CN101799268A - Device for testing deformation amount of panel of solar module - Google Patents

Device for testing deformation amount of panel of solar module Download PDF

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Publication number
CN101799268A
CN101799268A CN201010149441A CN201010149441A CN101799268A CN 101799268 A CN101799268 A CN 101799268A CN 201010149441 A CN201010149441 A CN 201010149441A CN 201010149441 A CN201010149441 A CN 201010149441A CN 101799268 A CN101799268 A CN 101799268A
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CN
China
Prior art keywords
solar module
cast iron
supporting base
panel
dial gauge
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
CN201010149441A
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Chinese (zh)
Inventor
王焕焕
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.)
Changzhou EGing Photovoltaic Technology Co Ltd
Original Assignee
Changzhou EGing Photovoltaic 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 Changzhou EGing Photovoltaic Technology Co Ltd filed Critical Changzhou EGing Photovoltaic Technology Co Ltd
Priority to CN201010149441A priority Critical patent/CN101799268A/en
Publication of CN101799268A publication Critical patent/CN101799268A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a device for testing the deformation amount of a panel of a solar module, which comprises a test platform, a left cast iron bearing, a right cast iron bearing, a dial gauge, a holding adjusting bracket, a compression plate, a pressing part and a tested solar module, wherein the left and right cast iron bearings are fixed on the detection platform in parallel; the tested solar module is horizontally supported on the upper end surfaces of the left and right cast iron bearing bases; the compression plate is placed on an upper panel of the tested solar module; the pressing part is positioned above the compression plate; the dial gauge is arranged on a dial gauge magnetic base; and a moveable probe of the dial gauge is aligned with the central position of a lower panel of the tested solar module. The deformation amount of the panel, which bears a predetermined pressure, of the detected solar module can be directly detected by a method of pressing the front side and measuring the reverse side of the solar module and the compression resistance of the tested solar module can be directly determined when the deformation data of the panel is compared with determination data.

