CN105569093A - Foundation seamless corrosion-resistant waterproof construction process - Google Patents
Foundation seamless corrosion-resistant waterproof construction process Download PDFInfo
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- CN105569093A CN105569093A CN201610032991.0A CN201610032991A CN105569093A CN 105569093 A CN105569093 A CN 105569093A CN 201610032991 A CN201610032991 A CN 201610032991A CN 105569093 A CN105569093 A CN 105569093A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/06—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0051—Including fibers
- E02D2300/0053—Including fibers made from glass
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/007—Resins including glasfibers
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Treatments For Attaching Organic Compounds To Fibrous Goods (AREA)
Abstract
The invention discloses a foundation seamless corrosion-resistant waterproof construction process. The process comprises the following steps that foundation surface treatment is conducted, specifically, earthworks of an original site of a foundation are treated and compacted, and the effect that the surface of the foundation is made to be flat to form a to-be-treated base surface is ensured; and first bottoming, second bottoming, first laying of glass fiber cloth and third tiling are conducted. By means of the foundation seamless corrosion-resistant waterproof construction process provided by the invention, used materials are high in adhesive force, and a corrosion-resistant waterproof face formed through construction has the advantages of being seamless, free of sand holes, leakage and falling, long in service life, high in anti-cracking performance, flexible in construction and the like. A compact armour layer which is resistant to acid, alkali, corrosion and cracking can be formed on the construction surface after construction is completed. The technical difficulties that previous foundation corrosion-resistant waterproof materials are poor in anti-cracking performance and not easy to construct are overcome; the effects that the foundation surface is seamless and free of sand holes and falling are really achieved; water resistance and leakage resistance of the foundation are completely achieved, and the gap in the field in China is filled.
Description
Technical field
The present invention relates to the anticorrosion waterproof technique field of ground, particularly relate to a kind of ground without the anticorrosion Waterproof Construction Technique of seam.
Background technology
Anticorrosion waterproofing materials is widely used in building materials protection field, use anti-corrosive and waterproof paint to building to carry out after application can by building and external environment isolated, prevent the corrosion because the moisture intrusion building material in the corrosive liquids such as rainwater, underground water and air causes thus, extend the application life of constructional materials.In prior art, anticorrosion waterproofing materials mainly comprises anti-corrosive and waterproof paint and anticorrosion waterproof roll.Wherein, anticorrosion waterproof roll mainly contains the anticorrosion waterproof roll of pitch, the anticorrosion waterproof roll of modified bitumen, the anticorrosion waterproof roll of high molecular polymer etc., anticorrosion waterproof coiled material construction complex process, and require higher to constructor, therefore range of application is narrower, the existing anticorrosion waterproofing materials adopted mostly is anti-corrosive and waterproof paint.The construction technology that use anti-corrosive and waterproof paint carries out application is comparatively simple, only anti-corrosive and waterproof paint need be coated on substrate surface, anti-corrosive and waterproof paint be applied to substrate surface Post RDBMS formed waterproofing course, and then make coated object and water environment isolated, play protective action.Existing anti-corrosive and waterproof paint mainly comprises the polymer waterproof coating material such as water-proof acrylic acid paint and polyurethane water-proof paint.Although this kind of coating construction is simple, weatherability is poor, and easy bubble after being soaked by alkaline matter for a long time, departs from basic unit and lose waterproof effect.
The basis in house is supported during ground, if improper in the anticorrosion waterproofing work of first stage of construction, so the construction quality in later stage cannot ensure, once the later stage goes wrong, reprocessing quite bothers, also can cause huge injury to the personal property of resident time serious, therefore the importance of the anticorrosion waterproof of ground is self-evident.In prior art, most mode adopting the anticorrosion waterproof roll of laying or employing to build anticorrosion waterproof cement carries out the anticorrosion waterproofing work of ground, and adopt the mode of anticorrosion waterproof roll easily to leave Leakage Position in coiled material junction, and the method cost of manufacture that cement is built is high, difficulty of construction is large.
