CN201345526Y - Fabricated cable trench body of transformer substation - Google Patents

Fabricated cable trench body of transformer substation Download PDF

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Publication number
CN201345526Y
CN201345526Y CNU2008201694382U CN200820169438U CN201345526Y CN 201345526 Y CN201345526 Y CN 201345526Y CN U2008201694382 U CNU2008201694382 U CN U2008201694382U CN 200820169438 U CN200820169438 U CN 200820169438U CN 201345526 Y CN201345526 Y CN 201345526Y
Authority
CN
China
Prior art keywords
cable trench
trench body
cable slot
transformer station
assembly type
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.)
Expired - Lifetime
Application number
CNU2008201694382U
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Chinese (zh)
Inventor
黄达余
安春秀
吴亮
梅狄克
徐建国
童建国
吴志力
冯仁祥
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 Electric Power Design Institute
Original Assignee
Zhejiang Electric Power Design Institute
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 Zhejiang Electric Power Design Institute filed Critical Zhejiang Electric Power Design Institute
Priority to CNU2008201694382U priority Critical patent/CN201345526Y/en
Application granted granted Critical
Publication of CN201345526Y publication Critical patent/CN201345526Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

The utility model discloses a fabricated cable trench body of a transformer substation. The cable trench body mainly consists of sections of waterproof reinforced concrete channel bodies with U-shaped cross sections, wherein, the channel bodies are connected in sequence; a flange section and a concave connecting groove which can be connected in an end to end manner are arranged at the front end and the back end of each channel body respectively, and form a front-back lapping groove and tongue; a rubber strip is mounted between channel bodies which are connected in an end to end manner; the cross section of the rubber strip is in the shape of a flat gasket connected by two rings; and the rubber strip is arranged on the peripheral wall surface of the flange section and clamped between the flange section and the concave connecting groove. Compared with the prior art, the cable trench body has the advantages that the construction period is shortened, the pavement cost is reduced, the work efficiency is improved, the labor productivity is increased, and the appearance quality is greatly improved; and the cable trench body has better popularization using value.

