CN107147065A - A kind of bus bridge is tool-free to slide dismounting shrouding package assembly - Google Patents

A kind of bus bridge is tool-free to slide dismounting shrouding package assembly Download PDF

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Publication number
CN107147065A
CN107147065A CN201710549823.3A CN201710549823A CN107147065A CN 107147065 A CN107147065 A CN 107147065A CN 201710549823 A CN201710549823 A CN 201710549823A CN 107147065 A CN107147065 A CN 107147065A
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CN
China
Prior art keywords
pontic
shrouding
bridge pier
socket bore
framework
Prior art date
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Granted
Application number
CN201710549823.3A
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Chinese (zh)
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CN107147065B (en
Inventor
宋海鹏
盛利东
唐敏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Zhengtai Electric Technology Co.,Ltd.
Original Assignee
Chint Electric Co Ltd
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Priority to CN201710549823.3A priority Critical patent/CN107147065B/en
Publication of CN107147065A publication Critical patent/CN107147065A/en
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Publication of CN107147065B publication Critical patent/CN107147065B/en
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Classifications

    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G5/00Installations of bus-bars
    • H02G5/06Totally-enclosed installations, e.g. in metal casings

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  • Insulating Bodies (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

Shrouding package assembly is dismounted the invention discloses a kind of tool-free slide of bus bridge, it is characterized in that, the pontic shrouding or bridge pier shrouding are fixed by interface arrangment, the both sides up and down of the left and right ends of the pontic shrouding are respectively provided with least one horizontal Pear-Shaped notch, the side of each Pear-Shaped notch is provided with socket bore one, the framework corresponding with the pontic shrouding is provided with positioning clamping pin and socket bore two, and positioning clamping pin is engaged with Pear-Shaped notch, and two socket bore are engaged;During assembling, the bared end of positioning clamping pin exposes from the larger end of Pear-Shaped notch, and socket bore one and socket bore two it is tangent or from;When assembling is completed, the bared end of positioning clamping pin is spacing at the small end of Pear-Shaped notch, and socket bore one is overlapped with socket bore two.The present invention is using the profile material assembling of steel plate bending into frame structure, and surrounding uses shrouding, its can tool-free manual teardown, while solving that work high above the ground is difficult and copper bar and insulation subproblem are installed in side.

