CN203924029U - Building-site practical simple degree of compaction with degree of compaction survey tool is measured case - Google Patents

Building-site practical simple degree of compaction with degree of compaction survey tool is measured case Download PDF

Info

Publication number
CN203924029U
CN203924029U CN201420136943.2U CN201420136943U CN203924029U CN 203924029 U CN203924029 U CN 203924029U CN 201420136943 U CN201420136943 U CN 201420136943U CN 203924029 U CN203924029 U CN 203924029U
Authority
CN
China
Prior art keywords
compaction
degree
instrument
test apparatus
water content
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
CN201420136943.2U
Other languages
Chinese (zh)
Inventor
李建霞
李红卫
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.)
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 CN201420136943.2U priority Critical patent/CN203924029U/en
Application granted granted Critical
Publication of CN203924029U publication Critical patent/CN203924029U/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)
  • Sampling And Sample Adjustment (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

Building-site practical simple degree of compaction of the present utility model is measured case, comprise suitcase and be arranged on upper in suitcase, lower two instrument templates, and the test apparatus equipment of measuring degree of compaction and water content, on, lower two instrument templates are by the outline of the test apparatus equipment of every measurement degree of compaction and water content, to carry out die sinking to form, in every experimental instrument and equipment correspondence, exclusive pit in lower two instrument templates, upper slice instrument template is arranged in the open cap on suitcase top, lower instrument template is placed in the casing of suitcase bottom, in utilization, lower two instrument templates are docked, thereby from above and below fix the test apparatus equipment of all measurement degree of compaction and water content.The utility model can be measured required instrument by all core cutter method degree of compaction and put together, prevents that test apparatus from losing and omission, can test at scene, provides data timely, has saved experimental data the time is provided, and carries out degree of compaction measurement whenever and wherever possible.

Description

Building-site practical simple degree of compaction with degree of compaction survey tool is measured case
Technical field
The present invention relates to fine grained soils water content, degree of compaction simple measuring device for the infrastructure fields such as a kind of highway, town road, particularly a kind of building-site practical simple degree of compaction is measured case.
Background technology
At highway, the infrastructure fields such as town road, along with in recent years along with economic fast development, increasing of Overload Traffic instrument, requirement to road quality classification and quality is more and more higher, also progressively accelerating of Highway cycle, to highway construction project management level, quality supervision system, the requirement of supervisory method is also had higher requirement thereupon, highway subgrade compaction quality, mainly by concrete detection method and detection data evaluation, degree of compaction is not up to standard is to cause road surface breakage, behavior in service is poor, the traffic capacity is poor, the main cause that traffic accident is many, only have the abundant compacting of road structure layer, guarantee subgrade strength, rigidity, planeness, guarantee, guarantee roadbed, the application life on road surface, in relevant design in the past, construction technique normalizing, to fines soil water content and degree of compaction mensuration, require stricter, test procedure is more loaded down with trivial details, site construction route is long, and construction is interim poor by road road conditions, and the sampling test time is long, degree of compaction data provide not in time, affecting engineering construction problem, in highway engineering construction, how can provide fast and accurately degree of compaction data, is the matter of utmost importance that solves highway subgrade compaction quality.
By on-site inspection, find that existing Subgrade Compaction test method use exists following problem:
1, job site personnel is carried out subgrade compaction, can not obtain in time subgrade moisture content data, can not construct in time;
2, receive after field sampling, arrive in job site, after sampling, return to test room and do experiment, waste time longer;
3, building-site constructor and testing crew can not be analyzed and researched jointly.Improve construction quality;
4, test specimen can not be measured in time, affects the accuracy of experimental data;
5, experimental data can not provide in time, affects construction speed, causes claim for eot;
Due to above reason, really need to find field trial, scene that the way of data is provided, guarantee construction quality and construction speed.
By analysis and research, find, cause above defect former because:
1, there is certain distance in test room and job site, can not test in time;
2, test apparatus is many, assorted, not portable, easily omits;
3, experimental data and job site are poor if having time, affect construction speed and carry out smoothly.
Summary of the invention
The present invention, in order to make up the defect of prior art, provides a kind of energy Fast Measurement roadbed fine grained soils water content, density, with the building-site practical simple degree of compaction of Fast Measurement degree of compaction, measures case.
The present invention is achieved through the following technical solutions:
Building-site practical simple degree of compaction of the present invention is measured case, it is characterized in that: comprise suitcase and be arranged on upper in suitcase, lower two instrument templates, and the test apparatus equipment of measuring degree of compaction and water content, on, lower two instrument templates are by the outline of the test apparatus equipment of every measurement degree of compaction and water content, to carry out die sinking to form, in every experimental instrument and equipment correspondence, exclusive pit in lower two instrument templates, upper slice instrument template is arranged in the open cap on suitcase top, lower instrument template is placed in the casing of suitcase bottom, in utilization, lower two instrument templates are docked, thereby from above and below fix the test apparatus equipment of all measurement degree of compaction and water content.
The test apparatus equipment of measuring degree of compaction and water content comprises electronic balance, moisture determination aluminium box, cutting ring, band Rubber end cutting ring lid, repaiies native cutter, ruler, keyhole saw, chisel, iron hammer, hairbrush, vaseline, alcohol plastic bottle, alcohol glue head dropper, balance charger, calculator, match or general-purpose match and general-purpose match oily, flexible spatulas, also comprises level board and draught shield, minute book and pen.
Lower instrument template is provided with two horizontal tubes, and one is fore-and-aft direction setting, and one is left and right directions setting; Measure four jiaos, case and be provided with bubble level adjustable screw, to regulate the case level of measuring.
Level board and draught shield are sidelong in the exclusive pit arranging for it in upper and lower two instrument templates, draught shield keeps out the wind when being used for weighing and burning, draught shield height is 30-40 centimetre, level board is for aluminium box being placed on to the alcohol that burns above, and four jiaos of level boards are provided with bubble level adjustable screw.
The test apparatus equipment of measuring degree of compaction and water content also comprises balance reserve battery and calculator reserve battery.
The invention has the beneficial effects as follows, adopt degree of compaction case, all core cutter method degree of compaction can be measured to required instrument puts together, prevent that test apparatus from losing and omission, can test at scene, solved fine grained soils sampling difficulty in puzzlement subgrade compaction process, measure water content, the density time is long, building site degree of compaction data provide not in time, affect many difficult problems such as engineering construction, method is easy, easy to operate, cost is low, provide data timely, saved experimental data the time is provided, accomplish according to construction needs, carry out degree of compaction measurement whenever and wherever possible, guaranteed that construction speed carries out smoothly, there is certain social benefit.
Accompanying drawing explanation
Fig. 1 is lower instrument template schematic diagram of the present utility model.Fig. 2 is level board schematic diagram.Fig. 3 is schematic diagram of the present utility model.
In figure, 1, 4, 18, 32 bubble level adjustable screws, 2 level boards and draught shield, 3 minute books, 5, 6 cutting rings, 7 lids of the cutting ring with rubber, 8 vaseline boxes, 9 iron hammers, 10 aluminium boxes, 11 balance chargers, 12 balance reserve batteries and calculator reserve battery, 13 repair native cutter, 14 tack chisels, 15 repair native hairbrush, 16 vaseline hairbrush, 17 aluminium boxes, 19 electronic balances, 20 calculators, 21, 22 tip chisels, 23 general-purpose matches, oil for 24 general-purpose matches, 25 alcohol buckets, 26 steel rulers, 27 flexible spatulas, 28 keyhole saws, glue head dropper for 29 alcohol, 30, 31 long horizontal tubes.33 upper slice instrument templates, 34 times sheet instrument templates, 35 open caps, 36 casings.
The specific embodiment
Accompanying drawing is a kind of specific embodiment of the present utility model.
Building-site practical simple degree of compaction of the present invention is measured case, comprise suitcase and be arranged on upper in suitcase, lower two instrument templates, and the test apparatus equipment of measuring degree of compaction and water content, on, lower two instrument templates are by the outline of the test apparatus equipment of every measurement degree of compaction and water content, to carry out die sinking to form, in every experimental instrument and equipment correspondence, exclusive pit in lower two instrument templates, upper slice instrument template 33 is arranged in the open cap 35 on suitcase top, lower instrument template 34 is placed in the casing 36 of suitcase bottom, in utilization, lower two instrument templates are docked, thereby from above and below fix the test apparatus equipment of all measurement degree of compaction and water content.
