JPS6246713U - - Google Patents

Info

Publication number
JPS6246713U
JPS6246713U JP13619585U JP13619585U JPS6246713U JP S6246713 U JPS6246713 U JP S6246713U JP 13619585 U JP13619585 U JP 13619585U JP 13619585 U JP13619585 U JP 13619585U JP S6246713 U JPS6246713 U JP S6246713U
Authority
JP
Japan
Prior art keywords
steel
storage battery
channel steel
plate
storage batteries
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
JP13619585U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP13619585U priority Critical patent/JPS6246713U/ja
Publication of JPS6246713U publication Critical patent/JPS6246713U/ja
Pending legal-status Critical Current

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

  • Building Environments (AREA)
  • Battery Mounting, Suspending (AREA)

Description

【図面の簡単な説明】[Brief explanation of the drawing]

(イ)、第1図は溝形鋼と厚鋼板、ボルト、基礎
コンクリート及び上記中の鉄筋等の関係を現はす
図である。(ロ)、A図は溝形鋼と厚鋼板との関係
の見取図で、B図は上記にボルトを通し基礎コン
クリート等の関係を現はす図の背面図で、C図は
上記の正面図、D図は上記の側面図である。(ハ)
、A図に於て1は溝形鋼、2は厚鋼板、3はボル
トを通す孔、4は溝形鋼と厚鋼板との溶接固所。
(ニ)、B図とC図及びD図に於て、5はボルト、
6は基礎コンクリート、7は上記中の鉄筋、8は
上記とボルトとの溶接固所、9は溝形鋼を厚鋼板
に溶接した物を基礎コンクリート上に確つかり固
定する為の二重ナツト。(ホ)、第2図は溝形鋼の
柱と柱の間に蓄電池を配列した場合を現はす図で
ある。(ヘ)、A図は前面の覆を外した場合を現は
す図で、B図は上記に前面の覆を取り付けた図、
又C図は上記のXYに於ける矢印の方向えの断面
図を現はす。但しA図は最初の一段のみとする。
(ト)、A図に於て、10は等辺山形鋼、11は上
記と溝形鋼との溶接固所、12は上記に載せる耐
火性厚板、13は不等辺山形鋼、14は上記と溝
形鋼との溶接固所、15は耐火性板、16は蓄電
池、17は上記の(+)、(−)の引き出し極、
18は上記付属の捻子、19は導線{左の(+)
から次段の(−)え接続し順次続ける}、20は
上記の端子、21は上記を溝形鋼に締め付けるボ
ルト(一応頭を皿型としたが他の形でも良い、耐
火性厚板を其れに合わせて削る)、22は皿ビス
用の捻子孔、23は耐火性の詰物。(チ)、B図
に於て24は耐火性厚板、25は皿ビス。(リ)
、C図に於て26は導線の端子を溝形鋼に締め付
ける為の二重ナツト。(ヌ)、第3図は太陽電池
、蓄電池、可逆静止型コンバータ、特殊変圧器等
の関係を現はす結線図である。(ル)、図に於い
て27は太陽電池、28は蓄電池、29は大容量
電解コンデンサ、30は逆流防止ダイオード、3
1は可逆静止型コンバータ、32は特殊変圧器、
33は動力負荷、34は電灯等の負荷、35は電
力会社の配電線、S,S,S,Sは何れ
も電路遮断器、E,EはアースであるがE
はS投入と同時に開放され二重接地を避ける。
(a), Figure 1 is a diagram showing the relationship between channel steel, thick steel plates, bolts, foundation concrete, reinforcing bars, etc. in the above. (B), Figure A is a sketch of the relationship between the channel steel and thick steel plate, Figure B is the rear view of the diagram showing the relationship between the foundation concrete, etc., through which bolts are inserted, and Figure C is the front view of the above. , D is a side view of the above. (c)
In Figure A, 1 is a channel steel, 2 is a thick steel plate, 3 is a hole for passing a bolt, and 4 is a welding point between the channel steel and the thick steel plate.
(d) In figures B, C and D, 5 is a bolt,
6 is the foundation concrete, 7 is the reinforcing steel in the above, 8 is the welding point between the above and the bolt, and 9 is a double nut for firmly fixing the channel steel welded to the thick steel plate on the foundation concrete. (E), Figure 2 shows a case in which storage batteries are arranged between channel steel columns. (F) Figure A is a diagram showing the case where the front cover is removed, Figure B is a diagram with the front cover attached to the above.
Also, Figure C shows a cross-sectional view taken in the direction of the arrow in the above-mentioned XY. However, Figure A is only for the first stage.
(g) In Figure A, 10 is the equilateral angle steel, 11 is the welding point between the above and the channel steel, 12 is the fireproof thick plate to be placed on the above, 13 is the scalene angle steel, and 14 is the above 15 is a fireproof plate, 16 is a storage battery, 17 is the above (+) and (-) extraction pole,
18 is the screw attached above, 19 is the conductor {left (+)
20 is the above-mentioned terminal, 21 is the bolt that fastens the above to the channel steel (the head is plate-shaped, but other shapes may be used, and a fire-resistant thick plate is used. 22 is a screw hole for a countersunk screw, and 23 is a fire-resistant filling. (H) In Figure B, 24 is a fireproof thick plate and 25 is a countersunk screw. (li)
, In Figure C, 26 is a double nut for tightening the terminal of the conductor to the channel steel. Figure 3 is a wiring diagram showing the relationship among solar cells, storage batteries, reversible static converters, special transformers, etc. In the figure, 27 is a solar cell, 28 is a storage battery, 29 is a large-capacity electrolytic capacitor, 30 is a backflow prevention diode, 3
1 is a reversible static converter, 32 is a special transformer,
33 is a power load, 34 is a load such as an electric light, 35 is a power company's distribution line, S 1 , S 2 , S 3 , and S 4 are all circuit breakers, E 1 and E 2 are earths, and E 2
is opened at the same time as S1 is turned on to avoid double grounding.