Description

A kind of bus bridge is tool-free to slide dismounting shrouding package assembly
Technical field
Shrouding package assembly is dismounted the present invention relates to a kind of tool-free slide of bus bridge, belongs to equipment for power transmission and distribution field.
Background technology
In power transmission and transformation system, switchgear is its important part, for realizing the conveying and distribution of electric energy, and Bus bridge frame conduct, switchgear with switchgear and with the important ring that transformer is connected, be installed in place in switch cubicle, scene Measure size to make, delivery date is typically more urgent, therefore the convenience and property easy to install of crane span structure design, directly influence system Punctual reliably put into operation.
Due to existing bus bridge frame bridge pier framework and pontic framework more use welded structure, upper and lower cover plates (pontic), Front and rear shrouding (bridge pier) is spirally connected using screw with associated frame members, and crane span structure is bulky, and erecting bed generally lacks lifting appliance, peace Dress personal height operation is careless slightly to will result in the generation of disequilibrium fallen accident, so as to be caused to client or supply of material producer Unnecessary loss.
In addition, crane span structure typically uses bridge pier shrouding formula welding structure, in horizontal pontic, installing copper bar and insulator can only be from It is installed above, pontic width and it is highly larger when, arm can't reach installation, it is necessary to be installed into pontic, very inconvenient Also it is dangerous.
The content of the invention
Problem to be solved by this invention is existing bus bridge frame using welded type bridge pier framework and pontic frame structure, envelope Plate is connected using screw with associated frame members, and crane span structure is bulky, and erecting bed work high above the ground is inconvenient and dangerous.
In order to solve the above problems, shrouding package assembly, institute are dismounted the invention provides a kind of tool-free slide of bus bridge Stating bus bridge includes being provided with the outside of bridge pier framework and pontic framework, the pontic framework on the outside of pontic shrouding, the bridge pier framework Provided with bridge pier shrouding, it is characterised in that the pontic shrouding or bridge pier shrouding are fixed by least one set of interface arrangment, the card Binding structure is specially:The both sides up and down of the left and right ends of the pontic shrouding are respectively provided with least one horizontal Pear-Shaped notch, The upper and lower ends of the bridge pier shrouding are each side provided with least one vertical Pear-Shaped notch, each Pear-Shaped notch Side be provided with socket bore one, the framework corresponding with the pontic shrouding or bridge pier shrouding is provided with positioning clamping pin and socket bore two, Positioning clamping pin is engaged with Pear-Shaped notch, and socket bore two is engaged with socket bore one;During assembling, the bared end of positioning clamping pin is from cucurbit Expose in the larger end of shape notch, and socket bore one and socket bore two it is tangent or from;When assembling is completed, the bared end of positioning clamping pin in It is spacing at the small end of Pear-Shaped notch, and socket bore one overlaps with socket bore two.
Preferably, the pontic framework includes the pontic on four pontic crossbeams and four pontic curb girders, same vertical plane The rear and front end of curb girder is respectively connected by a pontic column, is provided between the beam of adjacent bridge side in pontic crossbeam, pontic crossbeam Provided with multiple insulator beams being arranged in order, the top of insulator 9 is connected with copper bar;Four surfaces in pontic framework outside are successively Pontic shrouding one, pontic shrouding two, pontic shrouding three, pontic shrouding four are installed.
It is provided with it is highly preferred that the upper surface of the pontic column is provided with circular hole, circular hole for pontic framework lifting Suspension ring.
Preferably, each socket bore one on the pontic framework is another relative to bridge pier framework positioned at Pear-Shaped notch Side.
Preferably, the bridge pier framework is vertically sequentially connected top of bridge pier from top to bottom by parallel two blocks of relative bridge pier side plates Cover plate, bridge pier crossbeam, insulator beam, two bridge pier bottom girders.
The present invention is using the profile material assembling of steel plate bending into frame structure, and surrounding uses shrouding, and it tool-free can tear open manually Unload, while solving difficult work high above the ground and side installation copper bar and insulation subproblem.
Bridge is made up of the bridge pier of both sides and some sections of pontics of centre in the present invention;Outer bridge (inlet wire bridge) by bridge pier, lean on Wall hole end pontic and some sections of pontics of centre composition;Bus bridge pontic therein requires to determine according to detailed programs.
The present invention has the advantages that easy to operate, easy to install, just transport, suitable work high above the ground and side fill row.Especially fit Conjunction wall hole is higher, and pontic size is larger, and scene does not need lifting appliance.
Compared with prior art, the beneficial effects of the present invention are:
1st, using steel plate bending forming material assembled frame structure, detachable shrouding, side are slided using screwless is tool-free Just site operation personnel install particularly work high above the ground, improve operating efficiency and Consumer's Experience;
2nd, shrouding can be installed using detaching structure, copper bar and insulator is slided from side, facilitate user's work high above the ground;
3rd, the accessory (by steel plate bending forming material) used using clout processing, can greatly improve the sheet material profit of manufacturing enterprise With rate;
4th, designed using standard bridge pier and standard pontic, standardization level is high, greatly shorten the delivery date of crane span structure product;
5th, using welding structure is exempted from, the requirement of national energy-saving emission reduction environmental protection is met.
Brief description of the drawings
Fig. 1 is using the front view of the bus bridge of the package assembly of the invention provided;
Fig. 2 is Fig. 1 right view;
Fig. 3 is Fig. 1 left view;
Fig. 4 is Fig. 1 top view;
Fig. 5 is the partial enlarged drawing of I parts in Fig. 1;
Fig. 6 is the sectional view in A-A faces in Fig. 1;
Fig. 7 is the partial enlarged drawing of II parts in Fig. 6;
Fig. 8 is the partial enlarged drawing of III parts in Fig. 4;
Fig. 9 is the front view after the completion of pontic shrouding is assembled;
Figure 10 is the partial enlarged drawing of IV parts in Fig. 9;
Figure 11 is the sectional view in B-B faces in Figure 10;
Figure 12 is that Fig. 9 correspondence shroudings are in removed position schematic diagram;
In figure:
1- bridge piers side plate one;2- pontic columns;3- suspension ring;4- pontic crossbeams;5- positioning clamping pins;6- pontic curb girders;7- is exhausted Edge beam;8- copper bars;9- insulators;10- coach screws;11- bridge pier bottom girders;12- bridge pier crossbeams;13- bridge pier lamina tectis;14- Bridge pier side plate two;15- handles;16- pontics shrouding one;17- pontics shrouding two;18- bridge piers shrouding one;19- bridge piers shrouding two;m- Pear-Shaped notch;N- socket bore one;N '-socket bore two.
Embodiment
To become apparent the present invention, hereby with preferred embodiment, and accompanying drawing is coordinated to be described in detail below.
