CN208251049U - A kind of fishing light complementation photovoltaic plant is waterborne to be built with steel bracket basic platform - Google Patents

A kind of fishing light complementation photovoltaic plant is waterborne to be built with steel bracket basic platform Download PDF

Info

Publication number
CN208251049U
CN208251049U CN201820795776.0U CN201820795776U CN208251049U CN 208251049 U CN208251049 U CN 208251049U CN 201820795776 U CN201820795776 U CN 201820795776U CN 208251049 U CN208251049 U CN 208251049U
Authority
CN
China
Prior art keywords
steel
girder steel
several
waterborne
photovoltaic plant
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
CN201820795776.0U
Other languages
Chinese (zh)
Inventor
吴南星
缪飞
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.)
Nanjing Hmtek Electric Technology Co Ltd
Original Assignee
Nanjing Hmtek Electric Technology 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 Nanjing Hmtek Electric Technology Co Ltd filed Critical Nanjing Hmtek Electric Technology Co Ltd
Priority to CN201820795776.0U priority Critical patent/CN208251049U/en
Application granted granted Critical
Publication of CN208251049U publication Critical patent/CN208251049U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

It builds with steel bracket basic platform, including several prefabricated concrete pipe piles and supporting bable tops the utility model discloses a kind of fishing light complementation photovoltaic plant is waterborne;The supporting bable tops are cross-linked into plane steel net structure by several steel bracket beams;The prefabricated concrete pipe pile is fixedly arranged at several installation points in pool;The supporting bable tops are horizontally located in the top of several prefabricated concrete pipe piles.The prefabricated concrete pipe pile carries out pile foundation construction in fixed position by the way of marine piling, and realizing staff can finished item is constructed in the case where fish pond does not discharge water purpose;Supporting bable tops are cross-linked into plane steel net structure by several steel bracket beams, are not necessarily to curing period, the efficiency that can be significantly reduced the construction period, improve work.

