CN105174857A - Fiber concrete prefabrication member - Google Patents
Fiber concrete prefabrication member Download PDFInfo
- Publication number
- CN105174857A CN105174857A CN201510368902.5A CN201510368902A CN105174857A CN 105174857 A CN105174857 A CN 105174857A CN 201510368902 A CN201510368902 A CN 201510368902A CN 105174857 A CN105174857 A CN 105174857A
- Authority
- CN
- China
- Prior art keywords
- parts
- pile
- fibrous concrete
- prefabricated components
- concrete
- 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.)
- Pending
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The present invention discloses a fiber concrete prefabrication member, wherein the problems of easy corrosion, easy cracking, poor fire resistance and the like of the existing concrete prefabrication member are solved with the present invention. The fiber concrete prefabrication member comprises a solid pile formed by a pile body and a tapered pile head, wherein an anticorrosion resin layer is wound on the solid pile, the pile body and the pile head comprise fiber concrete and mutually parallel steel bars in the fiber concrete, and the fiber concrete comprises the following raw materials by weight: 300-500 parts of cement, 600-800 parts of sand, 700-900 parts of aggregate, 15-25 parts of steel fibers or carbon fibers, 10-20 parts of Ethylene propylene rubber, 2-5 parts of phenol, 2-5 parts of polyvinyl alcohol, 2-5 parts of acetic ester, 15-50 parts of a water reducer, 15-50 parts of an anti-rust agent, and 30-100 parts of slag.
Description
Technical field
The present invention relates to a kind of prefabricated components, specifically, relate to a kind of fibrous concrete prefabricated components.
Background technology
Concrete, referred to as " concrete ": refer to the general designation being cemented to overall engineered composite material by gelling material by gathering materials.Usually concrete one word said refers to makes gelling material with cement, and sand, masonry gather materials; Coordinate by a certain percentage with water (can contain admixture and adulterant), the cement concrete obtained through stirring, also claims normal concrete, and it is widely used in civil engineering work.In prior art, prefabricated components use the normal concrete production cycle long, easy to crack.Due to, fibrous concrete can well inhibit carrying out of crack and can improve the multiple performance of concrete, so fibrous concrete is the effective ways improving concrete stress performance.At present, many employing Single Fiber material concrete in practical application, its reinforced effects is not good enough.On the other hand, the antiseptic power of existing concrete prefabricated components is poor, and product is short for work-ing life, and shock resistance is weak.
Summary of the invention
The object of the invention is to overcome above-mentioned defect, provide a kind of and realize conveniently, production cost is low, the fibrous concrete prefabricated components of environmental protection.
To achieve these goals, the technical solution used in the present invention is as follows:
A kind of fibrous concrete prefabricated components, comprise the solid pile be made up of pile body and the pile crown in vertebra shape, described solid pile are wound with anti-corrosion resin layer, and described pile body and pile crown are by the reinforcing bar composition be parallel to each other in fibrous concrete and fibrous concrete; Described fibrous concrete is made up of the raw material of following weight part:
Preferably, described fibrous concrete is made up of the raw material of following weight part:
Further, described pile body and pile crown are also provided with epoxy resin protective layer.
Further, described cement is one or more compositions in silicate cement, high-alumina cement, phosphate cement.
Further, the rubble of described aggregate to be particle diameter be 10-20mm, the fineness modulus of described sand is 2.7.
Further, the outer wall of described solid pile is carved with some netted grooves, the outer wall of described solid pile is socketed with the fastening net be close to its outer wall, described fastening net is arranged in described groove.
Compared with prior art, the present invention has following beneficial effect:
(1) fibrous concrete of the present invention can prevent concrete cracking, improves concrete flexural strength and toughness, the fracture width of restriction, the be full of cracks of opposing concrete surface and antiknock fire resistance property.
(2) the present invention is provided with epoxy resin protective layer, adds the tension of solid pile, wear resistance.
(3) the present invention is added with rust inhibitor, water reducer in fibrous concrete, meanwhile, solid pile is also provided with anti-corrosion resin layer, can effectively avoid prefabricated components to be corroded, and improves the antiseptic power of prefabricated components.
(4) some netted grooves are carved with in the present invention on prefabricated components, be provided with fastening net, can improve the anti-pressure ability of prefabricated components in groove, extend the work-ing life of product.
Embodiment
Below in conjunction with embodiment, the invention will be further described, and embodiments of the present invention include but not limited to the following example.
Embodiment 1
Present embodiments provide a kind of fibrous concrete prefabricated components, comprise the solid pile be made up of pile body and the pile crown in vertebra shape, solid pile is wound with anti-corrosion resin layer, and the thickness of anti-corrosion resin layer is less than 1mm.In order to improve tension and the wear resistance of solid pile, the present embodiment is also provided with epoxy resin protective layer on pile body and pile crown, and the thickness of epoxy resin layer is 1-3mm, determines according to concrete operating mode or application demand; Further, the present embodiment is carved with some netted grooves on the outer wall of solid pile, and based on the groove that this is netted, the present embodiment is socketed with the fastening net be close to its outer wall on the outer wall of solid pile, in the groove that fastening net is arranged on.The anti-pressure ability of prefabricated components can be improved by above-mentioned setting, extend the work-ing life of product.