補正 昭60.12.2 図面の簡単な説明を次のように補正する。Correction 1986.12.2 The brief description of the drawing has been amended as follows.

【図面の簡単な説明】 (イ)、番1図は溝形鋼と厚鋼板、ボルト、基礎
コンクリート及び上記中の鉄筋との関係を現はす
図である。(ロ)、第1図Aは溝形鋼と厚鋼板との
関係の見取図で、第1図Bは上記にボルトを通し
、基礎コンクリート等の関係を現はす背面図、第
1図Cは上記の正面図、第1図Dは上記の側面図
である。(ハ)、第1図Aに於て1は溝形鋼、2は
厚鋼板、3はボルトを通す孔、4は溝形鋼と厚鋼
板との溶接個所。(ニ)、第1図Bと第1図Cと第
1図Dに於て、5はボルト、6は基礎コンクリー
ト、7は上記中の鉄筋、8は上記とボルトとの溶
接個所、9は溝形鋼を厚鋼板に溶接した物を基礎
コンクリート上に確かり固定する為の二重ナツト
。(ホ)、第2図は溝形鋼の柱と柱の間に、蓄電池
を配列した場合の図である。第2図Aは前面の覆
を外した場合の図で、第2図Bは上記の覆を取り
付けた図、又第2図Cは上記のXYに於ける、矢
印の方向えの断面図を現はす。(ヘ)、第2図Aに
於て10は等辺山形鋼、11は上記と溝形鋼との
溶接個所、12は上記に載せる耐火性の厚板、1
3は不等辺山形鋼、14は上記と溝形鋼との溶接
個所、15は上記の上に載せる耐火性の板、16
は上記の上に配列した蓄電池、17は上記の(+
)、(−)の引出し極、18は上記付属の捻子、
19は導線、20は上記の端子、21は上記を溝
形鋼に取り付けるボルト、22は耐火性厚板を溝
形鋼え締め付ける皿ビス用の捻子孔、23は蓄電
池等が動かない様にする耐火性の詰め物。(ト)、
第2図Bに於て24は耐火性の厚板、25は皿ビ
ス。(チ)、第2図Cに於て26は導線の端子を溝
形鋼に締め付ける為の二重ナツト。(リ)、第3図
は太陽電池、蓄電池其他の結線を現はす図である
。27は太陽電池、28は蓄電池、29は補助の
大容量電解コンデンサ、30は逆流防止ダイオー
ド、31は可逆静止型コンバータ、32は変圧器
、33は動力等の負荷、34は電灯等の負荷、3
5は電力会社の配電線、S,S,S,S
は電路遮断器、SとSは連動とする、E
はアースであるが、EはSが投入される
と同時に開放され二重接地を避けるものとする。
[Brief explanation of the drawings] (A) Figure 1 shows the relationship between channel steel, thick steel plates, bolts, foundation concrete, and the reinforcing bars mentioned above. (B), Figure 1A is a sketch of the relationship between the channel steel and thick steel plate, Figure 1B is a rear view showing the relationship between the bolts passed through the above and the foundation concrete, etc., and Figure 1C is a sketch of the relationship between the channel steel and thick steel plate. The above front view, and FIG. 1D is the above side view. (c) In Fig. 1A, 1 is a channel steel, 2 is a thick steel plate, 3 is a hole through which a bolt is passed, and 4 is a welding point between the channel steel and the thick steel plate. (d) In Figure 1B, Figure 1C, and Figure 1D, 5 is a bolt, 6 is the foundation concrete, 7 is the reinforcing steel in the above, 8 is the welded part between the above and the bolt, 9 is A double nut for securely fixing channel steel welded to a thick steel plate on the foundation concrete. (E), Fig. 2 is a diagram in which storage batteries are arranged between the channel steel columns. Figure 2A is a view with the front cover removed, Figure 2B is a view with the above cover attached, and Figure 2C is a cross-sectional view in the direction of the arrow in the above XY. Currently. (f) In Fig. 2A, 10 is an equilateral angle steel, 11 is a welding point between the above and the channel steel, 12 is a fire-resistant thick plate to be placed on the above, 1
3 is a scalene angle steel, 14 is a welding point between the above and the channel steel, 15 is a fireproof plate to be placed on the above, 16
is the storage battery arranged above, and 17 is the above (+
), (-) extraction pole, 18 is the screw attached above,
19 is a conductor, 20 is the above terminal, 21 is a bolt that attaches the above to the channel steel, 22 is a screw hole for a countersunk screw that tightens the fireproof thick plate to the channel steel, 23 is to prevent the storage battery etc. from moving. Fire-resistant filling. (to),
In Fig. 2B, 24 is a fireproof thick plate, and 25 is a countersunk screw. (H) In Fig. 2C, 26 is a double nut for tightening the conductor terminal to the channel steel. (li), Figure 3 is a diagram showing the connections of solar cells, storage batteries, and others. 27 is a solar cell, 28 is a storage battery, 29 is an auxiliary large-capacity electrolytic capacitor, 30 is a reverse current prevention diode, 31 is a reversible static converter, 32 is a transformer, 33 is a load such as power, 34 is a load such as a light, 3
5 is the power company's distribution line, S 1 , S 2 , S 3 , S 4
is a circuit breaker, S 1 and S 2 are interlocked, and E 1 and E 2 are grounded, but E 2 is opened at the same time as S 1 is turned on to avoid double grounding.

