CN204928659U - Construction is at fly ash field photovoltaic power plant on ground - Google Patents

Construction is at fly ash field photovoltaic power plant on ground Download PDF

Info

Publication number
CN204928659U
CN204928659U CN201520395234.0U CN201520395234U CN204928659U CN 204928659 U CN204928659 U CN 204928659U CN 201520395234 U CN201520395234 U CN 201520395234U CN 204928659 U CN204928659 U CN 204928659U
Authority
CN
China
Prior art keywords
ground
basis
photovoltaic group
box
group string
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201520395234.0U
Other languages
Chinese (zh)
Inventor
李炅
周平
王丽筠
申红霞
孙春林
李学军
彭亚军
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.)
Shanghai Energy Technology Development Co.,Ltd.
Original Assignee
Cpi Power Engineering Co Ltd
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 Cpi Power Engineering Co Ltd filed Critical Cpi Power Engineering Co Ltd
Priority to CN201520395234.0U priority Critical patent/CN204928659U/en
Application granted granted Critical
Publication of CN204928659U publication Critical patent/CN204928659U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Landscapes

  • Photovoltaic Devices (AREA)

Abstract

The utility model provides a construction is at fly ash field photovoltaic power plant on ground, include photovoltaic group cluster, box -type substation and dc -to -ac converter, its characterized in that, photovoltaic group cluster locate the secondary joist on, on the main joist is located to the secondary joist, on the stand is located to the main joist, on photovoltaic group cluster basis is located to the stand, box -type substation and dc -to -ac converter locate box -type substation basis and dc -to -ac converter basis respectively on, wherein, photovoltaic group cluster basis, box -type substation is basic and the dc -to -ac converter is basic locates in the fly ash place. The utility model discloses a construction is at fly ash field photovoltaic power plant on ground's main structure directly builds in undressed fly ash field ground, and the use of developing fly ash has improved economic benefits.

