CN105735730A - Solar composite material bracket system and manufacturing method thereof - Google Patents

Solar composite material bracket system and manufacturing method thereof Download PDF

Info

Publication number
CN105735730A
CN105735730A CN201610230982.2A CN201610230982A CN105735730A CN 105735730 A CN105735730 A CN 105735730A CN 201610230982 A CN201610230982 A CN 201610230982A CN 105735730 A CN105735730 A CN 105735730A
Authority
CN
China
Prior art keywords
composite
composite material
reinforced concrete
crossbeam
bracket system
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.)
Pending
Application number
CN201610230982.2A
Other languages
Chinese (zh)
Inventor
刘伟庆
戚友俊
王璐
方海
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 Tech University
Original Assignee
Nanjing Tech University
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 Tech University filed Critical Nanjing Tech University
Priority to CN201610230982.2A priority Critical patent/CN105735730A/en
Publication of CN105735730A publication Critical patent/CN105735730A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The invention discloses a solar composite material bracket system and a manufacturing method thereof. The solar composite material bracket system comprises composite material transverse beams, composite material longitudinal beams, composite material short posts, a plurality of reinforced concrete upright posts, composite material supports and hoops; the reinforced concrete upright posts are arranged in a bracket array; each composite material short post is arranged at the top end of the corresponding reinforced concrete upright post through expansion bolts; the upper end of each composite material short post is connected with the corresponding composite material transverse beam through bolts; in order to improve the stability of each truss, the composite material transverse beams are connected with the composite material longitudinal beams in the longitudinal direction of the array; a steel piece hoop is arranged on each reinforced concrete upright post in a sleeving manner; the lower end of each composite material support is connected with the corresponding hoop; the upper end of each composite material support is connected with the corresponding composite material transverse beam. According to the solar composite material bracket system and the manufacturing method thereof, a galvanized steel bracket system is replaced with a composite material solar bracket, so that the service life capacity can be improved, the weight can also be lightened, and the solar composite material bracket system is corrosion resistant and is suitable for future development trend.

Description

A kind of solar energy composite material bracket system and preparation method thereof
Technical field
The present invention relates to a kind of solar facilities mounting system, be specifically related to a kind of new composite solar bracket system and preparation method thereof.
Background technology
Current solar bracket system generally adopts zinc-plated carbon steel support, but zinc-plated carbon steel support desert, seabeach, river embankment, salt-soda soil geological environment in resistance to acids and bases poor, perishable and high cost.So market being badly in need of a kind of substitute products solve existing issue.
Summary of the invention
It is an object of the invention to the shortcoming and its weight shortcoming big, that often safeguard that overcome zinc-plated carbon steel support not corrosion resistant, life-span short, proposing a kind of solar energy composite material bracket system and preparation method thereof, this support is easy to construction, long service life, easy care, can meet growing construction demand.
The technical solution used in the present invention is: a kind of solar energy composite material bracket system, including composite crossbeam, composite longeron, composite short column and Duo Gen reinforced concrete upright column;
Described many reinforced concrete upright columns are arranged in support array, the top of every reinforced concrete upright column is provided with composite short column by expansion bolt, the upper end of composite short column is connected with composite crossbeam by bolt, and composite crossbeam is longitudinally connected with composite longeron along array;
Described composite crossbeam, composite longeron, composite short column are by fiber and resin curing molding.
As preferably, described mounting system also includes composite material support and anchor ear, and described anchor ear is set on reinforced concrete upright column, and the lower end of described composite material support is connected with anchor ear, and the upper end of composite material support is connected with composite crossbeam.
As preferably, described anchor ear is steel hoop or composite anchor ear.
As preferably, described fiber includes carbon fiber, glass fibre, basalt fibre, aramid fiber or hybridization fiber, and described resin adopts unsaturated polyester (UP), vinylite, epoxy resin, phenolic resin.
The manufacture method of above-mentioned a kind of solar energy composite material bracket system, comprises the following steps:
A, first make composite core in the factory, adopt and make correspondingly sized mould, then fiber and resin are formed composite crossbeam, composite longeron, composite short column, composite material support by extruder and Mold Making;
B, first the upper surface of reinforced concrete upright column is cleared up, be more uniformly coated with a Rotating fields glue, composite short column base plate is connected with reinforced concrete upright column and fixes with expansion bolt again;
C, composite short column top adopt plain bolt be connected with composite crossbeam, composite crossbeam is connected with the anchor ear on the reinforced concrete upright column of lower end by composite material support, composite longeron is placed on composite crossbeam, is connected firm for every Pin and every Pin.
Composite solar bracket system of the present invention, it is by fiber and resin curing molding, weight ratio galvanized steel is light, tensile strength is higher than galvanized steel, anti-yield strength is equal with galvanized steel, even if under the environment of sea water immersion, service life is also a kind of advantage, is a kind of product that can substitute galvanized steel support completely.Advanced composite material (ACM) support can well be applied to a kind of mounting system in desert, seabeach, salt-soda soil.Composite material bracket with its intensity height, resisting fatigue, lightweight, cost is low, economize freight charges, corrosion-resistant, easy for installation, without many advantages zinc-plated, that production capacity is big, the main product of following support will be become.Thoroughly solve zinc-plated carbon steel support desert, seabeach, river embankment, salt-soda soil geological environment in the defect of the resistance to acids and bases perishable and high cost of difference, even if this product also ensures that service life under sea water immersion environment.
Beneficial effect: the present invention is by replacing galvanized steel mounting system with composite solar bracket, it is possible to improve ability in service life, it is also possible to alleviate weight, corrosion-resistant, it is adaptable to future developing trend.
Accompanying drawing explanation
Fig. 1 is the present invention every Pin composite solar bracket system structure schematic diagram;
Fig. 2 is that the every Pin of the present invention is connected floor map with every Pin mounting system;
Fig. 3 is the schematic cross-section that composite short column of the present invention is connected with reinforced concrete upright column;
Fig. 4 is the present invention every Pin composite solar bracket system top view;
Fig. 5 is composite short column of the present invention and reinforced concrete upright column connection diagram;
Fig. 6 is the schematic cross-section of anchor ear of the present invention.
Wherein: 1 composite crossbeam;2 composite longerons;3 composite short columns;4 reinforced concrete upright columns;5 composite material support;6 steel hoops;7 expansion bolts.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further illustrated with detailed description of the invention.
As shown in figures 1 to 6:
A kind of solar energy composite material bracket system, including composite crossbeam 1, composite longeron 2, composite short column 3, many reinforced concrete upright columns 4, composite material support 5 and steel hoop 6;
Described many armored concrete 4 column is arranged in support array, the top of every reinforced concrete upright column 4 is provided with composite short column 3 by expansion bolt 7, the upper end of composite short column 3 is connected with composite crossbeam 1 by bolt, for improving the stability of every Pin, composite crossbeam 1 is longitudinally connected with composite longeron 2 along array, every reinforced concrete upright column 4 is all arranged with steel hoop 6, the lower end of described composite material support 5 is connected with steel hoop 6, and the upper end of composite material support 5 is connected with composite crossbeam 1.
Described composite crossbeam 1, composite longeron 2, composite short column 3, composite material support 5 are by fiber and resin curing molding.Described fiber includes carbon fiber, glass fibre, basalt fibre, aramid fiber or hybridization fiber, and described resin adopts unsaturated polyester (UP), vinylite, epoxy resin, phenolic resin.
The manufacture method of above-mentioned a kind of solar energy composite material bracket system, comprises the following steps:
A, first make composite core in the factory, adopt and make correspondingly sized mould, then fiber and resin are formed composite crossbeam, composite longeron, composite short column, composite material support by extruder and Mold Making;
B, first the upper surface of reinforced concrete upright column is cleared up, be more uniformly coated with a Rotating fields glue, composite short column base plate is connected with reinforced concrete upright column and fixes with expansion bolt again;
C, composite short column top adopt plain bolt be connected with composite crossbeam, composite crossbeam is placed on composite crossbeam by composite material support with the steel anchor ear connection on the reinforced concrete upright column of lower end, composite longeron, is connected firm for every Pin and every Pin.
In above-mentioned preparation technology: composite core size and form, the kind of fiber and the kind etc. of quantity, resin all can adjust as required flexibly.
Above in association with accompanying drawing, embodiments of the present invention are described in detail, but the present invention is not limited to described embodiment.For those of ordinary skill in the art, in the scope of principles of the invention and technological thought, these embodiments are carried out multiple change, amendment, replacement and deformation and still falls within protection scope of the present invention.

Claims (5)

1. a solar energy composite material bracket system, it is characterised in that: include composite crossbeam, composite longeron, composite short column and Duo Gen reinforced concrete upright column;
Described many reinforced concrete upright columns are arranged in support array, the top of every reinforced concrete upright column is provided with composite short column by expansion bolt, the upper end of composite short column is connected with composite crossbeam by bolt, and composite crossbeam is longitudinally connected with composite longeron along array;
Described composite crossbeam, composite longeron, composite short column are by fiber and resin curing molding.
2. a kind of solar energy composite material bracket system according to claim 1, it is characterized in that: described mounting system also includes composite material support and anchor ear, described anchor ear is set on reinforced concrete upright column, the lower end of described composite material support is connected with anchor ear, and the upper end of composite material support is connected with composite crossbeam.
3. a kind of solar energy composite material bracket system according to claim 2, it is characterised in that: described anchor ear is steel hoop or composite anchor ear.
4. a kind of solar energy composite material bracket system according to claim 1, it is characterized in that: described fiber includes carbon fiber, glass fibre, basalt fibre, aramid fiber or hybridization fiber, and described resin adopts unsaturated polyester (UP), vinylite, epoxy resin, phenolic resin.
5. the manufacture method of a kind of solar energy composite material bracket system according to claim 1,2,3 or 4, it is characterised in that: comprise the following steps:
A, first make composite core in the factory, adopt and make correspondingly sized mould, then fiber and resin are formed composite crossbeam, composite longeron, composite short column, composite material support by extruder and Mold Making;
B, first the upper surface of reinforced concrete upright column is cleared up, be more uniformly coated with a Rotating fields glue, composite short column base plate is connected with reinforced concrete upright column and fixes with expansion bolt again;
C, composite short column top adopt plain bolt be connected with composite crossbeam, composite crossbeam is connected with the anchor ear on the reinforced concrete upright column of lower end by composite material support, composite longeron is placed on composite crossbeam, is connected firm for every Pin and every Pin.
CN201610230982.2A 2016-04-14 2016-04-14 Solar composite material bracket system and manufacturing method thereof Pending CN105735730A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610230982.2A CN105735730A (en) 2016-04-14 2016-04-14 Solar composite material bracket system and manufacturing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610230982.2A CN105735730A (en) 2016-04-14 2016-04-14 Solar composite material bracket system and manufacturing method thereof

Publications (1)

Publication Number Publication Date
CN105735730A true CN105735730A (en) 2016-07-06

Family

ID=56254530

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610230982.2A Pending CN105735730A (en) 2016-04-14 2016-04-14 Solar composite material bracket system and manufacturing method thereof

Country Status (1)

Country Link
CN (1) CN105735730A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109436227A (en) * 2018-12-20 2019-03-08 南京工业大学 Overwater-floating floating photovoltaic power generation composite material rectangular pipe floating body pallet system and its fabrication and installation process

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120298181A1 (en) * 2008-05-16 2012-11-29 Emcore Corporation Concentrating photovoltaic solar panel
CN202627619U (en) * 2012-04-28 2012-12-26 徐州华海钢结构有限公司 Novel photovoltaic solar bracket unit
CN103580598A (en) * 2012-08-08 2014-02-12 江苏源盛复合材料技术股份有限公司 Polyurethane solar panel frame
CN104009703A (en) * 2014-06-18 2014-08-27 湖北金力工程复合材料有限公司 Photovoltaic solar combination-type support based on toughened FRP screwed connecting pieces
CN205654159U (en) * 2016-04-14 2016-10-19 南京工业大学 Solar energy combined material mounting system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120298181A1 (en) * 2008-05-16 2012-11-29 Emcore Corporation Concentrating photovoltaic solar panel
CN202627619U (en) * 2012-04-28 2012-12-26 徐州华海钢结构有限公司 Novel photovoltaic solar bracket unit
CN103580598A (en) * 2012-08-08 2014-02-12 江苏源盛复合材料技术股份有限公司 Polyurethane solar panel frame
CN104009703A (en) * 2014-06-18 2014-08-27 湖北金力工程复合材料有限公司 Photovoltaic solar combination-type support based on toughened FRP screwed connecting pieces
CN205654159U (en) * 2016-04-14 2016-10-19 南京工业大学 Solar energy combined material mounting system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109436227A (en) * 2018-12-20 2019-03-08 南京工业大学 Overwater-floating floating photovoltaic power generation composite material rectangular pipe floating body pallet system and its fabrication and installation process

Similar Documents

Publication Publication Date Title
CN102261164B (en) FRP (fibre-reinforced polymer)-concrete-steel double-wall combined tubular beam and beam-slab combined structure adopting same
US20090313913A1 (en) Polymeric concrete for wind generator towers or other large structural applicatons
CN104652243B (en) FRP tube concrete and FRP corrugated plate combined buried arch bridge and construction method thereof
CN105857536A (en) Composite waterborne floating-body rack system for photovoltaic power generation and manufacturing process of composite waterborne floating-body rack system for photovoltaic power generation
CN103821677A (en) Assembly type prestress reactive powder concrete wind power tower
CN107740629B (en) Composite material pole tower for carbon fiber pultrusion plate reinforced power transmission line and preparation method thereof
CN102108761A (en) Fiber reinforced plastics-steel composite pipe restricted structural steel high-strength concrete column
CN105714673A (en) Self-restoration FRP-steel-concrete composite structure pier stud and construction method
CN105857537A (en) Composite material overwater floating body stand system for photovoltaic power generation and making process thereof
CN104314776A (en) Assembled prestressed tower drum for offshore and onshore wind turbine generators
CN102108760A (en) Fibre reinforced plastic-steel composite tube restrained reinforcement high-strength concrete column
CN112412707A (en) Assembled wind turbine generator system circle cross section concrete bearing structure
CN105735730A (en) Solar composite material bracket system and manufacturing method thereof
CN114108821A (en) Node connecting structure between FRP pultruded profiles and construction and assembly method
CN205654159U (en) Solar energy combined material mounting system
MX2007009456A (en) Pre-stressed concrete tower for wind power generators.
CN205686580U (en) Photovoltaic generation composite water floating body pallet system
CN108824690B (en) Prefabricated fiber board and connecting method of prefabricated fiber board and composite material section bar
CN101768915B (en) Composite material bow-shaped structural beam
CN205675191U (en) A kind of photovoltaic generation composite water floating body pallet system
CN106644726B (en) Annular sample tensile test device and implementation method thereof
CN113026796A (en) Foundation reinforcing structure and method for foundation of wind power generation tower
CN207920777U (en) Pylon and wind power generating set
CN204530423U (en) FRP pipe concrete and FRP corrugated sheet combine embed-type arch bridge
CN202081577U (en) Confined reinforcing steel bar high-strength concrete column employing fiber reinforced plastic-steel composite pipe

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20160706