CN1215321C - Fast strength test method of cementing material for PHC tube pile - Google Patents

Fast strength test method of cementing material for PHC tube pile Download PDF

Info

Publication number
CN1215321C
CN1215321C CN 02114854 CN02114854A CN1215321C CN 1215321 C CN1215321 C CN 1215321C CN 02114854 CN02114854 CN 02114854 CN 02114854 A CN02114854 A CN 02114854A CN 1215321 C CN1215321 C CN 1215321C
Authority
CN
China
Prior art keywords
hours
test
binder materials
pile tube
compressive strength
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
CN 02114854
Other languages
Chinese (zh)
Other versions
CN1363833A (en
Inventor
苏宝国
强卫
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.)
JIANAN CEMENT PIPE AND PILE PRODUCT CO FANYU DISTRICT GUANGZHOU CITY
Original Assignee
JIANAN CEMENT PIPE AND PILE PRODUCT CO FANYU DISTRICT GUANGZHOU CITY
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 JIANAN CEMENT PIPE AND PILE PRODUCT CO FANYU DISTRICT GUANGZHOU CITY filed Critical JIANAN CEMENT PIPE AND PILE PRODUCT CO FANYU DISTRICT GUANGZHOU CITY
Priority to CN 02114854 priority Critical patent/CN1215321C/en
Publication of CN1363833A publication Critical patent/CN1363833A/en
Application granted granted Critical
Publication of CN1215321C publication Critical patent/CN1215321C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The present invention belongs to the field of measuring and testing, particularly to a method for fast testing the intensity of the gelled material of a PHC pipe pile. A test component is prepared from 20% of cement, 8.6% of ground admixtures, 71.4% of standard sand and mixing water as the rest which are stirred sufficiently and uniformly, and then, a test die is placed in a maintenance box so as to be maintained for 21 to 27 hours; the temperature of the maintenance box is controlled at 17 to 23 DEG C, relative moisture is larger than 90%, and after being maintained for 21 to 27 hours in the maintenance box, the test die is taken out to be demoulded, and demoulded test component is placed in a steam pressurizing pot for steam pressurizing and maintenance; time for rising temperature and pressure of the steam pressurizing pot is 2.5 hours, constant temperature is from 170 to 190 DEG C, constant pressure is maintained at 0.9 to 1.1MPa, and the time is 4 hours; then, the test component is cooled and decompressed for 1.5 hours, and the test component is taken out from the steam pressurizing pot so as to carry out a compressive strength test. The present invention can test the intensity of the gelled material of the PHC pipe pile fast and is favorable for the production and the use of the gelled material. The present invention satisfies the requirements of the gelled material of the PHC pipe pile for quality control.

