CN106348668A - Plain concrete - Google Patents
Plain concrete Download PDFInfo
- Publication number
- CN106348668A CN106348668A CN201610716998.4A CN201610716998A CN106348668A CN 106348668 A CN106348668 A CN 106348668A CN 201610716998 A CN201610716998 A CN 201610716998A CN 106348668 A CN106348668 A CN 106348668A
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- Prior art keywords
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- plain concrete
- sand
- molecular weight
- ultra
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Classifications
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
Abstract
The invention discloses plain concrete, and relates to a bridge building material. The plain concrete is prepared from cement, sand, gravel, fly ash, ore powder, ultra-high molecular weight polyethylene, T800 fiber, styrene-isoprene-styrene segmented copolymers, water and additives. When the plain concrete is used for restoring a bridge structure, the bonding performance is good; the bonding performance of new and old concrete is good; the intensity is high; cracking cannot easily occur.
Description
Technical field
The present invention relates to a kind of bridge construction material, more particularly to a kind of plain concrete.
Background technology
In bridge structure in concreting process, sometimes due to deep layer pours not in place or vibrates insufficient, can make
The surface defects such as honeycomb, pitted skin in concrete surface, or load change during being used due to bridge, temperature change, mixed
The concrete-bridge that the reasons such as the contraction of solidifying soil, foundation deformation, steel bar corrosion cause produces crack.When the problems referred to above occur,
Need to carry out concrete recovery project, but new-old concrete layering, hollowing easily occur, comes off when existing conventional concrete is repaired
And the problems such as shrinkage cracking.
Content of the invention
In view of the drawbacks described above of prior art, the technical problem to be solved is to provide one kind to be used for repairing bridge
The plain concrete that during girder construction, caking property is good, conjunction old and new concret is good, intensity is not high, easy to crack.
For achieving the above object, the invention provides a kind of plain concrete, by cement, sand, rubble, flyash, breeze, surpass
High molecular weight polyethylene, t800 fiber, styrene isoprene styrene block copolymer (SIS), water and additive composition, it contains
Amount group is divided into:
30 parts of cement, 78 parts of sand, 125 parts of rubble, 7.5 parts of flyash, 9 parts of breeze, 1.5 parts of ultra-high molecular weight polyethylene,
1 part of t800 fiber, 1 part of styrene isoprene styrene block copolymer (SIS), 170 parts of water, 8 parts of additive.
Described ultra-high molecular weight polyethylene intensity is big, resistance to impact, avirulence, splitting resistance, described t800 fibre strength
High, adhesive property is good, and described styrene isoprene styrene block copolymer (SIS) easy processing, adhesion strength are strong, ageing resistace
Good, added by the cooperation of three of the above material, the caking property of plain concrete is good, intensity is high and not easy to crack.
Preferably, described sand grains footpath is 0.1-5.0mm, the clay content of described sand is 0-10%.
Preferably, described ballast grain sizes are 5-15mm.
Preferably, described ultra-high molecular weight polyethylene particle diameter is 0.1-5.0mm.
Preferably, described t800 fiber diameter is 0.1-5.0mm.
Preferably, described additive is by 38 parts of methacrylic acid, 20 parts of polyethylene polypropylene, hydroxypropyl methyl cellulose 10
Part, 6 parts of silane coupler, 10 parts of jelly powder, 7 parts of hollow glass micropearl, 15 parts of coated with silica titanium dioxide mix.
The invention has the beneficial effects as follows: present invention offer one kind caking property when repairing bridge structure is good, new-old concrete
The plain concrete that associativity is good, intensity is not high, easy to crack.
Specific embodiment
With reference to embodiment, the invention will be further described:
A kind of plain concrete, by cement, sand, rubble, flyash, breeze, ultra-high molecular weight polyethylene, t800 fiber, benzene
Ethylene-isoprene-styrene block copolymer, water and additive composition, its content groups is divided into:
Cement 30kg, sand 78kg, rubble 125kg, flyash 7.5kg, breeze 9kg, ultra-high molecular weight polyethylene 1.5kg,
T800 fiber 1kg, styrene isoprene styrene block copolymer (SIS) 1kg, water 170kg, additive 8kg.
In the present embodiment, described sand grains footpath is 0.1-5.0mm, and the clay content of described sand is 0-10%, described ballast grain sizes
For 5-15mm, described ultra-high molecular weight polyethylene particle diameter is 0.1-5.0mm, and described t800 fiber diameter is 0.1-5.0mm, described
Additive is by methacrylic acid 3kg, polyethylene polypropylene 20kg, hydroxypropyl methyl cellulose 10kg, silane coupler 6kg, gelatin
Powder 10kg, hollow glass micropearl 7kg, coated with silica titanium dioxide kg part mix.
Repair bridge structure when, by damaged surface frosted, and dig uniform hole, after concrete is applied in reparation
Place.
The present invention is prepared as follows and obtains:
Step 1, by cement, sand, rubble, flyash, breeze, ultra-high molecular weight polyethylene, t800 fiber, styrene-different
Isoprene-styrene block copolymer puts into blender and is uniformly mixing to obtain first chamber;
Step 2, dissolving hydroxypropyl methyl cellulose obtain Gonak;
Step 3, by methacrylic acid, polyethylene polypropylene, silane coupler, jelly powder, hollow glass micropearl, silicon dioxide
Cladding titanium dioxide mix homogeneously obtains second chamber;
Step 4, in second chamber described in step 3, add Gonak, mix homogeneously obtains
3rd compositionss;
Step 5, the 3rd compositionss described in step 4 are mixed with first chamber described in step 1 and water;
The preferred embodiment of the present invention described in detail above.It should be appreciated that those of ordinary skill in the art is no
Need creative work just can make many modifications and variations according to the design of the present invention.Therefore, all technology in the art
It is available that personnel pass through logical analysis, reasoning, or a limited experiment under this invention's idea on the basis of existing technology
Technical scheme, all should be in the protection domain being defined in the patent claims.
Claims (6)
1. a kind of plain concrete it is characterised in that: by cement, sand, rubble, flyash, breeze, ultra-high molecular weight polyethylene,
T800 fiber, styrene isoprene styrene block copolymer (SIS), water and additive composition, its content groups is divided into:
30 parts of cement, 78 parts of sand, 125 parts of rubble, 7.5 parts of flyash, 9 parts of breeze, 1.5 parts of ultra-high molecular weight polyethylene, t800
1 part of fiber, 1 part of styrene isoprene styrene block copolymer (SIS), 170 parts of water, 8 parts of additive.
2. a kind of plain concrete as claimed in claim 1, is characterized in that: described sand grains footpath is 0.1-5.0mm, the containing of described sand
Mud amount is 0-10%.
3. a kind of plain concrete as claimed in claim 1, is characterized in that: described ballast grain sizes are 5-15mm.
4. a kind of plain concrete as claimed in claim 1, is characterized in that: described ultra-high molecular weight polyethylene particle diameter is 0.1-
5.0mm.
5. a kind of plain concrete as claimed in claim 1, is characterized in that: described t800 fiber diameter is 0.1-5.0mm.
6. a kind of plain concrete as claimed in claim 1, is characterized in that: described additive is by 38 parts of methacrylic acid, poly- second
20 parts of allyl synthetic fibre, 10 parts of hydroxypropyl methyl cellulose, 6 parts of silane coupler, 10 parts of jelly powder, 7 parts of hollow glass micropearl, dioxy
15 parts of SiClx cladding titanium dioxide mixes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610716998.4A CN106348668A (en) | 2016-08-24 | 2016-08-24 | Plain concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610716998.4A CN106348668A (en) | 2016-08-24 | 2016-08-24 | Plain concrete |
Publications (1)
Publication Number | Publication Date |
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CN106348668A true CN106348668A (en) | 2017-01-25 |
Family
ID=57844727
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610716998.4A Pending CN106348668A (en) | 2016-08-24 | 2016-08-24 | Plain concrete |
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CN (1) | CN106348668A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109629516A (en) * | 2019-01-21 | 2019-04-16 | 岳胜利 | A kind of earth-rock dam deep-base seepage-control water-stopping structure for water conservancy and hydropower project |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2943665A1 (en) * | 2009-03-27 | 2010-10-01 | Kerneos | Thick self leveling mortar, useful for coating surface, comprises ettringite binder comprising calcium sulfates and calcium aluminate mineral compound containing calcium oxide and aluminum oxide and aggregates |
CN103359996A (en) * | 2012-03-26 | 2013-10-23 | 陕西友邦新材料科技有限公司 | Preparation method and construction technology of environment-friendly high-performance cement concrete |
CN103819155A (en) * | 2014-01-22 | 2014-05-28 | 中国人民解放军国防科学技术大学 | Ultra-high molecular weight polyethylene fiber concrete and preparation method thereof |
CN104058674A (en) * | 2014-07-08 | 2014-09-24 | 日照弗尔曼新材料科技有限公司 | Concrete |
CN105060804A (en) * | 2015-07-27 | 2015-11-18 | 昆山市建国混凝土制品有限公司 | Fiber concrete |
-
2016
- 2016-08-24 CN CN201610716998.4A patent/CN106348668A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2943665A1 (en) * | 2009-03-27 | 2010-10-01 | Kerneos | Thick self leveling mortar, useful for coating surface, comprises ettringite binder comprising calcium sulfates and calcium aluminate mineral compound containing calcium oxide and aluminum oxide and aggregates |
CN103359996A (en) * | 2012-03-26 | 2013-10-23 | 陕西友邦新材料科技有限公司 | Preparation method and construction technology of environment-friendly high-performance cement concrete |
CN103819155A (en) * | 2014-01-22 | 2014-05-28 | 中国人民解放军国防科学技术大学 | Ultra-high molecular weight polyethylene fiber concrete and preparation method thereof |
CN104058674A (en) * | 2014-07-08 | 2014-09-24 | 日照弗尔曼新材料科技有限公司 | Concrete |
CN105060804A (en) * | 2015-07-27 | 2015-11-18 | 昆山市建国混凝土制品有限公司 | Fiber concrete |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109629516A (en) * | 2019-01-21 | 2019-04-16 | 岳胜利 | A kind of earth-rock dam deep-base seepage-control water-stopping structure for water conservancy and hydropower project |
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PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
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RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170125 |