CN209559611U - A kind of concrete sample proportion mold - Google Patents

A kind of concrete sample proportion mold Download PDF

Info

Publication number
CN209559611U
CN209559611U CN201920101946.5U CN201920101946U CN209559611U CN 209559611 U CN209559611 U CN 209559611U CN 201920101946 U CN201920101946 U CN 201920101946U CN 209559611 U CN209559611 U CN 209559611U
Authority
CN
China
Prior art keywords
concrete
wooden
mold
formation hole
sample
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.)
Expired - Fee Related
Application number
CN201920101946.5U
Other languages
Chinese (zh)
Inventor
王士超
孙永生
高东强
王彦雄
张永在
马同远
李悦洋
吴哲
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CCCC First Highway Engineering Group Co Ltd
Original Assignee
CCCC First Highway Engineering Group Co Ltd
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 CCCC First Highway Engineering Group Co Ltd filed Critical CCCC First Highway Engineering Group Co Ltd
Priority to CN201920101946.5U priority Critical patent/CN209559611U/en
Application granted granted Critical
Publication of CN209559611U publication Critical patent/CN209559611U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

The utility model discloses a kind of concrete samples to match mold, which includes flat bracket, hydraulic cylinder, wooden plate, wooden concrete mold, rectangle deep gouge, steel base, blotting paper and concrete formation hole.Wooden plate to the concrete sample pressure loading force for overflowing concrete formation hole certain altitude, leave a trace in blotting paper by the moisture that sample overflows, and passes through the spilling water rate of the more each sample of each trace line.Wooden plate is mounted on the top in concrete formation hole as wiping tablet, carries out floating pressure to wooden concrete mold as force application board by the pedestal of hydraulic cylinder;Guarantee that the concrete sample in the concrete formation hole of wooden concrete mold can be extruded.It is able to carry out multiple groups coagulation soil's water content, intensity etc. in wooden concrete mold and carries out qualitative comparison.

