CN106918383A - It is provided with the electronic vehicle weighing apparatus of steel fiber reinforced concrete skid resistant course - Google Patents
It is provided with the electronic vehicle weighing apparatus of steel fiber reinforced concrete skid resistant course Download PDFInfo
- Publication number
- CN106918383A CN106918383A CN201710231440.1A CN201710231440A CN106918383A CN 106918383 A CN106918383 A CN 106918383A CN 201710231440 A CN201710231440 A CN 201710231440A CN 106918383 A CN106918383 A CN 106918383A
- Authority
- CN
- China
- Prior art keywords
- steel
- reinforced concrete
- fiber reinforced
- resistant course
- skid resistant
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 111
- 239000010959 steel Substances 0.000 title claims abstract description 111
- 239000011210 fiber-reinforced concrete Substances 0.000 title claims abstract description 59
- 238000005303 weighing Methods 0.000 title claims abstract description 45
- 239000000835 fiber Substances 0.000 claims abstract description 69
- 239000004568 cement Substances 0.000 claims abstract description 28
- 239000004567 concrete Substances 0.000 claims abstract description 25
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims abstract description 22
- 229910052802 copper Inorganic materials 0.000 claims abstract description 22
- 239000010949 copper Substances 0.000 claims abstract description 22
- 239000004743 Polypropylene Substances 0.000 claims abstract description 20
- 229920001155 polypropylene Polymers 0.000 claims abstract description 19
- 239000010881 fly ash Substances 0.000 claims abstract description 18
- 239000004576 sand Substances 0.000 claims abstract description 18
- 229920000642 polymer Polymers 0.000 claims abstract description 17
- 239000000839 emulsion Substances 0.000 claims abstract description 14
- -1 polypropylene Polymers 0.000 claims abstract description 14
- 239000000654 additive Substances 0.000 claims abstract description 13
- 229920006305 unsaturated polyester Polymers 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 10
- 239000011230 binding agent Substances 0.000 claims abstract description 7
- 238000002360 preparation method Methods 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 claims description 11
- 238000010422 painting Methods 0.000 claims description 6
- 239000000853 adhesive Substances 0.000 claims description 5
- 230000001070 adhesive effect Effects 0.000 claims description 5
- 239000012752 auxiliary agent Substances 0.000 claims description 5
- 238000005507 spraying Methods 0.000 claims description 5
- 239000002245 particle Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 229920006337 unsaturated polyester resin Polymers 0.000 claims description 3
- 239000002253 acid Substances 0.000 claims description 2
- 238000007667 floating Methods 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 4
- 238000005345 coagulation Methods 0.000 claims 4
- 239000011435 rock Substances 0.000 claims 1
- 239000007921 spray Substances 0.000 claims 1
- 238000003756 stirring Methods 0.000 claims 1
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 210000000481 breast Anatomy 0.000 description 4
- 150000002148 esters Chemical class 0.000 description 4
- 239000007788 liquid Substances 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000003746 surface roughness Effects 0.000 description 2
- 206010016322 Feeling abnormal Diseases 0.000 description 1
- 229920000180 alkyd Polymers 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000012257 stirred material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01G—WEIGHING
- G01G19/00—Weighing apparatus or methods adapted for special purposes not provided for in the preceding groups
- G01G19/02—Weighing apparatus or methods adapted for special purposes not provided for in the preceding groups for weighing wheeled or rolling bodies, e.g. vehicles
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01G—WEIGHING
- G01G21/00—Details of weighing apparatus
- G01G21/22—Weigh pans or other weighing receptacles; Weighing platforms
Abstract
The present invention provides a kind of on the electronic vehicle weighing apparatus bearing platform surface being made up of steel plate, and one layer of laying is by the blended tack coat and mixed layer for constituting of 8 kinds or more materials in metaphenylene unsaturated polyester (UP), cement, polymer emulsion, concrete additives, rectangle steel fibre, circular copper fiber, polypropylene anticracking fiber, ragstone, medium coarse sand, fly ash material.Preparation method of the invention is：First packed layer surrounding edge 7 is made in weighing platform upper surface, and the surface of steel plate 6 to bearing platform 1 carries out ball blast, simultaneously prepares binding agent 8, rinses the surface of steel plate for being coated in steel fiber reinforced concrete skid resistant course to be laid；Another side utilizes mixing plant, and mixed layer 9 is stirred by each necessary requirement；Mixed layer is mated formation after being stirred on truck scale bearing platform surface and reconditioning is smooth, is maintained by concrete curing requirement.