Description

A kind of fishing light complementation photovoltaic plant is waterborne to be built with steel bracket basic platform
Technical field
The utility model relates to fishing light complementation technical field of photovoltaic power generation, and in particular to a kind of fishing light complementation photovoltaic plant water On build with steel bracket basic platform.
Background technique
In recent years, with the increase of photovoltaic plant installed capacity, on fish pond, beach and other places, construction has played a large amount of photovoltaic electric It stands.Such photovoltaic plant generallys use piling formula mode of construction, to realize power generation waterborne, under water the fishing light complement mode breeded fish. The Specific construction mode in power station are as follows: (1) precast concrete piling is carried out after draining water;(2) in being installed on precast concrete pile Photovoltaic power generation equipment, electrical equipment;(3) fish pond, which discharges water, after being completed carries out fishery cultivating.
It is grid-connected in order to meet during its construction since photovoltaic industry is a special new energy industry The requirement of timing node, generally requires that the construction period of photovoltaic plant is short, speed is fast.Therefore, the equipment ordering of power plant construction, The links such as design, buying, infrastructure, equipment installation, debugging, which are usually in, robs work state.
The equipment such as existing case change, inversion, case integrated machine for reverse conversion are generally also to be installed on precast concrete pile.In fish pond Interior precast concrete pile generally comprises following steps: (1) driving piles after fish pond discharges water;(2) ground dry to a certain extent into Row formwork, reinforcing bar binding;Meanwhile it building road and carrying out concreting toward fixed location so that quotient mixes Chinese herbaceous peony;(3) coagulation is poured Native stake, wherein concrete-pile curing period is generally 7 days etc..
With increasing for precast concrete pile, it is also easy to produce following problems: (1) extending construction period;(2) meeting simply In the case that grid-connected timing node requires, construction quality is difficult to ensure;(3) after photovoltaic plant life cycle, concrete The problem of basis is not easy to handle, easily causes pollution environment.
In conclusion in the construction of fishing light complementation photovoltaic plant, it is badly in need of that a kind of construction period is short and precast concrete pile Less builds platform, to solve the problems, such as being to meet the requirement of grid-connected timing node and easily cause construction quality poor.
Utility model content
It builds with steel bracket basic platform the purpose of this utility model is to provide a kind of fishing light complementation photovoltaic plant is waterborne, In construction to solve the existing fishing light complementation photovoltaic plant referred in above-mentioned background technique, to meet wanting for grid-connected timing node Seek and easily cause the problem of construction quality difference.
To achieve the above object, the utility model provides the following technical solutions: a kind of fishing light complementation photovoltaic plant is waterborne to be taken It builds with steel bracket basic platform, including several prefabricated concrete pipe piles and supporting bable tops;The supporting bable tops are by several steel brackets Beam is cross-linked into plane steel net structure;The prefabricated concrete pipe pile is fixedly arranged at several installation points in pool;The branch Support table-surface level is fixedly arranged on the top of several prefabricated concrete pipe piles.
Further, the steel bracket beam includes several lateral girder steels and several longitudinal girder steels;The longitudinal direction girder steel is fixed In the top of longitudinal rows of several prefabricated concrete pipe piles;The both ends of the transverse direction girder steel are laterally fixedly arranged on laterally adjacent pre- Concrete tubular pile top processed, and the two ends of the lateral girder steel and adjacent longitudinal girder steel are connected.
Further, the lateral girder steel and longitudinal girder steel are all made of I-steel production.
Further, the junction of the lateral girder steel and longitudinal girder steel is corresponded to, is provided on the longitudinal direction girder steel several The first connecting plate being connected with web;The end card insertion of the transverse direction girder steel in longitudinal girder steel, and with first connecting plate It is connected.
Further, the steel bracket beam further includes several cantilever girder steels;One end of the cantilever girder steel is fixedly arranged on prefabricated The top of concrete tubular pile, and be connected with longitudinal girder steel;The other end of the cantilever girder steel is at hanging shape.
Further, the steel bracket beam further includes girder steel several times, and the secondary girder steel is lateral, and/or, it is longitudinally connected in The free end of the cantilever girder steel.
It further, further include insulating resin lattice coral, the insulating resin lattice coral is layed on the supporting bable tops.
It further, further include the guardrail for being removably mounted to the supporting bable tops outer rim.
It further, further include O&M ladder, the bottom end of the O&M ladder is fixedly arranged on prefabricated concrete pipe pile, described The top of O&M ladder is fixed on the arrival end of the supporting bable tops.
Compared with prior art, the utility model has the beneficial effects that
(1) prefabricated concrete pipe pile carries out pile foundation construction in fixed position by the way of marine piling, realizes Staff can finished item is constructed in the case where fish pond does not discharge water purpose;Supporting bable tops are interlocked by several steel bracket beams Plane steel net structure is connected into, curing period is not necessarily to, the efficiency that the construction period can be significantly reduced, improve work;
(2) supporting bable tops are cross-linked into plane steel net structure by several steel bracket beams, and rolled steel dosage less can saving construction cost Cost, when construction, only need to splice steel bracket, without formwork, further reduce recruitment, construction cost;
(3) since steel bracket beam is that factory is process according to drawing, during processing, there is perfect erector Skill, thus the total quality of supporting bable tops can be guaranteed;To which the construction quality of entire project can also be guaranteed;
(4) the utility model is applied in fishing light complementation photovoltaic plant, under the premise of guaranteeing that photovoltaic plant is effectively run, Comprehensively considered backlog time, purchase cost, the construction period and later period O&M maintenance simple and easy to do operability, it can be achieved that Save the purpose of cost, the construction speed for accelerating power station;
(5) the utility model improves O&M efficiency, improves the economic benefit in power station, and make to reduce environmental pollution Contribution.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the attachment structure schematic diagram of O&M ladder;
Fig. 3 is the top view of supporting bable tops;
Fig. 4 is the mounting structure schematic diagram of longitudinal girder steel and prefabricated concrete pipe pile;
Fig. 5 is the structural schematic diagram that longitudinal girder steel two sides connect lateral girder steel;
Fig. 6 is the structural schematic diagram that time girder steel is connected with cantilever girder steel;
