KR20120029293A

KR20120029293A - Seismic equipment solar power installations

Info

Publication number: KR20120029293A
Application number: KR1020100091306A
Authority: KR
Inventors: 임선미
Original assignee: 에코쏠라(주)
Priority date: 2010-09-16
Filing date: 2010-09-16
Publication date: 2012-03-26

Abstract

PURPOSE: A solar cell generating system equipped with an earth-quake-proof apparatus is provided to minimize vibration of earthquake waves by absorbing vibration waves through a buffer member installed in the inner side of top and bottom bodies. CONSTITUTION: An earth-quake-proof apparatus(5) is arranged between a solar cell panel holder and top or bottom substructure. A combining member is combined with the top or bottom substructure. A connecting member is combined with a structure connected to the opposite side of the combining member. A buffer member(6) is elastically installed in the inner side of a space of a body(50). The earth-quake-proof apparatus absorbs vibration energy of a traverse direction due to earthquake through the buffer member.

Description

Seismic equipment solar power installations

The present invention relates to a photovoltaic power generation system, and more particularly, to a photovoltaic power generation system having an earthquake-resistant device that can effectively absorb and buffer vibration energy caused by an earthquake during an earthquake, thereby maintaining the photovoltaic power generation system safely. .

In general, the photovoltaic power generation refers to condensing solar light incident by plate-shaped photovoltaic modules arranged vertically and horizontally to thereby obtain electrical energy. Recently, as the importance of alternative energy has increased due to the depletion of petroleum energy and various kinds of energy or the increase in cost, there is a trend to prefer a photovoltaic power generation system using solar light.

Such a photovoltaic power generation system is a grid-connected type or a solar panel, which is composed of a solar panel in which a solar panel is connected in series and parallel, and an inverter for converting direct current into alternating current, in order to receive the necessary power. It is divided into a stand-alone system consisting of a battery that stores electricity, and a controller that stores or discharges electricity.

Both methods require a cradle for fixing the solar panel, the installation structure will be described as shown in Figure 1, the anchor 11 is embedded in the concrete foundation (1) to be installed in the ground, the anchor ( 11, the plate 20 of the lower part of the pillar 2 is fastened, and the frame 30 is inclined at the top of the plurality of pillars 2 installed as described above, and a plurality of the upper surfaces of the inclined frame 30 are provided. The solar panel 3 is arranged in an array.

However, in the conventional solar panel installation structure, when an earthquake occurs in the ground, the vibration of the seismic wave is transmitted to the solar panel 3 through the base 1 and the pillar 2 as it is, and the solar panel 3 vibrates the seismic wave. Due to the shock, in severe cases, the solar panel 3 is damaged in an unrepairable state, which causes a lot of economic losses, and may cause damage or breakage of the cradle structure.

The present invention is to solve the conventional problems as described above, the present invention is to effectively absorb and buffer the vibration energy due to earthquake, seismic device that can safely maintain the photovoltaic power generation system, such as solar panels and cradles The purpose is to provide a photovoltaic power generation system having a.

The present invention for achieving the above object,

A plurality of solar panels,

A frame supporting the solar panels;

A pillar for stably installing and supporting the frame on the structure;

An inverter for converting DC electricity generated from the solar panel into AC and transmitting power;

A switchboard for connecting the wires connected in series from the solar panels in parallel to the inverter;

Consists of a seismic device is installed between the support and the structure,

The seismic device is

A body having a space therein and having a coupling means for connection to a structure to be connected to the upper or lower portion,

A cushioning member elastically installed on an inner surface of the space of the body;

Comprising a fastening means coupled to the connection body while compressing the shock absorbing member is coupled to the one-side connection object body while passing through the body,

Arranged between the upper or lower structure of the solar panel holder of the solar power plant, and coupled to the coupling means of the body and the upper or lower structure, the fastening means is coupled to the structure connected to the opposite side of the coupling means to earthquake Characterized in that to absorb the vibration energy due to the transverse direction through the buffer member.

