rectangular configuration, the opposite sides of the 6th diagonal brace 143 respectively with independent 7th diagonal brace, 145 shape
At fixed connection structure, the 6th diagonal brace 143, the 7th diagonal brace 145 collectively constitute X-shaped structure.Further, the described 6th
It is fixedly connected with the 7th connecting plate 146 on diagonal brace 143, the end of the 7th diagonal brace 145 is fixedly connected with plate 6, on the plate 6
Installation through-hole 10 is opened up, is formed through installation through-hole 10 between the plate 6 and the 7th connecting plate 146 by connecting bolt 8
Dismountable fixed connection structure.To improve the mechanical strength of connecting portion, the 8th can be fixedly connected on the 6th diagonal brace 143
Stiffener 147, the 8th stiffener 147 be arranged in 146 opposite sides of the 7th connecting plate and with the 7th connecting plate 146 it
Between formed a fixed connection structure by welding manner.
For the concrete structure of the frame girder 4 as shown in Figure 19, Figure 20, Figure 21, Figure 22, Figure 23, it includes the first girder to be
401, the first secondary beam 404 and the first cant beam 402 are formed by lattice frame girder, and main cross section shape is rectangular configuration, described
Form a fixed connection structure between first girder 401 and the first secondary beam 404, and filter link is also fixedly connected on frame girder 4
403 and pipe-hanging hook 405.As shown in Figure 13, Figure 14, it is fixedly connected with the 5th connecting plate 135b on third column 131, described
Several connection through-holes are opened up on five connecting plate 135b.The end of first girder 401 is fixedly connected with plate 6, the plate 6
On open up installation through-hole 10, between the plate 6 and the 5th connecting plate 135b by connect bolt 8 formed through installation through-hole
Dismountable fixed connection structure, as shown in figure 13.
As shown in Figure 22, Figure 23, the 9th connecting plate 408, first secondary beam can be fixedly connected on the first girder 401
404 end is fixedly connected with plate 6, installation through-hole 10 is opened up on the plate 6, between the plate 6 and the 9th connecting plate 408
By connecting bolt 8 dismountable fixed connection structure is formed through installation through-hole 10.Further, in the 9th connecting plate
The tenth stiffener 409 is arranged in 408 opposite sides, and the tenth stiffener 409 is connect with the first girder the 401, the 9th respectively
Plate 408 is formed a fixed connection structure by welding manner.The tenth connecting plate 410, institute are also fixedly connected on first girder 401
The end for stating the first cant beam 402 is fixedly connected with plate 6, and installation through-hole 10 is opened up on the plate 6, and the plate 6 and the tenth connects
Between fishplate bar 410 dismountable fixed connection structure is formed through installation through-hole 10 by connecting bolt 8.Further, exist
The opposite sides of tenth connecting plate 410 is arranged the tenth stiffener 409, the tenth stiffener 409 respectively with the first girder
401, the tenth connecting plate 410 is formed a fixed connection structure by welding manner.
The concrete structure of the filter link 403 includes mainly the first platform sling as shown in Figure 24, Figure 25, Figure 26, Figure 27
412, the second platform sling 413, third platform sling 414a, the 4th platform sling 414b, the 6th platform sling 417 and the 7th platform sling 419, in third platform sling
The first hanging hole 416 is opened up on 414a；First platform sling 412, third platform sling 414a pass through welding side with the first girder 401 respectively
Formula forms a fixed connection structure, and the 6th platform sling 417 setting is formed by angle in the first platform sling 412 and third platform sling 414a
Space and the 6th platform sling 417 is formed with the first platform sling 412, third platform sling 414a, the first girder 401 by welding manner respectively
Fixed connection structure；It is fixedly connected with the 5th platform sling 415, the 5th platform sling 415 and the first platform sling in 417 bottom of the 6th platform sling
It is arranged in parallel between 412.
Second platform sling 413 is located at the opposite sides of the first platform sling 412 with the 6th platform sling 417 and second hangs
Plate 413 is formed a fixed connection structure with the first platform sling 412, the first girder 401 by welding manner respectively.4th platform sling
It is formed a fixed connection structure and the 4th platform sling 414b and third platform sling by welding manner between 414b and the first girder 401
It is arranged in parallel between 414a, the first hanging hole 416 is opened up on the 4th platform sling 414b.7th platform sling 419 setting exists
Between 5th platform sling 415 and the first platform sling 412 and the 7th platform sling 419 respectively with the 6th platform sling 417, the 5th platform sling 415, first
Platform sling 412 is formed a fixed connection structure by welding manner；Further, several pieces, and phase is arranged in the 7th platform sling 419
Two piece of the 7th adjacent platform sling 419 is arranged in parallel, as shown in figure 27.
In order to improve the holistic resistant behavior of filter link 403, the 9th stiffener 407 of setting and banded plate can be increased
418, the 9th stiffener 407 is formed a fixed connection with the first girder 401, the 4th platform sling 414b by welding manner respectively
Structure.The banded plate 418 is overlapped between third platform sling 414a and the 4th platform sling 414b, and banded plate 418 is respectively with
One girder 401, third platform sling 414a, the 4th platform sling 414b are formed a fixed connection structure by welding manner.
The concrete structure of the pipe-hanging hook 405 is as shown in Figure 28, Figure 29, Figure 30, Figure 31, Figure 32 and Figure 33, including branch
Frame bottom surface, cradle top surface, riding face and suspension insulator link 406, the cradle bottom surface include cradle bottom surface first
Crossbeam 420, cradle bottom surface second cross beam 422 and cradle bottom surface longeron 425, the cradle bottom surface first crossbeam 420 and holder bottom
Face longeron 425 connects into n character form structures, and the cradle bottom surface second cross beam 422 connects into square shape with cradle bottom surface longeron 425
Structure.Form a fixed connection knot between the first girder 401 and cradle bottom surface first crossbeam 420 of 4 side bottom of the frame girder
Structure specifically can be fixedly connected with the 11st connecting plate 411, the branch on the first girder 401 of 4 side bottom of frame girder
The end of frame bottom surface first crossbeam 420 is fixedly connected with plate 6, and installation through-hole 10, the plate 6 and are opened up on the plate 6
Between 11 connecting plates 411 dismountable fixed connection structure is formed through installation through-hole 10 by connecting bolt 8.
The cradle top surface includes cradle top surface crossbeam 428 and cradle top surface longeron 429, the cradle top surface crossbeam
428 connect into n character form structures with cradle top surface longeron 429, pass through several erections between the cradle bottom surface and cradle top surface
Column 433 forms a fixed connection structure.Shape between the first girder 401 and cradle top surface crossbeam 428 of 4 side top of the frame girder
At fixed connection structure, specifically, the 11st connection can be fixedly connected on the first girder 401 of 4 side top of frame girder
The end of plate 411, the cradle top surface crossbeam 428 is fixedly connected with plate 6, and installation through-hole 10 is opened up on the plate 6, described to insert
It is formed through installation through-hole 10 by connection bolt 8 between plate 6 and the 11st connecting plate 411 and is removably fixedly connected with knot
Structure.Further, can also the tenth stiffener 409 be set in the opposite sides of the 11st connecting plate 411, the described the tenth puts more energy into
Plate 409 is formed a fixed connection structure with the first girder 401, the 11st connecting plate 411 by welding manner respectively.