Claims (1)

【実用新案登録請求の範囲】 (イ) 溝形鋼を柱とするも、柱と柱の間に柱を必
要とする場合はI形鋼を使用する。 (ロ) 厚鋼板を基礎コンクリート上に確り固定し
た上に、上記柱の基礎部分を溶接する。 (ハ) 床面より少し高目に溝形鋼の溝側に、不等
辺山形鋼を2本水平に溶接する。 (ニ) 上記の上に耐火性板を載せ其の上にNiC
d蓄電池(以下蓄電池と書く)を配列する。尚よ
り優れた乾式蓄電池が出来れば其れに取替える。 (ホ) 上記蓄電池の最終電圧と並列に、大容量の
電解コンデンサを接続する。 (ヘ) 上記蓄電池の電圧が最終の値に達した物を
三群併設する。 (ト) 可逆静止型コンバータから三相交流電圧を
得て、特殊変圧器により動力用と電灯其の他の電
圧を得る。 (チ) 日照時間不足にて蓄電池の充電が不足する
場合には、電力会社から受電し変圧器、可逆静止
型コンバータを通して蓄電池を充電させる。
[Scope of Claim for Utility Model Registration] (a) Although the columns are made of channel steel, if a column is required between the columns, I-beam steel should be used. (b) After firmly fixing the thick steel plate to the foundation concrete, weld the foundation part of the above column. (c) Weld two pieces of scalene angle steel horizontally to the groove side of the channel steel slightly higher than the floor surface. (d) Place a fireproof plate on top of the above and put NiC on top of it.
d Arrange storage batteries (hereinafter referred to as storage batteries). If a better dry storage battery becomes available, replace it with one. (e) Connect a large capacity electrolytic capacitor in parallel with the final voltage of the storage battery. (F) Install three groups of storage batteries whose voltage has reached the final value. (g) Obtain three-phase AC voltage from a reversible static converter, and obtain power and other voltages for lights using a special transformer. (h) If the storage battery is insufficiently charged due to insufficient sunshine hours, receive power from the electric power company and charge the storage battery through a transformer or reversible static converter.
JP13619585U 1985-09-05 1985-09-05 Pending JPS6246713U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13619585U JPS6246713U (en) 1985-09-05 1985-09-05

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13619585U JPS6246713U (en) 1985-09-05 1985-09-05

Publications (1)

Publication Number Publication Date
JPS6246713U true JPS6246713U (en) 1987-03-23

Family

ID=31039085

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13619585U Pending JPS6246713U (en) 1985-09-05 1985-09-05

Country Status (1)

Country Link
JP (1) JPS6246713U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5398240A (en) * 1977-02-08 1978-08-28 Sharp Kk Cultivating facility for plant

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5398240A (en) * 1977-02-08 1978-08-28 Sharp Kk Cultivating facility for plant

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