Description
Technical field
The present invention relates to a kind of improved electronic vehicle weighing apparatus, particularly a kind of electronics for being provided with steel fiber reinforced concrete skid resistant course
Truck scale.
Background technology
Existing electronic vehicle weighing apparatus it is main by bearing platform, weighing sensor, Weighing display device, terminal box, signal line group into,
They are mainly used in weighing automobile carrier on highway.The deficiency that existing electronic vehicle weighing apparatus exist in use is：Claim
Easily there is vehicle and occurs situation about skidding on load-bearing table top when driving towards weighing table and weighing in loaded vehicle, especially it is rainy,
Freezing season, often there is vehicle and skid off load-bearing table top, this brings considerable influence to the work of normal weight metering charging, and there is also
Certain traffic safety hidden danger.Cause the problem main reason is that, the load-bearing table top of vehicle truck scale is by a Large Steel
Plate is constituted, and the coefficient of friction between steel plate and automobile tire is smaller, in the case of especially there are water and ice therebetween,
It is even more so, so being easy to situation about skidding occur.Although existing some anti-skidding technical schemes are proposed, the cloth such as on steel plate
Decorative pattern tread plate, " alkyd resin+fine sand " anti-skid structure etc., although these technical schemes improve the skid resistance of truck scale, but
It is larger to the impact of weighing platform during weighing apparatus that the problem of presence is that automobile is crossed, and it is slower and unstable to read data when truck scale is weighed, influence
The efficiency of weight metering charging.
The content of the invention
It is an object of the present invention to be directed to existing vehicle weigh electronic vehicle weighing apparatus above-mentioned deficiency existing in use,
And propose that a kind of non-skid property is good, the reliable and stable electronic car for being provided with steel fiber reinforced concrete skid resistant course when truck scale is weighed
Weighing apparatus.
The object of the invention, a kind of electronic car for being provided with steel fiber reinforced concrete skid resistant course can be realized by following technical proposals
Weighing apparatus, including bearing platform, pedestal, weighing sensor, Weighing display device, terminal box, holding wire, steel fiber reinforced concrete surrounding edge, it is special
Levy and be, on the bearing platform surface being made up of steel plate, be provided with one layer by metaphenylene unsaturated polyester (UP), cement, polymer emulsion, mixed
In solidifying soil auxiliary agent, rectangle steel fibre, circular copper fiber, polypropylene anticracking fiber, ragstone, medium coarse sand, fly ash material 8
The tack coat and mixed layer of kind or more the blended composition of material.
Wherein, metaphenylene unsaturated polyester (UP) and cement admixture are the interface between steel plate and steel fiber reinforced concrete skid resistant course
Binding agent, binding agent is by weight percentage：Metaphenylene unsaturated polyester (UP) 80~83%；Cement 17~20%.
Wherein, the component of steel fiber reinforced concrete skid resistant course is constituted is by weight percentage：Cement 16~18%；Polymer breast
Liquid 9.5~11%；Concrete additives 0.2~0.3%；Rectangle steel fibre 5~5.5%；Circular copper fiber 10~11.5%；Polypropylene is prevented
Split fiber 0.1~0.12%；Ragstone 26~27%；Medium coarse sand 26~27%；Flyash 4.5~5%.
Wherein, the component of steel fiber reinforced concrete skid resistant course is constituted is by weight percentage：Cement 16~17%；Polymer breast
Liquid 8.5~10%；Concrete additives 0.2~0.3%；Rectangle steel fibre 6~6.5%；Circular copper fiber 9~10.5%；Polypropylene is prevented
Split fiber 0.1~0.12%；Ragstone 52~54%；Flyash 3.5~4%.
Wherein, the component of steel fiber reinforced concrete skid resistant course is constituted is by weight percentage：Cement 14~15%；Polymer breast
Liquid 8.5~10%；Concrete additives 0.2~0.3%；Rectangle steel fibre 7~8.5%；Circular copper fiber 8~8.5%；Polypropylene anticracking
Fiber 0.1~0.12%；Medium coarse sand 52~54%；Flyash 6.5~7%.
Wherein, the component of steel fiber reinforced concrete skid resistant course is constituted is by weight percentage：Cement 18~19%；Polymer breast
Liquid 7.5~9%；Concrete additives 0.2~0.3%；Rectangle steel fibre 8~8.5%；Circular copper fiber 7~8.5%；Polypropylene anticracking
Fiber 0.1~0.12%；Ragstone 26~27%；Medium coarse sand 26~27%；Flyash 2.5~3%；Rectangle steel fibre is that equivalent is straight
Footpath is that 2.5~2.8mm cuts fiber.