In the present embodiment, pile body and pile crown are by the reinforcing bar composition be parallel to each other in fibrous concrete and fibrous concrete, wherein, reinforcing bar is deformed bar, it adopts common grade III steel muscle to carry out low-stress stretch-draw, stretching force is 0.6 times of regular reinforcement, thereby reduces the additional prestressing that prestress increases solid pile, and its anti-seismic performance is good.
In the present embodiment, pile body and pile crown adopt fibrous concrete, it utilizes fibrous concrete to prevent concrete cracking, High anti bending strength, toughness are large, effectively can resist concrete surface be full of cracks and antiknock fire resistance property, improve the quality product of prefabricated components thus, specifically, fibrous concrete is made up of the raw material of following weight part:
Above-mentioned materials is existing common material, is beneficial to construction in enormous quantities, can be widely used in the concrete structure in the fields such as building, water conservancy, municipal traffic.
Wherein, the further preferred embodiment of each component is as follows:
Cement is one or more compositions in silicate cement, high-alumina cement, phosphate cement, cement mark preferably 32.5 or 42.5.The rubble of aggregate to be particle diameter be 10-20mm, rubble containing component not higher than 5%, the fineness modulus of sand is 2.7, and the length of steel fiber or carbon fiber is 3-8 millimeter.
In the present embodiment, the preparation method of fibrous concrete is consistent with conventional concrete preparation method, is not both, and in order to make fibrous concrete reach degree of compactness, churning time is 2.5 ~ 3.0min, meanwhile, guarantees to stir unanimously.And necessary water seasoning more than two weeks after its initial set, to ensure the development of concrete strength, the generation of crack preventing, affects its performance.
Embodiment 2
The difference of the present embodiment and embodiment 1 is, the composition of fibrous concrete is different, and specifically, fibrous concrete is made up of the raw material of following weight part:
Embodiment 3
The difference of the present embodiment and embodiment 1 is, the composition of fibrous concrete is different, and specifically, fibrous concrete is made up of the raw material of following weight part:
According to above-described embodiment, just the present invention can be realized well.What deserves to be explained is; under prerequisite based on above-mentioned principle of design; for solving same technical problem; even if some making on architecture basics disclosed in this invention are without substantial change or polishing; the essence of the technical scheme adopted is still the same with the present invention, therefore it also should in protection scope of the present invention.
Claims (6)
1. fibrous concrete prefabricated components, it is characterized in that, comprise the solid pile be made up of pile body and the pile crown in vertebra shape, described solid pile is wound with anti-corrosion resin layer, described pile body and pile crown are by the reinforcing bar composition be parallel to each other in fibrous concrete and fibrous concrete; Described fibrous concrete is made up of the raw material of following weight part:
2. a kind of fibrous concrete prefabricated components according to claim 1, it is characterized in that, described fibrous concrete is made up of the raw material of following weight part:
3. a kind of fibrous concrete prefabricated components according to claim 1 and 2, is characterized in that, described pile body and pile crown are also provided with epoxy resin protective layer.
4. a kind of fibrous concrete prefabricated components according to claim 1 and 2, is characterized in that, described cement is one or more compositions in silicate cement, high-alumina cement, phosphate cement.
5. a kind of fibrous concrete prefabricated components according to claim 1 and 2, is characterized in that, the rubble of described aggregate to be particle diameter be 10-20mm, the fineness modulus of described sand is 2.7.
6. a kind of fibrous concrete prefabricated components according to claim 1 and 2, it is characterized in that, the outer wall of described solid pile is carved with some netted grooves, the outer wall of described solid pile is socketed with the fastening net be close to its outer wall, described fastening net is arranged in described groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510368902.5A CN105174857A (en) | 2015-06-26 | 2015-06-26 | Fiber concrete prefabrication member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510368902.5A CN105174857A (en) | 2015-06-26 | 2015-06-26 | Fiber concrete prefabrication member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105174857A true CN105174857A (en) | 2015-12-23 |
Family
ID=54897390
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510368902.5A Pending CN105174857A (en) | 2015-06-26 | 2015-06-26 | Fiber concrete prefabrication member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105174857A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105859217A (en) * | 2016-04-11 | 2016-08-17 | 江苏建筑职业技术学院 | Anti-knock high-toughness concrete |
| CN105948667A (en) * | 2016-05-16 | 2016-09-21 | 句容联众科技开发有限公司 | Concrete for steel works |
| CN107673674A (en) * | 2017-10-24 | 2018-02-09 | 潍坊友容实业有限公司 | Loss prevention cement prefab for salt-soda soil supply and discharge drainage facility |
| CN108487225A (en) * | 2018-04-03 | 2018-09-04 | 中国矿业大学 | A kind of fiber reinforcement confinement tube rubble pressure bearing pile and preparation method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001270763A (en) * | 2000-03-29 | 2001-10-02 | Taiheiyo Cement Corp | Pressure-receiving plate |
| CN103524096A (en) * | 2013-09-28 | 2014-01-22 | 张家港市山牧新材料技术开发有限公司 | Fiber concrete |
| CN103806445A (en) * | 2014-03-10 | 2014-05-21 | 威海市水利岩土工程有限公司 | High-performance low-prestress concrete solid square pile |
| CN104389306A (en) * | 2014-11-03 | 2015-03-04 | 威海齐德新型建材有限公司 | Low-prestress prefabricated concrete solid pile |
-
2015
- 2015-06-26 CN CN201510368902.5A patent/CN105174857A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001270763A (en) * | 2000-03-29 | 2001-10-02 | Taiheiyo Cement Corp | Pressure-receiving plate |
| CN103524096A (en) * | 2013-09-28 | 2014-01-22 | 张家港市山牧新材料技术开发有限公司 | Fiber concrete |
| CN103806445A (en) * | 2014-03-10 | 2014-05-21 | 威海市水利岩土工程有限公司 | High-performance low-prestress concrete solid square pile |
| CN104389306A (en) * | 2014-11-03 | 2015-03-04 | 威海齐德新型建材有限公司 | Low-prestress prefabricated concrete solid pile |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105859217A (en) * | 2016-04-11 | 2016-08-17 | 江苏建筑职业技术学院 | Anti-knock high-toughness concrete |
| CN105948667A (en) * | 2016-05-16 | 2016-09-21 | 句容联众科技开发有限公司 | Concrete for steel works |
| CN107673674A (en) * | 2017-10-24 | 2018-02-09 | 潍坊友容实业有限公司 | Loss prevention cement prefab for salt-soda soil supply and discharge drainage facility |
| CN108487225A (en) * | 2018-04-03 | 2018-09-04 | 中国矿业大学 | A kind of fiber reinforcement confinement tube rubble pressure bearing pile and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Behbahani et al. | Steel fiber reinforced concrete: a review | |
| Peyvandi et al. | Enhancement of the structural efficiency and performance of concrete pipes through fiber reinforcement | |
| CN106396548A (en) | Impact-resistant and corrosion-proof cement-based composite material and preparation method thereof | |
| CN110282935A (en) | A kind of fiber reinforcement type concrete and preparation method thereof | |
| CN107447646B (en) | Preparation method of steel-continuous fiber composite bar ECC-concrete composite column/pier | |
| CN105174857A (en) | Fiber concrete prefabrication member | |
| CN101224968A (en) | Marine durable cement concrete | |
| CN104876474A (en) | Bridge deck slab waterborne polyurethane polymer concrete and preparation method thereof | |
| CN102503317B (en) | High-dopant slurry-infiltrated fibrous concrete filled ultralong steel tube arch high-strength concrete and preparation method thereof | |
| CN107488018A (en) | A kind of sulphoaluminate cement base superelevation ductility concrete and preparation method thereof | |
| CN109133774A (en) | Microdilatancy type assembled architecture ultrahigh-performance cement-based grouting material and preparation method | |
| CN108894432A (en) | A kind of very-high performance steel fiber concrete pipe constraint regeneration monolith column | |
| CN102912937A (en) | Embedded type steel high-ductility fiber concrete combination column | |
| CN100434382C (en) | Plastic anti-crack modified fiber of cement-based material and prepn. process | |
| CN102888946B (en) | Steel pipe high-elongation fiber concrete combined column | |
| CN108249854B (en) | Seawater-stirred fiber-reinforced cement-based ultra-high-ductility concrete and preparation thereof | |
| CN102898103A (en) | Section steel high-ductility fiber concrete combined column | |
| CN113482143A (en) | Building structure and method built by tensile steel fiber concrete | |
| JP2011084458A (en) | Cement composition | |
| CN102912892B (en) | High-ductility fiber concrete combined brick masonry wall and method for constructing same | |
| Lu et al. | Bond durability of FRP bars and seawater–sea sand–geopolymer concrete: Coupled effects of seawater immersion and sustained load | |
| CN102912893B (en) | High-ductility fiber concrete combination block masonry wall and construction method thereof | |
| KR100941932B1 (en) | Reinforcing compositions with no-rebounds for concrete structures and its reinforcing method using the structures and deterioration-preventiong coation materials | |
| KR20040079629A (en) | Manufacturing Method of High Ductility Cement Based Reinforced with Shot Fibers | |
| CN101037315A (en) | Steel fiber concrete with super high pump-conveying property |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20151223 |
|
| RJ01 | Rejection of invention patent application after publication |