CN206571186U - A kind of structure repaired with reinforcement and strengthening concrete microscopic checks - Google Patents
A kind of structure repaired with reinforcement and strengthening concrete microscopic checks Download PDFInfo
- Publication number
- CN206571186U CN206571186U CN201720202082.7U CN201720202082U CN206571186U CN 206571186 U CN206571186 U CN 206571186U CN 201720202082 U CN201720202082 U CN 201720202082U CN 206571186 U CN206571186 U CN 206571186U
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- microscopic checks
- concrete
- osmosis type
- resistant
- back side
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- 239000004567 concrete Substances 0.000 title claims abstract description 38
- 230000002787 reinforcement Effects 0.000 title claims abstract description 26
- 238000005728 strengthening Methods 0.000 title claims abstract description 10
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 17
- 238000003466 welding Methods 0.000 claims abstract description 17
- 150000001875 compounds Chemical class 0.000 claims abstract description 13
- 229920002748 Basalt fiber Polymers 0.000 claims abstract description 12
- 239000003973 paint Substances 0.000 claims abstract description 10
- 239000005871 repellent Substances 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims description 3
- 238000010422 painting Methods 0.000 claims description 3
- 238000009738 saturating Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 6
- 230000015572 biosynthetic process Effects 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 230000035876 healing Effects 0.000 abstract description 3
- 238000007789 sealing Methods 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- 238000007493 shaping process Methods 0.000 abstract description 2
- 238000010257 thawing Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 8
- 229940125898 compound 5 Drugs 0.000 description 3
- 101100170172 Caenorhabditis elegans del-10 gene Proteins 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 210000002421 cell wall Anatomy 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 241001163600 Bathylaco nigricans Species 0.000 description 1
- 241000370738 Chlorion Species 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000009429 distress Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000003670 easy-to-clean Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- -1 wherein Proteins 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a kind of structure repaired with reinforcement and strengthening concrete microscopic checks, including groove, back side osmosis type waterproof mortar, basalt fibre net, concrete reinforcement welding compound, nanoscale osmosis type water-repellent paint resistant to pressure.The utility model is used sets inverted triangular-shaped grooves in microscopic checks both sides, back side osmosis type waterproof mortar is carried out by the region to inverted triangular-shaped grooves and microscopic checks formation, basalt fibre net, concrete reinforcement welding compound, the reparation of nanoscale osmosis type water-repellent paint resistant to pressure is set with the combining structure reinforced, substantially increase the toughness repaired and reinforced to microscopic checks, reliability and fastness, and repair with reinforcing after shaping with closely knit, do not ftracture, quick sealing ability is strong, water resistance is good, autogenous healing ability can be strengthened, high temperature resistant, it is corrosion-resistant, freeze-thawing resistant, the strong advantage of impermeability；This is simple in construction, and cost is low, convenient construction, is adapted to popularization and application.
Description
Technical field
The utility model is related to a kind of structure repaired with reinforcement and strengthening concrete microscopic checks.
Background technology
Armored concrete is most large building structural materials that the mankind use, and has been widely used in house, road, bridge
In the engineerings such as beam, water conservancy project, extra large work.However, concrete is because fragility is big, the low shortcoming of tensile strength, due to surrounding during use
The effect of environment is often inevitably generated crack.When crack exceedes Criterion restriction, it can accelerate, to structural damage, to shorten
The service life of structure, therefore fracture repaired, and very important effect is played to the durability for improving concrete structure.
The repairing of existing distress in concrete generally uses pressure grout method and injection, is all to be injected into repairing glue
Crack intracavitary, in addition to durability is improved, the rigidity to cracking member has certain repairing to act on.But the shortcoming being primarily present
It is：It is often not good to the repairing effect of the less microscopic checks of width, the leakage problems of microscopic checks can not be also cured completely.
Because microscopic checks is influenceed all the year round by factors such as the dust in air, the vibrating of structure, normal erosions, often exist in its gap
Some silt impurities, and because microscopic checks width is small, these impurity are not easy to clean out during construction, add envelope
The press-in of epoxy mortar during seam, often results in glue injection channel and is blocked, and have impact on slip casting effect, and can also be to concrete structure
Itself causes secondary injury.
The content of the invention
The technical problem that the utility model is solved is that the defect for overcoming prior art is used in microscopic checks there is provided one kind
Both sides set the reparation of inverted triangular-shaped grooves and the structure of reinforcement and strengthening concrete microscopic checks.
In order to solve the above-mentioned technical problem, the utility model is addressed by following technical proposals：
It is a kind of repair with the structure of reinforcement and strengthening concrete microscopic checks, including groove, back side osmosis type waterproof mortar,
Basalt fibre net, concrete reinforcement welding compound, nanoscale osmosis type water-repellent paint resistant to pressure, groove are located at the two of microscopic checks
Side, back side osmosis type waterproof mortar is fixed and is filled in microscopic checks, and basalt fibre net is fixed and is pasted onto groove and backwater
On the osmosis type waterproof mortar of face, concrete reinforcement welding compound, which is fixed, is pasted onto basalt fibre on the net, nanoscale osmosis type water resistant
Pressure water-repellent paint is fixed painting and is located on concrete reinforcement welding compound.Wherein, concrete reinforcement welding compound is a kind of cement base inserting mortar
Patching material, both can realize fast blockage sealing under water pressure 1.9MPa high seepage pressure, can be shaken again by infiltration
Swing effect persistently to penetrate into the space of inside concrete, produce a large amount of cotton-shaped crystalline solid, increase concrete interface compactness and
Compression strength, combines together after solidification with concrete structure, cures inside concrete crack, so as to play welding effect.The Black Warrior
Rock web has reinforcing, crack resistence function, makes the two of back side osmosis type waterproof mortar and the formation of concrete reinforcement welding compound
Layer waterproof layer bonds more firm.Nanoscale osmosis type water-repellent paint resistant to pressure can suppress or reduce porosity, with it is superpower activity,
The characteristics of superpower permeability of nanoscale, superpower caking property, by there is the carrier in space（Such as concrete, brick wall, aerated bricks, Dali
Stone etc.）Permeate, sent out in concrete with hydrolysis product of cement, metallic element, chlorion, free water molecule etc. to inside concrete
Raw reaction forms water insoluble crystalline solid, adds stifled capillary channel, reduces voidage, strengthens autogenous healing ability, and mixed
Solidifying soil surface forms tough and tensile fine and close water proof anti-seepage layer.Back side osmosis type waterproof mortar, which is penetrated into inside wall, to be made inside wall
It is more closely knit, improve water resistance.
Preferably, the top and bottom of groove are del, wherein, del is isosceles triangle, isosceles
The a length of 3cm of waist edge of triangle.The groove that upper and lower ends are set in del, is conducive to increasing splitting for microscopic checks both sides
Adhesive surface between tape edge and groove cell wall, the adhesion of enhancing concrete reinforcement welding compound filling in a groove.
The utility model is as a result of above technical scheme, with significant technique effect：Using in microscopic checks two
Side sets inverted triangular-shaped grooves, and groove cell wall is docked with microscopic checks and to extension outside the both sides of microscopic checks, by falling
The reparation of triangular groove and microscopic checks formation carries out back side osmosis type waterproof mortar, basalt fibre with reinforcing area
Net, concrete reinforcement welding compound, the reparation of nanoscale osmosis type water-repellent paint resistant to pressure and the combining structure setting reinforced, significantly
The toughness repaired and reinforced to microscopic checks, reliability and fastness are improved, and is repaired with having after reinforcing shaping
Have it is closely knit, do not ftracture, quick sealing ability is strong, water resistance is good, can strengthen autogenous healing ability, high temperature resistant, corrosion-resistant, resistance to
The strong advantage of freeze thawing, impermeability；This is simple in construction, and cost is low, convenient construction, is adapted to popularization and application.
Brief description of the drawings
Fig. 1 is the utility model reparation and the structural representation of the constructive embodiment of reinforcement and strengthening concrete microscopic checks.
Fig. 2 is the utility model microscopic checks, back side osmosis type waterproof mortar, basalt fibre net, concrete reinforcement
The reparation of welding compound, nanoscale osmosis type water-repellent paint formation resistant to pressure and the structural representation of ruggedized construction embodiment.
Embodiment
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
A kind of structure repaired with reinforcement and strengthening concrete microscopic checks, as shown in Figure 1-2, including groove 1, back side ooze
Saturating type waterproof mortar 3, basalt fibre net 4, concrete reinforcement welding compound 5, nanoscale osmosis type water-repellent paint 6 resistant to pressure, it is recessed
Groove 1 is located at the both sides of microscopic checks 2, and back side osmosis type waterproof mortar 3 is fixed and is filled in microscopic checks 2, basalt fibre
Net 4 is fixed and is pasted onto on groove 1 and back side osmosis type waterproof mortar 3, and concrete reinforcement welding compound 5 is fixed and is pasted onto basalt
On web 4, nanoscale osmosis type water-repellent paint 6 resistant to pressure is fixed painting and is located on concrete reinforcement welding compound 5.
In the present embodiment, the top and bottom of groove 1 are del 10, wherein, del 10 is isoceles triangle
Shape, a length of 3cm of waist edge of isosceles triangle..
In a word, preferred embodiment of the present utility model is the foregoing is only, it is all according to present utility model application the scope of the claims institute
The equivalent changes and modifications of work, should all belong to the covering scope of the utility model patent.
Claims (2)
1. a kind of structure repaired with reinforcement and strengthening concrete microscopic checks, it is characterised in that：Including groove（1）, back side oozes
Saturating type waterproof mortar（3）, basalt fibre net（4）, concrete reinforcement welding compound（5）, nanoscale osmosis type waterproof resistant to pressure applies
Material（6）, groove（1）It is located at microscopic checks（2）Both sides, back side osmosis type waterproof mortar（3）Fixation is filled in microscopic checks
（2）In, basalt fibre net（4）Fixation is pasted onto groove（1）And back side osmosis type waterproof mortar（3）On, concrete reinforcement
Welding compound（5）Fixation is pasted onto basalt fibre net（4）On, nanoscale osmosis type water-repellent paint resistant to pressure（6）Fixed painting is located at
Concrete reinforcement welding compound（5）On.
2. a kind of structure repaired with reinforcement and strengthening concrete microscopic checks according to claim 1, it is characterised in that：It is recessed
Groove（1）Top and bottom be del（10）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720202082.7U CN206571186U (en) | 2017-03-03 | 2017-03-03 | A kind of structure repaired with reinforcement and strengthening concrete microscopic checks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720202082.7U CN206571186U (en) | 2017-03-03 | 2017-03-03 | A kind of structure repaired with reinforcement and strengthening concrete microscopic checks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206571186U true CN206571186U (en) | 2017-10-20 |
Family
ID=60056048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720202082.7U Active CN206571186U (en) | 2017-03-03 | 2017-03-03 | A kind of structure repaired with reinforcement and strengthening concrete microscopic checks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206571186U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109333777A (en) * | 2018-10-22 | 2019-02-15 | 国合凯希水体修复江苏有限公司 | A kind of production method of fiber attachable module |
-
2017
- 2017-03-03 CN CN201720202082.7U patent/CN206571186U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109333777A (en) * | 2018-10-22 | 2019-02-15 | 国合凯希水体修复江苏有限公司 | A kind of production method of fiber attachable module |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240509 Address after: Room 104, No. 9-1 Guzhen West Road, Longmen San Village, Longmen Town, Fuyang District, Hangzhou City, Zhejiang Province, 310000 Patentee after: Zhejiang Lihang Rail Transit Industry Development Co.,Ltd. Country or region after: China Address before: Room 301, Unit 1, Building 13, Shengtai Jiayuan, Liuma Road, Jianshan District, Shuangyashan City, Heilongjiang Province, 155100 Patentee before: Zou Hongxiang Country or region before: China |
|
| TR01 | Transfer of patent right |