Description

A kind of concrete sample proportion mold
Technical field
The utility model relates to a kind of devices that concrete sample is matched, and belong to concrete curing construction test technology Field.
Background technique
With the quickening of Process of Urbanization Construction process paces, the rapid development of building trade, according to " Architectural Structure Design term With symbol standard " regulation of GB/T50083-97, the definition of strength grade of concrete is: according to compressive strength of concrete The intensity rank that standard value divides.Characteristic value of cubic concrete compressive strength means the side according to standard method production maintenance The cube specimen of a length of 150mm, in the compression strength with 95% fraction that 28d age is measured with standard test method. Strength grade of concrete is the strength grade of concrete symbol C and cube divided according to cube resistance to compression normal intensity Compressive strength standard value (in terms of MPa) indicates that normal concrete divides are as follows: C7.5, C10, C15, C20, C25, C30, C35, 12 grades such as C40, C45, C50, C55, C60.
Performance: the relative density of portland cement is 3.1~3.2.Cement is contacted with water can release heat, by a timing Between just condense (cement of different cultivars has different setting times).To guarantee that cement has suitable setting time, it is commonly incorporated into suitable The gypsum of amount, chemical fertilizer industry byproduct ardealite, fluorgypsum also limited standard.It is ripe that the additional amount of gypsum depends mainly on cement The content of aluminate in material, additional amount is with sulfur trioxide no more than 3.5%.Cement should have good volume stability.It is solidifying Cement after knot is consolidated and with hard quickly in water with mechanical strength (resistance to compression and flexural strength) in air.Generally with cement: sand The mortar specimen of=1:2.5 conserves 3 days, 7 days and 28 days resistance to compressions and flexural strengths in water, meets national standard as water The intensity index of mud in terms of kg/cm2, and is known as with the numerical value of 28 days compression strength the label of cement.Portland cement is common Label has 325,425,525 and 625.Some high-strength and Ultrastrength cement label, even up to 1000 or more.In clinker Hydration reaction (being hydrated) occurs when each mineral and water contact, while generating calcium hydroxide, hydrated calcium silicate gel, aquation aluminic acid Calcium and hydrated calcium ferrite etc..When there is gypsum, latter two hyrate generates hydrated calcium aluminate sulfate and aquation sulphur calcium ferrite respectively.Water Slurry body can be shunk in dry conditions, can be expanded in wet condition.Calcium hydroxide and drated calcium aluminate will be by sulphur in seawater The corrosion function of hydrochlorate, therefore the content of calcium aluminate in cement is limited cement used in harbour etc..If alkali content mistake in cement Height, and when gathering materials containing active silica of concrete is made, it also occur that alkali-aggregate reaction, volume expansion, Behavior of Hardened Cement Paste It will be damaged with concrete.Excessive free calcium oxide and periclase also generate volume expansion in hydration reaction in clinker, make Bad at cement volume stability, this cement is with regard to unqualified.
Therefore, designing a kind of mold and carrying out test to concrete sample is highly desirable.
Utility model content
The purpose of this utility model is that devise a kind of concrete sample proportion mold, by the mold for multiple groups not Concrete sample spilling water rate, intensity record with proportion, finally realize the qualitative comparison of intensity, performance.
To achieve the above object, the technical solution adopted in the utility model is that a kind of concrete sample matches mold, the mould Tool includes flat bracket 1, hydraulic cylinder 2, wooden plate 3, wooden concrete mold 4, rectangle deep gouge 5, steel base 6, blotting paper 7 With concrete formation hole 8.
Wooden concrete mold 4 is placed on steel base 6, and rectangle deep gouge 5 is arranged among the bottom of steel base 6, Flat bracket 1 is mounted on the top of wooden concrete mold 4, and the centre of wooden concrete mold 4 is equipped with multiple concrete formations Hole 8;The top of flat bracket 1 is equipped with multiple hydraulic cylinders 2, and the bottom of each hydraulic cylinder 2 is mounted on wooden plate 3, wooden flat The each concrete formation hole 8 of 3 face of plate, the hydraulic stem of hydraulic cylinder 2 are connected with the top of flat bracket 1;The branch of flat bracket 1 Foot is fixed on testing stand.
Multiple blotting papers 7 are placed on rectangle deep gouge 5, each blotting paper 7 is corresponding with each concrete formation hole 8.
Blotting paper 7 is circumferentially with multiple circumferential graduation marks.
Compared with prior art, the utility model has the following technical effect that.
1, wooden plate is mounted on the top in concrete formation hole as wiping tablet, by the pedestal of hydraulic cylinder as force application board Floating pressure is carried out to wooden concrete mold;Guarantee the concrete sample energy in the concrete formation hole of wooden concrete mold Enough it is extruded.
2, it is able to carry out multiple groups coagulation soil's water content, intensity etc. in wooden concrete mold and carries out qualitative comparison.
3, multiple circumferential graduation marks in the same direction are equipped in blotting paper, blotting paper is to the coagulation in absorption and coagulation earth forming hole Soil sample moisture passes through the qualitative spilling water rate for recording each sample of the washmarking mark in circumferential graduation mark.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the steel base floor map of the utility model.
Specific embodiment
The utility model is described in detail below in conjunction with drawings and examples.
As shown in Figs. 1-2, a kind of concrete sample matches mold, which includes flat bracket 1, hydraulic cylinder 2, wooden flat Plate 3, wooden concrete mold 4, rectangle deep gouge 5, steel base 6, blotting paper 7 and concrete formation hole 8.
Wooden concrete mold 4 is placed on steel base 6, and rectangle deep gouge 5 is arranged among the bottom of steel base 6, Flat bracket 1 is mounted on the top of wooden concrete mold 4, and the centre of wooden concrete mold 4 is equipped with multiple concrete formations Hole 8;The top of flat bracket 1 is equipped with multiple hydraulic cylinders 2, and the bottom of each hydraulic cylinder 2 is mounted on wooden plate 3, wooden flat The each concrete formation hole 8 of 3 face of plate, the hydraulic stem of hydraulic cylinder 2 are connected with the top of flat bracket 1;The branch of flat bracket 1 Foot is fixed on testing stand.
Multiple blotting papers 7 are placed on rectangle deep gouge 5, each blotting paper 7 is corresponding with each concrete formation hole 8.
Blotting paper 7 is circumferentially with multiple circumferential graduation marks.
Embodiment
Flat bracket 1 is mounted on testing stand, is added in the concrete formation hole 8 of wooden concrete mold 4 each The concrete sample of different component;Concrete sample overflows 8 certain altitude of concrete formation hole.
The hydraulic stem of hydraulic cylinder 2 applies counter-force to the top of flat bracket 1, and the pedestal of hydraulic cylinder 2 is driven in the reverse direction wooden flat The movement of plate 3.
The concrete sample pressure loading force of 3 pairs of wooden plate spilling 8 certain altitudes of concrete formation hole, what sample overflowed Moisture is left a trace in blotting paper 7, passes through the spilling water rate of the more each sample of each trace line.
The concrete sample of 3 pairs of wooden plate spillings applies loading force, compares concrete strength by pressing trace orientation.

