CN104763127A - Heavy load resisting and acid-preventing terrace and construction method thereof - Google Patents
Heavy load resisting and acid-preventing terrace and construction method thereof Download PDFInfo
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Abstract
The invention relates to a heavy load resisting and acid-preventing terrace and a construction method thereof. The heavy load resisting and acid-preventing terrace and the construction method thereof are applicable to a lead-acid storage battery producing plant and especially to terraces at an acid filling zone, an activating zone, a paste mixing zone and other sections in the plant, and can meet the production load requirement while prevent the acid liquid from disorderly leaking. The heavy load resisting and acid-preventing terrace is orderly paved with a plain soil layer, a rubble layer, a cement stable gravel layer, a C20 concrete cushion layer, a C25 concrete cushion layer, a cement mortar layer, a resin glass steel layer, a water glass mortar combining layer and a granitic layer from bottom to top; the plain soil layer is located at the bottommost layer, and fixed with the rubble layer; the rubble layer is fixed with the cement stable gravel layer; the cement stable gravel layer is fixed with the C20 concrete cushion layer, and the C20 concrete cushion layer is fixed with the C25 concrete cushion layer, and the C25 concrete cushion layer is fixed with the cement mortar layer; the cement mortar layer is fixed with the resin glass steel layer, and the resin glass steel layer is fixed with the water glass mortar combining layer; the water glass mortar combining layer is fixed with the granitic layer; the granitic layer is located at the topmost part.
Description
Technical field
The present invention relates to a kind of resistance to heavily loaded acid-proof terrace and construction method thereof, be applicable to lead-acid storage battery production factory building, be specially adapted to the terrace of the workshop sections such as acid filling district in factory building, region of activation, He Gao district.
Background technology
The application of lead-acid accumulator is very extensive, can provide power for various product.Current the electric bicycle widelyd popularize is substantially all adopt lead-acid accumulator to provide walking power as the smokeless vehicles.But, in the manufacturing process of lead-acid accumulator, except the harm of familiar lead dust, also there is the emission hazard of acid solution, so newly constructing the factory buildings for lead-acid accumulator, need to do special anti-acid treatment to terrace.
In lead-acid storage battery production factory building process all there is acid liquor leakage and discharge in similar acid filling district, region of activation, complex acid district, Xie Suan district, He Gao district, if above region terrace not acid-proof, acid solution will leak into underground, the steel-column foundation of corrosion factory building, mortality is brought to damage to the safety of structure of factory building, also can pollute soil simultaneously, and then serious threat is caused to the ecological homeostasis and health, become new environomental pollution source.What relate in lead-acid storage battery production is main equipment simultaneously, residing terrace must be the terrace that can bear larger load, so in new workshop building, must consider that employing is a kind of and can bear the terrace that main equipment load can prevent again acid solution seepage, can ensure that the structural safety of factory building and ecological environment are not destroyed.
Application number be 201210181381.9 Chinese patent disclose a kind of Construction method for acid-proof alkali-proof terrace, terrace disclosed in it has the function of acid-proof, but not resistance to heavy, can not bear main equipment load, uses easily to be damaged by pressure afterwards.
Summary of the invention
The object of the invention is to overcome above shortcomings in prior art, and a kind of resistance to heavily loaded acid-proof terrace and construction method thereof of reasonable in design are provided, production load requirement can be met, the unordered seepage of acid solution can be prevented again.
The present invention's adopted technical scheme that solves the problem is: a kind of resistance to heavily loaded acid-proof terrace, is characterized in that: it comprises plain soil layer, block stone layer, cement Stability Gravel layer, C20 concrete bed course, C25 concrete bed course, cement sand bed, plexiglas steel layer, sodium silicate mortar setting course and the sial laid successively from bottom to top; Element soil layer is positioned at the bottommost of terrace, and the upper surface of plain soil layer contacts fixing with the soffit of block stone layer; The upper surface of block stone layer contacts fixing with the soffit of cement Stability Gravel layer; The upper surface of cement Stability Gravel layer contacts fixing with the soffit of C20 concrete bed course; The upper surface of C20 concrete bed course contacts fixing with the soffit of C25 concrete bed course; The upper surface of C25 concrete bed course contacts fixing with the soffit of cement sand bed; The upper surface of cement sand bed contacts fixing with the soffit of plexiglas steel layer; The upper surface of plexiglas steel layer contacts fixing with the soffit of sodium silicate mortar setting course; The upper surface of sodium silicate mortar setting course contacts fixing with the soffit of sial; Sial is positioned at the top of terrace.
Block stone layer thickness of the present invention is not less than 300mm.
The thickness of cement sand bed of the present invention is not less than 20mm.