Embodiment
A kind of tool-free bus bridge for sliding dismounting opening board assembling structure of use bus bridge is present embodiments provided, is such as schemed Shown in 1-8, it includes bridge pier framework and pontic framework.
Pontic framework is assembled:
The rear and front end that pontic framework includes the pontic curb girder 6 on four pontic crossbeams 4, same vertical plane respectively passes through one Pontic column 2 is connected, and is spirally connected fixation with coach screw 10, and pontic crossbeam 4, pontic crossbeam 4 are provided between adjacent bridge side beam 6 Interior to be provided with multiple insulator beams 7 being arranged in order, the top of insulator 9 is connected with copper bar 8.Four surfaces on the outside of pontic framework Pontic shrouding 1, pontic shrouding 2 17, bridge pier shrouding 1, bridge pier shrouding 2 19 are installed successively.
Pontic crossbeam 4 is that high-strength steel sheet bending and molding is the similar G types in section, and the bending of left and right ends face is provided with circular hole, is led to Coach screw 10 is crossed to be spirally connected with pontic column 2.In the small vertical mating surface of class G types on (as shown in Figure 1), and the top surface of G types (as shown in Figure 5), riveting has positioning clamping pin 5 (being provided with groove in positioning clamping pin 5), and punching press is used for the n ' of socket bore two of positioning.Absolutely Edge beam 7 is vertically bolted in pontic crossbeam 4 (only installing bottom position, as shown in Figure 1).
Pontic curb girder 6 be high-strength steel sheet be bent into c-type, rear and front end face is provided with circular hole, its by coach screw 10 with Pontic column 2 is connected.One side of pontic curb girder 6 is provided with five circular holes.Bridge pier crossbeam 12 and bridge pier lamina tecti 13 pass through screw Connection.
Pontic column 2, as the hinge of pontic framework, is that high-strength steel sheet is bent into class G section bars, two of which is vertically big Face is provided with square opening, and two square openings are spirally connected by coach screw 10 with pontic crossbeam 4, pontic curb girder 6 respectively.Pontic column 2 Upper surface center be provided with circular hole, for being spirally connected with suspension ring 3, be used as pontic framework lifting use.
Bridge pier framework is assembled:
Bridge pier framework is matched somebody with somebody by parallel relative two blocks of bridge pier shroudings (bridge pier side plate 1, bridge pier side plate 2 14) as core Part, vertically passes sequentially through coach screw 10 and is spirally connected following accessory from top to bottom:(only one, bridge pier lamina tecti 13, bridge pier crossbeam 12 For with pontic framework connection end use), insulator beam 7, two bridge pier bottom girders 11.
Bridge pier side plate 1, bridge pier side plate 2 14 are bent into section into c-type, bridge pier side plate 1, bridge pier by high-strength steel sheet The bottom surface of side plate 2 14 is uniformly provided with circular hole, is spirally connected by screw with switch cabinet bracket bridge floor.Bridge pier side plate 1, bridge pier side plate two 14 opposite face direction, correspondence bridge pier lamina tecti 13, bridge pier crossbeam 12, bridge pier bottom girder 11 and the direction of insulator beam 7, open position phase Corresponding square hole, for being spirally connected with these parts.
The c-type top surface of vertical direction two of bridge pier side plate 1, bridge pier side plate 2 14, riveting has positioning clamping pin 5, and punching press is used In the n ' of socket bore two of positioning.
Bridge pier side plate 1, the top correspondence position of bridge pier side plate 2 14 are provided with circular hole, for being spirally connected with suspension ring 3, are used as bridge The lifting of pier framework is used.
Bridge pier lamina tecti 13 be steel plate bending into c-type, rear and front end face correspondence position is provided with circular hole, for two pieces of bridges Pier shrouding is spirally connected.The one side of bridge pier lamina tecti 13 is provided with 5 circular holes, for being spirally connected with pontic framework.
By the bridge pier framework assembled loaded on switch cubicle bridge formation mounting surface on, and with screw be spirally connected firmly after.Use suspender By the pontic framework assembled, hang in bridge pier horizontal alignment position, then locking lifting appliance nut.By bridge pier framework and pontic frame Frame is spirally connected firmly with screw.Then dress insulator 9 is loaded on insulation in the correspondence of copper bar 8 that on insulator beam 7, will be cased with heat-shrinkable T bush On son 9.So far bridge pier framework and pontic framework installation, finally starts to install the pontic shrouding and bridge pier frame on pontic framework Bridge pier shrouding on frame.
Because two blocks of bridge pier shroudings of bridge pier framework and four blocks of pontic shroudings of pontic framework are consolidated using the package assembly It is fixed, it is described in detail by taking pontic shrouding 1 as an example, other pontic shrouding/bridge pier shroudings are without repeating.
The pontic shrouding 1 is fixed by four interface arrangments positioned at four angles with pontic framework, the clamping knot Structure is specially:The both sides up and down of the left and right ends of pontic shrouding 1 are respectively provided with Pear-Shaped notch m (the bridge pier shroudings one of two transverse directions 18 upper and lower ends are each side provided with two vertical Pear-Shaped notches), the left and right ends correspondence position of pontic crossbeam 4 is set There is the n of socket bore one, the pontic crossbeam 4 is provided with positioning clamping pin 5 and the n ' of socket bore two, and positioning clamping pin 5 and Pear-Shaped notch m matches Close, the n ' of socket bore two is engaged with the n of socket bore one;When the pontic shrouding 1 is assembled, the bared end of positioning clamping pin 5 is from Pear-Shaped groove Expose in mouthful m larger end, and the n of the socket bore one and n ' of socket bore two it is tangent or from;When assembling is completed, positioning clamping pin 5, positioning are positioned The bared end of bayonet lock 5 is spacing at Pear-Shaped notch m small end, and the n of socket bore one is overlapped with the n ' of socket bore two.
During assembling, first by the plane laminating pontic crossbeam 4 in the n directions of socket bore one, make the Pear-Shaped groove of pontic shrouding 1 Mouth m great circle alignment (as shown in figure 12) positioning clamping pin 5, then touches pontic shrouding 1 (it is equipped with handle 15), makes to the left Pear-Shaped notch m small end and the fit depressions (as shown in figs. 9-11) of positioning clamping pin 5, pontic shrouding 1 are in work Position, now, the n of socket bore one of pontic shrouding 1 and the n ' of socket bore two of pontic crossbeam 4 are overlapped, and complete positioning.
During dismounting, upper right side oblique first pushes away pontic shrouding 1, makes the n of socket bore one and pontic crossbeam of pontic shrouding 1 4 n ' of socket bore two, which departs from, to be coordinated, and Pear-Shaped notch m larger end is directed at positioning clamping pin 5 (as shown in figure 12), now pontic is sealed Plate 1 is in removed position, and then both hands lift the handle 15 of pontic shrouding 1, is incited somebody to action in perpendicular to the direction of positioning clamping pin 5 Pontic shrouding 1 is removed, and so far completes the dismounting of pontic shrouding 1.Pontic shrouding 2 17, bridge pier shrouding 1, bridge pier envelope The assembling of plate 2 19, unloading process are identical.

Claims (5)

1. a kind of bus bridge is tool-free to slide dismounting shrouding package assembly, the bus bridge includes bridge pier framework and pontic framework, It is provided with the outside of the pontic framework on the outside of pontic shrouding, the bridge pier framework and is provided with bridge pier shrouding, it is characterised in that the pontic Shrouding or bridge pier shrouding are fixed by least one set of interface arrangment, and the interface arrangment is specially:The left and right of the pontic shrouding The both sides up and down at two ends are respectively provided with least one horizontal Pear-Shaped notch (m), the left and right of the upper and lower ends of the bridge pier shrouding Both sides are respectively provided with least one vertical Pear-Shaped notch (m), and the side of each Pear-Shaped notch (m) is provided with socket bore one (n), with The corresponding framework of the pontic shrouding or bridge pier shrouding be provided with positioning clamping pin (5) and socket bore two (n '), positioning clamping pin (5) with Pear-Shaped notch (m) is engaged, and socket bore two (n ') is engaged with socket bore one (n);During assembling, the bared end of positioning clamping pin (5) from Expose in the larger end of Pear-Shaped notch (m), and socket bore one (n) and socket bore two (n ') it is tangent or from;When assembling is completed, positioning The bared end of bayonet lock (5) is spacing at the small end of Pear-Shaped notch (m), and socket bore one (n) is overlapped with socket bore two (n ').
2. bus bridge as claimed in claim 1 is tool-free to slide dismounting shrouding package assembly, it is characterised in that the pontic frame The rear and front end that frame includes the pontic curb girder (6) on four pontic crossbeams (4) and four pontic curb girders (6), same vertical plane is each Connected by a pontic column (2), be provided with pontic crossbeam (4), pontic crossbeam (4) and be provided between adjacent bridge side beam (6) Multiple insulator beams (7) being arranged in order, the top of insulator 9 is connected with copper bar (8);On the outside of pontic framework four surfaces according to Secondary installation pontic shrouding one (16), pontic shrouding two (17), pontic shrouding three, pontic shrouding four.
3. bus bridge as claimed in claim 2 is tool-free to slide dismounting shrouding package assembly, it is characterised in that the pontic is stood The upper surface of post (2) is provided with the suspension ring (3) being provided with circular hole, circular hole for pontic framework lifting.
4. tool-free slide of bus bridge as described in claim 1-3 any one dismounts shrouding package assembly, it is characterised in that Each socket bore one (n) on the pontic framework is located at opposite side of the Pear-Shaped notch (m) relative to bridge pier framework.
5. tool-free slide of bus bridge as described in claim 1 any one dismounts shrouding package assembly, it is characterised in that institute State bridge pier framework and be vertically sequentially connected bridge pier lamina tecti (13), bridge pier crossbeam from top to bottom by parallel two blocks of relative bridge pier side plates (12), insulator beam (7), two bridge pier bottom girders (11).
CN201710549823.3A 2017-07-06 2017-07-06 A kind of tool-free sliding dismounting sealing plate package assembly of bus bridge Active CN107147065B (en)