Summary of the invention
The invention provides a kind of ground without the anticorrosion Waterproof Construction Technique of seam.
The invention provides following scheme:
A kind of ground is without the anticorrosion Waterproof Construction Technique of seam, and this technique comprises the following steps:
Foundation surface process: the earthwork process compacting of original for described ground place is ensured that its surfacing forms pending basal plane;
First time bottoming: get compound unsaturated-resin 50 ~ 70 parts, organic solvent 5 ~ 10 parts, 3 ~ 6 parts, curing compound, catalyzer 2 ~ 4 parts mix obtained bottoming liquid, described bottoming liquid uniform spreading is located at described pending base surface and forms confining bed;
Second time bottoming: get compound unsaturated-resin 50 ~ 70 parts, organic solvent 5 ~ 10 parts, 3 ~ 6 parts, curing compound, catalyzer 2 ~ 4 parts, 30 ~ 45 parts, the pulvis with resistive connection performance, glass fiber 10 ~ 15 parts mix obtained paste-like preparation, before treating that described confining bed does not solidify completely, described paste-like preparation uniform spreading is located at described confined layer surface and forms pasty state bottom;
First time lay glass fabric: treat described pasty state bottom completely solidification before, get glass fabric and be layed in described pasty state bottom top and strike off, guarantee described glass fabric and described pasty state lower layer contacts complete;
Third time tiling: get described paste-like preparation, before treating that described pasty state bottom does not solidify completely, uniform spreading is located at described glass fabric surface and is struck off.
Preferably: after described third time tiled, do not carry out second time before solidification completely on its surface and lay glass fabric, and after described second time lays glass fabric, be positioned at its surface carry out the 4th time and tile.
Preferably: get compound unsaturated-resin 60 parts in described first time bottoming step, organic solvent 8 parts, 4 parts, curing compound, catalyzer 3 parts mix obtained bottoming liquid.
Preferably: get compound unsaturated-resin 60 parts in described second time bottoming step, organic solvent 8 parts, 4 parts, curing compound, catalyzer 3 parts, 40 parts, the pulvis with resistive connection performance, glass fiber 12 parts mix obtained paste-like preparation.
Preferably: described glass fabric is the alkali-free glass fiber cloth through lixiviating process.
Preferably: described glass fabric is irregularly shaped glass fabric, it is obtain according to the cutting of described pending basal plane shape.
Preferably: described compound unsaturated-resin is the compound unsaturated-resin being added with nano-scale carbon fiber.
Preferably: described in there is resistive connection performance pulvis be the pulvis that nanoscale obtained after milled processed has resistive connection performance.
Preferably: described glass fiber is the alkali-free glass fibre silk through lixiviating process.
According to specific embodiment provided by the invention, the invention discloses following technique effect:
Pass through the present invention, a kind of ground can be realized without the anticorrosion Waterproof Construction Technique of seam, under a kind of implementation, this technique can comprise the following steps: foundation surface process: the earthwork process compacting of original for described ground place is ensured that its surfacing forms pending basal plane; First time bottoming: get compound unsaturated-resin 50 ~ 70 parts, organic solvent 5 ~ 10 parts, 3 ~ 6 parts, curing compound, catalyzer 2 ~ 4 parts mix obtained bottoming liquid, described bottoming liquid uniform spreading is located at described pending base surface and forms confining bed; Second time bottoming: get compound unsaturated-resin 50 ~ 70 parts, organic solvent 5 ~ 10 parts, 3 ~ 6 parts, curing compound, catalyzer 2 ~ 4 parts, 30 ~ 45 parts, the pulvis with resistive connection performance, glass fiber 10 ~ 15 parts mix obtained paste-like preparation, before treating that described confining bed does not solidify completely, described paste-like preparation uniform spreading is located at described confined layer surface and forms pasty state bottom; First time lay glass fabric: treat described pasty state bottom completely solidification before, get glass fabric and be layed in described pasty state bottom top and strike off, guarantee described glass fabric and described pasty state lower layer contacts complete; Third time tiling: get described paste-like preparation, before treating that described pasty state bottom does not solidify completely, uniform spreading is located at described glass fabric surface and is struck off.A kind of ground provided by the application is without the anticorrosion Waterproof Construction Technique of seam, the material used has stronger adhesive power, the anticorrosion waterproof mask that construction is formed with or without seam, without sand holes, leakproof, without coming off, life-span long, cracking resistance by force, the advantage such as flexible of constructing.One deck tight " armor " can be formed on construction surface, acid-proof, alkali prevention, anticorrosion, cracking resistance after having constructed.The present invention has broken through the technical barrier of the anticorrosion waterproofing materials cracking resistance difference of ground and construction in the past, really realizes without seam, without sand holes, without coming off, thoroughly solving a ground water leakage difficult problem, has filled up this field domestic blank.