Circular copper fiber is diameter 0.6~0.8mm cold-drawn copper wires.
Polypropylene anticracking fiber is tensile strength >=630Mpa acid and alkali-resistance monofilament white fibers.
The particle diameter of ragstone is 2.5mm~4.5mm.
The particle diameter of medium coarse sand is 1.2mm~2.5mm.
Preparation method of the invention is：Steel fiber reinforced concrete filling surrounding edge is first made, and surface of steel plate to bearing platform enters
Row ball blast, it is ensured that surface reaches Ra45-Ra65 without greasy dirt, rusty stain, surface roughness；During construction operation, simultaneously matched somebody with somebody with agitator
Binding agent processed, will load weighted metaphenylene unsaturated polyester resin add cement to be stirred, the material that will be stirred passes through
The mode for spraying or rinsing painting is covered in the surface of steel plate of steel fiber reinforced concrete skid resistant course to be laid；During construction operation, another side profit
With mixing plant, to cement, polymer emulsion, concrete additives, rectangle steel fibre, circular copper fiber, polypropylene anticracking fiber,
Ragstone, medium coarse sand, flyash are thoroughly mixed；During construction operation, it is desirable to 0.5 after spraying or rinsing painting interface adhesive
~2.0 hours, steel fiber reinforced concrete mixing material is laid on the above-mentioned interfacial adhesion of surface of steel plate layer.
Effect of the invention is that：1st, non-skid property is good, and it is in the bearing platform being made up of steel plate that this essentially consists in the present invention
Surface is provided with one layer of mixed layer being made up of interface adhesive and steel fiber reinforced concrete skid resistant course, and the mixed layer has excellent anti-
Slip energy, its pendulum type friction value（Unit：BPN）＞ 35, cornering ratio（Unit：SFC60）＞ 80, much larger than existing electronics vapour
The numerical value of car weighing apparatus（Pendulum type friction value（Unit：BPN）＜ 10, cornering ratio（Unit：SFC60）Nothing）, can well prevent automobile
The situation for skidding or skidding off load-bearing table top occurs, and greatly reduces traffic safety hidden danger；It is 2nd, reliable and stable when truck scale is weighed,
The efficiency and accuracy weighed are improve, the economic benefit of enterprise is improve, this is this truck scale bearing platform mantle friction system
Number is big and smooth, and automobile is in upper smooth ride and easily stops very much, so, be not in read the slower and unstable feelings of data
Condition.
Brief description of the drawings
Accompanying drawing 1 is easy structure schematic diagram of the invention；Accompanying drawing 2 is circuit box structure schematic diagram of the invention.
The present invention is expanded on further with reference to embodiment and accompanying drawing：
Specific embodiment
Embodiment 1, referring to accompanying drawing 1 and accompanying drawing 2, a kind of electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course, it leads
To be made up of bearing platform 1, weighing instrument 2, terminal box 3, holding wire 4, sensor 5.Bearing platform 1 is glued by steel plate 6, coaming plate 7, interface
Knot layer 8, steel fiber reinforced concrete skid resistant course 9 are constituted；The component of interfacial adhesion layer 8 constitutes precentagewise：Metaphenylene is unsaturated poly-
Ester 80~83%；Cement 17~20%；The component of steel fiber reinforced concrete skid resistant course 9 constitutes precentagewise：Cement 16~18%；It is poly-
Compound emulsion 9.5~11%；Concrete additives 0.2~0.3%；Rectangle steel fibre 5~5.5%；Circular copper fiber 10~11.5%；It is poly-
Propylene anticracking fiber 0.1~0.12%；Ragstone 26~27%；Medium coarse sand 26~27%；Flyash 4.5~5%.The present embodiment
Feature is：Coefficient of friction is big, adhered to one another and viscous between steel fiber reinforced concrete skid resistant course and interfacial adhesion layer and steel construction weighing platform face
Knot power is strong and steel fiber reinforced concrete skid resistant course has preferable elasticity, temperature range -30~75 DEG C, it is adaptable to south and north ground
Area.
Embodiment 2, referring to accompanying drawing 1 and accompanying drawing 2, a kind of electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course, it leads
To be made up of bearing platform 1, weighing instrument 2, terminal box 3, holding wire 4, sensor 5.Bearing platform 1 is glued by steel plate 6, coaming plate 7, interface
Knot layer 8, steel fiber reinforced concrete skid resistant course 9 are constituted；The component of interfacial adhesion layer 8 constitutes precentagewise：Metaphenylene is unsaturated poly-
Ester 80~83%；Cement 17~20%；The component of steel fiber reinforced concrete skid resistant course 9 is constituted：Cement 16~
17%；Polymer emulsion 8.5~10%；Concrete additives 0.2~0.3%；Rectangle steel fibre 6~6.5%；Circular copper fiber 9~
10.5%；Polypropylene anticracking fiber 0.1~0.12%；Ragstone 52~54%；Flyash 3.5~4%.The characteristics of the present embodiment
It is：Coefficient of friction is big, adhered to one another and cohesive force between steel fiber reinforced concrete skid resistant course and interfacial adhesion layer and steel construction weighing platform face
Relatively strong and steel fiber reinforced concrete skid resistant course has certain elasticity, there is preferable drainage temperature range -10~80 °, skid resistant course
Can, it is adaptable to southern area.
Embodiment 3, referring to accompanying drawing 1 and accompanying drawing 2, a kind of electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course, it leads
To be made up of bearing platform 1, weighing instrument 2, terminal box 3, holding wire 4, sensor 5.Bearing platform 1 is glued by steel plate 6, coaming plate 7, interface
Knot layer 8, steel fiber reinforced concrete skid resistant course 9 are constituted；The component of interfacial adhesion layer 8 constitutes precentagewise：Metaphenylene is unsaturated poly-
Ester 80~83%；Cement 17~20%；The component of steel fiber reinforced concrete skid resistant course 9 is constituted：Cement 14~
15%；Polymer emulsion 8.5~10%；Concrete additives 0.2~0.3%；Rectangle steel fibre 7~8.5%；Circular copper fiber 8~
8.5%；Polypropylene anticracking fiber 0.1~0.12%；Medium coarse sand 52~54%；Flyash 6.5~7%.The characteristics of the present embodiment is：Rub
Wiping coefficient is larger, adhered to one another between steel fiber reinforced concrete skid resistant course and interfacial adhesion layer and steel construction weighing platform face and cohesive force is strong,
And steel fiber reinforced concrete skid resistant course has good elasticity, temperature range -30~55 DEG C, it is adaptable to northern area.
Embodiment 4, referring to accompanying drawing 1 and accompanying drawing 2, a kind of electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course, it leads
To be made up of bearing platform 1, weighing instrument 2, terminal box 3, holding wire 4, sensor 5.Bearing platform 1 is glued by steel plate 6, coaming plate 7, interface
Knot layer 8, steel fiber reinforced concrete skid resistant course 9 are constituted；The component of interfacial adhesion layer 8 constitutes precentagewise：Metaphenylene is unsaturated poly-
Ester 80~83%；Cement 17~20%；The component of steel fiber reinforced concrete skid resistant course 9 is constituted：Cement 18~
19%；Polymer emulsion 7.5~9%；Concrete additives 0.2~0.3%；Rectangle steel fibre 8~8.5%；Circular copper fiber 7~
8.5%；Polypropylene anticracking fiber 0.1~0.12%；Ragstone 26~27%；Medium coarse sand 26~27%；Flyash 2.5~3%.This
The characteristics of embodiment is：Coefficient of friction is big, mutual between steel fiber reinforced concrete skid resistant course and interfacial adhesion layer and steel construction weighing platform face
Bond and cohesive force is strong and steel fiber reinforced concrete skid resistant course has preferable elasticity, temperature range -30~75 °, skid resistant course have necessarily
Drainage performance, it is adaptable to south and northern area.
Preparation method of the invention is：First make bearing platform and fill surrounding edge with steel fiber reinforced concrete, and to the steel of bearing platform
Plate surface carries out ball blast, it is ensured that surface reaches Ra45-Ra65 without greasy dirt, rusty stain, surface roughness；During construction operation, simultaneously use
Agitator prepares binding agent, will load weighted metaphenylene unsaturated polyester resin add cement to be stirred, by what is be stirred
Material is covered in the surface of steel plate of steel fiber reinforced concrete skid resistant course to be laid by way of spraying or rinsing painting；Binder making
Mixing plant, mix proportion scheme needed for selection, to cement, polymer emulsion, concrete additives, rectangle steel fibre, circle are utilized simultaneously
Shape copper fiber, polypropylene anticracking fiber, ragstone, medium coarse sand, flyash are thoroughly mixed.
Construction point 1：It is required that in 0.5~2.0 hour, steel fiber reinforced concrete is prevented after spraying or rinsing painting interface adhesive
Sliding material-paving is on the above-mentioned interfacial adhesion layer of surface of steel plate.
Construction point 2：Steel fiber reinforced concrete pave it is whole after, steel fiber reinforced concrete is repaiied with Bricklayer tool it is floating whole, 5~
Steel fiber reinforced concrete upper surface is polished with concrete sanding machine in 6.5 hours.
Claims (10)
1. a kind of electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course, including bearing platform, load-bearing base body, weighing and sensing
Device, Weighing display device, terminal box, holding wire, steel fiber reinforced concrete surrounding edge, it is characterised in that the bearing platform table being made up of steel plate
Face, is provided with one layer by metaphenylene unsaturated polyester (UP), cement, polymer emulsion, concrete additives, rectangle steel fibre, circular copper fibre
8 kinds or more the bondings of the blended composition of material in dimension, polypropylene anticracking fiber, ragstone, medium coarse sand, fly ash material
Layer and mixed layer；Wherein, metaphenylene unsaturated polyester (UP) and cement admixture are between steel plate and steel fiber reinforced concrete skid resistant course
Interface adhesive.
2. electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course as described in claim 1, it is characterised in that wherein, steel
The component of fiber concrete skid resistant course is constituted：Cement 16~18%；Polymer emulsion 9.5~11%；Coagulation
Native auxiliary agent 0.2~0.3%；Rectangle steel fibre 5~5.5%；Circular copper fiber 10~11.5%；Polypropylene anticracking fiber 0.1~
0.12%；Ragstone 26~27%；Medium coarse sand 26~27%；Flyash 4.5~5%.
3. electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course as described in claim 1, it is characterised in that wherein, steel
The component of fiber concrete skid resistant course is constituted：Cement 16~17%；Polymer emulsion 8.5~10%；Coagulation
Native auxiliary agent 0.2~0.3%；Rectangle steel fibre 6~6.5%；Circular copper fiber 9~10.5%；Polypropylene anticracking fiber 0.1~
0.12%；Ragstone 52~54%；Flyash 3.5~4%.
4. electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course as described in claim 1, it is characterised in that wherein, steel
The component of fiber concrete skid resistant course is constituted：Cement 14~15%；Polymer emulsion 8.5~10%；Coagulation
Native auxiliary agent 0.2~0.3%；Rectangle steel fibre 7~8.5%；Circular copper fiber 8~8.5%；Polypropylene anticracking fiber 0.1~0.12%；
Medium coarse sand 52~54%；Flyash 6.5~7%.
5. electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course as described in claim 1, it is characterised in that wherein, steel
The component of fiber concrete skid resistant course is constituted：Cement 18~19%；Polymer emulsion 7.5~9%；Concrete
Auxiliary agent 0.2~0.3%；Rectangle steel fibre 8~8.5%；Circular copper fiber 7~8.5%；Polypropylene anticracking fiber 0.1~0.12%；Firmly
Matter rock 26~27%；Medium coarse sand 26~27%；Flyash 2.5~3%.
6. the electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course as described in claim 1 or 2 or 3 or 4 or 5, its feature
It is addition rectangle steel fibre in concrete, equivalent diameter is that 2.5~2.8mm cuts fiber.
7. the electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course as described in claim 1 or 2 or 3 or 4 or 5, its feature
It is the circular copper fiber of addition, diameter 0.6~0.8mm cold-drawn copper wires in concrete.
8. the electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course as described in claim 1 or 2 or 3 or 4 or 5, its feature
It is addition polypropylene anticracking fiber, tensile strength >=630Mpa acid and alkali-resistance monofilament white fibers in concrete.