Fig. 7 is the structural schematic diagram that longitudinal girder steel is connected with time girder steel;
In figure: 1- prefabricated concrete pipe pile, 2- supporting bable tops, 3- guardrail, 4- O&M ladder, the longitudinal direction 5- girder steel, 6- cantilever Girder steel, 7- girder steel, 8- transverse direction girder steel, 9- stake top built-in fitting, the first connecting plate of 10-, the second connecting plate of 11-, the connection of 12- third Plate.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe.Obviously, described embodiment is only a part of the embodiment of the utility model, rather than all Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise Under every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1: please referring to Fig. 1-Fig. 6, and the utility model provides a kind of technical solution: a kind of fishing light complementation photovoltaic plant It is waterborne to build with steel bracket basic platform, including several prefabricated concrete pipe piles 1 and supporting bable tops 2;It is signified according to design drawing The fixation position shown, the prefabricated concrete pipe pile 1 carry out pile foundation construction in fixed position by the way of marine piling, compared with Commonly, the prefabricated concrete pipe pile 1 is beaten on fixed position with piling machine;In addition, for the ease of supporting bable tops 2 are fixed In the top of prefabricated concrete pipe pile 1, in the pre-buried one piece of stake top built-in fitting 9 in the top of prefabricated concrete pipe pile 1, the stake top is pre- Steel plate production can be used in embedded part 9;
The supporting bable tops 2 are cross-linked into plane steel net structure by several steel bracket beams;The steel bracket beam uses work Word steel is built, including several lateral girder steels 8 and several longitudinal girder steels 5;If the longitudinal direction girder steel 5 is fixedly arranged on longitudinal rows of intervention The top of concrete tubular pile 1 processed;The both ends of the transverse direction girder steel 8 are laterally fixedly arranged on laterally adjacent prefabricated concrete pipe pile 1 Top, and the two ends of the lateral girder steel 8 and adjacent longitudinal girder steel 5 are connected;
It is right in order to realize the tightness of connection when the lateral girder steel 8 and longitudinal girder steel 5 are all made of I-steel production The junction of the lateral girder steel 8 and longitudinal girder steel 5 is answered, is provided with several first to be connected with web on the longitudinal direction girder steel 5 Connecting plate 10;Card insertion is in longitudinal girder steel 5 after the end of the transverse direction girder steel 8 cuts off the wing plate on both sides up and down, and with described the One connecting plate 10 is connected, and the end of the transverse direction girder steel 8 is solderable to be connected on first connecting plate 10, can also be used and is bolted Mode be attached;In order to further reinforce the stability of connection, in the upper of lateral girder steel 8 and longitudinal direction girder steel 5 junction One piece of second connecting plate 11 of connection is respectively welded in the interior and exterior of lower wing plate, as shown in Figure 5;
In order to expand the bearing area of supporting bable tops 2, the steel bracket beam further includes several cantilever girder steels 6;The cantilever One end of girder steel 6 is fixedly arranged on the top of prefabricated concrete pipe pile 1, and is connected with longitudinal girder steel 5;The cantilever girder steel 6 The other end is at hanging shape;In order to improve the stability of strutting system of supporting bable tops 2, the steel bracket beam further includes girder steel 7 several times, institute The cantilever end for stating 2 outer rim cantilever girder steel 6 of supporting bable tops is connected on time girder steel 7;Wherein, when secondary girder steel 7 is made of C-type steel When, the connection type of the secondary girder steel 7 and cantilever girder steel 6 can be as shown in fig. 6, both: cutting off the upper bottom wing of time 7 cantilever end of girder steel After plate, by secondary 7 cantilever end card insertion of girder steel in C-type steel, and welds and be connected;
2 upper surface of the supporting bable tops installation cable testing bridge, cable stationary barrier, case change, inversion, case integrated machine for reverse conversion etc. Equipment.
In order to improve the safety of the walking of supporting bable tops 2, one layer of insulating resin lattice coral of laying on the supporting bable tops 2, and 2 outer rim of supporting bable tops is detachably equipped with one and encircles for protection column 3.
It is described in the also fixed O&M ladder 4 of the arrival end of the supporting bable tops 2 for the ease of climbing up supporting bable tops 2 The bottom end of O&M ladder 4 is fixedly arranged on prefabricated concrete pipe pile 1.
In addition, also solderable girder steel 7 several times between the longitudinal direction girder steel 5, to improve the distribution of 2 inside girder steel of supporting bable tops Tightness, as shown in fig. 7, in the junction of secondary girder steel 7 and longitudinal girder steel 5, welding one piece the on the web of the longitudinal direction girder steel 5 Three connecting plates 12, after the wing plate for cutting off time 7 end of girder steel, secondary 7 card insertion of girder steel enters in longitudinal girder steel 5, and is connected to third On connecting plate 12.
Steel plate production can be used in first connecting plate 10, the second connecting plate 11, third connecting plate 12.
Form of construction work:
(1) according to fixation position indicated by design drawing, the piling machine of prefabricated concrete pipe pile 1 is beaten in fixed position Upper (wherein, the fixed stake top built-in fitting 9 in the top of prefabricated concrete pipe pile 1);
(2) supporting bable tops 2 to be installed are transported to construction site by ship, the bottom surface wing plate of longitudinal girder steel 5 passes through spiral shell The mode connect is tethered to be horizontally mounted on the pile crown for being fixed on prefabricated concrete pipe pile 1 (wherein: longitudinal girder steel in supporting bable tops 2 5, lateral girder steel 8, cantilever girder steel 6, the mode for being bolted or welding can be used between secondary girder steel 7 be fixed to each other, bridge);
(3) bottom end of O&M ladder 4 is fixedly arranged on prefabricated concrete pipe pile 1, the top of O&M ladder 4 is fixed on described The arrival end of supporting bable tops 2;
(4) insulating resin lattice coral is layed on supporting bable tops 2 to (insulating resin lattice coral has that light-weight, intensity is high, corrosion resistant The advantages that erosion, fire-retardant, firm anti-skidding, non magnetic insulation);
(5) equipment such as cable testing bridge, cable stationary barrier, case change, inversion, case integrated machine for reverse conversion are installed on supporting bable tops On 2;
(6) one is detachably installed in the outer rim of supporting bable tops 2 to encircle for protection column 3;It is set in case change, inversion, case integrated machine for reverse conversion etc. One is detachably installed around standby to encircle for protection column 3, prevents falling accident, improves safety factor;
(7) equipment main grounding grid is connected on supporting bable tops 2 (wherein: grounding flat steel and supporting bable tops 2 using grounding flat steel Connection type can be used be bolted or weld).
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is understood that can these embodiments be carried out with a variety of variations, repaired in the case where not departing from the principles of the present invention and spirit Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.