Claims (2)

1. a kind of concrete sample matches mold, it is characterised in that: the mold includes flat bracket (1), hydraulic cylinder (2), wooden Plate (3), wooden concrete mold (4), rectangle deep gouge (5), steel base (6), blotting paper (7) and concrete formation hole (8);
Wooden concrete mold (4) is placed on steel base (6), and rectangle deep gouge (5) is arranged in the bottom of steel base (6) Between, flat bracket (1) is mounted on the top of wooden concrete mold (4), and the centre of wooden concrete mold (4) is equipped with multiple mixed Solidifying earth forming hole (8);The top of flat bracket (1) is equipped with multiple hydraulic cylinders (2), and the bottom of each hydraulic cylinder (2) is mounted on wood On matter plate (3), the wooden each concrete formation hole (8) of plate (3) face, hydraulic stem and flat bracket (1) of hydraulic cylinder (2) Top be connected;The stabilizer blade of flat bracket (1) is fixed on testing stand;
It is placed on rectangle deep gouge (5) multiple blotting papers (7), each blotting paper (7) and each concrete formation hole (8) are opposite It answers.
2. a kind of concrete sample according to claim 1 matches mold, it is characterised in that: the circumferential direction of blotting paper (7) is set There are multiple circumferential graduation marks.
CN201920101946.5U 2019-01-19 2019-01-19 A kind of concrete sample proportion mold Expired - Fee Related CN209559611U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920101946.5U CN209559611U (en) 2019-01-19 2019-01-19 A kind of concrete sample proportion mold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920101946.5U CN209559611U (en) 2019-01-19 2019-01-19 A kind of concrete sample proportion mold

Publications (1)

Publication Number Publication Date
CN209559611U true CN209559611U (en) 2019-10-29

Family

ID=68308617

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920101946.5U Expired - Fee Related CN209559611U (en) 2019-01-19 2019-01-19 A kind of concrete sample proportion mold

Country Status (1)

Country Link
CN (1) CN209559611U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114347214A (en) * 2021-12-08 2022-04-15 中建科工集团有限公司 Concrete test block manufacturing device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114347214A (en) * 2021-12-08 2022-04-15 中建科工集团有限公司 Concrete test block manufacturing device
CN114347214B (en) * 2021-12-08 2024-06-25 中建科工集团有限公司 Concrete test block manufacturing device

Similar Documents

Publication Publication Date Title
Slaty et al. Durability of alkali activated cement produced from kaolinitic clay
CN100473624C (en) Concrete light silicon fibre crack-proof intensifier
Raijiwala et al. Geopolymer concrete: A concrete of next decade
Collins et al. Microcracking and strength development of alkali activated slag concrete
CN102207000B (en) High-performance functionally-gradient shield lining segment and preparation method thereof
CN101949816B (en) Test method for measuring plastic concrete permeability coefficient
CN106007539B (en) A kind of internal curing of cement-based materials agent and its preparation and application
CN103803916B (en) A kind of strength grade granite powder concrete being not more than C40 and preparation method thereof
CN106007561A (en) Dry-mixed mortar prepared from industrial solid waste
CN103771798A (en) Soft sandstone modified material
CN107673699A (en) A kind of high-strength high permeability rate concrete and preparation method thereof
CN109020405B (en) High-performance concrete with excellent impermeability and preparation method thereof
CN209559611U (en) A kind of concrete sample proportion mold
CN110078457A (en) A kind of groundwork firming agent for soft soil prepared using industrial residue
Reddy et al. Influence of strong alkaline substances (sodium carbonate and sodium bicarbonate) in mixing water on strength and setting properties of concrete
Hastuty Comparison of the use of cement, gypsum, and limestone on the improvement of clay through unconfined compression test
Ozyildirim et al. Resistance to chloride ion penetration of concretes containing fly ash, silica fume, or slag.
CN104030596B (en) Alkaline-free anti-crack concrete shrinkage reducing agent
CN101549989A (en) Method for matching lime modified soil and determining matching and using method for preparation
CN104834771A (en) Method for establishing strength measurement curve of concrete with high-volume mineral admixtures
CN109553372B (en) Preparation and use methods of recyclable phosphogypsum roadbed material
CN104355561B (en) A kind of anti-crack water-proof agent for concrete and its preparation and application
Uddin et al. A comparative study on clay and red soil based geopolymer mortar
KR20190070897A (en) Road pavement constructing method using imperviousness concrete having waterproof
Afroz Potential of starch as bio-admixture for cementitious composites

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20191029

Termination date: 20220119