9. the electronic vehicle weighing apparatus for being provided with steel fiber reinforced concrete skid resistant course as described in claim 1 or 2 or 3 or 4 or 5, its feature
The particle diameter for being addition ragstone in concrete is 2.5mm~4.5mm；Or add medium coarse sand particle diameter for 1.2mm~
2.5mm。
10. it is above-mentioned be provided with steel fiber reinforced concrete skid resistant course electronic vehicle weighing apparatus preparation method be：First make truck scale bearing platform and
Steel fiber reinforced concrete fills surrounding edge, and surface of steel plate to bearing platform carries out ball blast, it is ensured that surface is without greasy dirt, rusty stain, and surface is thick
Rugosity reaches Ra45-Ra65；Then one side prepares binding agent with agitator, will load weighted metaphenylene unsaturated polyester resin
Cement is added to be stirred, the material that will be stirred is covered in steel fiber reinforced concrete to be laid by way of spraying or rinsing painting to be prevented
The surface of steel plate of slip layer；Another side utilizes mixing plant, to cement, polymer emulsion, concrete additives, rectangle steel fibre, circle
Shape copper fiber, polypropylene anticracking fiber, ragstone, medium coarse sand, flyash are thoroughly mixed；Vapour is paved on after stirring
Car weighing apparatus bearing platform upper surface；Construction requirement spray or rinse painting interface adhesive after in 0.5~2.0 hour, by steel fibre coagulation
Native anti-slip material is laid on the above-mentioned interfacial adhesion of surface of steel plate layer；Steel fiber reinforced concrete pave it is whole after, with Bricklayer tool will
Steel fiber reinforced concrete is repaiied floating whole, and steel fiber reinforced concrete upper surface was ground with concrete sanding machine in 5~6.5 hours
Light.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710231440.1A CN106918383A (en) | 2017-04-11 | 2017-04-11 | It is provided with the electronic vehicle weighing apparatus of steel fiber reinforced concrete skid resistant course |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710231440.1A CN106918383A (en) | 2017-04-11 | 2017-04-11 | It is provided with the electronic vehicle weighing apparatus of steel fiber reinforced concrete skid resistant course |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106918383A true CN106918383A (en) | 2017-07-04 |
Family
ID=59567467
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710231440.1A Pending CN106918383A (en) | 2017-04-11 | 2017-04-11 | It is provided with the electronic vehicle weighing apparatus of steel fiber reinforced concrete skid resistant course |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106918383A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107091376A (en) * | 2017-05-04 | 2017-08-25 | 瞿慧 | A kind of drainage pipeline support frame |
| CN111829632A (en) * | 2019-04-15 | 2020-10-27 | 北京万集科技股份有限公司 | Truck scale system and road construction method for installing dynamic truck scale |
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| CN102503292A (en) * | 2011-10-21 | 2012-06-20 | 黄贺明 | Concrete and preparation method thereof |
| CN104119042A (en) * | 2014-07-15 | 2014-10-29 | 冯广义 | Heat-resistant steel fiber concrete and preparation method thereof |
| CN105272012A (en) * | 2015-11-02 | 2016-01-27 | 成都理工大学 | Concrete for high-ground stress and high-ground temperature tunnel excavation primary support |
| CN105910689A (en) * | 2016-04-13 | 2016-08-31 | 江西众加利称重设备系统有限公司 | Electronic truck scale with anti-skid layer |
| CN106145815A (en) * | 2016-06-28 | 2016-11-23 | 蚌埠市方阵商品混凝土有限公司 | A kind of shock resistance easy plucking concrete |
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2017
- 2017-04-11 CN CN201710231440.1A patent/CN106918383A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102503292A (en) * | 2011-10-21 | 2012-06-20 | 黄贺明 | Concrete and preparation method thereof |
| CN104119042A (en) * | 2014-07-15 | 2014-10-29 | 冯广义 | Heat-resistant steel fiber concrete and preparation method thereof |
| CN105272012A (en) * | 2015-11-02 | 2016-01-27 | 成都理工大学 | Concrete for high-ground stress and high-ground temperature tunnel excavation primary support |
| CN105910689A (en) * | 2016-04-13 | 2016-08-31 | 江西众加利称重设备系统有限公司 | Electronic truck scale with anti-skid layer |
| CN106145815A (en) * | 2016-06-28 | 2016-11-23 | 蚌埠市方阵商品混凝土有限公司 | A kind of shock resistance easy plucking concrete |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107091376A (en) * | 2017-05-04 | 2017-08-25 | 瞿慧 | A kind of drainage pipeline support frame |
| CN111829632A (en) * | 2019-04-15 | 2020-10-27 | 北京万集科技股份有限公司 | Truck scale system and road construction method for installing dynamic truck scale |
| CN111829632B (en) * | 2019-04-15 | 2022-05-20 | 北京万集科技股份有限公司 | Truck scale system and road construction method for installing dynamic truck scale |
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