CN105776977A - Cement-based composite restraint concrete compound column and manufacture method thereof - Google Patents
Cement-based composite restraint concrete compound column and manufacture method thereof Download PDFInfo
- Publication number
- CN105776977A CN105776977A CN201610293265.4A CN201610293265A CN105776977A CN 105776977 A CN105776977 A CN 105776977A CN 201610293265 A CN201610293265 A CN 201610293265A CN 105776977 A CN105776977 A CN 105776977A
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- CN
- China
- Prior art keywords
- cement
- inner core
- composite material
- base composite
- based composite
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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
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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
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/38—Fibrous materials; Whiskers
- C04B14/48—Metal
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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
- C04B16/00—Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B16/04—Macromolecular compounds
- C04B16/06—Macromolecular compounds fibrous
- C04B16/0616—Macromolecular compounds fibrous from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B16/0641—Polyvinylalcohols; Polyvinylacetates
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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
- 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
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Civil Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention discloses a cement-based composite restraint concrete compound column comprising a concrete inner core. The concrete inner core is peripherally wrapped with a cement-based composite layer, and the cement-based composite layer comprises cement, sand and/or mineral admixtures, water, steel fibers and PVA (polyvinyl acetate) fibers. The invention further provides a manufacture method of the cement-based composite restraint concrete compound column. The method includes the following steps: A, making a mould or setting up a formwork for pouring the concrete inner core, and demolishing the mould after the concrete inner core is solidified; B, setting up a cement-based composite layer mould on the periphery of the concrete inner core; C, injecting cement-based composite into an inner cavity between the concrete inner core and the mould; D, after the cement-based composite layer is solidified and dried, demolishing the outer-layer formwork or mould. The cement-based composite on the outer layer of the cement-based composite restraint concrete compound column can replace traditional reinforcement, so that overall bending strength and tensile strength of the compound column can be enhanced, and ultimate tensile strain can be up to 0.7% maximally.
Description
Technical field
The present invention relates to a kind of cement-base composite material limited concrete combined column.Present invention also offers the method manufacturing above-mentioned cement-base composite material limited concrete combined column.
Background technology
Tradition cylinder is generally adopted reinforced concrete structure, fragility is big, ductility is poor, shock resistance is weak, when there is violent earthquake, owing to Lack of support and power consumption are poor, cause that building or works produce collapse, in order to solve the problems referred to above, the present invention proposes a kind of new combinative structure post, and bearing capacity is high, shock resistance strong, develops skill support for engineering structure post.
Summary of the invention
In view of the deficiency that background technology exists, the technical problem to be solved is to provide a kind of bending resistance, resistance to compression, anti-seismic performance is better and manufacturing schedule is shorter cement-base composite material limited concrete combined column.Present invention also offers the method manufacturing above-mentioned cement-base composite material limited concrete combined column.
The present invention has adopted the following technical scheme that: cement-base composite material limited concrete combined column, it is characterized in that: include concrete inner core, concrete inner core periphery is enclosed with cement-base composite material layer, and cement-base composite material layer comprises cement, sand and/or mineral and closes material, water, steel fibre and PVA fiber.
The method of the above-mentioned cement-base composite material limited concrete combined column of manufacture provided by the invention: comprise the following steps: A, make mould or set up pouring template concrete inner core, after concrete inner core solidification mummification, removing mould or template；B, set up cement-base composite material layer outer template or mould in concrete inner core periphery；C, in the inner chamber between concrete inner core and outer template or mould inject cement-base composite material formed cement-base composite material layer；D, after the solidification of cement-base composite material layer mummification, remove outer template or mould.
Cement-base composite material limited concrete combined column provided by the invention and manufacture method thereof have the advantage that 1, can substitute tradition reinforcing bar, and the overall bending resistance of combined column, shearing resistance and tensile strength can be made to be strengthened；
2, the Compressive Bearing Capacity of pillar, ductility and energy dissipation capacity are significantly improved；
3, save the work of assembling reinforcement, can save labour turnover and the reduction of erection time；
4, after cement-base composite material parcel also confined concrete inner core, after adding steel fibre and PVA fiber due to the cement-base composite material of outer layer, tensile property strengthens and has certain ductility, make damaged surface that crack not easily to occur, improve durability and the service life of pillar.
Accompanying drawing explanation
The present invention has drawings described below:
The schematic cross-section of the first embodiment of Fig. 1 cement-base composite material limited concrete combined column provided by the invention.
The schematic cross-section of the second embodiment of Fig. 2 cement-base composite material limited concrete combined column provided by the invention.
The schematic cross-section of the third embodiment of Fig. 3 cement-base composite material limited concrete combined column provided by the invention.
The schematic cross-section of the 4th kind of embodiment of Fig. 4 cement-base composite material limited concrete combined column provided by the invention.
Detailed description of the invention
Accompanying drawing illustrates technical scheme and embodiment, further describes each relevant details and the operation principle thereof of embodiment below in conjunction with accompanying drawing.
With reference to shown in Fig. 1, the cement-base composite material limited concrete combined column that the first embodiment of the present invention provides, including concrete inner core 1, concrete inner core periphery is enclosed with cement-base composite material layer 2, concrete inner core is rounded, cylinder is square, and cement-base composite material layer comprises cement, sand and/or mineral and closes material, water, steel fibre and PVA fiber, and it can be coal dust or silicon ash etc. that its Minerals closes material.Wherein length of steel fiber more than 6 millimeters, diameter more than 0.12 millimeter, the length of PVA fiber is more than 6 millimeters.
With reference to shown in Fig. 2, the second embodiment of the present invention is essentially identical with the first embodiment, differs only in: in the present embodiment, concrete inner core 1 is square, and cylinder is square.
With reference to shown in Fig. 3, the third embodiment of the present invention is essentially identical with the first embodiment, differs only in: in the present embodiment, concrete inner core 1 is rounded, and cylinder is rounded.
With reference to shown in Fig. 4, the 4th kind of embodiment of the present invention is essentially identical with the first embodiment, differs only in: in the present embodiment, concrete inner core 1 is square, and cylinder is rounded.
Present invention also offers the method manufacturing above-mentioned cement-base composite material limited concrete combined column, comprise the following steps: A, make mould or set up pouring template concrete inner core 1, after concrete inner core solidification mummification, remove mould or template；B, set up cement-base composite material layer outer template or mould in concrete inner core periphery；C, in the inner chamber between concrete inner core and outer template or mould inject cement-base composite material formed cement-base composite material layer 2；D, after the solidification of cement-base composite material layer mummification, remove outer template or mould.
Claims (4)
1. a cement-base composite material limited concrete combined column, is characterized in that: include concrete inner core, and concrete inner core periphery is enclosed with cement-base composite material layer, and cement-base composite material layer comprises cement, sand and/or mineral and closes material, water, steel fibre and PVA fiber.
2. cement-base composite material limited concrete combined column according to claim 1, is characterized in that: described length of steel fiber more than 6 millimeters, diameter is more than 0.12 millimeter.
3. cement-base composite material limited concrete combined column according to claim 1 and 2, is characterized in that: the length of described PVA fiber is more than 6 millimeters.
4. a method for cement-base composite material limited concrete combined column described in manufacturing claims 1 or 2, comprises the following steps: A, makes mould or sets up pouring template concrete inner core, after concrete inner core solidification mummification, removes mould or template；B, set up cement-base composite material layer outer template or mould in concrete inner core periphery；C, in the inner chamber between concrete inner core and outer template or mould inject cement-base composite material formed cement-base composite material layer；D, after the solidification of cement-base composite material layer mummification, remove outer template or mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610293265.4A CN105776977A (en) | 2016-05-06 | 2016-05-06 | Cement-based composite restraint concrete compound column and manufacture method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610293265.4A CN105776977A (en) | 2016-05-06 | 2016-05-06 | Cement-based composite restraint concrete compound column and manufacture method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105776977A true CN105776977A (en) | 2016-07-20 |
Family
ID=56400712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610293265.4A Pending CN105776977A (en) | 2016-05-06 | 2016-05-06 | Cement-based composite restraint concrete compound column and manufacture method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105776977A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106673506A (en) * | 2016-12-16 | 2017-05-17 | 朱海东 | Processing method of aerated brick with heat insulation and heat preservation for walls |
| CN107447646A (en) * | 2017-06-28 | 2017-12-08 | 扬州大学 | A kind of steel continuous fiber composite reinforcing ECC concrete combined column/bridge pier and preparation method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1584264A (en) * | 2004-06-16 | 2005-02-23 | 李国雄 | Fastening method for high-strength concrete epibolic thin-layer and coupled columns |
| CN103590616A (en) * | 2013-11-08 | 2014-02-19 | 湖南大兴加固改造工程有限公司 | Reactive powder fiber concrete reinforced concrete column and reinforcement method |
-
2016
- 2016-05-06 CN CN201610293265.4A patent/CN105776977A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1584264A (en) * | 2004-06-16 | 2005-02-23 | 李国雄 | Fastening method for high-strength concrete epibolic thin-layer and coupled columns |
| CN103590616A (en) * | 2013-11-08 | 2014-02-19 | 湖南大兴加固改造工程有限公司 | Reactive powder fiber concrete reinforced concrete column and reinforcement method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106673506A (en) * | 2016-12-16 | 2017-05-17 | 朱海东 | Processing method of aerated brick with heat insulation and heat preservation for walls |
| CN107447646A (en) * | 2017-06-28 | 2017-12-08 | 扬州大学 | A kind of steel continuous fiber composite reinforcing ECC concrete combined column/bridge pier and preparation method thereof |
| CN107447646B (en) * | 2017-06-28 | 2020-05-01 | 扬州大学 | Preparation method of steel-continuous fiber composite bar ECC-concrete composite column/pier |
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| 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160720 |