Claims (9)

  1. It builds 1. a kind of fishing light complementation photovoltaic plant is waterborne with steel bracket basic platform, it is characterised in that: including several prefabricated mixed Solidifying soil tubular pole (1) and supporting bable tops (2);The supporting bable tops (2) are cross-linked into plane steel net structure by several steel bracket beams; The prefabricated concrete pipe pile (1) is fixedly arranged at several installation points in pool;The supporting bable tops (2) are horizontally located in several The top of prefabricated concrete pipe pile (1).
  2. It builds 2. fishing light complementation photovoltaic plant according to claim 1 is waterborne with steel bracket basic platform, it is characterised in that: The steel bracket beam includes several lateral girder steels (8) and several longitudinal girder steels (5);The longitudinal direction girder steel (5) be fixedly arranged on it is longitudinal at The top of several prefabricated concrete pipe piles (1) of row;The both ends of the transverse direction girder steel (8) are laterally fixedly arranged on laterally adjacent prefabricated Concrete tubular pile (1) top, and the two ends of the lateral girder steel (8) and adjacent longitudinal girder steel (5) are connected.
  3. It builds 3. fishing light complementation photovoltaic plant according to claim 2 is waterborne with steel bracket basic platform, it is characterised in that: The transverse direction girder steel (8) and longitudinal girder steel (5) are all made of I-steel production.
  4. It builds 4. fishing light complementation photovoltaic plant according to claim 3 is waterborne with steel bracket basic platform, it is characterised in that: The junction of the lateral girder steel (8) and longitudinal girder steel (5) is corresponded to, it is solid to be provided with several and web on the longitudinal direction girder steel (5) The first connecting plate (10) even;The end card insertion of the transverse direction girder steel (8) is connect in longitudinal girder steel (5) with described first Plate (10) is connected.
  5. It builds 5. fishing light complementation photovoltaic plant according to claim 4 is waterborne with steel bracket basic platform, it is characterised in that: The steel bracket beam further includes several cantilever girder steels (6);One end of the cantilever girder steel (6) is fixedly arranged on prefabricated concrete pipe pile (1) top, and be connected with longitudinal girder steel (5);The other end of the cantilever girder steel (6) is at hanging shape.
  6. It builds 6. fishing light complementation photovoltaic plant according to claim 5 is waterborne with steel bracket basic platform, it is characterised in that: The steel bracket beam further includes girder steel (7) several times, the secondary girder steel (7) laterally, and/or, it is longitudinally connected in the Steel Cantilever The free end of beam (6).
  7. It builds 7. fishing light complementation photovoltaic plant according to claim 1 is waterborne with steel bracket basic platform, it is characterised in that: It further include insulating resin lattice coral, the insulating resin lattice coral is layed on the supporting bable tops (2).
  8. It builds 8. fishing light complementation photovoltaic plant according to claim 1 is waterborne with steel bracket basic platform, it is characterised in that: It further include the guardrail (3) for being removably mounted to the supporting bable tops (2) outer rim.
  9. It builds 9. fishing light complementation photovoltaic plant according to claim 1 is waterborne with steel bracket basic platform, it is characterised in that: It further include O&M ladder (4), the bottom end of the O&M ladder (4) is fixedly arranged on prefabricated concrete pipe pile (1), the O&M ladder (4) top is fixed on the arrival end of the supporting bable tops (2).
CN201820795776.0U 2018-05-28 2018-05-28 A kind of fishing light complementation photovoltaic plant is waterborne to be built with steel bracket basic platform Active CN208251049U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820795776.0U CN208251049U (en) 2018-05-28 2018-05-28 A kind of fishing light complementation photovoltaic plant is waterborne to be built with steel bracket basic platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820795776.0U CN208251049U (en) 2018-05-28 2018-05-28 A kind of fishing light complementation photovoltaic plant is waterborne to be built with steel bracket basic platform