In cement sand bed of the present invention, the weight ratio of cement and sand is 1:2.
The thickness of plexiglas steel layer of the present invention is not less than 1mm.
The thickness of sodium silicate mortar setting course of the present invention is not less than 15mm.
The thickness of sial of the present invention is not less than 50mm.
The present invention is in sial, and the seam between granite and granite is filled with epoxide-resin glue.
A construction method for resistance to heavily loaded acid-proof terrace, is characterized in that: construction sequence is as follows:
A, first to construct plain soil layer at bottommost;
B, on plain soil layer, lay block stone layer;
C, on block stone layer, lay cement Stability Gravel layer;
D, on cement Stability Gravel layer, lay C20 concrete bed course;
E, after the sclerosis of C20 concrete bed course, lay C25 concrete bed course in the above again;
F, to lay cement in the above screed after the sclerosis of C25 concrete bed course;
G, on cement sand bed, lay plexiglas steel layer;
Above h, plexiglas steel layer, sodium silicate mortar setting course is laid in construction;
I, on sodium silicate mortar setting course, lay sial, sial is terrace surface after having laid, overall slope aspect acid-proof trench during laying;
J, after the sclerosis of terrace entirety, start the seam sealing granite, now adopt deployed epoxide-resin glue, shutoff is carried out to the seam between granite and granite, can come into operation after overall curing time until terrace.
The present invention compared with prior art, has the following advantages and effect: terrace can bear 60kN/m
2following production load, has the function preventing acid solution seepage simultaneously, is specially adapted to the terrace embodiment in acid filling district in lead-acid accumulator factory building, region of activation, He Gao district.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, also by embodiment, the present invention is described in further detail, and following examples are explanation of the invention and the present invention is not limited to following examples.
See Fig. 1, the embodiment of the present invention comprises plain soil layer 1, block stone layer 2, cement Stability Gravel layer 3, C20 concrete bed course 4, C25 concrete bed course 5, cement sand bed 6, plexiglas steel layer 7, sodium silicate mortar setting course 8 and the sial 9 laid successively from bottom to top.Above-mentioned C20 and C25 is a kind of concrete mix, belongs to proper noun.
Element soil layer 1 is positioned at the bottommost of terrace, and the upper surface of plain soil layer 1 contacts fixing with the soffit of block stone layer 2; The upper surface of block stone layer 2 contacts fixing with the soffit of cement Stability Gravel layer 3; The upper surface of cement Stability Gravel layer 3 contacts fixing with the soffit of C20 concrete bed course 4; The upper surface of C20 concrete bed course 4 contacts fixing with the soffit of C25 concrete bed course 5; The upper surface of C25 concrete bed course 5 contacts fixing with the soffit of cement sand bed 6; The upper surface of cement sand bed 6 contacts fixing with the soffit of plexiglas steel layer 7; The upper surface of plexiglas steel layer 7 contacts fixing with the soffit of sodium silicate mortar setting course 8; The upper surface of sodium silicate mortar setting course 8 contacts fixing with the soffit of sial 9; Sial 9 is positioned at the top of terrace.In sial 9, the seam between granite and granite is filled with epoxide-resin glue 10.
Element soil layer 1 is the later terrace bottom of digging in-situ, in order to reduce sedimentation as far as possible, need reach certain coefficient of consolidation; The effect of block stone layer 2, cement Stability Gravel layer 3 and C20 concrete bed course 4 is respectively stabilized zone, transition zone and leveling layer, can reduce the sedimentation of terrace further; C25 concrete bed course 5 act as rigidity bearing bed, play load-bearing effect; Cement sand bed 6 is leveling layer, and contributes to laying and the laminating of plexiglas steel layer 7; Plexiglas steel layer 7 is application of anti-leakage layers, has insulating effect; Sodium silicate mortar setting course 8 is leveling layer and laminating layer, is convenient to the laying of top sial 9; The gap act as between sealing granite of epoxide-resin glue 10, plays last sealing function.
Construction sequence of the present invention is as follows:
A, first to construct plain soil layer 1 at bottommost, plain soil layer 1 is tamped designing requirement; Coefficient of consolidation requires >=0.94;
B, on plain soil layer 1, lay block stone layer 2, and evenly lay certain thickness according to designing requirement, thickness is not less than 300mm; Embed bottom block stone in block stone layer 2 in plain soil layer 1, more tight like this;
C, on block stone layer 2, lay cement Stability Gravel layer 3; Block stone top in block stone layer 2 embeds in cement Stability Gravel layer 3, more tight like this;
D, on cement Stability Gravel layer 3, lay certain thickness C20 concrete bed course 4;
E, the reinforcing bar laid in the above again after the sclerosis of C20 concrete bed course 4 in C25 concrete bed course 5, C25 concrete bed course 5 need according to design requirement arrangements of reinforcement;
F, until C25 concrete bed course 5 sclerosis after spread one deck cement sand bed 6 in the above, the thickness of cement sand bed 6 is not less than 20mm, and the weight ratio of cement and sand is 1:2;
G, on cement sand bed 6, lay plexiglas steel layer 7, thickness is not less than 1mm;
Surface construction sodium silicate mortar setting course 8 in h, plexiglas steel layer 7, thickness is not less than 15mm;
I, on sodium silicate mortar setting course 8, lay sial 9, because sial 9 is terrace surface laying after, therefore require granite size thickness even, entirety slope aspect acid-proof trench during laying; Sial 9 thickness is not less than 50mm;
J, until terrace entirety sclerosis after, start the seam sealing granite, now adopt deployed epoxide-resin glue 10, shutoff is carried out to the seam between granite and granite, any seam can not be omitted, can come into operation after overall curing time until terrace.
The transition processing in acid-proof district and non-acid-proof district is not introduced at this.
In addition, it should be noted that, the specific embodiment described in this manual, the shape, institute's title of being named etc. of its parts and components can be different, and the above content described in this manual is only to structure example of the present invention explanation.
Claims (9)
1. a resistance to heavily loaded acid-proof terrace, is characterized in that: it comprises plain soil layer, block stone layer, cement Stability Gravel layer, C20 concrete bed course, C25 concrete bed course, cement sand bed, plexiglas steel layer, sodium silicate mortar setting course and the sial laid successively from bottom to top; Element soil layer is positioned at the bottommost of terrace, and the upper surface of plain soil layer contacts fixing with the soffit of block stone layer; The upper surface of block stone layer contacts fixing with the soffit of cement Stability Gravel layer; The upper surface of cement Stability Gravel layer contacts fixing with the soffit of C20 concrete bed course; The upper surface of C20 concrete bed course contacts fixing with the soffit of C25 concrete bed course; The upper surface of C25 concrete bed course contacts fixing with the soffit of cement sand bed; The upper surface of cement sand bed contacts fixing with the soffit of plexiglas steel layer; The upper surface of plexiglas steel layer contacts fixing with the soffit of sodium silicate mortar setting course; The upper surface of sodium silicate mortar setting course contacts fixing with the soffit of sial; Sial is positioned at the top of terrace.
2. resistance to heavily loaded acid-proof terrace according to claim 1, is characterized in that: described block stone layer thickness is not less than 300mm.
3. resistance to heavily loaded acid-proof terrace according to claim 1, is characterized in that: the thickness of described cement sand bed is not less than 20mm.
4. resistance to heavily loaded acid-proof terrace according to claim 1, is characterized in that: in described cement sand bed, and the weight ratio of cement and sand is 1:2.
5. resistance to heavily loaded acid-proof terrace according to claim 1, is characterized in that: the thickness of described plexiglas steel layer is not less than 1mm.
6. resistance to heavily loaded acid-proof terrace according to claim 1, is characterized in that: the thickness of described sodium silicate mortar setting course is not less than 15mm.
7. resistance to heavily loaded acid-proof terrace according to claim 1, is characterized in that: the thickness of described sial is not less than 50mm.
8. resistance to heavily loaded acid-proof terrace according to claim 1, it is characterized in that: in sial, the seam between granite and granite is filled with epoxide-resin glue.