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Application Number Priority Date Filing Date Title
CN201710549823.3A CN107147065B (en) 2017-07-06 2017-07-06 A kind of tool-free sliding dismounting sealing plate package assembly of bus bridge

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Application Number Priority Date Filing Date Title
CN201710549823.3A CN107147065B (en) 2017-07-06 2017-07-06 A kind of tool-free sliding dismounting sealing plate package assembly of bus bridge

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CN107147065A true CN107147065A (en) 2017-09-08
CN107147065B CN107147065B (en) 2019-01-25

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107528269A (en) * 2017-10-23 2017-12-29 镇江华驰电器有限公司 A kind of bus bridge frame

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1893213A (en) * 2005-07-20 2007-01-10 王强 Plastic cable bridge-carriage jointing structure
JP2010233388A (en) * 2009-03-27 2010-10-14 Kyodo Ky Tec Corp Bus duct vibration stopper and installation structure of bus duct vibration stopper
CN203103875U (en) * 2012-12-27 2013-07-31 正泰电气股份有限公司 Telescopic bus bridge of switch equipment
CN203911397U (en) * 2014-06-27 2014-10-29 丁启荣 Alloy plastic bridge stand
CN204068137U (en) * 2014-08-29 2014-12-31 中国西电集团公司 A kind of aluminum section bar frame bolted bus bridge
CN205595612U (en) * 2016-04-20 2016-09-21 江苏扬开电力设备股份有限公司 High pressure bus duct
CN205901234U (en) * 2016-08-16 2017-01-18 山东捷远电气股份有限公司 Assembled generating line bridge of steel sheet spraying plastics
CN207082804U (en) * 2017-07-06 2018-03-09 正泰电气股份有限公司 Bus bridge is tool-free to slide dismounting shrouding package assembly

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1893213A (en) * 2005-07-20 2007-01-10 王强 Plastic cable bridge-carriage jointing structure
JP2010233388A (en) * 2009-03-27 2010-10-14 Kyodo Ky Tec Corp Bus duct vibration stopper and installation structure of bus duct vibration stopper
CN203103875U (en) * 2012-12-27 2013-07-31 正泰电气股份有限公司 Telescopic bus bridge of switch equipment
CN203911397U (en) * 2014-06-27 2014-10-29 丁启荣 Alloy plastic bridge stand
CN204068137U (en) * 2014-08-29 2014-12-31 中国西电集团公司 A kind of aluminum section bar frame bolted bus bridge
CN205595612U (en) * 2016-04-20 2016-09-21 江苏扬开电力设备股份有限公司 High pressure bus duct
CN205901234U (en) * 2016-08-16 2017-01-18 山东捷远电气股份有限公司 Assembled generating line bridge of steel sheet spraying plastics
CN207082804U (en) * 2017-07-06 2018-03-09 正泰电气股份有限公司 Bus bridge is tool-free to slide dismounting shrouding package assembly

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107528269A (en) * 2017-10-23 2017-12-29 镇江华驰电器有限公司 A kind of bus bridge frame

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Effective date of registration: 20210527

Address after: 314006 workshop 6, 379 Ziyu Road, Daqiao Town, Nanhu District, Jiaxing City, Zhejiang Province

Patentee after: Zhejiang Zhengtai Electric Technology Co.,Ltd.

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Patentee before: Chint Electric Co.,Ltd.

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