The test apparatus equipment of measuring degree of compaction and water content comprises electronic balance, moisture determination aluminium box, cutting ring, band Rubber end cutting ring lid, repaiies native cutter, ruler, keyhole saw, chisel, iron hammer, hairbrush, vaseline, alcohol plastic bottle, alcohol glue head dropper, balance charger, calculator, match or general-purpose match and general-purpose match oily, flexible spatulas, also comprises level board and draught shield, minute book and pen.
Lower instrument template is provided with two horizontal tubes, and one is fore-and-aft direction setting, and one is left and right directions setting; Measure four jiaos, case and be provided with bubble level adjustable screw, to regulate the case level of measuring.
Level board and draught shield are sidelong in the exclusive pit arranging for it in upper and lower two instrument templates, draught shield keeps out the wind when being used for weighing and burning, draught shield height is 30-40 centimetre, level board is for aluminium box being placed on to the alcohol that burns above, and four jiaos of level boards are provided with bubble level adjustable screw.(draught shield is four rectangular flat plate that link together and form a circle, and can along the junction between adjacent two flat boards, fold or strut, and can keep out the wind around being connected to level board surrounding, forms the boxed-section shape that a top does not have case lid.)
The test apparatus equipment of measuring degree of compaction and water content also comprises balance reserve battery and calculator reserve battery.
The present invention passes through test of many times, adopt suitcase, by the intrinsic model of test apparatus equipment, carry out die sinking, form upper and lower two instrument templates, be placed on the lower part box and top open cap of suitcase, fixing all devices, in upper and lower two instrument templates, in each exclusive pit, correspondence is placed with following test apparatus equipment separately.
The first row:
1 bubble level adjustable screw, adjusting level, is beneficial to electronic balance measurement accuracy;
2 level boards and draught shield, four jiaos of level boards have bubble level adjustable screw, and centre is provided with the region that can put 8-12 aluminium box, takes out after adjusting level, and aluminium box is placed on level board to alcohol in Burning Aluminium box, measured moisture content; The high 30-40 centimetre of windproof plate washer, can enclosing when balance surrounding is used for weighing, carry out windproof, can also connect and enclosing in level board surrounding, during burning alcohol, prevent fire extinguishing;
3 minute books, record calculates water content and soil is done wet density, degree of compaction;
4 bubble level adjustable screws.
The second row:
5 cutting rings, to 4 of the cutting rings of transferring internal diameter 6-8cm, high 2-3cm, wall thickness 1.5-2mm;
6 cutting rings, to 4 of the cutting rings of transferring internal diameter 6-8cm, high 2-3cm, wall thickness 1.5-2mm;
7 lids of the cutting ring with Rubber end;
8 vaseline one boxes, are coated in outside in cutting ring, are convenient to iron hammer hammering;
9 iron hammers;
10 aluminium boxes, measured moisture content, 4.
The third line:
11 balance chargers, charge to balance;
12 2 groups of balance reserve batteries, 1 group of calculator reserve battery;
13 repair native cutter, repair the soil body in cutting ring;
14 tack chisels, dig out cutting ring;
15 repair native hairbrush;
16 vaseline hairbrush;
17 aluminium boxes, measured moisture content, 4.
Fourth line:
18 bubble level adjustable screws;
19 electronic balances, precision is 0.01 gram;
20 calculators;
21, can put a plurality of;
22 tip chisels, dig out cutting ring;
23 general-purpose matches, can be used ten thousand times;
Oil for 24 general-purpose matches;
25 plastics alcohol buckets.
Fifth line
26 steel rulers;
27 flexible spatulas;
28 keyhole saws;
Glue head dropper for 29 alcohol.
The 6th row
30,31 long horizontal tubes, regulate the level of suitcase in conjunction with four bubble level adjustable screws measuring four jiaos, case;
32 bubble level adjustable screws.
(1) main experimental method and step:
1) job site, opens degree of compaction case, in test site, the floor cleaning of 2 about 60cm * 60cm of area is clean, adjusts degree of compaction and measures the bubble level adjustable screw on case, is adjusted to level;
2) clean cutting ring, with draught shield, keep out the wind, weigh in the balance and get cutting ring quality m1, accurately to 0.01g;
3) ground compacted lift is scalped to surface and floated and irregular part, cutting ring is fixed on the ground of evening out, cutting ring lid is placed on cutting ring also perpendicular to the ground;
4) with hammer, cutting ring is squeezed in compacted lift, to the degree of depth requiring;
5) remove cutting ring lid, with chisel, cutting ring and sample are dug out;
6) with repair native cutter from limit in the soil more than cutting ring two ends of pruning, with steel mouth ruler, detect until equating;
7) clean cutting ring outer wall, with draught shield, keep out the wind, weigh in the balance and get cutting ring and sample total quality m2, accurately 0.01g;
8) in cutting ring, take out sample, get representative sample;
9) measure its water content: (A) get aliquot part (clay soil 5-10g, sandy soil 20-30g) put into aluminium box, leveling degree of compaction is measured case, with draught shield, keep out the wind, weigh wet soil quality in the balance, (B) with alcohol, with glue head dropper, alcohol is injected and is placed with the aluminium box of sample, until there is free surface in box; (C) level board is placed on leveling on ground, and aluminium box is placed on level board, is connected to level board surrounding keeps out the wind with draught shield, lights alcohol in aluminium box, fires to fray-out of flame; (D), by sample cooling number minute, by the method for B, C step, rekindle twice; (E) after fray-out of flame for the third time, build lid, cooling after, claim immediately dry ground quality, accurately to 0.01 g.
(2) calculate
(1) from Yu Tuzhong, get representative Specimen Determination moisture content w
Soil moisture content accounts for contained humidity weight in soil the percentage that oven-dried soil is heavy and represents, design formulas is as follows:
Water content w(% by weight)=(original soil weight-oven-dried soil weight)/oven-dried soil weight * 100%=water weight/oven-dried soil heavy * 100%;
(2) wet density of sample, should be calculated as follows:
ρ = (m2- m1 )/ V
The density of ρ in formula---sample (g/cm3), is accurate to 0.01g/cm 3
M1---cutting ring quality;
(3) dry density of sample, should be calculated as follows:
ρd =ρ/ ( 1 + 0.01 w );
(4) this test should be carried out twice parallel determination, and O.03g/cm the difference of twice mensuration must not be greater than 3, get the average of twice measured value;
(5) degree of compaction=ρ d/ maximum dry density * 100.
(3) performance: by provincial highway s254 moral business line, the rich eastern line of provincial highway s346, s348 jujube Cao line, the construction of s351 figured stone alignment highway engineering construction, carried out practical application, respond well, reach expectation requirement, the beneficial effect of this achievement is: design science is reasonable, simple in structure, easy to manufacture, cost is low, simple to operate, and common people also can operate, the degree of compaction case that the method is manufactured, the advantage such as convenient and swift during test, economic and practical, flexible, efficient, quick.Utility model, has solved in highway, municipal construction many defects in existing process of the test, is particularly suitable for experiment work in highway, Municipal Road Engineering, and the promptness providing and the accuracy of experimental data has been provided, and has improved construction speed.
This method is applicable to the density of fine grained soils and stabilized with inorganic binder fine grained soils.But to stabilized with inorganic binder fine grained soils, should not surpass 2d its length of time, and should be for the degree of compaction check of work progress.
Adopt alcohol to dryout method, approximately need 15 minutes, efficiency is not high, for detritus soil, humus can be burnt and is caused weightlessness, has a strong impact on precision.
Strengthen the size of degree of compaction case, cutting ring is filled with to sand cylinder instead, strengthen and measure the degree of compaction case scope of application.