Description

Be built in flyash field photovoltaic plant on the ground
Technical field
The utility model relates to a kind of photovoltaic plant being built in flyash field ground, can effectively utilize idle pulverized coal ash place to build place as photovoltaic, significantly the spending of reduction construction land.
Background technology
Pulverized coal ash receives to catch the thin ash got off from the flue gas after coal combustion, and component difference is larger.The pulverized coal ash collected is delivered to pipeline again with high pressure water flushing row by power plant, and this wet row's technique defines ash lagoon.In engineering, pulverized coal ash as material fill characteristic and compacting checking and appraising comes into one's own.
The ash quantity that power plants is discharged every year has reached more than one hundred million ton, in every industrial residue discharge capacity occupy the 4th, be wherein utilized less than 1/5th.China's ash storage yard of power plant floor space about 120,000 mu, occupies second in various waste material floor space.Along with the increase of installed capacity, the expansion utilization of fire coal low in calories and the raising of ash disposal efficiency, the pulverized coal ash discharged from now on will increase substantially.At present, some breaks rules and regulations to enter rivers,lakes and seas, due to the needs of environmental protection, must seasoning get up in the recent period, and therefore total seasoning amount increases more.So a large amount of pulverized coal ash seasonings to be got up, not only busy at putting up installations, and still likely contaminated environment, once accident also can affect the normal life of neighbouring resident.Therefore, the purposes of developing pulverized coal ash, and the seasoning problem properly settling pulverized coal ash has become outstanding socioeconomic problem all.
Why pulverized coal ash place is difficult to by engineering construction is utilized, mainly because pulverized coal ash has the engineering mechanics property being different from general soil.Fly ash grain composition is similar to flour sand, has high, the high liquid limit of void ratio, feature that natural density is low, has cohesive strength time unsaturated; After pulverized coal ash immersion, its intensity significantly reduces; In addition, pulverized coal ash easily causes environmental pollution, and soil layer has corrosivity, also makes the utilization in pulverized coal ash place comparatively difficult.
Current Domestic builds photovoltaic generation project in a large number, and photovoltaic project floor space is general very large, not high to the utilization ratio in place, discarded grey field is used as photovoltaic generation place, can reduces expropriation of land, increase economic efficiency.In addition, because the deadweight of solar components support is comparatively light, in arranged in arrays, all less to the requirement of place bearing capacity, perhaps just in time compensate for the shortcoming of pulverized coal ash place engineering properties difference.
Summary of the invention
The purpose of this utility model is to provide a kind of photovoltaic plant being built in flyash field ground.
In order to achieve the above object, the utility model provides a kind of photovoltaic plant being built in flyash field ground, comprise photovoltaic group string, box-type substation and inverter, it is characterized in that, described photovoltaic group string is located on secondary joist, secondary joist is located on main joist, main joist is located on column, column is located on photovoltaic group string basis, described box-type substation and inverter are located on box type transformer substation base and inverter basis respectively, wherein, described photovoltaic group string basis, box type transformer substation base and inverter basis are located in pulverized coal ash place.
Preferably, described photovoltaic group string basis is bar shaped.
More preferably, the buried depth d on described photovoltaic group string basis is 0.5m-0.6m.
Preferably, the connection between described photovoltaic group string and secondary joist is that point connects.
More preferably, described point connects employing spring and cushions.
Compared with prior art, the beneficial effects of the utility model are:
The key construction being built in flyash field photovoltaic plant on the ground of the present utility model is built directly in undressed flyash field on the ground, open up the purposes in pulverized coal ash place, and save and build expropriation of land needed for photovoltaic plant or leased land expense, improve economic benefit.
Accompanying drawing explanation
Fig. 1 is photovoltaic group string and basic front elevation view thereof;
Fig. 2 is photovoltaic group string and side of the base plate figure thereof;
Fig. 3 is box type transformer substation base plane graph;
Fig. 4 is box type transformer substation base profile;
Fig. 5 is inverter foundation plan;
Fig. 6 is inverter basis profile.
Embodiment
Below in conjunction with specific embodiment, set forth the utility model further.Should be understood that these embodiments are only not used in restriction scope of the present utility model for illustration of the utility model.In addition should be understood that those skilled in the art can make various changes or modifications the utility model, and these equivalent form of values fall within the application's appended claims limited range equally after the content of having read the utility model instruction.
Embodiment
A kind of photovoltaic plant being built in flyash field ground, comprise photovoltaic group string 4, box-type substation and inverter, as depicted in figs. 1 and 2, described photovoltaic group string 4 is located on secondary joist 7, secondary joist 7 is located on main joist 6, main joist 6 is located on column 5, column 5 is located on photovoltaic group string basis 1, described box-type substation and inverter are located on box type transformer substation base 2 as shown in Figure 3 and Figure 4 and inverter basis 3 as shown in Figure 5 and Figure 6 respectively, wherein, described photovoltaic group string basis 1, box type transformer substation base 2 and inverter basis 3 are located in pulverized coal ash place.Described photovoltaic group string basis 1 is bar shaped.The buried depth d on described photovoltaic group string basis 1 is 5m.Connection between described photovoltaic group string 4 and secondary joist 7 is that point connects.Described point connects employing spring and cushions.
The buried depth on described photovoltaic group string basis 1 is more shallow, the better soil layer in Flyash Layer top layer can be made full use of (during construction, top layer need through precipitation, be exposed to the sun, natural consolidation) bearing capacity is higher, quantities is little, differential settlement is less, connection between photovoltaic group string 4 and secondary joist 7 adopts spring to cushion, and differential settlement is little for the adverse effect of support and photovoltaic panel.
The method of construction of above-mentioned photovoltaic plant is:
(1) basic Anti-corrosion design
According to geologic information erosion analysis, pulverized coal ash place underground water is to the reinforcing bar tool corrosivity in concrete and reinforced concrete structure.Suitably should improve strength grade of concrete, strengthen thickness of concrete cover, and increase basic anticorrosion way according to corrosivity degree.
(2) case becomes and inverter basic engineering
According to engineering geological condition, box type transformer substation base 2 and inverter basis 3 are reinforced concrete girder slab basis, advantage is that buried depth d1 is more shallow, for 1m, can make full use of the better layer in top layer, quantities is little, low to ground requirement for bearing capacity, and in the region that level of ground water is high, waffle-slab raft can avoid the ponding problem in box foundation, ground around can be excavated during maintenance and overhaul.
(3) photovoltaic apparatus foundation construction
Photovoltaic apparatus is arranged as multiple rectangle battle array.Construction should block construction by stages.Whole matrix is divided into multiple construction area.Progressively construct by working procedure.First carry out levelling of the land and adopt the construction of 132kW bull-dozer, the compacting of 10t vibrating roller, labor cleaning corner.Carry out photovoltaic group string basis 1, box type transformer substation base 2 and inverter basis 3 construction again.
The construction of photovoltaic group string base concrete is identical with box type transformer substation base and inverter foundation construction.First by manually carrying out foundation excavation and cyclopean concrete construction, then building C15 concrete cushion on request, assembling reinforcement, fixed mould, then building C30 (hanging list mountain)/C35 (Thunder God ridge) base concrete.Concrete chute is put in storage, and poker vibrator vibrates.Concreting carried out backfilling of earthwork after 7 days.Backfill compaction in layers, and anticipated settlement.Surface watering maintenance 28 days must be carried out after concreting.The installation of photovoltaic group string 4, box-type substation and inverter can be carried out after concrete reaches design strength.
The final settlement satisfied " photo-voltaic power generation station design specification " (GB50797-2012) of described photovoltaic plant and " Code for design of building " (GB50007-2011) are to the requirement of foundation deformation.