Description

Device for testing deformation amount of panel of solar module
Technical field:
The present invention relates to the pick-up unit of solar module, relate in particular to the pick-up unit of deformation amount of panel of solar module.
Background technology:
Solar module must stand the pressure of strong wind and the gravity of ice and snow in long-term outdoor use, can satisfy above-mentioned request for utilization in order to make solar module, must check accordingly solar module before dispatching from the factory.In order to simulate the stressing conditions of tested solar module, people are by evenly increasing 2400Pa and two ultimate pressures of 5400Pa respectively at assembly surface, to show the stress deformation situation of solar module, judge the quality of the compressive property of solar module by the distortion situation of visual inspection element panels.Behind the solar module pressurized, if deformation amount of panel not only can influence the absorption of luminous energy too greatly, but also can cause the silicon chip in the electric battery to break, therefore measuring the deformation amount of panel of solar module under loaded state is an important testing, and the inferior importance of this detection is progressively paid attention to by people.At present, owing to lack corresponding dedicated inspection device, therefore, each manufacturing enterprise also is on the visual inspection judgement aspect that relies on the reviewer for this quality check.Because the distortion behind the battery component pressurized is usually less, only depends on naked eyes can't obtain to judge accurately and reliably conclusion.To this, the applicant after research and testing, specialized designs a kind of pick-up unit that detects solar battery panel compressive deformation amount size.When the deflection of solar module pressurized rear panel surpasses predetermined value, breaking will appear in silicon chip wherein, as long as therefore can accurately make the maximum deformation quantity of battery component under maximum artesian condition, just the energy simple, intuitive is judged the compressive property of battery component exactly.
Summary of the invention:
In order to judge the compressive property index of solar module more intuitively, realize the detection by quantitative judgement, the purpose of this invention is to provide a kind of device for testing deformation amount of panel of solar module.Adopt this pick-up unit, the deflection of panel of solar module can come out with the numerical value direct representation, makes that solar module compressive resistance index test is more directly perceived.
The technical solution adopted in the present invention is:
A kind of device for testing deformation amount of panel of solar module, it is characterized in that: comprise detection platform, cast iron left side supporting base, the right supporting base of cast iron, dial gauge, the clamping adjusting bracket, increased pressure board, press member and tested solar module, the right supporting base of cast iron left side supporting base and cast iron is fixed on the detection platform abreast, both height are identical, the width of spacing distance and tested solar module is suitable, tested solar module horizontal support is on the upper surface of cast iron left side supporting base and the right supporting base of cast iron, increased pressure board is placed on the top panel of tested solar module, press member is positioned at the top of increased pressure board, dial gauge is installed on the clamping adjusting bracket, the clamping adjusting bracket is positioned at tested solar module, cast iron left side supporting base, in the space that the right supporting base of cast iron is surrounded, the mobile gauge head of dial gauge is aimed at the center of the lower panel of tested solar module, and vertically contacts with lower panel.
Further, described clamping adjusting bracket is the dial gauge magnet base, and the dial gauge magnet base is inhaled solid on cast iron left side supporting base or the right supporting base of cast iron.
Further, be provided with locating piece in the upper surface of cast iron left side supporting base or the right supporting base of cast iron.
Concrete detection method is as follows:
According to distance and fixing between left supporting base of the width adjustment cast iron of tested solar module and the right supporting base of cast iron, with tested solar module horizontal support on cast iron left side supporting base and the right supporting base of cast iron, the frame of tested solar module is supported on the upper surface of cast iron left side supporting base and the right supporting base of cast iron, with the dial gauge fixed clamp on the dial gauge magnet base, the dial gauge magnet base is inhaled solid on the medial surface of cast iron left side supporting base or the right supporting base of cast iron, adjust the adjuster bar on the dial gauge magnet base, make the mobile gauge head of dial gauge aim at the center of the lower panel of tested solar module, the mobile gauge head of guaranteeing dial gauge contacts with the lower panel of tested solar module, dial gauge is returned to zero, then increased pressure board is lain on the top panel of tested solar module, by press member pressurize respectively 2400Pa and two ultimate pressures of 5400Pa, read and write down corresponding measurement numerical value respectively by dial gauge, gained data and predetermined deformation numerical value are compared, if it is qualified to be less than predetermined value, if then judge defective greater than predetermined value.
Because the present invention has adopted dial gauge to aim at the face plate center of tested solar module, method by the reverse side measurement of being exerted pressure in tested solar module front, can directly record tested solar module and bear the deflection size of predetermined pressure rear panel, measured panel deformation data is compared the compressive property that just can judge tested solar module very intuitively with predetermined decision data.
Description of drawings:
Fig. 1 is a structural representation of the present invention;
Among the figure: the 1-detection platform; 2-cast iron left side supporting base; The right supporting base of 3-cast iron; The 4-dial gauge; 41-moves gauge head; 5-clamping adjusting bracket; The 6-increased pressure board; The 7-press member; The tested solar module of 8-; The 81-lower panel; The 82-frame; The 83-top panel; The 9-locating piece.
Embodiment:
Describe the specific embodiment of the present invention in detail below in conjunction with Figure of description:
As shown in Figure 1, device for testing deformation amount of panel of solar module of the present invention, comprise detection platform 1, cast iron left side supporting base 2, the right supporting base 3 of cast iron, dial gauge 4, clamping adjusting bracket 5, increased pressure board 6, press member 7 and tested solar module 8, the right supporting base 3 of cast iron left side supporting base 2 and cast iron is fixed on the detection platform 1 abreast, both height are identical, the width of both spacing distances and tested solar module 8 is suitable, on the upper surface of cast iron left side supporting base 2, be provided with locating piece 9, tested solar module 8 horizontal supports are on cast iron left side supporting base 2 and the right supporting base 3 of cast iron, by locating piece 9 location, increased pressure board 6 is placed on the top panel 83 of tested solar module 8, press member 7 is positioned at the top of increased pressure board 6, described clamping adjusting bracket 5 is the dial gauge magnet base, dial gauge 4 is installed on the dial gauge magnet base, the dial gauge magnet base is inhaled solid on the medial surface of cast iron left side supporting base 2 or the right supporting base 3 of cast iron, the mobile gauge head 41 of dial gauge 4 is aimed at the center of the lower panel 81 of tested solar module 8, and vertically contacts with lower panel 81.
Concrete detection method is as follows:
According to distance and fixing between left supporting base 2 of the width adjustment cast iron of tested solar module 8 and the right supporting base 3 of cast iron, with tested solar module 8 horizontal supports on cast iron left side supporting base 2 and the right supporting base 3 of cast iron, the frame 82 of tested solar module 8 is supported on the upper surface of cast iron left side supporting base 2 and the right supporting base 3 of cast iron, with dial gauge 4 fixed clamp on the dial gauge magnet base, the dial gauge magnet base is inhaled solid on the medial surface of cast iron left side supporting base 2 or the right supporting base 3 of cast iron, adjust the adjuster bar on the dial gauge magnet base, make the mobile gauge head 41 of dial gauge 4 aim at the center of the lower panel 81 of tested solar module 8, the mobile gauge head 41 of guaranteeing dial gauge 4 contacts with the lower panel 81 of tested solar module 8, with dial gauge 4 zeroings, then increased pressure board 6 is lain on the top panel 83 of tested solar module 8, by press member 7 pressurize respectively 2400Pa and two ultimate pressures of 5400Pa, read and write down corresponding measurement numerical value respectively by dial gauge 4, gained data and predetermined deformation numerical value are compared, if it is qualified to be less than predetermined value, if then judge defective greater than predetermined value.

Claims (3)

1. device for testing deformation amount of panel of solar module, it is characterized in that: comprise detection platform (1), cast iron left side supporting base (2), the right supporting base (3) of cast iron, dial gauge (4), clamping adjusting bracket (5), increased pressure board (6), press member (7), tested solar module (8), cast iron left side supporting base (2) and the right supporting base of cast iron (3) are fixed on the detection platform (1) abreast, both height are identical, the width of spacing distance and tested solar module (8) is suitable, tested solar module (8) horizontal support is on the upper surface of cast iron left side supporting base (2) and the right supporting base of cast iron (3), increased pressure board (6) is placed on the top panel (83) of tested solar module (8), press member (7) is positioned at the top of increased pressure board (6), dial gauge (4) is installed on the clamping adjusting bracket (5), clamping adjusting bracket (5) is positioned at tested solar module (8), in the space that cast iron left side supporting base (2) and the right supporting base of cast iron (3) are surrounded, the mobile gauge head (41) of dial gauge (4) is aimed at the center of the lower panel (81) of tested solar module (8), and vertically contacts with lower panel (81).
2. according to the described device for testing deformation amount of panel of solar module of claim 1, it is characterized in that: described clamping adjusting bracket (5) is the dial gauge magnet base, and the dial gauge magnet base is inhaled solid on cast iron left side supporting base (2) or the right supporting base of cast iron (3).
3. according to claim 1 or 2 described device for testing deformation amount of panel of solar module, it is characterized in that: the upper surface at cast iron left side supporting base (2) or the right supporting base of cast iron (3) is provided with locating piece (9).
CN201010149441A 2010-04-19 2010-04-19 Device for testing deformation amount of panel of solar module Pending CN101799268A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201010149441A CN101799268A (en) 2010-04-19 2010-04-19 Device for testing deformation amount of panel of solar module

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Application Number Priority Date Filing Date Title
CN201010149441A CN101799268A (en) 2010-04-19 2010-04-19 Device for testing deformation amount of panel of solar module

Publications (1)

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CN101799268A true CN101799268A (en) 2010-08-11

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103968746A (en) * 2013-01-25 2014-08-06 上海华虹宏力半导体制造有限公司 Detection device for detecting deformation of quartz boat
CN107702994A (en) * 2017-10-31 2018-02-16 芜湖辉灿电子科技有限公司 Phone housing resistance to compression detects experimental rig
CN114252251A (en) * 2021-12-15 2022-03-29 江苏澄擎新能源有限公司 Bearing degree detection device for production of solar panel frame
CN114813404A (en) * 2022-06-28 2022-07-29 徐州阳森建设科技有限公司 Solar panel's resistance to deformation ability testing arrangement

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1538029A1 (en) * 1986-12-23 1990-01-23 Челябинский Политехнический Институт Им.Ленинского Комсомола Strain gauge
CN201306993Y (en) * 2008-11-27 2009-09-09 江苏微特利电机制造有限公司 Wave washer elasticity index simple detecting device
CN201355239Y (en) * 2009-02-25 2009-12-02 湖北十堰先锋模具股份有限公司 Check tool surface error measuring instrument
CN201666780U (en) * 2010-04-19 2010-12-08 常州亿晶光电科技有限公司 Deflection measuring device for solar module panel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1538029A1 (en) * 1986-12-23 1990-01-23 Челябинский Политехнический Институт Им.Ленинского Комсомола Strain gauge
CN201306993Y (en) * 2008-11-27 2009-09-09 江苏微特利电机制造有限公司 Wave washer elasticity index simple detecting device
CN201355239Y (en) * 2009-02-25 2009-12-02 湖北十堰先锋模具股份有限公司 Check tool surface error measuring instrument
CN201666780U (en) * 2010-04-19 2010-12-08 常州亿晶光电科技有限公司 Deflection measuring device for solar module panel

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
袁跃: "0~25mm千分尺可改作测厚百分表", 《计量技术》 *

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103968746A (en) * 2013-01-25 2014-08-06 上海华虹宏力半导体制造有限公司 Detection device for detecting deformation of quartz boat
CN103968746B (en) * 2013-01-25 2017-06-06 上海华虹宏力半导体制造有限公司 A kind of detection means for detecting quartz boat deformation
CN107702994A (en) * 2017-10-31 2018-02-16 芜湖辉灿电子科技有限公司 Phone housing resistance to compression detects experimental rig
CN114252251A (en) * 2021-12-15 2022-03-29 江苏澄擎新能源有限公司 Bearing degree detection device for production of solar panel frame
CN114252251B (en) * 2021-12-15 2023-08-29 江苏澄擎新能源有限公司 Bearing degree detection device for solar panel frame production
CN114813404A (en) * 2022-06-28 2022-07-29 徐州阳森建设科技有限公司 Solar panel's resistance to deformation ability testing arrangement
CN114813404B (en) * 2022-06-28 2022-09-06 徐州阳森建设科技有限公司 Solar panel's resistance to deformation ability testing arrangement

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Application publication date: 20100811