CN2320660Y - Dyke core stone structure for engineering - Google Patents
Dyke core stone structure for engineering Download PDFInfo
- Publication number
- CN2320660Y CN2320660Y CN 97228569 CN97228569U CN2320660Y CN 2320660 Y CN2320660 Y CN 2320660Y CN 97228569 CN97228569 CN 97228569 CN 97228569 U CN97228569 U CN 97228569U CN 2320660 Y CN2320660 Y CN 2320660Y
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- CN
- China
- Prior art keywords
- box culvert
- engineering
- discarded object
- stone structure
- waterstop
- 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.)
- Expired - Fee Related
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Abstract
The utility model relates to a dyke core stone structure for engineering, particularly a dyke core stone structure which is suitable for dikes, sea dikes, road beds and other engineering construction materials. Ordinary granular domestic waste, industrial waste, sludge, etc. are arranged in a precast concrete box culvert directly by the operation of solidifying agents after sorted, broken, mixed, compressed and recrushed. Exposed colloidal water stop ties are embedded in the periphery of the box culvert opening, and can be embedded and combined into integration completely when concrete is cast and capped.
Description
The utility model relates to dyke core stone structure that a kind of engineering uses and refers to especially a kind ofly be set as very succinctly, extremely easy to use, can make the processing of general discarded object not only be able to effective solution, reaches certain effect of improving environmental issue.Simultaneously, more causing discarded object has the regeneration effect, builds the material use and be suitable for the public journey of general river levee, sea wall and roadbed.
Even during engineerings such as general construction river levee, river levee sea reclamation, littoral except outer most edge is furnished with Wave-dissipating block, around this dike be all be coated with big and small stone as the dike heart, cause the engineering of construction to have more steadiness and safety; When construction transportation system was desired at comparatively soft geology place, on the whole the construction of its roadbed also was to be equipped with various big and small stones, made the firm effect of row; Undeniable, be to plant the mode of stone that directly cover as the dike heart and abundant roadbed, the intensity that can cause the construction engineering really reaches the required target of expection, even and be the most general modes of engineering application such as present construction river levee, river levee sea reclamation, roadbed paving, yet, these are in the mode of stone as the dike heart and roadbed, no doubt has usefulness, but its grade non-inexhaustible, use not to the utmost, especially, for scheme convenient with make profit What is more in non-minery a large amount of illegal mining sand, stone, and then the heavy damage ecological environment is even jeopardize region security.When the every major works of construction, under the prerequisite that does not influence the engineering quality, the use amount of stone is effectively reduced, be that current utmost point desire is paid attention to and the problem of thinking in fact.
Again, general family discarded object, cause discarded object and mud .... the mode that the like waste is handled, nothing more than being with incineration or burying, though and these modes have seasonable effect, but if deal with improperly, desire very easily to cause various environmental protection fights or secondary pollution problem on the practice, how to make the processing of discarded object open an approach more, improving environmental issue, is as the nearly task of top priority.
The utility model purpose, the dyke core stone structure that provides a kind of engineering to use is provided, wherein, this discarded object is gone through classification, broken, stir, high pressure compressed and after fragmentation is graininess again, can see through the running of curing compound, and in the cemented strong concrete box culvert that is incorporated into a precasting, and be to preset one and expose suitable high colloid waterstop around this box culvert mouth to bury shape underground, after then implementing concrete casting and adding a cover packing, the discarded object of the latent fully envelope of this quilt not only can with the concrete box culvert shape that is combined into one, use as dike cardiolith material, especially, this box culvert mouth, the place, Yi Sheng crack of lid new-old concrete handing-over more can connect airtight by waterstop, and reach the effect that anti-sealing liquid infiltrates and discarded object exosmoses really.
Another purpose of the present utility model, the dyke core stone structure that provides a kind of engineering to use is provided, wherein, this family's discarded object of mat, the cause discarded object, mud .... the like waste, going through every classification, broken, stir, high pressure compressed is high density and after fragmentation is graininess etc. and handles again, be to cooperate by the running of curing compound, and be combined into one with the reinforced concrete box culvert of a precasting, and after adding a cover, this box culvert discarded object can be given latent fully envelope again, and the dike cardiolith material of using as engineering is used, then not only having on the implementation and handle the effect that discarded object improves environmental issue, simultaneously, also is to have the purpose of killing two birds with one stone that makes castoff regenerative utilize effect.
Of the present utility modelly advance a purpose, be to provide a kind of be set as very succinct, extremely easy to use, can make the processing of general discarded object not only be able to effective solution, reach certain effect of improving environmental issue, simultaneously, more causing discarded object has the regeneration effect, and the utmost point is suitable for general river levee, river levee and subgrade construction and builds material and use.
The dyke core stone structure that provides a kind of engineering to use is provided the technical solution of the utility model, it is characterized in that: be provided with one and cast the reinforced concrete box culvert of setting size in advance, around the box culvert mouth is to be equipped with a colloid waterstop that exposes to bury the shape ring underground, in box culvert be filled with go through classification, stirring, high pressure compressed be high density and again fragmentation be graininess, and again by the discarded object of the cemented shape that is combined into one of curing compound, and box culvert mouth position, the surface of the discarded object after curing, other is covered with the reinforced concrete earth mulch, and waterstop is that rank is established and connected airtight in each other.
The technical solution of the utility model also is to provide the section of this colloid waterstop, is that a plurality of clip flanges are preset in planning.
The utility model compared with the prior art advantage and good effect is very obvious, advantage of the present utility model as shown from the above technical solution is: by the above-mentioned the utility model dike cardiolith that constitutes, because this goes through the useless thing that fills after every processing and the high pressure compressed, directly forming integrated with the box culvert 10 (contain and cover 13) of steel concrete combines, and cause integral intensity, weight all can reach the setting value of the general stone that matches in excellence or beauty, then not only can directly replace general construction river levee on the implementation, the stone that the sea wall dike heart and abundant roadbed are used, simultaneously, more can use some discarded objects of digestion, and reach the purpose of killing two birds with one stone that environmental protection and economy can be taken into account.
And have that the utmost point accords with that general construction river is smooth, the usefulness of dealing with problems of engineering such as sea wall or roadbed and offal treatment running actual needs provides, though it is complicated, loaded down with trivial details that its device, structure do not seem, so, the dark well-off specifics of executing of whole running imagination, and be the utilization that present homotype product is not seen.
The dyke core stone structure of a kind of engineering of the utility model being used by most preferred embodiment is elaborated with reference to the accompanying drawings.
In the accompanying drawing:
Fig. 1 is the cross-sectional schematic that the utility model box culvert and discarded object are combined into one.
Fig. 2 is the cross-sectional schematic that the utility model box culvert is added a cover.
At first, see also shown in Fig. 1,2, clear demonstration, the dyke core stone structure that a kind of engineering of the utility model is used comprises the box culvert 10 of casting preliminary dimension, it is to constitute with concrete that this box culvert 10 removes, and be laid with the reinforcing bar 101 of predetermined quantity, be combined into high strength all around, and around the box culvert mouth of upper end, especially be equipped with one and expose suitable high colloid waterstop 11 to bury the shape ring underground, and the reinforcing bar 101 around this and be to expose with suitable height equally; In addition, be to be filled with to go through the discarded object 12 that high pressure compressed is handled in box culvert 10, and this discarded object 12 is general family discarded object, cause discarded object and mud ... wait and go through classification, fragmentation, stirring, height and take compression by force and be high density and (promptly be compressed into the density that is about 0.8-1.2, density greater than seawater) and after fragmentation is graininess again, see through the curing compound running again and the cemented box culvert 10 that is incorporated into, and make mutual formation integrated; Again, after discarded object 12 solidified, 10 places were laid with reinforcing bar 102 in addition at the box culvert mouth, and these reinforcing bars 102 and be with box culvert 10 around the reinforcing bar 101 that exposes interconnect and set firmly, can implement to add a cover 13 to box culvert mouth 10 with concrete again, and give the latent fully envelope of row solidifying in interior discarded object 12; Wherein, because aforementioned box culvert mouth 10 waterstop 11 all around that is embedded in advance exposes with suitable high shape, so when concrete is implemented as cover 13, these waterstops that expose 11 are located between box culvert mouth and the lid from can directly holding in the mouth, make general concrete new, Yi Sheng crack, old junction, easily infiltrate and cause water liquid, and discarded object 12 is subjected to infiltrate immersion for a long time, give row elimination fully and easily waste liquid is oozed out the shortcoming that produces secondary pollution, especially, utilize the section of this waterstop 11 to preset a plurality of clip flanges 111, then these waterstop 11 integral intensity not only can be used reinforcement and improve really, simultaneously, more can use and box culvert mouth 10, lid 13 concrete does that more shape is certain, firm clip, set firmly effect, guarantee to connect airtight leakproof.
Claims (2)
1, the dyke core stone structure used of a kind of engineering, it is characterized in that: be provided with one and cast the reinforced concrete box culvert of setting size in advance, around the box culvert mouth is to be equipped with a colloid waterstop that exposes to bury the shape ring underground, in box culvert be filled with go through classification, stirring, high pressure compressed be high density and again fragmentation be graininess, and again by the discarded object of the cemented shape that is combined into one of curing compound, and box culvert mouth position, the surface of the discarded object after curing, other is covered with the reinforced concrete earth mulch, and waterstop is that rank is established and connected airtight in each other.
2, the dyke core stone structure used of engineering as claimed in claim 1 is characterized in that, the section of this colloid waterstop is that a plurality of clip flanges are preset in planning.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 97228569 CN2320660Y (en) | 1997-10-13 | 1997-10-13 | Dyke core stone structure for engineering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 97228569 CN2320660Y (en) | 1997-10-13 | 1997-10-13 | Dyke core stone structure for engineering |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2320660Y true CN2320660Y (en) | 1999-05-26 |
Family
ID=33941703
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 97228569 Expired - Fee Related CN2320660Y (en) | 1997-10-13 | 1997-10-13 | Dyke core stone structure for engineering |
Country Status (1)
Country | Link |
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CN (1) | CN2320660Y (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101205724B (en) * | 2006-12-19 | 2010-09-15 | 朴斗绪 | Prefabricated concrete box culvert using grouting method and bidirectional anchoring system as well as mounting structure and method thereof |
CN101566686B (en) * | 2008-04-24 | 2011-09-07 | 中国神华能源股份有限公司 | Method for precisely controlling section of underwater dike core stones |
CN104018436A (en) * | 2014-05-07 | 2014-09-03 | 四川华西绿舍建材有限公司 | Prefabricated box culvert system and installation method thereof |
-
1997
- 1997-10-13 CN CN 97228569 patent/CN2320660Y/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101205724B (en) * | 2006-12-19 | 2010-09-15 | 朴斗绪 | Prefabricated concrete box culvert using grouting method and bidirectional anchoring system as well as mounting structure and method thereof |
CN101566686B (en) * | 2008-04-24 | 2011-09-07 | 中国神华能源股份有限公司 | Method for precisely controlling section of underwater dike core stones |
CN104018436A (en) * | 2014-05-07 | 2014-09-03 | 四川华西绿舍建材有限公司 | Prefabricated box culvert system and installation method thereof |
CN104018436B (en) * | 2014-05-07 | 2018-02-09 | 四川华西绿舍建材有限公司 | Prefabricated box culvert system and its installation method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |