CN103835309A - Prefabricated switch terminal box foundation - Google Patents
Prefabricated switch terminal box foundation Download PDFInfo
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- CN103835309A CN103835309A CN201410013160.XA CN201410013160A CN103835309A CN 103835309 A CN103835309 A CN 103835309A CN 201410013160 A CN201410013160 A CN 201410013160A CN 103835309 A CN103835309 A CN 103835309A
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- terminal box
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Abstract
The invention discloses a prefabricated switch terminal box foundation. The prefabricated switch terminal box foundation comprises a foundation body cast by concrete, a steel reinforcement framework is embedded in the foundation body, and the concrete contains, by mass ratio, 300 parts to 325 parts of cement, 920 parts to 950 parts of sand, 1120 parts to 1175 parts of gravel, 85 parts to 90 parts of coal ash, 120 parts to 130 parts of mineral powder, 4 parts to 9 parts of polycarboxylic acid high-performance additive, 28 parts to 35 parts of anti-freezing agent, 1 part to 6 parts of polypropylene fiber and 230 parts to 250 parts of water. The polycarboxylic acid high-performance additive is contained in the concrete so as to improve the limiting strain capacity of the terminal box foundation and the crack resistance of the terminal box foundation, the polypropylene fiber is contained in the concrete to further improve the crack resistance of the terminal box foundation, the anti-freezing agent is contained in the concrete so that the terminal box foundation can have good anti-freezing performance, and meanwhile the reasonable component ratio is adopted so that the terminal box foundation can have excellent anti-freezing performance and crack resistance and the quality of the terminal box foundation can be guaranteed.
Description
Technical field
The present invention relates to prefabricated switch terminal box foundation.
Background technology
At present, in most of construction of transformer substation, all carry out at the scene concrete casting according to terminal box base size and build up basis with support terminals case, the long maintenance of needs of terminal box basis and the curing requirements that are formed by concreting are quite high, can produce crack once maintenance is not in place, special in the situation that winter temperature is lower, terminal box basis in the time of cast easily by bursting by freezing.
Summary of the invention
Problem to be solved by this invention is to provide prefabricated switch terminal box foundation, antifreeze, cracking resistance, the quality of guarantee switch terminal box foundation.
In order to solve the problems of the technologies described above, the present invention adopts following technical scheme: prefabricated switch terminal box foundation, comprise the basic main body being formed by concreting, in described basic main body, be embedded with cage of reinforcement, described concrete comprises that the mass ratio of following component and each component is: the broken stone ︰ of water mud ︰ sand ︰ powder coal ash ︰ ore deposit powder ︰ poly-carboxylic high-performance adds agent ︰ outward, and anti-to freeze the fine Wei︰Shui of the poly-propylene of agent ︰ be 300~325 ︰ 920~950 ︰ 1120~1175 ︰ 85~90 ︰ 120~130 ︰ 4~9 ︰ 28~35 ︰ 1~6 ︰ 230~250.
Improved, described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 310 ︰ 935 ︰ 1150 ︰ 87 ︰ 125 ︰ 5 ︰ 30 ︰ 5 ︰ 240.
Improved, described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 300 ︰ 920 ︰ 1120 ︰ 85 ︰ 120 ︰ 4 ︰ 28 ︰ 1 ︰ 230.
Improved, described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 325 ︰ 950 ︰ 1175 ︰ 90 ︰ 130 ︰ 9 ︰ 35 ︰ 6 ︰ 250.
Improved, the top plan view of described basic main body be shaped as " returning " shape.
Improved, described cage of reinforcement comprise with two rectangle frames one of the corresponding setting of top plan view of basic main body and with two rectangle frames two of the corresponding setting of main view plane of basic main body, two rectangle frames one lay respectively at the two ends up and down of rectangle frame two, two rectangle frames two lay respectively at the rear and front end of rectangle frame one, the reinforcing bar at upper and lower two ends equal in length on the length of rear and front end reinforcing bar and rectangle frame two on two rectangle frames one.
Improved, described basic main body is provided with the through hole that current supply cable passes.
Beneficial effect:
Adopt after technique scheme, in the concrete of this invention prefabricated switch terminal box foundation, include poly-carboxylic high-performance Admixture to improve the limiting strain ability on terminal box basis, thereby greatly improve the anti-crack ability on terminal box basis, in concrete, include the crack resistance that polypropylene fibre further improves terminal box basis, in concrete, including antifreeze makes terminal box basis have good freeze-proof, take rational component proportion to make terminal box basis there is good antifreeze and cracking resistance simultaneously, ensure the quality on terminal box basis.
Brief description of the drawings
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described further:
Fig. 1 is the plan structure schematic diagram of prefabricated switch terminal box foundation of the present invention;
Fig. 2 is the main TV structure schematic diagram of prefabricated switch terminal box foundation of the present invention;
Fig. 3 is the structural representation of cage of reinforcement.
Detailed description of the invention
Embodiment mono-:
As Fig. 1, shown in Fig. 2 and Fig. 3, prefabricated switch terminal box foundation, comprise the basic main body 1 being formed by concreting, in described basic main body, be embedded with cage of reinforcement 2, the top plan view of described basic main body be shaped as " returning " shape, described cage of reinforcement comprise with two rectangle frames 1 of the corresponding setting of top plan view of basic main body and with two rectangle frames 2 22 of the corresponding setting of main view plane of basic main body, two rectangle frames one lay respectively at the two ends up and down of rectangle frame two, two rectangle frames two lay respectively at the rear and front end of rectangle frame one, the reinforcing bar at upper and lower two ends equal in length on the length of rear and front end reinforcing bar and rectangle frame two on two rectangle frames one, the diameter of described reinforcing bar is 8cm, on two adjacent sidewalls of described basic main body, be respectively equipped with the through hole 3 that two current supply cables pass, the diameter of described through hole is 50cm.
Described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 310 ︰ 935 ︰ 1150 ︰ 87 ︰ 125 ︰ 5 ︰ 30 ︰ 5 ︰ 240.
Embodiment bis-:
The difference of the present embodiment and embodiment mono-is, described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 300 ︰ 920 ︰ 1120 ︰ 85 ︰ 120 ︰ 4 ︰ 28 ︰ 1 ︰ 230.
Embodiment tri-:
The difference of the present embodiment and embodiment mono-, embodiment bis-is, described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 325 ︰ 950 ︰ 1175 ︰ 90 ︰ 130 ︰ 9 ︰ 35 ︰ 6 ︰ 250.
Except above preferred embodiment, the present invention also has other embodiment, and those skilled in the art can make according to the present invention various changes and distortion, only otherwise depart from spirit of the present invention, all should belong to the defined scope of claims of the present invention.
Claims (7)
1. prefabricated switch terminal box foundation, comprise the basic main body (1) being formed by concreting, in described basic main body, be embedded with cage of reinforcement (2), it is characterized in that: described concrete comprises that the mass ratio of following component and each component is: the broken stone ︰ of water mud ︰ sand ︰ powder coal ash ︰ ore deposit powder ︰ poly-carboxylic high-performance adds agent ︰ outward, and anti-to freeze the fine Wei︰Shui of the poly-propylene of agent ︰ be 300~325 ︰ 920~950 ︰ 1120~1175 ︰ 85~90 ︰ 120~130 ︰ 4~9 ︰ 28~35 ︰ 1~6 ︰ 230~250.
2. prefabricated switch terminal box foundation according to claim 1, is characterized in that: described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 310 ︰ 935 ︰ 1150 ︰ 87 ︰ 125 ︰ 5 ︰ 30 ︰ 5 ︰ 240.
3. prefabricated switch terminal box foundation according to claim 1, is characterized in that: described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 300 ︰ 920 ︰ 1120 ︰ 85 ︰ 120 ︰ 4 ︰ 28 ︰ 1 ︰ 230.
4. prefabricated switch terminal box foundation according to claim 1, is characterized in that: described concrete comprises that the mass ratio of following component and each component is that the anti-Dong Ji of: Shui Ni ︰ Sha ︰ Sui Shi ︰ Fen Mei Hui ︰ Kuang Fen ︰ poly-carboxylic high-performance Wai Jia Ji ︰ ︰ Ju propylene Xian Wei ︰ water is 325 ︰ 950 ︰ 1175 ︰ 90 ︰ 130 ︰ 9 ︰ 35 ︰ 6 ︰ 250.
5. according to the prefabricated switch terminal box foundation described in claim 1 or 2 or 3, it is characterized in that: the top plan view of described basic main body be shaped as " returning " shape.
6. prefabricated switch terminal box foundation according to claim 5, it is characterized in that: described cage of reinforcement comprise with two rectangle frames one (21) of the corresponding setting of top plan view of basic main body and with two rectangle frames two (22) of the corresponding setting of main view plane of basic main body, two rectangle frames one lay respectively at the two ends up and down of rectangle frame two, two rectangle frames two lay respectively at the rear and front end of rectangle frame one, the reinforcing bar at upper and lower two ends equal in length on the length of rear and front end reinforcing bar and rectangle frame two on two rectangle frames one.
7. according to the prefabricated switch terminal box foundation described in claim 1 or 2 or 3, it is characterized in that: described basic main body is provided with the through hole (3) that current supply cable passes.
Priority Applications (1)
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CN201410013160.XA CN103835309A (en) | 2014-01-10 | 2014-01-10 | Prefabricated switch terminal box foundation |
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CN201410013160.XA CN103835309A (en) | 2014-01-10 | 2014-01-10 | Prefabricated switch terminal box foundation |
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Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
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CN1653031A (en) * | 2002-03-13 | 2005-08-10 | 格雷斯公司 | Beneficiated water reducing compositions |
CN101886474A (en) * | 2010-06-29 | 2010-11-17 | 江苏省水利科学研究院 | Construction method for densifying surface layer of middle/low-strength concrete |
CN102211919A (en) * | 2011-05-09 | 2011-10-12 | 同济大学 | Acrylic ester emulsion modified cement base rapid repair mortar |
WO2012084401A1 (en) * | 2010-12-20 | 2012-06-28 | Evonik Degussa Gmbh | Composition for building materials having improved freeze-thaw resistance and process for the production thereof |
CN202333479U (en) * | 2011-11-17 | 2012-07-11 | 重庆电力建设总公司 | Base for terminal box |
CN202363757U (en) * | 2011-12-06 | 2012-08-01 | 广东先达电业股份有限公司 | Outdoor terminal box of substation with moisture-proof function |
CN202721361U (en) * | 2012-09-05 | 2013-02-06 | 河南省电力公司鹤壁供电公司 | Terminal box |
CN203288965U (en) * | 2013-06-09 | 2013-11-13 | 国家电网公司 | Transformer station novel environment intelligent control switch terminal box |
-
2014
- 2014-01-10 CN CN201410013160.XA patent/CN103835309A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1653031A (en) * | 2002-03-13 | 2005-08-10 | 格雷斯公司 | Beneficiated water reducing compositions |
CN101886474A (en) * | 2010-06-29 | 2010-11-17 | 江苏省水利科学研究院 | Construction method for densifying surface layer of middle/low-strength concrete |
WO2012084401A1 (en) * | 2010-12-20 | 2012-06-28 | Evonik Degussa Gmbh | Composition for building materials having improved freeze-thaw resistance and process for the production thereof |
CN102211919A (en) * | 2011-05-09 | 2011-10-12 | 同济大学 | Acrylic ester emulsion modified cement base rapid repair mortar |
CN202333479U (en) * | 2011-11-17 | 2012-07-11 | 重庆电力建设总公司 | Base for terminal box |
CN202363757U (en) * | 2011-12-06 | 2012-08-01 | 广东先达电业股份有限公司 | Outdoor terminal box of substation with moisture-proof function |
CN202721361U (en) * | 2012-09-05 | 2013-02-06 | 河南省电力公司鹤壁供电公司 | Terminal box |
CN203288965U (en) * | 2013-06-09 | 2013-11-13 | 国家电网公司 | Transformer station novel environment intelligent control switch terminal box |
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Application publication date: 20140604 |