Description

The method of inspection of PHC pile tube Binder Materials intensity
Technical field
The method of inspection of PHC pile tube Binder Materials intensity of the present invention belongs to measurement, field tests, particularly a kind of method for quickly detecting of PHC pile tube Binder Materials intensity.
Background technology
The quick test of the primary raw material in the PHC pile tube (prestressed high strength concrete pile tube)---Binder Materials intensity can't (ZBQ11004-86) be carried out with industry standard " strength of cement method for quickly detecting ", owing in PHC pile tube Binder Materials, contain levigate silica sand or levigate building sand about 30%, they just produce activity in the time of 140 ℃, adopt " strength of cement method for quickly detecting " can not correctly reflect the intensity of PHC pile tube Binder Materials, be unfavorable for the production and the use of Binder Materials, influential to the quality quality of PHC pile tube.
The objective of the invention is to avoid weak point of the prior art, and a kind of intensity that can check PHC pile tube Binder Materials apace is provided, help the method for inspection of the PHC pile tube Binder Materials intensity of the production of Binder Materials and use.
Summary of the invention
The objective of the invention is to reach by following measure, the amount (percentage by weight) of each composition of test specimen that is adopted is: cement 20%, levigate admixture 8.6%, normal sand 71.4%, require cement to sieve with the square hole screen of 0.9mm, levigate admixture sieves with the square hole screen of 0.9mm, normal sand meets the quality requirements of GB178-77 " Standard sand for cement strength test ", with cement, and levigate admixture, normal sand, add mixing water, after stirring, put into die trial and wipe off, die trial was put into the curing box maintenance 21-27 hour, the curing box temperature is controlled at 17-23 ℃, and relative humidity with die trial is taken out the demoulding after maintenance 21-27 hour greater than 90% in the curing box, test specimen after the demoulding is put into the still kettle steam press maintenance, and the increasing temperature and pressure time of still kettle is 2.5 hours; Constant temperature is at 170-190 ℃ of degree, keeping constant voltage pressure is 0.9-1.1Mpa, long 4 hours of time, decrease temperature and pressure is 1.5 hours then, maintenance finishes in still kettle, takes out test specimen and carry out compressive strength test from still kettle, and compressive strength test is carried out according to the regulation of GB177-85, adopt the resistance to compression anchor clamps, the loading speed of pressing machine is controlled in the scope of 5000 ± 500N/s.
28 days compressive strength of PHC pile tube Binder Materials is calculated as follows:
R28=A*Rk+B
In the formula, the compressive strength of the PHC pile tube Binder Materials 28d of R28---prediction, the Mpa of unit
Rk---with the PHC pile tube Binder Materials compressive strength that this detection method is measured, the Mpa of unit
The constant that A, B----are undetermined
A, B undetermined constant value are determined by following formula:
A = [ Σ i = 1 n R 28 i * Rki - ( Σ i = 1 n R 28 i ) ( Σ i = 1 n Rki ) / n ] / [ Σ i = 1 n Rki * Rki - ( Σ i = 1 n Rki ) * (
Σ i = 1 n Rki ) / n ]
B = ( Σ i = 1 n R 28 i ) / n - A ( Σ i = 1 n Rki ) / n
R28i in the formula---i cement sample 28d compressive strength determination value (not adding admixture), the Mpa of unit;
Rki---i PHC pile tube Binder Materials sample strength detection value (adding admixture), the Mpa of unit;
N---test number (TN) is no less than 30 times.
The following formula of definite usefulness of PHC pile tube Binder Materials check strength control value calculates:
[Rk]=(RC-B)/A
In the formula, RC---cement mark, Mpa;
[Rk]---PHC pile tube Binder Materials check strength control value, Mpa;
A, B----constant.
As Rk 〉=[Rk], judge that PHC pile tube Binder Materials compressive strength is qualified; As Rk<[Rk], judge that PHC pile tube Binder Materials compressive strength is defective.
The amount (percentage by weight) of each composition of test specimen that is adopted is formed also can adopt cement 12-31.5%, and levigate admixture 3.5-12% is in the scope of normal sand 65-76%.
The present invention can the fast intensity of checking PHC pile tube Binder Materials apace, helps the production and the use of Binder Materials, satisfies the needs of PHC pile tube Binder Materials quality control.
Embodiment
Three test specimens of moulding need the material of weighing: cement 378g, levigate admixture 162g, normal sand 1350g, water 238g.According to the regulation of GB177-85, cement, levigate admixture, normal sand are poured in the agitated kettle, start stirring machine, mix and stir water filling slowly after 5 seconds, mixing time is 3 minutes.Reaching die trial down, funnel is clamped on the vibration table surface center, packing into the material for test that stirs down, funnel flows in the die trial, the blanking time is controlled at 20-40 in second, vibrates parking in 120 seconds, takes off die trial, floating with flexible spatulas, die trial was put into the curing box maintenance 24 hours, and the curing box temperature is controlled at 20 ℃, and relative humidity is greater than 90%, maintenance was taken out the demoulding with die trial after 24 hours in the curing box, and the test specimen after the demoulding is put into the still kettle steam press maintenance.The increasing temperature and pressure time of still kettle is 2.5 hours; Constant temperature is at 170-190 ℃ of degree, and keeping constant voltage pressure is 0.9-1.1Mpa, and long 4 hours of time, decrease temperature and pressure is 1.5 hours then, and maintenance finishes in still kettle, takes out from still kettle and carries out compressive strength test.Compressive strength test is carried out according to the regulation of GB177-85, adopts the resistance to compression anchor clamps, and the loading speed of pressing machine is controlled in the scope of 5000 ± 500N/s.

Claims (2)