Description

The assembly type cable slot body of transformer station
Technical field
The utility model relates to the universal transforming plant assembly type cable slot body of a kind of transformer station, belong to the design field in transformer station, power plant.
Background technology
At present the cable trough of the above transformer station of 220kV designs, and according to the height of burried depth, load size, level of ground water, makes forms such as brick, plain concrete, armored concrete cable slot body respectively, to satisfy the requirement of transformer station, power plant cable laying.But along with the development of China's electric utility, the cable slot body of this field fabrication also is faced with the problem of following several respects:
1) on-the-spot masonry project amount is big, and the engineering time is long: with the 220kV power transformation example of doing, be converted to the 1.1x0.85m cable slot body, the about 1100m of its total length.Brick cable slot body budgetary estimate expense is 625 yuan/m3 (pressing sky in the ditch, down together), and the construction period is 35 days; Plain concrete cable slot body budgetary estimate expense is 820 yuan/m3, and the construction period is 25 days; Armored concrete cable slot body budgetary estimate expense is 1120 yuan/m3, and the construction period is 30 days;
2) above cable slot body all needs interior exterior plaster, the also outer water-repellent paint of doing of brick, plain concrete cable slot body, and the time cost is many; Use more material, resource is taken many; The most frequently used brick, plain concrete cable slot body regular meeting on soft soil foundation has sedimentation excessive and problem cracking takes place;
3) present State Grid Corporation of China's transformer substation construction, be to carry out by " amphitypy one is changed " standard, promptly environmentally friendly, resource-conserving, industrialization, in addition along with the fast development of electric utility, the construction period of transformer station also is required to shorten greatly, full assembled transformer station will be a developing direction, but the field fabrication cable slot body will hinder applying of full assembled transformer station.
Summary of the invention
The purpose of this utility model is to overcome the deficiency that prior art exists, and provide a kind of construction requirements that can comply with full assembled transformer station to cable slot body, install, thereby can satisfy the assembly type cable slot body of the transformer station of transformer station's cable laying requirement by prefabrication production, job site assembled.
The purpose of this utility model is finished by following technical solution, described transforming plant assembly type cable slot body, and the waterproof armored concrete ditch body that it is mainly taken the shape of the letter U by a section cross section joins successively and forms.
Described ditch body rear and front end be respectively arranged with can before and after the flange sections and the recessed access slot that join, and constitute front and back overlap joint tongue and groove, between the ditch body that front and back join the rubber bar is installed.
Described rubber sliver transvers section is the plain cushion sheet that is linked to each other by two circles, and it is placed on the peripheral wall surfaces of flange sections, is sandwiched between flange sections and the recessed access slot.
Can be when the utility model is installed by the water proof structure and the material of junction, forms a kind of can prefabrication, on-the-spot installation, be the clear-water concrete presentation quality, can constitute the full assembly type cable slot of whole antiseepage again.
After adopting the utility model " transforming plant assembly type cable slot body " design and product utilization, since brought into play simultaneously on-the-spot direct assembling, again do not need again in exterior plaster, do water-repellent paint outward, therefore aspect transformer station's cable slot body scene duration, can taper to 10 days, total duration generally can save 15 days, about 10%; The Technological Economy aspect considers that the minimizing of labour cost, the expense of whitewashing waterproof material reduce, after the increase of installation cost, and the about 650 yuan/m3 of its budgetary estimate expense maintains an equal level with brick cable trough economy commonly used; Presentation quality is greatly improved, and labor productivity improves, and application value is preferably arranged.
Description of drawings
Fig. 1 is the Facad structure schematic diagram of ditch body described in the utility model.
Fig. 2 is the A-A sectional structure schematic diagram among Fig. 1.
Fig. 3 is the local structure for amplifying schematic diagram of the I among Fig. 1.
Embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.Figure 1 shows that the ditch body plan structure schematic diagram that is paved on the bottom surface, and Fig. 2 is the cross-sectional structure schematic diagram of ditch body.Described transforming plant assembly type cable slot body, the waterproof armored concrete ditch body 1 that it is mainly taken the shape of the letter U by a section cross section joins successively and forms.Described ditch body 1 rear and front end be respectively arranged with can before and after the flange sections 2 and the recessed access slot 3 that join, and constitute front and back overlap joint tongue and groove, between the ditch body 1 that front and back join rubber bar 4 is installed.
Shown in Figure 3, described rubber bar 4 cross sections are the plain cushion sheet that is linked to each other by two circles, and it is placed on the peripheral wall surfaces of flange sections 2, is sandwiched between flange sections 2 and the recessed access slot 3.
The method for paving of transforming plant assembly type cable slot body described in the utility model, at first on the C15 of routine plain concrete cushion layer, the dried sand 100mm that lays cement is thick, is used for the leveling of the assembly type cable slot body of back installation; Be connected together mutually by the overlap joint tongue and groove successively before and after then that a section is the prefabricated ditch body, and be lined with the rubber bar in the joint.
Before described two ditch bodies join, be pressed on the flange sections periphery wall of a ditch body wherein earlier with rubber bar three limits, be inserted in then in the recessed access slot of another ditch body, and make top line become smooth shape, carry out the welding and the installation of cable bearer again in the cable slot body after the ditch body joins.
Embodiment 1, and the utility model main composition is: C30 ~ C40 armored concrete or steel fiber reinforced concrete (clear-water concrete appearance ratings) and two P outward appearance are met water microdilatancy rubber bar.
Make: adopt the customization steel mold, zone, precasting yard ground on-site, on-the-spot batch production is made, the moisture-heat preservation maintenance; It is that specialized factory decides processing that two P outward appearances are met water microdilatancy rubber bar.
Install: (1) at first on the C15 of routine plain concrete cushion layer, the dried sand 100mm that lays cement is thick, is used for the leveling of the assembly type cable slot body of back installation; (2) utilize the standing P200 in building site to excavate transportation and installation in the airport; Make full use of the overlap joint tongue and groove of this assembly type cable slot body utility model when (3) connecting, install up and down, simultaneously of the present utility model pair of P outward appearance met water microdilatancy rubber bar three limits and compress, top line is if any trickle horizontal problem, with rubber hammer hammering leveling; (4) pea gravel concreten looks for the mechanical perforate in slope and back to place drainage pipe.

Claims (3)

1, a kind of assembly type cable slot body of transformer station is characterized in that waterproof armored concrete ditch body that it is mainly taken the shape of the letter U by a section cross section joins successively to form.
2, the assembly type cable slot body of transformer station according to claim 1, it is characterized in that described ditch body rear and front end be respectively arranged with can before and after the flange sections and the recessed access slot that join, and constitute front and back overlap joint tongue and groove, between the ditch body that front and back join the rubber bar is installed.
3, the assembly type cable slot body of transformer station according to claim 2 is characterized in that the plain cushion sheet of described rubber sliver transvers section for being linked to each other by two circles, and it is placed on the peripheral wall surfaces of flange sections, is sandwiched between flange sections and the recessed access slot.
CNU2008201694382U 2008-12-11 2008-12-11 Fabricated cable trench body of transformer substation Expired - Lifetime CN201345526Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201694382U CN201345526Y (en) 2008-12-11 2008-12-11 Fabricated cable trench body of transformer substation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201694382U CN201345526Y (en) 2008-12-11 2008-12-11 Fabricated cable trench body of transformer substation

Publications (1)

Publication Number Publication Date
CN201345526Y true CN201345526Y (en) 2009-11-11

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ID=41277109

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201694382U Expired - Lifetime CN201345526Y (en) 2008-12-11 2008-12-11 Fabricated cable trench body of transformer substation

Country Status (1)

Country Link
CN (1) CN201345526Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104947782A (en) * 2015-06-05 2015-09-30 成都迅德科技有限公司 Assembled type trench

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104947782A (en) * 2015-06-05 2015-09-30 成都迅德科技有限公司 Assembled type trench
CN104947782B (en) * 2015-06-05 2017-02-08 郑州立创建材有限公司 Assembled type trench

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C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20091111

Effective date of abandoning: 20081211