9. a construction method for the resistance to heavily loaded acid-proof terrace described in the arbitrary claim of claim 1 ~ 8, is characterized in that: construction sequence is as follows:
A, first to construct plain soil layer at bottommost;
B, on plain soil layer, lay block stone layer;
C, on block stone layer, lay cement Stability Gravel layer;
D, on cement Stability Gravel layer, lay C20 concrete bed course;
E, after the sclerosis of C20 concrete bed course, lay C25 concrete bed course in the above again;
F, to lay cement in the above screed after the sclerosis of C25 concrete bed course;
G, on cement sand bed, lay plexiglas steel layer;
Above h, plexiglas steel layer, sodium silicate mortar setting course is laid in construction;
I, on sodium silicate mortar setting course, lay sial, sial is terrace surface after having laid, overall slope aspect acid-proof trench during laying;
J, after the sclerosis of terrace entirety, start the seam sealing granite, now adopt deployed epoxide-resin glue, shutoff is carried out to the seam between granite and granite, can come into operation after overall curing time until terrace.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461281A (en) * | 2015-12-01 | 2016-04-06 | 中国石油集团川庆钻探工程有限公司 | Reacted acid pool construction material for petroleum industry and construction technology |
| CN108589758A (en) * | 2018-04-10 | 2018-09-28 | 杭州杭氧化医工程有限公司 | A kind of foundation structure and construction method of acid-resistance infiltration |
| CN108625252A (en) * | 2018-06-25 | 2018-10-09 | 成都市市政工程（集团）有限责任公司 | Urban road laying construction method |
| CN110029797A (en) * | 2018-04-18 | 2019-07-19 | 沈阳铝镁设计研究院有限公司 | A kind of standing procedure of hazardous waste interim storage warehouse floor |
| CN114482462A (en) * | 2022-02-25 | 2022-05-13 | 上海奉贤建设发展（集团）有限公司 | Construction method of heavy-load-resistant acid-proof terrace |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1248657A (en) * | 1999-09-13 | 2000-03-29 | 化学工业部化工机械研究院 | Scale shaped resin mortar composite corrosion-resistant ground floor and construction method |
| KR100581701B1 (en) * | 2003-09-25 | 2006-05-22 | 주식회사 정업건설 | Method for carrying out floor board of structure and floor board of structure carried out by its method |
| CN102676027A (en) * | 2012-06-04 | 2012-09-19 | 上海昭和高分子有限公司 | Construction method for acid-proof alkali-proof terrace |
| CN202530714U (en) * | 2012-04-22 | 2012-11-14 | 项谱成 | Workshop anti-cracking structure |
| CN103147562A (en) * | 2012-12-02 | 2013-06-12 | 上海馨来建筑装饰设计有限公司 | Construction method of ground cement mortar leveling |
| CN203097219U (en) * | 2013-02-18 | 2013-07-31 | 江苏建筑职业技术学院 | Steel fiber concrete terrace |
| CN103628650A (en) * | 2013-11-28 | 2014-03-12 | 中国五冶集团有限公司 | Metal floor and formation method |
| CN204645528U (en) * | 2015-04-09 | 2015-09-16 | 中国联合工程公司 | A kind of resistance to heavily loaded acid-proof terrace |
-
2015
- 2015-04-09 CN CN201510165210.0A patent/CN104763127B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1248657A (en) * | 1999-09-13 | 2000-03-29 | 化学工业部化工机械研究院 | Scale shaped resin mortar composite corrosion-resistant ground floor and construction method |
| KR100581701B1 (en) * | 2003-09-25 | 2006-05-22 | 주식회사 정업건설 | Method for carrying out floor board of structure and floor board of structure carried out by its method |
| CN202530714U (en) * | 2012-04-22 | 2012-11-14 | 项谱成 | Workshop anti-cracking structure |
| CN102676027A (en) * | 2012-06-04 | 2012-09-19 | 上海昭和高分子有限公司 | Construction method for acid-proof alkali-proof terrace |
| CN103147562A (en) * | 2012-12-02 | 2013-06-12 | 上海馨来建筑装饰设计有限公司 | Construction method of ground cement mortar leveling |
| CN203097219U (en) * | 2013-02-18 | 2013-07-31 | 江苏建筑职业技术学院 | Steel fiber concrete terrace |
| CN103628650A (en) * | 2013-11-28 | 2014-03-12 | 中国五冶集团有限公司 | Metal floor and formation method |
| CN204645528U (en) * | 2015-04-09 | 2015-09-16 | 中国联合工程公司 | A kind of resistance to heavily loaded acid-proof terrace |
Non-Patent Citations (1)
| Title |
|---|
| 张苏东等: "KC系水玻璃混凝土及其耐腐蚀性能", 《四川化工》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461281A (en) * | 2015-12-01 | 2016-04-06 | 中国石油集团川庆钻探工程有限公司 | Reacted acid pool construction material for petroleum industry and construction technology |
| CN108589758A (en) * | 2018-04-10 | 2018-09-28 | 杭州杭氧化医工程有限公司 | A kind of foundation structure and construction method of acid-resistance infiltration |
| CN110029797A (en) * | 2018-04-18 | 2019-07-19 | 沈阳铝镁设计研究院有限公司 | A kind of standing procedure of hazardous waste interim storage warehouse floor |
| CN108625252A (en) * | 2018-06-25 | 2018-10-09 | 成都市市政工程（集团）有限责任公司 | Urban road laying construction method |
| CN114482462A (en) * | 2022-02-25 | 2022-05-13 | 上海奉贤建设发展（集团）有限公司 | Construction method of heavy-load-resistant acid-proof terrace |
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| CN104763127B (en) | 2017-03-08 |
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Address after: The city of Hangzhou city of Zhejiang Province, 310022 Stonebridge Road No. 338 Patentee after: United Engineers Ltd in China Address before: The city of Hangzhou city of Zhejiang Province, 310022 Stonebridge Road No. 338 Patentee before: China Lianhe Engineering Co., Ltd., China |
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