Claims (4)

1. one kind is built in flyash field photovoltaic plant on the ground, comprise photovoltaic group string (4), box-type substation and inverter, it is characterized in that, described photovoltaic group string (4) is located on secondary joist (7), secondary joist (7) is located on main joist (6), main joist (6) is located on column (5), column (5) is located on photovoltaic group string basis (1), described box-type substation and inverter are located on box type transformer substation base (2) and inverter basis (3) respectively, wherein, described photovoltaic group string basis (1), box type transformer substation base (2) and inverter basis (3) are located in pulverized coal ash place.
2. be built in flyash field photovoltaic plant on the ground as claimed in claim 1, it is characterized in that, described photovoltaic group string basis (1) is bar shaped.
3. be built in flyash field photovoltaic plant on the ground as claimed in claim 1, it is characterized in that, the connection between described photovoltaic group string (4) and secondary joist (7) is that point connects.
4. be built in flyash field photovoltaic plant on the ground as claimed in claim 3, it is characterized in that, described point connects employing spring and cushions.
CN201520395234.0U 2015-06-09 2015-06-09 Construction is at fly ash field photovoltaic power plant on ground Active CN204928659U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520395234.0U CN204928659U (en) 2015-06-09 2015-06-09 Construction is at fly ash field photovoltaic power plant on ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520395234.0U CN204928659U (en) 2015-06-09 2015-06-09 Construction is at fly ash field photovoltaic power plant on ground

Publications (1)

Publication Number Publication Date
CN204928659U true CN204928659U (en) 2015-12-30

Family

ID=54977755

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520395234.0U Active CN204928659U (en) 2015-06-09 2015-06-09 Construction is at fly ash field photovoltaic power plant on ground

Country Status (1)

Country Link
CN (1) CN204928659U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104967392A (en) * 2015-06-09 2015-10-07 中电投电力工程有限公司 Photovoltaic power station built on fly ash field

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104967392A (en) * 2015-06-09 2015-10-07 中电投电力工程有限公司 Photovoltaic power station built on fly ash field

Similar Documents

Publication Publication Date Title
US10301223B2 (en) Beneficial use structures
DE102019118725A1 (en) Method for the construction of a pumped storage power plant in a depression in the ground, in particular in an open pit
DE102019118726B4 (en) Method for the provisional use of an at least partially constructed lower reservoir for an underwater pumped storage power plant
US10823331B1 (en) Big mass battery including manufactured pressure vessel for energy storage
CN105735354A (en) Covered-excavation full-top-down construction method of municipal underground engineering
CN110644427B (en) Ecological protection structure of river bank slope under unfavorable geological conditions and dredging method
CN104967392A (en) Photovoltaic power station built on fly ash field
CN204928659U (en) Construction is at fly ash field photovoltaic power plant on ground
CN210684945U (en) Rainwater collecting pool
CN102322068B (en) Pressure reduction dewatering auxiliary trenching construction process
CN101144267B (en) Reinforced concrete flood-proof wall system for transformer substation
CN210899012U (en) Be applied to photovoltaic power generation structure of breakwater
CN207047897U (en) A kind of basement goes out the constructing device of wall yard piping anti-settling
CN205445024U (en) Integrated main plant layout structure for domestic garbage incineration power generation
CN202899090U (en) Circular-arc-shaped concrete core wall earth and rockfill dam
CN208563267U (en) A kind of earth and rockfill dam pressure slope body discharge structure
CN205259207U (en) Foundation structure of box transformer
CN206014892U (en) A kind of large-sized biogas system
CN100507155C (en) Portable assembling type steel structure temporary water dash device
CN102359100B (en) Marsh gas treatment technology for large garbage landfill with complex geology
CN218779499U (en) Multistage supporting construction of steel sheet pile
CN209652937U (en) A kind of foundation pit supporting construction of pipe drainage engineering
CN114837211A (en) Construction method of fly ash storage yard photovoltaic power generation foundation
Ludwig et al. Environmental impact assessment for Xiaolangdi Yellow River multi-purpose economic-cumenvironmental improvement project
Shim et al. A RESEARCH PROJECT SUBMITTED IN PARTIAL FULFILMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: 200233 No. 7, Lane 888, Tianlin Road, Minhang District, Shanghai

Patentee after: Shanghai Energy Technology Development Co.,Ltd.

Address before: 200233 No. 7, Lane 888, Tianlin Road, Minhang District, Shanghai

Patentee before: CPI ELECTRIC POWER ENGINEERING CO.,LTD.

CP01 Change in the name or title of a patent holder