Claims (4)

1. the building-site practical simple degree of compaction with degree of compaction survey tool is measured case, it is characterized in that: comprise suitcase and be arranged on upper in suitcase, lower two instrument templates, and the test apparatus equipment of measuring degree of compaction and water content, on, lower two instrument templates are by the outline of the test apparatus equipment of every measurement degree of compaction and water content, to carry out die sinking to form, in every experimental instrument and equipment correspondence, exclusive pit in lower two instrument templates, upper slice instrument template is arranged in the open cap on suitcase top, lower instrument template is placed in the casing of suitcase bottom, in utilization, lower two instrument templates are docked, thereby from above and below fix the test apparatus equipment of all measurement degree of compaction and water content, lower instrument template is provided with two horizontal tubes, and one is fore-and-aft direction setting, and one is left and right directions setting, measure four jiaos, case and be provided with bubble level adjustable screw, to regulate the case level of measuring.
2. the building-site practical simple degree of compaction with degree of compaction survey tool according to claim 1 is measured case, it is characterized in that: the test apparatus equipment of measuring degree of compaction and water content comprises electronic balance, moisture determination aluminium box, cutting ring, band Rubber end cutting ring lid, repaiies native cutter, ruler, keyhole saw, chisel, iron hammer, hairbrush, vaseline, alcohol plastic bottle, alcohol glue head dropper, balance charger, calculator, match or general-purpose match and general-purpose match oily, flexible spatulas, also comprises level board and draught shield, minute book and pen.
3. according to the building-site practical simple degree of compaction with degree of compaction survey tool described in claim 2 or 1, measure case, it is characterized in that: level board and draught shield are sidelong in the exclusive pit arranging for it in upper and lower two instrument templates, draught shield keeps out the wind when being used for weighing and burning, draught shield height is 30-40 centimetre, level board is for aluminium box being placed on to the alcohol that burns above, and four jiaos of level boards are provided with bubble level adjustable screw.
4. according to the building-site practical simple degree of compaction with degree of compaction survey tool described in claim 2 or 1, measure case, it is characterized in that: the test apparatus equipment of measuring degree of compaction and water content also comprises balance reserve battery and calculator reserve battery.
CN201420136943.2U 2014-03-25 2014-03-25 Building-site practical simple degree of compaction with degree of compaction survey tool is measured case Expired - Fee Related CN203924029U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420136943.2U CN203924029U (en) 2014-03-25 2014-03-25 Building-site practical simple degree of compaction with degree of compaction survey tool is measured case

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420136943.2U CN203924029U (en) 2014-03-25 2014-03-25 Building-site practical simple degree of compaction with degree of compaction survey tool is measured case

Publications (1)

Publication Number Publication Date
CN203924029U true CN203924029U (en) 2014-11-05

Family

ID=51819883

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420136943.2U Expired - Fee Related CN203924029U (en) 2014-03-25 2014-03-25 Building-site practical simple degree of compaction with degree of compaction survey tool is measured case

Country Status (1)

Country Link
CN (1) CN203924029U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103938604A (en) * 2014-03-25 2014-07-23 李红卫 Practical and simple compaction degree measurement box for construction site
CN109972604A (en) * 2019-04-02 2019-07-05 王国福 A kind of highway experiment compactness sample detection means
CN110031353A (en) * 2019-04-02 2019-07-19 王国福 Highway experiment compactness sample detection means with auxiliary firing component

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103938604A (en) * 2014-03-25 2014-07-23 李红卫 Practical and simple compaction degree measurement box for construction site
CN103938604B (en) * 2014-03-25 2016-06-08 李红卫 The on-the-spot practical simple compactness testing case in building site
CN109972604A (en) * 2019-04-02 2019-07-05 王国福 A kind of highway experiment compactness sample detection means
CN110031353A (en) * 2019-04-02 2019-07-19 王国福 Highway experiment compactness sample detection means with auxiliary firing component
CN109972604B (en) * 2019-04-02 2020-10-23 王国福 Compactness sample detection device for highway experiments
CN110031353B (en) * 2019-04-02 2022-04-05 宁夏路嘉公路工程试验检测有限公司 Road experiment compactness sample detection device with auxiliary ignition assembly

Similar Documents

Publication Publication Date Title
CN101042389B (en) Geotechnical engineering physical simulation multifunctional tester with adjustable molded dimension
CN107132132B (en) Shear test device for rock fracture surface at any angle and test method thereof
CN203924029U (en) Building-site practical simple degree of compaction with degree of compaction survey tool is measured case
CN110068573B (en) Blasting bulk measurement method based on photogrammetry and particle contact theory
CN104074181B (en) Define and calculate to ram and sink than determining that optimum rams several methods
CN207123235U (en) A kind of water conservancy project ring geology crack measurement apparatus
CN202330214U (en) Displacement-sensor-based real-time detection system for compaction degree of foundation
CN102519965A (en) Online roadbed compactness detection method based on machine vision
CN106294984A (en) A kind of method determining Rock Damage threshold based on micro-mechanical model rate of increase
CN105571959A (en) Method for rapidly detecting and evaluating compaction quality of road inorganic stabilized grain base
CN110887749B (en) Method for determining size of structural surface shear strength size effect test sample
CN103938604A (en) Practical and simple compaction degree measurement box for construction site
CN105302969A (en) Method for evaluating comprehensive technical condition evaluation of metro tunnel
CN102662071A (en) High-precision wind speed testing support
CN111472243B (en) Method for testing comprehensive dynamic modulus of roadbed and pavement structure
CN105756107A (en) Centrifugal test model for verifying combined action of supporting structure and soil body and manufacturing method of centrifugal test model
CN103376064A (en) Building foundation ditch or side slope deformation monitoring method and building foundation ditch or side slope deformation monitoring reflection device
CN208921108U (en) A kind of construction site construction survey device
CN206736984U (en) Site foundation settlement analogue means
CN206220137U (en) A kind of experimental provision for measuring and analyzing banket steel-pipe pile sedimentation and emergent property
CN205280057U (en) Highway subgrade settlement observation device
CN103267717A (en) Environment-friendly type PM2.5 monitoring device based on solar power supply mode
Wang et al. Research on slope stability analysis of super-high dumping site based on cellular automaton
CN202305156U (en) Bridge static and dynamic displacement testing device
CN203965296U (en) A kind of soil drifting feature field survey device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141105

Termination date: 20150325

EXPY Termination of patent right or utility model