Certainly, implement arbitrary product of the present invention might not need to reach above-described all advantages simultaneously.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the schematic flow sheet of a kind of ground of providing of the embodiment of the present invention without the anticorrosion Waterproof Construction Technique of seam.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art obtain, all belongs to the scope of protection of the invention.
Embodiment
See Fig. 1, a kind of ground provided for the embodiment of the present invention is without the anticorrosion Waterproof Construction Technique of seam, and as shown in Figure 1, this technique comprises the following steps:
S1, foundation surface process: the earthwork process compacting of original for described ground place is ensured that its surfacing forms pending basal plane;
During concrete enforcement, the pending basal plane formed like this by instrument, the earthwork of pending foundation surface can be carried out compacting, and the surface after compacting is arranged smooth as far as possible, when can ensure to lay anticorrosion waterproofing materials, can be even by material-paving, be conducive to ensureing its durability.
S2, first time bottoming: get compound unsaturated-resin 50 ~ 70 parts, organic solvent 5 ~ 10 parts, 3 ~ 6 parts, curing compound, catalyzer 2 ~ 4 parts mix obtained bottoming liquid, described bottoming liquid uniform spreading is located at described pending base surface and forms confining bed;
During practical operation, according to construction area, environment, gas epidemic disaster and anticorrosion waterproof levels necessitate, first can determine hardening time, the size according to the temperature of site environment, temperature and construction area determines hardening time; The control of hardening time is controlled by the ratio change of curing compound and catalyzer.Within totally can being defined in 15-30 minute hardening time.When concrete preparation bottoming liquid, get compound unsaturated-resin 60 parts in described first time bottoming step, organic solvent 8 parts, 4 parts, curing compound, catalyzer 3 parts mix obtained bottoming liquid.The bottoming liquid this prepared directly is layed on the pending basal plane of this ground, because this bottoming liquid has flowable, therefore when laying, this bottoming liquid independently can flow into the gap place of foundation surface, and the whole shutoff in gap existed by ground surface forms confining bed.When selecting personal share raw material, described compound unsaturated-resin is the compound unsaturated-resin being added with nano-scale carbon fiber.The described pulvis with resistive connection performance is the pulvis that nanoscale obtained after milled processed has resistive connection performance.
S3, second time bottoming: get compound unsaturated-resin 50 ~ 70 parts, organic solvent 5 ~ 10 parts, 3 ~ 6 parts, curing compound, catalyzer 2 ~ 4 parts, 30 ~ 45 parts, the pulvis with resistive connection performance, glass fiber 10 ~ 15 parts mix obtained paste-like preparation, before treating that described confining bed does not solidify completely, described paste-like preparation uniform spreading is located at described confined layer surface and forms pasty state bottom;
This step, when operating, must be carried out, can ensure that two aspects can bond completely like this before confining bed does not solidify completely.During practical operation, obtained paste-like preparation uniform spreading can be located at this confining bed surface, and use scraper dedicated that pasty state bottom drawout is struck off.When concrete this paste-like preparation of preparation, get compound unsaturated-resin 60 parts in described second time bottoming step, organic solvent 8 parts, 4 parts, curing compound, catalyzer 3 parts, 40 parts, the pulvis with resistive connection performance, glass fiber 12 parts mix obtained paste-like preparation.Described glass fiber can be the alkali-free glass fibre silk through lixiviating process.The glass fiber added effectively can improve the breaking resistance of this pasty state bottom, ensures that the anticorrosion waterproofing course formed there will not be the situation of cracking.
S4, first time lay glass fabric: treat described pasty state bottom completely solidification before, get glass fabric and be layed in described pasty state bottom top and strike off, guarantee described glass fabric and described pasty state lower layer contacts complete;
In order to make the anticorrosion waterproof position realized by this technique, there is more obdurability and crack resistence performance, before this pasty state bottom does not solidify completely, layer of glass cloth can be laid on its surface, first desiccant dehumidification process be carried out to this glass fabric before use.When laying, this glass fabric being placed into after on this pasty state bottom, using scraper plate it to be scraped uniformly in pasty state bottom, and ensureing that it contacts completely with pasty state bottom.When concrete this glass fabric of selection, described glass fabric can be the alkali-free glass fiber cloth through lixiviating process.Consider that can there be erose problem on the surface of pending ground, described glass fabric is irregularly shaped alkali-free glass fiber cloth, and it is obtain according to the cutting of described pending basal plane shape.
S5, third time tiling: get described paste-like preparation, before treating that described pasty state bottom does not solidify completely, uniform spreading is located at described glass fabric surface and is struck off.
Because glass-fiber-fabric is according to the on-the-spot cutting in construction site, so directly cover with glass-fiber-fabric is overall at each seam crossing and corner, and coats pasty state layer, and then cover glass-fiber-fabric, and then coat pasty state layer, carry out integral seamless process.Certainly the intensity that this glass fabric of multilayer needs to reach design can be laid in actual applications as required, during specific implementation, after described third time tiled, on its surface completely do not carry out second time and lay glass fabric before solidification, and after described second time lays glass fabric, be positioned at its surface carry out the 4th time and tile.Same construction sequence and method can carry out the laying of more multi-layered glass fabric, can set during embody rule according to the needs of site operation.
After this construction technology, one deck tight " armor " can be formed on construction surface, acid-proof, alkali prevention, anticorrosion, cracking resistance.Through checking its resistant to chemical media corrosive nature, at the sulfuric acid of 60%, the hydrochloric acid of 60%, the sodium hydroxid immersion value of 50% reaches hardness Barcol 58, the high standard of hot strength 72.The determination principle of hardening time: the size according to the temperature of site environment, temperature and construction area is determined; The control of hardening time is controlled by the ratio change of curing compound and catalyzer.Hardening time, general specifications was within 15-30 minute.So whole work progress will note being connected of speed and each step, construction worker must carry out a period of time special training, disorderly well-regulatedly soon and not completes various step.After this anticorrosion construction of waterproof layer completes, after this anticorrosion waterproofing course natural air drying, namely can carry out other construction operations at an upper portion thereof.
In a word, a kind of ground provided by the application is without the anticorrosion Waterproof Construction Technique of seam, the material used has stronger adhesive power, the anticorrosion waterproof mask that construction is formed with or without seam, without sand holes, leakproof, without coming off, life-span long, cracking resistance by force, the advantage such as flexible of constructing.One deck tight " armor " can be formed on construction surface, acid-proof, alkali prevention, anticorrosion, cracking resistance after having constructed.The present invention has broken through the technical barrier of the anticorrosion waterproofing materials cracking resistance difference of ground and construction in the past, really realizes without seam, without sand holes, without coming off, thoroughly solving a ground water leakage difficult problem, has filled up this field domestic blank.