In addition, the upper and lower bodies that form a second base plate for the bolt coupling with the connection object structure around the plurality of protruding to one side to have a space therein and correspondingly coupled to each other,

A cushioning member elastically installed on an inner surface of the space or an upper / lower body space of the any one body;

Composed of a fixing bolt and a nut for fixing the upper and lower body through the compression while compressing the buffer member,

It is placed on the upper or lower part of the solar panel holder column of the photovoltaic power generation facility, and the upper body is connected to the upper structure to be connected, and the flange and bolts of the lower body are connected to the lower structure to be connected to the other. Characterized in that to absorb the vibration energy.

According to the seismic device of the photovoltaic power generation equipment according to the present invention, the vibration wave of the earthquake generated from the ground is transmitted to the foundation, the pillar and the structure of the upper and lower bodies without replacing the existing solar panel installation structure. As absorbed and buffered by the buffer member installed on the inner surface, vibration of the seismic waves transmitted to the solar panel is minimized, thereby preventing the breakage of the solar panel (aka light collecting plate).

1 is a side cross-sectional view showing a conventional solar panel mounting structure
Figure 2a, 2b is a side view showing a solar panel mounting structure is installed seismic device according to the present invention.
3 is a cross-sectional view showing the structure of a seismic device according to the present invention.
Figure 4a, 4b is an operating state cross-sectional view showing the structure of the seismic device according to the present invention.
5 is a cross-sectional view showing the structure of a seismic device according to another embodiment of the present invention.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

In the accompanying drawings, Figures 2a, 2b is a side view showing a solar panel mounting structure is installed seismic device according to the present invention,

Figure 3 is a cross-sectional view showing the structure of the seismic device according to the present invention, Figures 4a, 4b is a cross-sectional view showing the operation of the structure of the seismic device according to the present invention, Figure 5 is a structure of a seismic device according to another embodiment of the present invention It is sectional drawing which shows.

The photovoltaic power generation system including the seismic device of the present invention includes a plurality of solar panels 3, a frame 30 supporting the solar panels 3, and the frame 30 as shown in FIGS. 2A and 2B. A pole (2) for stably installing and supporting the wall, a switchboard (10) for connecting the wires connected in series from the solar panels (3) in parallel, and electric power generated from the solar panels (3) to the load side It consists of an inverter (9), and a seismic device (5) is installed between the pillar (2) and the foundation or pillar (2) and the frame 30 structure.

The inverter 9 is applied to an independent solar power generation system or a grid-connected solar power generation system. An inverter applied to an independent solar power generation system supplies electricity generated by a battery or electricity stored in a battery. It means to perform the function to supply to the load side, the inverter applied to the grid-connected photovoltaic power generation system is a generic term that means a device that performs the function of converting and transmitting DC electricity to AC.

Such a seismic device is disposed between the upper or lower structure of the cradle of the solar panel 3 of the solar power plant as shown in Figure 2a, 2b, and combines the coupling means of the body 50 with the upper or lower structure, The fastening means is coupled to the structure connected to the opposite side of the coupling means to absorb the vibration energy of the transverse direction due to the earthquake through the buffer member.

In particular, the seismic device 5 of the present invention has a space 53 therein, as shown in FIGS. 3, 4A, and 4B, and a body having coupling means for coupling to a structure to be connected to the upper or lower portion thereof. (50), the buffer member 6 is elastically installed on the inner surface of the space of the body 50, and the body 50 is coupled to the one side connection target body while penetrating while compressing the buffer member (6) It consists of a fastening means for coupling to the connection object body, a support plate for mediating the buffer means of the fastening means, and a damper means for buffering between the body 50 and the connection object body.

Here, the concept of the upper structure and the lower structure is determined based on the seismic device (6) to be installed, as shown in the figure, when installed between the base (1) and the bottom of the column (2) the upper structure is a column (2) And the lower structure becomes the foundation (1). In addition, when installed between the upper end of the column 2 and the frame 30 is installed on the upper structure is the frame 30, the lower structure is the pillar (2).

In addition, the foundation (1) means that the various anchors 11, such as chemical anchors on the slab, such as the roof of the building or can support the concrete foundation (1) or photovoltaic power generation facilities to be installed in the ground. It also refers to the steel structure for which it is used.

Coupling means installed in the body 50, it can be understood as a second base plate 52 having a bolt hole formed around the body 50, which is the structure to be connected, that is by the upper or lower structure and bolted to Connected. In the case of the foundation 1, it is fastened to the anchor 11 with a nut.

The fastening means refers to a plurality of second anchor bolts 55 and nuts 56 fastened to the second anchor bolts 55, and the second anchor bolts 55 have an inner surface 54 in an inner space 53 of the body 50. The nut 56 is fastened to the shaft portion of the exposed second anchor bolt 55. The base plate 20 or the second base plate 52 of the upper structure or the lower structure may be directly coupled to the second anchor bolt 55, and the nut 56 may be connected to the nut 56. After adjusting the elasticity by using the tightening force of the second anchor bolt (55) can be seated on the upper or lower structure and fastened again by fastening the nut (56 '). At this time, as shown in Figure 5 may be assembled through the height compensation plate 72 higher than the height of the nut 56 is fastened first to adjust the elasticity. In this case, the height compensating plate 72 may be composed of an elastic member 73 such as a special rubber that is resistant to pressure to have a damper function. The height compensating plate 72 having a damper function may be simply formed by the elastic member 73 or may be configured by thinly stacking the lead 74 and the elastic member 73. [See FIG. The lead 74 and the elastic member 73 are laminated in such a way that the resilience of the elastic member 73 is restored when the vibration pressure is applied, and thus the lead 74 is laminated to restore the proper elastic force. The lead 74 is soft and deforms when subjected to pressure. When the vibration is applied when an earthquake occurs, the thickness of the lead 74 becomes thin, thereby delaying the restoring elasticity of the elastic member 73 together with the cushioning function.

In addition, the second anchor bolt 55 configured to compress the shock absorbing member 6 has its head directly supported by the shock absorbing member 6 to be cushioned by tightening the second anchor bolt 55 and the nut 56. Engage to compress the member 6. In this case, the shock absorbing member 6 may be configured as a coil spring, or may use a material such as a curved plate spring or a synthetic resin or rubber plate having elasticity. In particular, the cushioning member 6 derives an appropriate value through structural calculations and experiments within a range that does not impair the stability of the structure as a whole, and tightens only by that value. This value should be applied to each structure.

Meanwhile, in the structure in which the second anchor bolt 55 compresses the shock absorbing member 6, the head of the second anchor bolt 55 may support the shock absorbing member 6, but as shown in FIG. 4B. A support plate 70 having a bolt hole formed between the head of the second anchor bolt 55 and the buffer member 6 is installed, and the support plate 70 is tightened by the tightening of the second anchor bolt 55. ) Can be configured to compress

In addition, a damper hole 84 is formed on one surface of the body 50 to which the elastic force of the shock absorbing member 6 is applied as a damper means, and the shock absorbing rod 80 is inserted into the shock absorbing member 6 by an earthquake. When the body to be inclined (compression column and base plate, etc.), which has been inclined while being compressed, returns to its original position, it supports the lower part to delay the return speed or exhibit a cushioning function.

The buffer rod 80 may be made of various materials, but may be formed of a material having elasticity, for example, rubber or synthetic rubber, resin, or a soft metal such as lead 74. In order to increase the frictional efficiency between the damper hole 84 and the buffer rod 80 of the body 50, an unevenness 82 may be formed around the buffer rod 80. In particular, the concave-convex 82 is preferably formed in a barbed shape so as to have a structure that does not retreat when the damper hole 84 is moved by an impact.

When the earthquake occurs and shakes the foundation 1, it shakes the seismic device 5 firmly coupled thereto. By this operation, the pillar 2 installed on the seismic device 5 is also shaken. The lower part of the pillar 2 is formed by the weight and inertia of the frame 30 and the solar panel 3 installed on the lower portion of the pillar 2. Only move. That is, if the earthquake-resistant device 5 moved to the left side together with the foundation 1 by an earthquake, the lower part of the pillar 2 coupled thereon moves to the left side, but the upper part is going to be left as it is to the right side. It will tilt.

By this operation, the support plate 70 is pulled while the second anchor bolt 55 on the left side is pulled as shown in FIG. 4A, and the shock absorbing member 6 in the pulled position is compressed. The vibration energy due to the earthquake is absorbed by the compression of the shock absorbing member 6, and the same phenomenon occurs in different directions when the vibration cycle of the earthquake is changed, so that the shock absorbing effect of absorbing the vibration energy due to the earthquake is exerted.

However, when the compressive force of the shock absorbing member 6 is solved, the fast restoring force is acted on by the elastic force of the shock absorbing member 6, which may act as a negative factor to the safety of the structure.

This negative factor is solved by the damper, that is, the height compensation plate 72 or the buffer rod (80).

In the case of the structure in which the height compensation plate 72 performs the damper function, when the structure is shaken by an earthquake and the pillar 2 is inclined, one side of the base plate 20 is opened with the body, and the height that has been compressed therebetween. The thickness of the compensating plate 72 becomes thick. When the base plate 20 is returned in this state, the height compensating plate 72 is compressed, and the height compensating plate 72 is compressed, thereby delaying the return speed of the base plate 20. In other words, the buffer function will be performed.

In addition, in the case of the structure in which the buffer rod 80 performs the damper function, when looking into the moment in the continuous shaking process caused by the earthquake, the pillar 2 is inclined from the foundation by the earthquake, at which time The two anchor bolts 55 pull up one side of the support plate 70, and the buffer plate 80 is forcibly moved toward the connection target body by the support plate 70. FIG. When a portion of the buffer rod 80 is released through the damper hole 84 by the frictional resistance with the damper hole 84, even if the support plate 70 is returned to its original position, it is not restored While the body to be connected is restoring, the end of the buffer rod 80 is pressed. [See FIG. 4B] Although the buffer rod 80 is partially retracted by the force, the buffer rod 80 is subjected to frictional resistance with the damper hole 84. By retracting only a portion of the buffer rod (80) Additional distorted end to delay the return speed of the consolidated body, or exerts a buffer function.

If the height compensation plate 72 is located at the end of the buffer rod 80, the end of the buffer rod 80 pushes the height compensation plate 72 while exiting the damping hole 84, that is, the connection target body, When the base plate 20 of the pillar 20 is elastically returned, the cushioning function of the height compensating plate 72 and the buffer rod 80 operates together to further increase the shock absorbing function to further improve the seismic function.

As the seismic design of the present invention is reflected in the present invention, even if a natural disaster such as an unexpected earthquake occurs in the future, the resulting damage is expected to be reduced to a minimum, and the demand is expected to increase rapidly.

1: foundation 2: pillar 3: solar panel
11 anchor 20 base plate 30 frame
5: seismic device 50: body 52: second base plate
53: space 54: inner side 55: second anchor bolt
56 nut 6: buffer member 70: support plate
72: height compensation plate 73: elastic member 74: lead
80: buffer rod 82: irregularities 84: damper hole
9: inverter 10: switchboard

Claims

A plurality of solar panels,
A structure for supporting the solar panels;
An inverter for converting electricity generated from the solar panel and transmitting it to the load side;
A switchboard for connecting the wires connected from the solar panels to the inverter;
It includes a seismic device is installed between the support and the structure,
The seismic device, the upper or lower body having a coupling means for connecting to the connection target structure and having a space therein, and
A cushioning member elastically installed on an inner surface of the space of the body;
A fastening means coupled to the one-side connection object body while penetrating the body and coupled to the connection object body while compressing the buffer member;
A support plate for mediating the shock absorbing means of the fastening means;
A damper for cushioning is provided between the body and the connecting object body,
Arranged between the upper or lower structure of the solar panel holder of the solar power plant, and coupled to the coupling means of the body and the upper or lower structure, the fastening means is coupled to the structure connected to the opposite side of the coupling means to earthquake A photovoltaic power generation system having a seismic device, characterized in that for absorbing the lateral vibration energy due to the buffer member.
The solar cell system according to claim 1, wherein the damper is formed by stacking elastic rubber and lead.
The method of claim 1, wherein the damper, the body to form a hole toward the body to be connected,
It has a buffer rod having a perimeter of the hole size is inserted into the hole, one end of which is supported by the support plate is pressed by the operation of lifting or lowering the support plate while compressing the buffer member by an earthquake Protrudes toward
The solar power generation system having a seismic device, characterized in that the retraction is blocked or delayed by the resistance between the body damper hole and the buffer rod during the restoration of the connection object body to perform the buffer function.
The method of claim 4, wherein
A photovoltaic power generation system having a seismic device, characterized in that irregularities are formed around the buffer rod.