1, a kind of method of inspection of PHC pile tube Binder Materials intensity, the amount that it is characterized in that each composition of test specimen of being adopted is: cement 12-31.5%, levigate admixture 3.5-12%, normal sand 65-76%, cement sieves with the square hole screen of 0.9mm, levigate admixture sieves with the square hole screen of 0.9mm, add mixing water, after stirring, put into die trial and wipe off, die trial was put into the curing box maintenance 21-27 hour, the curing box temperature is controlled at 17-23 ℃, and relative humidity with die trial is taken out the demoulding after maintenance 21-27 hour greater than 90% in the curing box, test specimen after the demoulding is put into the still kettle steam press maintenance, and the increasing temperature and pressure time of still kettle is 2.5 hours; Constant temperature is at 170-190 ℃ of degree, keeping constant voltage pressure is 0.9-1.1Mpa, long 4 hours of time, decrease temperature and pressure is 1.5 hours then, from still kettle, take out and carry out compressive strength test, compressive strength test is carried out according to the regulation of GB177-85, and 28 days 28d compressive strength of PHC pile tube Binder Materials is calculated as follows:
R28=A*Rk+B
In the formula, R28---the compressive strength of prediction PHC pile tube Binder Materials 28d, the Mpa of unit;
Rk---with the PHC pile tube Binder Materials compressive strength that this detection method is measured, the Mpa of unit;
The constant that A, B----are undetermined,
The following formula of definite usefulness of PHC pile tube Binder Materials check strength control value calculates,
[Rk]=(RC-B)/A
In the formula, RC---cement mark,
[Rk]---PHC pile tube Binder Materials check strength control value,
A, B---constant.
2, the method of inspection of PHC pile tube Binder Materials intensity according to claim 1, the amount that it is characterized in that each composition of test specimen of being adopted is: cement 20%, levigate admixture 8.6%, normal sand 71.4%, cement sieves with the square hole screen of 0.9mm, levigate admixture sieves with the square hole screen of 0.9mm, add mixing water, after stirring, put into die trial and wipe off, die trial was put into the curing box maintenance 21-27 hour, the curing box temperature is controlled at 17-23 ℃, and relative humidity with die trial is taken out the demoulding after maintenance 21-27 hour greater than 90% in the curing box, test specimen after the demoulding is put into the still kettle steam press maintenance, and the increasing temperature and pressure time of still kettle is 2.5 hours; Constant temperature is at 170-190 ℃ of degree, and keeping constant voltage pressure is 0.9-1.1Mpa, and long 4 hours of time, decrease temperature and pressure is 1.5 hours then, takes out from still kettle and carries out compressive strength test, and compressive strength test is carried out according to the regulation of GB177-85.
CN 02114854 2002-02-04 2002-02-04 Fast strength test method of cementing material for PHC tube pile Expired - Fee Related CN1215321C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 02114854 CN1215321C (en) 2002-02-04 2002-02-04 Fast strength test method of cementing material for PHC tube pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 02114854 CN1215321C (en) 2002-02-04 2002-02-04 Fast strength test method of cementing material for PHC tube pile

Publications (2)

Publication Number Publication Date
CN1363833A CN1363833A (en) 2002-08-14
CN1215321C true CN1215321C (en) 2005-08-17

Family

ID=4743333

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 02114854 Expired - Fee Related CN1215321C (en) 2002-02-04 2002-02-04 Fast strength test method of cementing material for PHC tube pile

Country Status (1)

Country Link
CN (1) CN1215321C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100473967C (en) * 2007-05-02 2009-04-01 万凌志 Load box recovery device for PHC tubular pile self-counter force balance pile test

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104237489B (en) * 2014-09-29 2016-01-20 华南理工大学 A kind of method measuring tubular pile concrete self-healing performance
CN109738286A (en) * 2019-01-10 2019-05-10 山东科技大学 Band mould rush coagulates steam-cured method quick predict masonry mortar strength test device and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100473967C (en) * 2007-05-02 2009-04-01 万凌志 Load box recovery device for PHC tubular pile self-counter force balance pile test

Also Published As

Publication number Publication date
CN1363833A (en) 2002-08-14

Similar Documents

Publication Publication Date Title
Isacsson et al. Testing and appraisal of polymer modified road bitumens—state of the art
Assaad et al. Evaluation of static stability of self-consolidating concrete
CN101769916B (en) Method for testing expansion/contraction stress of cement-based material
WO2013097172A1 (en) Method for testing setting time of cement-based material
EP0125774B1 (en) Method and apparatus for testing ready-mixed concrete
CN113237830B (en) Method for detecting adhesion performance of asphalt-aged steel slag aggregate
Öztürk et al. Improved ultrasonic wave reflection technique to monitor the setting of cement-based materials
CN105277405A (en) Manufacture method for cement sample used for simulating parent-rock porosity character
CN111610099B (en) Rubber concrete fracture performance analysis method based on temperature and humidity changes
CN1215321C (en) Fast strength test method of cementing material for PHC tube pile
Assaad et al. Formwork pressure of self-consolidating concrete containing recycled coarse aggregates
CN100554929C (en) A kind of quick measurement-infer method of soil cement intensity
CN109100265B (en) Rapid inspection method for fine aggregate entering field
CN106248480B (en) Tunnel lining structure crack treatment imitative experiment platform and experimental method
Kevern et al. Test methods for characterizing air void systems in portland cement pervious concrete
CN116106481A (en) Method for testing adsorption quantity of fine aggregate on water reducer and application thereof
Miller et al. Correlating rheological and bond properties of emulsions to aggregate retention of chip seals
Huang et al. Investigation of simple performance characteristics of plant-produced asphalt mixtures in Tennessee
Gökçe et al. A functional bleeding test apparatus for concrete
CN113832808A (en) Thin slurry mixture mixing device and method
Fr6hlich et al. Influences on repeatability and reproducibility of testing methods for fresh UHPC
Ferraris et al. The effect of stress relaxation, self-desiccation, and water absorption on the alkali-silica reaction in low watercement ratio mortars
Rashid et al. Effect of Water/Cement Ratio on the Properties of Brick Aggregate Concrete
CN116577160B (en) Indoor forming method of single-component polyurethane mixture
CN113533120B (en) Cement paste purification and granulation quantification method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee