CN108793941A - Antiseismic concrete - Google Patents
Antiseismic concrete Download PDFInfo
- Publication number
- CN108793941A CN108793941A CN201810903679.3A CN201810903679A CN108793941A CN 108793941 A CN108793941 A CN 108793941A CN 201810903679 A CN201810903679 A CN 201810903679A CN 108793941 A CN108793941 A CN 108793941A
- Authority
- CN
- China
- Prior art keywords
- concrete
- antiseismic
- sandstone
- borax
- surplus
- 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.)
- Withdrawn
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Classifications
-
- 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
- C04B30/00—Compositions for artificial stone, not containing binders
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/2038—Resistance against physical degradation
- C04B2111/2053—Earthquake- or hurricane-resistant materials
Abstract
The present invention relates to concrete fields, especially Antiseismic concrete.The concrete all the components mass percent is as follows:All the components mass percent is as follows:Strength assistant agent 6~9%, zinc oxide 2~5%, pelelith 9~12%, clay 2~4%, quartz sand 3~7%, glass fibre 2~6%, borax 5~7%, sandstone 8~12%, sodium sulphate 2~4%, surplus are sand material.The invention more antidetonation than conventional concrete.
Description
Technical field
The present invention relates to concrete fields, especially Antiseismic concrete.
Background technology
Concrete refers to by cementitious material by the general designation for the cementing integral engineered composite material that gathers materials, also referred to as common coagulation
Soil, it is widely used in civil engineering, and concrete is one of the present age most important civil engineering material.It is typically by gelling material
Material, granular aggregat, water and additive are prepared by a certain percentage, through uniform stirring, closely knit molding, one made of maintenance hardening
The characteristics of artificial stone material of kind, concrete has abundant raw material, cheap, simple production process, thus make its dosage increasingly
Greatly, the features such as while concrete also has compression strength high, and durability is good, and strength grade range is wide, these features make its use
Range is very extensive, is not only used in various civil engineerings, is exactly shipbuilding industry, mechanical industry, the exploitation of ocean, geothermal engineering
Deng concrete is also important material.But the existing inadequate antidetonation of concrete.
Invention content
In order to overcome the shortcomings of the inadequate antidetonation of existing concrete, the present invention provides Antiseismic concretes.
The technical solution adopted by the present invention to solve the technical problems is:A kind of Antiseismic concrete, all the components quality
Percentage is as follows:Strength assistant agent 6~9%, zinc oxide 2~5%, pelelith 9~12%, clay 2~4%, quartz sand 3~
7%, glass fibre 2~6%, borax 5~7%, sandstone 8~12%, sodium sulphate 2~4%, surplus are sand material.
Specifically, the strength assistant agent 6%, zinc oxide 2%, pelelith 9%, clay 2%, quartz sand 3%, glass fibre
2%, borax 5%, sandstone 8%, sodium sulphate 2%, surplus are sand material.
Specifically, the strength assistant agent 9%, zinc oxide 5%, pelelith 12%, clay 4%, quartz sand 7%, glass fibers
Dimension 6%, borax 7%, sandstone 12%, sodium sulphate 4%, surplus are sand material.
Specifically, the strength assistant agent 7%, zinc oxide 3%, pelelith 11%, clay 3%, quartz sand 4%, glass fibers
Dimension 5%, borax 6%, sandstone 10%, sodium sulphate 3%, surplus are sand material.
The invention has the advantages that the invention than conventional concrete more antidetonation.
Specific implementation mode
Embodiment one
A kind of Antiseismic concrete, all the components mass percent are as follows:Strength assistant agent 6~9%, zinc oxide 2~5%, volcano
Stone 9~12%, clay 2~4%, quartz sand 3~7%, glass fibre 2~6%, borax 5~7%, sandstone 8~
12%, sodium sulphate 2~4%, surplus are sand material.
Embodiment two
A kind of Antiseismic concrete, the strength assistant agent 6%, zinc oxide 2%, pelelith 9%, clay 2%, quartz sand 3%, glass
Glass fiber 2%, borax 5%, sandstone 8%, sodium sulphate 2%, surplus are sand material.
Embodiment three
A kind of Antiseismic concrete, the strength assistant agent 9%, zinc oxide 5%, pelelith 12%, clay 4%, quartz sand 7%,
Glass fibre 6%, borax 7%, sandstone 12%, sodium sulphate 4%, surplus are sand material.
Example IV
A kind of Antiseismic concrete, the strength assistant agent 7%, zinc oxide 3%, pelelith 11%, clay 3%, quartz sand 4%,
Glass fibre 5%, borax 6%, sandstone 10%, sodium sulphate 3%, surplus are sand material.
Claims (4)
1. a kind of Antiseismic concrete, characterized in that all the components mass percent is as follows:Strength assistant agent 6~9%, zinc oxide 2
~5%, pelelith 9~12%, clay 2~4%, quartz sand 3~7%, glass fibre 2~6%, borax 5~
7%, sandstone 8~12%, sodium sulphate 2~4%, surplus are sand material.
2. Antiseismic concrete according to claim 1, it is characterised in that:The strength assistant agent 6%, zinc oxide 2%, volcano
Stone 9%, clay 2%, quartz sand 3%, glass fibre 2%, borax 5%, sandstone 8%, sodium sulphate 2%, surplus are sand material.
3. Antiseismic concrete according to claim 1, it is characterised in that:The strength assistant agent 9%, zinc oxide 5%, volcano
Stone 12%, clay 4%, quartz sand 7%, glass fibre 6%, borax 7%, sandstone 12%, sodium sulphate 4%, surplus are sand material.
4. Antiseismic concrete according to claim 1, it is characterised in that:The strength assistant agent 7%, zinc oxide 3%, volcano
Stone 11%, clay 3%, quartz sand 4%, glass fibre 5%, borax 6%, sandstone 10%, sodium sulphate 3%, surplus are sand material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810903679.3A CN108793941A (en) | 2018-08-09 | 2018-08-09 | Antiseismic concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810903679.3A CN108793941A (en) | 2018-08-09 | 2018-08-09 | Antiseismic concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108793941A true CN108793941A (en) | 2018-11-13 |
Family
ID=64079598
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810903679.3A Withdrawn CN108793941A (en) | 2018-08-09 | 2018-08-09 | Antiseismic concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108793941A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115806410A (en) * | 2021-09-15 | 2023-03-17 | 南通市建设混凝土有限公司 | Anti-bending, anti-impact, anti-explosion and shockproof steel fiber concrete and preparation process thereof |
-
2018
- 2018-08-09 CN CN201810903679.3A patent/CN108793941A/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115806410A (en) * | 2021-09-15 | 2023-03-17 | 南通市建设混凝土有限公司 | Anti-bending, anti-impact, anti-explosion and shockproof steel fiber concrete and preparation process thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
WW01 | Invention patent application withdrawn after publication | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181113 |