In order to enhance 405 integrally-built anti-side rigidity of pipe-hanging hook to resist wind load and geological process, the branch
Frame inclined surface includes holder cant beam 432, holder cant beam 432 in the same plane, bracket upright post 433, cradle bottom surface second
Triangular structure is collectively formed in crossbeam 422.In addition, increase in above-mentioned pipe-hanging hook 405 setting first support diagonal brace 426,
Second support diagonal brace 427 and third holder diagonal brace 430, by 425 cradle bottom surface second cross beam 422, cradle bottom surface longeron shapes
At square shape structure in, the opposite end of the first support diagonal brace 426 respectively on the square shape structure diagonal line
Interconnecting piece is by being welded and fixed mode come the structure that forms a fixed connection.By cradle bottom surface first crossbeam 420, cradle bottom surface longeron
425 are formed by with the first girder 401 of 4 side bottom of frame girder in square shape structure, the phase of the second support diagonal brace 427
It forms a fixed connection respectively with the interconnecting piece on the square shape structure diagonal line structure to both ends.It is possible to further
The opposite end of two holder diagonal braces 427 is respectively fixedly connected with plate 6, and installation through-hole 10 is opened up on the plate 6, in the mouth word
Interconnecting piece on shape structure diagonal line is respectively fixedly connected with the 11st connecting plate 411, the 12nd connecting plate 421；One of those
Between plate 6 and the 11st connecting plate 411, pass through connection bolt 8 between another plate 6 and the 12nd connecting plate 421 respectively
Dismountable fixed connection structure is formed through installation through-hole 10.
In 401 shapes of the first girder by cradle top surface crossbeam 428, cradle top surface longeron 429 and 4 side top of frame girder
At square shape structure in, the opposite end of the third holder diagonal brace 430 respectively on the square shape structure diagonal line
Interconnecting piece forms a fixed connection structure.It is slotting it is possible to further be respectively fixedly connected in the opposite end of third holder diagonal brace 430
Plate 6 opens up installation through-hole 10 on the plate 6, and the interconnecting piece on the square shape structure diagonal line is respectively fixedly connected with
11 connecting plates 411, the 12nd connecting plate 421；Between one of plate 6 and the 11st connecting plate 411, another plate
It is formed respectively through installation through-hole 10 by connection bolt 8 between 6 and the 12nd connecting plate 421 and is removably fixedly connected with knot
Structure.
The concrete structure of the suspension insulator link 406 includes mainly first support as shown in Figure 30, Figure 31, Figure 32
Platform sling 423, second support platform sling 424 and third holder platform sling 431, open up the second hanging hole 434 on third holder platform sling 431；
The first support platform sling 423 is arranged the opposite sides in third holder platform sling 431, and first support platform sling 423 respectively with
Third holder platform sling 431, cradle bottom surface longeron 425 are formed a fixed connection structure by welding manner.The second support is hung
Plate 424, which can be arranged, to be formed by by first support platform sling 423 and cradle bottom surface longeron 425 in semi-surrounding space and second
Holder platform sling 424 is formed a fixed connection structure with first support platform sling 423, cradle bottom surface longeron 425 by welding manner respectively.
Further, the inner end of the second support platform sling 424 forms corner cut structure, 424 inner end of second support platform sling and holder
It is formed a fixed connection structure with welding manner between bottom surface longeron 425, to ensure 424 inner end of second support platform sling and cradle bottom surface
Welding between longeron 425 is more securely, reliably.
The concrete structure in the beam aisle 3 includes mainly aisle grid 31, aisle stull 32 as shown in Figure 34, Figure 35
With the first secondary beam 404, the aisle grid 31 is preferably reticular structure, between the aisle stull 32 and the first secondary beam 404
Form groined type structure, the opposite end of each aisle stull 32 first secondary beam 404 shape adjacent on same plane respectively
At fixed connection structure, the opposite end of each first secondary beam 404 respectively with the first girder with respect to thirty years of age on same plane
401 form a fixed connection structure, and form a fixed connection structure between the aisle grid 31 and aisle stull 32.Further
Ground can be fixedly connected with plate 6 in the end of the first secondary beam 404, installation through-hole 10 be opened up on the plate 6, in the first girder
The 9th connecting plate 408 is fixedly connected on 401, by connecting bolt 8 through installation between the plate 6 and the 9th connecting plate 408
Through-hole 10 and form dismountable fixed connection structure.Further, can also be arranged in the opposite sides of the 9th connecting plate 408
Tenth stiffener 409, the tenth stiffener 409 pass through welding manner with the first girder 401, the 9th connecting plate 408 respectively
Form a fixed connection structure.
As shown in Figure 35, Figure 36, Figure 37, pass through welding manner shape between first secondary beam 404 and aisle bracket 33
At fixed connection structure, the cross sectional shape of the aisle bracket 33 is preferably π shape structures, and the aisle stull 32 is held in the palm with aisle
Between frame 33 dismountable fixed connection structure is formed by connecting bolt 8.It is possible to further in the end face of aisle bracket 33
On be fixedly connected with aisle holder 34, the aisle holder 34 supports aisle stull 32 and aisle stull 32 and aisle holder 34
Between form a fixed connection structure.Particularly, the cross sectional shape of the aisle holder 34 is preferably U-shaped structure, blind end branch
Support aisle stull 32 and the structure that forms a fixed connection between aisle stull 32, open end shape between aisle bracket 33
At fixed connection structure.Further, by connecting 8 shape of bolt between the blind end and aisle stull 32 of the aisle holder 34
At dismountable fixed connection structure.
The concrete structure of the half space 5 specifically includes platform beams 51, the first platform branch as shown in Figure 38, Figure 39
Beam 56a and platform grid 58 and third column 131 are supportted, foot nail 52 is fixedly connected in the outboard end of platform beams 51, it is described flat
Platform grid 58 is preferably reticular structure.Groined type structure is formed between the first platform beam 56a and platform beams 51,
The opposite end of each first platform beam 56a forms with the platform beams 51 with respect to thirty years of age on same plane fix respectively
Connection structure, the opposite ends of each platform beams 51 form a fixed connection with adjacent third column 131 structure respectively, institute
Form a fixed connection structure between the platform grid 58 and the first platform beam 56a stated.Further, in platform beams 51
End is fixedly connected with plate 6, and installation through-hole 10 is opened up on the plate 6, and it is flat to be fixedly connected with first on the third column 131
Platform connecting plate 50a is formed by connection bolt 8 between the plate 6 and the first platform connecting plate 50a and is removably fixedly connected
Structure.
To improve safety in utilization, the reliability of half space 5, it can increase on the basis of above-mentioned half space 5 and set
Horizontalization platform longeron 53, the first platform cant beam 54, the second platform beam 56b and the second platform cant beam 59, the platform longeron
53 opposite end forms a fixed connection with adjacent third column 131 structure respectively, and the one of the second platform beam 56b
End is fixedly connected with the first adjacent platform beam 56a, the other end is fixedly connected with platform longeron 53, the platform longeron
53, it is interconnected to groined type structure between the second platform beam 56b, the first platform beam 56a.Further, described
The end of second platform cant beam 59 is fixedly connected with plate 6, and installation through-hole 10, the third column 131 are opened up on the plate 6
On be fixedly connected with the second platform connecting plate 50b, between the plate 6 and the second platform connecting plate 50b pass through connect bolt 8 formation
Dismountable fixed connection structure.Similarly, it is fixedly connected with plate 6 in the end of the first platform cant beam 54, is opened on the plate 6
If installation through-hole 10, the second platform connecting plate 50b, the plate 6 and the second platform are fixedly connected on the third column 131
Between connecting plate 50b dismountable fixed connection structure is formed by connecting bolt 8.It is of course also possible in the first platform cant beam
54 end is fixedly connected with plate 6, and installation through-hole 10 is opened up on the plate 6, is fixedly connected on the second platform cant beam 59
Third platform connecting plate 55 forms dismountable fixation between the plate 6 and third platform connecting plate 55 by connecting bolt 8
Connection structure.It is possible to further in the opposite sides of third platform connecting plate 55 setting platform stiffener 57, the platform
Stiffener 57 is formed a fixed connection structure with third platform connecting plate 55, the second platform cant beam 59 by welding manner respectively.
The integration framework designed using the above structure can form stable rigid-framed structure after being installed in place, and ensure
Integration framework structure has enough anti-side rigidities to resist wind load and geological process；It can be incited somebody to action by filter link 403
DC filter is suspended on 4 bottom of frame girder, can be facilitated directly by being connected to the outlet link 130 at the top of 1 side column of truss column
Outflow line, the mounting operation that can facilitate suspension insulator by suspension insulator link 406, form integrated morphology therefrom
Direct current outlet connection scheme can not only be cancelled and direct current outlet structure is separately provided, can also be by lattice truss column 1 come generation
For traditional herringbone column's scheme, under the premise of meeting electrical arrangement, the rolled steel dosage of framework is greatly reduced, and be effectively compressed field
Ground size reduces framework floor space, has saved land resource, has significantly reduced cost of investment.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, it is noted that all
All any modification, equivalent and improvement made by within the spirit and principles in the present invention etc. should be included in the guarantor of the present invention
Within the scope of shield.
Claims (10)
1. a kind of integration framework, including truss column (1) and frame girder (4), it is characterised in that：The truss column (1) be include structure
Frame foundation (11), framework abutment post (13) are formed by lattice truss column, the framework abutment post (13) and framework foundation
(11) form a fixed connection structure between；The frame girder (4) is includes that the first girder (401), the first secondary beam (404) are formed
Lattice frame girder, form a fixed connection structure between first girder (401) and the first secondary beam (404)；The framework
Beam (4) opposite end forms a fixed connection with the framework abutment post (13) on independent truss column (1) structure respectively, the framework
π shape structures are formed between column (1) and frame girder (4), and pipe-hanging hook (405) is fixedly connected in frame girder (4) side.
2. a kind of integration framework according to claim 1, it is characterised in that：Further include framework load-bearing pillar (12), the structure
Frame load-bearing pillar (12) includes the second column (121), second cross beam (122) and the second diagonal brace (123), the second cross beam (122)
Opposite end form a fixed connection respectively with independent second column (121) structure, by adjacent second cross beam (122),
Second column (121) is formed by square shape structure, the opposite end of second diagonal brace (123) respectively with the square shape
Interconnecting piece on structure diagonal line forms a fixed connection structure；Framework load-bearing pillar (12) top and framework abutment post (13) it
Between form a fixed connection the structure that forms a fixed connection between structure, framework load-bearing pillar (12) bottom end and framework foundation (11).
3. a kind of integration framework according to claim 1, it is characterised in that：Further include framework fore-set (14), the framework
Fore-set (14) includes the 4th column (141), the 4th crossbeam (142) and the 6th diagonal brace (143), the phase of the 4th crossbeam (142)
It forms a fixed connection respectively with independent 4th column (141) structure to both ends, by the 4th adjacent crossbeam (142), the 4th
Column (141) is formed by square shape structure, the opposite end of the 6th diagonal brace (143) respectively with the square shape structure
Interconnecting piece on diagonal line forms a fixed connection structure；It is formed between framework fore-set (14) bottom end and framework abutment post (13)
Fixed connection structure.
4. according to a kind of integration framework of claim 1-3 any one of them, it is characterised in that：Framework foundation (11) packet
Include the first column (111), first crossbeam (112) and the first diagonal brace (113), the opposite end difference of the first crossbeam (112)
Form a fixed connection structure with independent first column (111), the opposite end of first diagonal brace (113) respectively with it is adjacent
First column (111), first crossbeam (112) form a fixed connection structure, adjacent the first column (111), first crossbeam
(112), triangular structure is collectively formed in the first diagonal brace (113).
5. according to a kind of integration framework of claim 1-3 any one of them, it is characterised in that：The framework abutment post (13)
Including third column (131), third crossbeam (132) and the 4th diagonal brace (133), the opposite end point of the third crossbeam (132)
Do not form a fixed connection with independent third column (131) structure, by adjacent third crossbeam (132), third column (131)
Be formed by square shape structure, the opposite end of the 4th diagonal brace (133) respectively on the square shape structure diagonal line
Interconnecting piece form a fixed connection structure.
6. a kind of integration framework according to claim 5, it is characterised in that：It is fixedly connected on the third column (131)
Outlet link (130) and the 6th stiffener (137), open up the through-hole for hanging wire on the outlet link (130), and the described 6th
Stiffener (137) is arranged in outlet link (130) opposite sides and the knot that forms a fixed connection between outlet link (130)
Structure.
7. according to a kind of integration framework of claim 1-3 any one of them, it is characterised in that：First girder (401)
On be fixedly connected with the 9th connecting plate (408), the end of first secondary beam (404) is fixedly connected with plate (6), the plate (6)
On open up installation through-hole (10), it is logical through installation by connecting bolt (8) between the plate (6) and the 9th connecting plate (408)
Hole (10) and form dismountable fixed connection structure.
8. a kind of integration framework according to claim 7, it is characterised in that：It is fixedly connected with filtering on the frame girder (4)
Device link (403), the filter link (403) include the first platform sling (412), third platform sling (414a) and the 6th platform sling
(417), the first hanging hole (416) is opened up on third platform sling (414a)；First platform sling (412), third platform sling (414a) point
Do not form a fixed connection with the first girder (401) structure, and the 6th platform sling (417) is arranged in the first platform sling (412) and third
Platform sling (414a) be formed by angle space and the 6th platform sling (417) respectively with the first platform sling (412), third platform sling (414a),
First girder (401) forms a fixed connection structure.
9. according to a kind of integration framework of claim 1-3 any one of them, it is characterised in that：The pipe-hanging hook (405)
Including cradle bottom surface and cradle top surface, the cradle bottom surface includes cradle bottom surface first crossbeam (420), the second cross of cradle bottom surface
Beam (422) and cradle bottom surface longeron (425), the cradle bottom surface first crossbeam (420) connect into cradle bottom surface longeron (425)
N character form structures, the cradle bottom surface second cross beam (422) connect into square shape structure with cradle bottom surface longeron (425)；Described
Cradle top surface includes cradle top surface crossbeam (428) and cradle top surface longeron (429), the cradle top surface crossbeam (428) and holder
Top surface longeron (429) connects into n character form structures；Pass through several bracket upright posts (433) between the cradle bottom surface and cradle top surface
Form a fixed connection structure, the first girder (401) and the cradle bottom surface first crossbeam (420) of frame girder (4) side bottom
Between form a fixed connection structure, the first girder (401) and the cradle top surface crossbeam (428) of frame girder (4) side top
Between form a fixed connection structure.
10. a kind of integration framework according to claim 9, it is characterised in that：Further include suspension insulator link (406),
The suspension insulator link (406) includes first support platform sling (423) and third holder platform sling (431), in third holder
The second hanging hole (434) is opened up on platform sling (431)；The first support platform sling (423) is arranged in third holder platform sling (431)
Opposite sides, and first support platform sling (423) forms with third holder platform sling (431), cradle bottom surface longeron (425) fix respectively
Connection structure.
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|---|---|---|---|
| CN201810531361.7A CN108590314A (en) | 2018-05-29 | 2018-05-29 | A kind of integration framework |
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|---|---|---|---|
| CN201810531361.7A CN108590314A (en) | 2018-05-29 | 2018-05-29 | A kind of integration framework |
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| CN208430846U (en) * | 2018-05-29 | 2019-01-25 | 中国电力工程顾问集团西南电力设计院有限公司 | A kind of integration framework |
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| JPH05164748A (en) * | 1991-12-13 | 1993-06-29 | Tokyo Electric Power Co Inc:The | Discriminating method for propriety of insulator for power transmission line |
| JP2000314702A (en) * | 1999-05-06 | 2000-11-14 | Tomoo Fujioka | Device and method for detecting salt-contaminated insulator |
| CN202090654U (en) * | 2010-12-30 | 2011-12-28 | 国家电网公司 | Joint for steel tube tower |
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