CN107777931A - A kind of high building concrete - Google Patents

A kind of high building concrete Download PDF

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Publication number
CN107777931A
CN107777931A CN201610711555.6A CN201610711555A CN107777931A CN 107777931 A CN107777931 A CN 107777931A CN 201610711555 A CN201610711555 A CN 201610711555A CN 107777931 A CN107777931 A CN 107777931A
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CN
China
Prior art keywords
high building
concrete
water
sand
microlith
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
Application number
CN201610711555.6A
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Chinese (zh)
Inventor
张秧林
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Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201610711555.6A priority Critical patent/CN107777931A/en
Publication of CN107777931A publication Critical patent/CN107777931A/en
Pending legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions 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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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Abstract

The invention discloses a kind of high building concrete, the concrete is formed using the uniform mix of raw material of following match ratio:The 175kg/m3 of water 168, the 270kg/m3 of cement 225, the kg/m3 of flyash 48 65, the 83kg/m3 of miberal powder 54, water profit gel 2.2 4.5 kg/m3, the 795kg/m3 of sand 786, the kg/m3 of microlith 1,089 1125 and the 6.1kg/m3 of additive 4.8.The present invention has the advantages of reasonable in design, applied widely.

Description

A kind of high building concrete
Technical field
A kind of design building technical field of concrete of the present invention, and in particular to high building concrete.
Background technology
Concrete, refer to the general designation for the cementing integral engineered composite material that gathers materials by binder materials.That generally says is mixed Coagulate one word of soil to refer to make binder materials with cement, sand, masonry gather materials;With water(Additive and admixture can be contained)Match somebody with somebody by a certain percentage Close, it is agitated obtained by cement concrete, also referred to as normal concrete.Concrete is that purposes is most wide in civil engineering, dosage is maximum A kind of construction material.Concrete is designed and made by pre-determined characteristics, develops lightweight, high intensity, multi-functional concrete new product Kind.
Existing mix Design is unreasonable, it is impossible to high suitable for the needs of existing production and living, cost.
The content of the invention
The problem to be solved in the present invention is overcome the deficiencies in the prior art, there is provided a kind of high building concrete.
A kind of high building concrete of the present invention, the concrete are formed using the uniform mix of raw material of following match ratio:Water 168-175kg/m3, cement 225-270kg/m3, flyash 48-65 kg/m3, miberal powder 54-83kg/m3, water profit gel 2.2- 4.5 kg/m3, sand 786-795kg/m3, microlith 1089-1125 kg/m3 and additive 4.8-6.1kg/m3.
As a further improvement on the present invention, the concrete is formed using the uniform mix of raw material of following match ratio:This is mixed Solidifying soil is formed using the uniform mix of raw material of following match ratio:Water 172kg/m3, cement 238kg/m3, the kg/m3 of flyash 52, Miberal powder 64kg/m3, water profit gel 3.7kg/m3, sand 788kg/m3, the kg/m3 of microlith 1112 and additive 5.5kg/m3.
As a further improvement on the present invention, the additive is poly- hydroxy acid water reducer.
As a further improvement on the present invention, the sand is middle sand.
As a further improvement on the present invention, the microlith is particle diameter 11-17mm microlith.
The present invention compared with prior art, has advantages below.
The mix-design of concrete of the present invention is reasonable, applied widely, can be applied to the basis of skyscraper, beam, The cast-in-place concretes such as post, framework, bridge, and the overall pouring of T connector.The quality of monolithic architecture can be ensured, meet and build Build standard.
Embodiment
With reference to embodiment the present invention will be further explained explanation.
A kind of high building concrete, the concrete are formed using the uniform mix of raw material of following match ratio:Water 168- 175kg/m3, cement 225-270kg/m3, flyash 48-65 kg/m3, miberal powder 54-83kg/m3, water profit gel 2.2-4.5 Kg/m3, sand 786-795kg/m3, microlith 1089-1125 kg/m3 and additive 4.8-6.1kg/m3.
Embodiment 1
A kind of high building concrete, the concrete are formed using the uniform mix of raw material of following match ratio:172kg/m3, cement 238kg/m3, the kg/m3 of flyash 52, miberal powder 64kg/m3, water profit gel 3.7kg/m3, sand 788kg/m3, the kg/m of microlith 1112 3 and additive 5.5kg/m3.
The above is example and explanation of the invention, but does not mean that the obtainable advantage of the present invention is so limited, all It is wherein the one of may be to being realized in the simple transformation of structure, and/or some embodiments in practice process of the present invention the advantages of It is individual or multiple in the protection domain of the application.

Claims (5)

  1. A kind of 1. high building concrete, it is characterised in that:The concrete is formed using the uniform mix of raw material of following match ratio:Water 168-175kg/m3, cement 225-270kg/m3, flyash 48-65 kg/m3, miberal powder 54-83kg/m3, water profit gel 2.2- 4.5 kg/m3, sand 786-795kg/m3, microlith 1089-1125 kg/m3 and additive 4.8-6.1kg/m3.
  2. 2. high building concrete according to claim 1, it is characterised in that:The concrete uses the raw material of following match ratio Uniform mix forms:Water 172kg/m3, cement 238kg/m3, the kg/m3 of flyash 52, miberal powder 64kg/m3, water profit gel 3.7kg/m3, sand 788kg/m3, the kg/m3 of microlith 1112 and additive 5.5kg/m3.
  3. 3. high building concrete according to claim 1 or 2, it is characterised in that:The additive is poly- hydroxy acid water reducer.
  4. 4. high building concrete according to claim 1, it is characterised in that:The sand is middle sand.
  5. 5. high building concrete according to claim 1, it is characterised in that:The microlith is particle diameter 11-17mm microlith.
CN201610711555.6A 2016-08-24 2016-08-24 A kind of high building concrete Pending CN107777931A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610711555.6A CN107777931A (en) 2016-08-24 2016-08-24 A kind of high building concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610711555.6A CN107777931A (en) 2016-08-24 2016-08-24 A kind of high building concrete

Publications (1)

Publication Number Publication Date
CN107777931A true CN107777931A (en) 2018-03-09

Family

ID=61388152

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610711555.6A Pending CN107777931A (en) 2016-08-24 2016-08-24 A kind of high building concrete

Country Status (1)

Country Link
CN (1) CN107777931A (en)

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WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20180309