It should be noted that, in this article, the such as relational terms of first and second grades and so on is only used for an entity or operation to separate with another entity or operating space, and not necessarily requires or imply the relation that there is any this reality between these entities or operation or sequentially.And, term " comprises ", " comprising " or its any other variant are intended to contain comprising of nonexcludability, thus make to comprise the process of a series of key element, method, article or equipment and not only comprise those key elements, but also comprise other key elements clearly do not listed, or also comprise by the intrinsic key element of this process, method, article or equipment.When not more restrictions, the key element limited by statement " comprising ... ", and be not precluded within process, method, article or the equipment comprising described key element and also there is other identical element.
The foregoing is only preferred embodiment of the present invention, be not intended to limit protection scope of the present invention.All any amendments done within the spirit and principles in the present invention, equivalent replacement, improvement etc., be all included in protection scope of the present invention.
Claims (9)
1. ground is without the anticorrosion Waterproof Construction Technique of seam, it is characterized in that, described technique comprises the following steps:
Foundation surface process: the earthwork process compacting of original for described ground place is ensured that its surfacing forms pending basal plane;
First time bottoming: get compound unsaturated-resin 50 ~ 70 parts, organic solvent 5 ~ 10 parts, 3 ~ 6 parts, curing compound, catalyzer 2 ~ 4 parts mix obtained bottoming liquid, described bottoming liquid uniform spreading is located at described pending base surface and forms confining bed;
Second time bottoming: get compound unsaturated-resin 50 ~ 70 parts, organic solvent 5 ~ 10 parts, 3 ~ 6 parts, curing compound, catalyzer 2 ~ 4 parts, 30 ~ 45 parts, the pulvis with resistive connection performance, glass fiber 10 ~ 15 parts mix obtained paste-like preparation, before treating that described confining bed does not solidify completely, described paste-like preparation uniform spreading is located at described confined layer surface and forms pasty state bottom;
First time lay glass fabric: treat described pasty state bottom completely solidification before, get glass fabric and be layed in described pasty state bottom top and strike off, guarantee described glass fabric and described pasty state lower layer contacts complete;
Third time tiling: get described paste-like preparation, before treating that described pasty state bottom does not solidify completely, uniform spreading is located at described glass fabric surface and is struck off.
2. technique according to claim 1, it is characterized in that, after described third time tiled, do not carry out second time before solidification completely on its surface and lay glass fabric, and after described second time lays glass fabric, be positioned at its surface carry out the 4th time and tile.
3. technique according to claim 1, is characterized in that, gets compound unsaturated-resin 60 parts, organic solvent 8 parts, 4 parts, curing compound, catalyzer 3 parts mix obtained bottoming liquid in described first time bottoming step.
4. technique according to claim 1, it is characterized in that, in described second time bottoming step, get compound unsaturated-resin 60 parts, organic solvent 8 parts, 4 parts, curing compound, catalyzer 3 parts, 40 parts, the pulvis with resistive connection performance, glass fiber 12 parts mix obtained paste-like preparation.
5. technique according to claim 1, is characterized in that, described glass fabric is the alkali-free glass fiber cloth through lixiviating process.
6. the technique according to claim 1 to 5 any one, is characterized in that, described glass fabric is irregularly shaped glass fabric, and it is obtain according to the cutting of described pending basal plane shape.
7. the technique according to claim 1 to 5 any one, is characterized in that, described compound unsaturated-resin is the compound unsaturated-resin being added with nano-scale carbon fiber.
8. the technique according to claim 1 to 5 any one, is characterized in that, described in there is resistive connection performance pulvis be the pulvis that nanoscale obtained after milled processed has resistive connection performance.
9. the technique according to claim 1 to 5 any one, is characterized in that, described glass fiber is the alkali-free glass fibre silk through lixiviating process.
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| CN201610032991.0A CN105569093A (en) | 2016-01-19 | 2016-01-19 | Foundation seamless corrosion-resistant waterproof construction process |
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| CN201610032991.0A CN105569093A (en) | 2016-01-19 | 2016-01-19 | Foundation seamless corrosion-resistant waterproof construction process |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI714068B (en) * | 2019-04-26 | 2020-12-21 | 慶泰樹脂化學股份有限公司 | Building foundation waterproof construction method |
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