Publications (1)

Publication Number Publication Date
CN208251049U true CN208251049U (en) 2018-12-18

Family

ID=64652384

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820795776.0U Active CN208251049U (en) 2018-05-28 2018-05-28 A kind of fishing light complementation photovoltaic plant is waterborne to be built with steel bracket basic platform

Country Status (1)

Country Link
CN (1) CN208251049U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113437925A (en) * 2021-06-22 2021-09-24 中核坤华能源发展有限公司 Photovoltaic power plant on water is with contravariant all-in-one equipment platform that steps up

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113437925A (en) * 2021-06-22 2021-09-24 中核坤华能源发展有限公司 Photovoltaic power plant on water is with contravariant all-in-one equipment platform that steps up

Similar Documents

Publication Publication Date Title
CN108708267A (en) Long span assembled Bailey beam bridge and its erection method
CN107419824A (en) The full precast shear wall structural system of regenerative steel skeleton and construction method
CN208251049U (en) A kind of fishing light complementation photovoltaic plant is waterborne to be built with steel bracket basic platform
CN104652288A (en) Construction system of cast-in-situ large-tonnage box girder for soft soil foundation and construction method
CN108342993B (en) Underwater bearing platform suspension supporting platform and construction method thereof
CN207017483U (en) The full precast shear wall structural system of regenerative steel skeleton
CN104164882B (en) Side slope builds construction method and the structure on supporting and protection structure beam basis
CN203846505U (en) Supporting structure used for long edges of strip-shaped and rectangular foundation pit
CN217710803U (en) Anti-floating reinforcing comprehensive treatment system for underground garage foundation
CN210482242U (en) Cylindrical tail water surge chamber impedance plate concrete pouring combined supporting system
CN112360216A (en) Concrete storage bin top plate construction method
CN106120690A (en) A kind of inverter box flattens platform and preparation method thereof
CN205934891U (en) Dc -to -ac converter case flattens platform
CN109519009A (en) The top-down construction method of the above structure in the ground of large-scale pump house
CN218779526U (en) Fixing device for wind power plant distributed energy storage system
CN211547787U (en) Pipeline connection construction platform
CN215052146U (en) Walking type operation platform adopting continuous box girder flange plates
CN216251633U (en) 220kV transformer substation disconnecting link foundation
CN220953516U (en) Steel rib ribbed beam type regular polygon fan extension foundation
CN217557849U (en) 220kV framework base
CN114150613B (en) Temporary drainage construction process for construction of crossing pool body of river channel with large pipe diameter
CN216948143U (en) Conical pipe type trash rack for opening of rock plug blasting construction under water surface
CN220414305U (en) Main transformer foundation of water booster station and water booster station
CN215801829U (en) Basement side wall anti-seepage system based on fixed stagnant water steel sheet
CN217053447U (en) Beam-slab type four-column combined foundation for power transmission line

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant