CN211421091U - Coconut husk fiber adds muscle foundation - Google Patents
Coconut husk fiber adds muscle foundation Download PDFInfo
- Publication number
- CN211421091U CN211421091U CN201921268319.7U CN201921268319U CN211421091U CN 211421091 U CN211421091 U CN 211421091U CN 201921268319 U CN201921268319 U CN 201921268319U CN 211421091 U CN211421091 U CN 211421091U
- Authority
- CN
- China
- Prior art keywords
- foundation
- soil
- coconut
- fiber
- coconut husk
- 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
Links
- 239000000835 fiber Substances 0.000 title claims abstract description 45
- 235000013162 Cocos nucifera Nutrition 0.000 title claims abstract description 41
- 244000060011 Cocos nucifera Species 0.000 title claims abstract description 41
- 239000010903 husk Substances 0.000 title claims abstract description 14
- 210000003205 muscle Anatomy 0.000 title claims abstract description 7
- 239000002689 soil Substances 0.000 claims abstract description 49
- 238000011049 filling Methods 0.000 claims abstract description 23
- 239000000463 material Substances 0.000 claims abstract description 17
- 238000009826 distribution Methods 0.000 claims abstract description 6
- 230000002421 anti-septic effect Effects 0.000 claims description 4
- 239000010426 asphalt Substances 0.000 claims description 4
- 239000003350 kerosene Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 7
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 6
- 235000011941 Tilia x europaea Nutrition 0.000 description 6
- 239000004571 lime Substances 0.000 description 6
- 230000002335 preservative effect Effects 0.000 description 4
- 238000001035 drying Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000003755 preservative agent Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000007605 air drying Methods 0.000 description 1
- 238000009835 boiling Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000010298 pulverizing process Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
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Abstract
The utility model discloses a coconut husk fiber adds muscle foundation should add the muscle foundation including filling out soil and burying underground in the reinforced material who fills out soil, wherein, reinforced material is coconut husk fiber, coconut husk fiber with fill out soil and evenly mix. The coconut fiber is natural, pollution-free and degradable, and is beneficial to environmental protection of the reinforced foundation. The coconut husk fiber and the filling soil are uniformly mixed and paved in the soil body, the overall structure strength of the soil body can be improved, the stress distribution of the soil body is improved, the bearing capacity of the foundation is improved, and the foundation deformation is reduced.
Description
Technical Field
The utility model belongs to the technical field of civil engineering technique and specifically relates to a coconut husk fiber adds muscle foundation.
Background
The natural soil body is in a granular state and cannot bear tension, the fiber reinforced soil is formed by doping synthetic soil engineering fibers into the soil body, the lateral deformation of the soil body is restrained by utilizing the interaction relation between the soil engineering fibers and the soil, and the tensile strength and the bearing capacity of the soil body are improved. However, the traditional geotextile fiber foundation has relatively high manufacturing cost, is not easy to degrade, has great influence on the environment, and is not beneficial to environmental protection and sustainable development. Therefore, the design of an environment-friendly and pollution-free reinforced foundation is an urgent need.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a coconut husk fiber adds muscle ground to solve the problem that the background art provided.
In order to solve the technical problem, the utility model provides a following technical scheme:
the coconut shell fiber reinforced foundation comprises filling soil and a reinforced material buried in the filling soil, and is characterized in that the reinforced material is coconut shell fiber.
Preferably, the reinforced material is air-dried coconut shell fiber.
Preferably, the reinforced material is coconut shell fiber which is subjected to air drying and antiseptic treatment by using kerosene and asphalt mixed liquor.
Preferably, the filling soil is fine soil mixed with lime in a ratio of 1: 10 by mass.
Preferably, the fine soil is prepared by drying and pulverizing soil excavated in a construction area of the foundation.
Preferably, the filling soil is coarse-grained soil with the particle diameter not more than 20 mm.
Preferably, the coconut fibers are uniformly mixed with the filling.
Preferably, the mass ratio of the reinforced material to the filling soil is 0.3-0.6: 100.
The distribution of the coconut fibers in the filling is random.
Compared with the prior art, the utility model discloses the beneficial effect who reaches is:
(1) the coconut fiber is natural, pollution-free, degradable, green and environment-friendly;
(2) the coconut shell fiber has strong toughness, high strength, wide source and low cost, and can reduce the manufacturing cost of the reinforced foundation;
(3) the processing difficulty is low;
(4) the coconut husk fiber and the filling soil are uniformly mixed and paved in the soil body, the overall structure strength of the soil body can be improved, the stress distribution of the soil body is improved, the bearing capacity of the foundation is improved, and the foundation deformation is reduced.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic structural view of a coconut fiber reinforced foundation of the present invention;
the construction method comprises the following steps of construction soil 1, a building foundation 2, filling 3, coconut fiber 4 and a reinforced foundation 5.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1
Referring to fig. 1, the present embodiment provides a coconut fiber reinforced foundation 5, which is buried in a construction soil 1, and a building foundation 2 can be laid above the foundation. The coconut shell fiber reinforced foundation comprises filling 3 and a reinforced material buried in the filling, wherein the reinforced material is coconut shell fiber 4, and the coconut shell fiber and the reinforced material are uniformly mixed according to the mass ratio of 0.3-0.6: 100. The coconut fiber is air-dried and subjected to antiseptic treatment so as to improve the quality of the foundation. Preferably, the mixture of kerosene and asphalt with the temperature of more than 200 ℃ is boiled for 2 hours for antiseptic treatment.
Further, the filling is fine soil and lime in a ratio of 1: 10, the fine soil is made by drying and crushing the soil excavated in the foundation construction area for cost saving, and the filling soil can be coarse soil with a particle diameter not more than 20mm in other embodiments.
Further, the distribution of the coconut fibers in the filling is random. The uniform stirring is randomly distributed, and the random distribution can better embody the reinforcement effect.
In the method, the manufacturing process of the coconut shell fiber reinforced foundation is as follows:
1. making reinforced material
Selecting the coconut fiber with a better length of 1-8 cm, and boiling the coconut fiber for 2 hours by using kerosene and asphalt mixed liquor with the temperature of more than 200 ℃ to achieve the anti-corrosion treatment of the coconut fiber. In other embodiments, a proper preservative treatment technology can be selected according to the properties of the coconut fibers, the preservative cost, the preservative effect, the influence of preservative materials on the environment and other factors.
2. Making fill
The filling adopts fine soil. And drying and crushing the soil excavated in the foundation construction area to obtain fine soil. Then evenly mixing the lime with lime to form lime soil, wherein the mass ratio of the lime to fine soil is 1: 10. in other embodiments, the filling soil can also adopt coarse-grained soil, preferably sandy soil with the grain size not exceeding 20 mm.
3. Making reinforced earth
The coconut shell fibers subjected to the corrosion prevention treatment, namely the reinforced material, and the prepared filling soil are uniformly mixed according to the mass ratio of (0.3-0.6) to 100 so as to achieve the best reinforcement effect.
4. Foundation backfill
And (3) backfilling the prepared reinforced soil in a foundation construction area layer by layer, tamping the reinforced soil to 93% compaction degree by adopting a handheld vibration hammer when the reinforced soil with the thickness of 150mm is filled, and repeating the steps until the designed elevation is reached, so that the reinforced foundation is formed.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The utility model provides a coconut husk fiber adds muscle foundation, is including filling up and burying the reinforced material in filling up underground, its characterized in that, reinforced material is coconut husk fiber, coconut husk fiber with fill up the soil and evenly mix.
2. The coconut shell fiber reinforced foundation of claim 1, wherein the reinforced material is air-dried coconut shell fiber.
3. The coconut shell fiber reinforced foundation of claim 2, wherein the reinforced material is air-dried and subjected to antiseptic treatment by using kerosene and asphalt mixture.
4. A coconut shell fiber reinforced foundation as claimed in claim 1, wherein the filling is coarse soil with particle diameter not more than 20 mm.
5. A coconut husk fiber reinforced foundation according to any one of claims 1 to 3, wherein the distribution of the coconut husk fiber in the filling is random.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921268319.7U CN211421091U (en) | 2019-08-07 | 2019-08-07 | Coconut husk fiber adds muscle foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921268319.7U CN211421091U (en) | 2019-08-07 | 2019-08-07 | Coconut husk fiber adds muscle foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211421091U true CN211421091U (en) | 2020-09-04 |
Family
ID=72245385
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921268319.7U Expired - Fee Related CN211421091U (en) | 2019-08-07 | 2019-08-07 | Coconut husk fiber adds muscle foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211421091U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114753201A (en) * | 2022-04-11 | 2022-07-15 | 湖北工业大学 | Coconut shell fiber and coconut shell geotextile composite reinforced expansive soil roadbed and construction method thereof |
-
2019
- 2019-08-07 CN CN201921268319.7U patent/CN211421091U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114753201A (en) * | 2022-04-11 | 2022-07-15 | 湖北工业大学 | Coconut shell fiber and coconut shell geotextile composite reinforced expansive soil roadbed and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200904 |