Saturday, May 20, 2006
Hunting Cabin Curtains
To make it easier to access all the entries we have done, then prepare an index of all the documents that contains the log, classified according to their content.
1. test Frost Report Novelda stone.
2. Analysis of damage after different cycles:
--- Comparison of damage before and after the introduction in the oven. 18/05/2006
--- Check damage at 12 cycles. 12/05/2006
--- Checking for damage after 9 cycles. 09/05/2006
--- Checking for damage after 6 cycles. 05/04/2006
--- Checking for damage after 3 cycles. 27/04/2006
C --- test OMMENCEMENT Frost, Novelda stone. 24/04/2006
3. UNE-EN 12371: 2001
TEST METHODS FOR THE STONE NATURALDETERMINACIÓN Frost resistance
4. Church of the Savior, pink limestone Sepúlveda
5. Books concerning Natural Stone :
- "The wood and stone monuments" Villalvilla Olga Sanz
- "Granites of Spain" Helena Pérez Calvo
- "Boards of Spain" Leticia Fernández Merino
6. tagged pages with del.icio.us system
7. "Cosentino" Natural Stone Company
8. Buildings Natural Stone:
- Monument to Alfonso XII . Mercedes Alonso Cuadrado, Leticia Merino Fernández
- Gate La Latina. Villalvilla Olga Sanz, Zaida Pereira Lucas
- Ruins of San Isidoro . Helena Pérez Calvo
9. Welcome
Eggwhite Mucus 5 Days Before Period Pregnant
Frost Essay adapted from Novelda stone.
We moved our field test the stone Novelda, difficulties of obtaining the Limestone Rosa Sepulveda. Adaptation
test
UNE-EN-12 371 of "Determination of Frost resistance" according to our possibilities in the laboratory:
-size specimens: 5x5x2 cm, cut in the workshop.
-Number of specimens: 18, of which 6 was tested with polished finish, 6 with abujardado shop, and 6 also carved in the workshop.
-Equipment used:
1.Barreño with water to soak the stone in the process of absorption and thawing. Frost
2.Cámara of
3.Horno adapted
-Cycles: Period
water absorption of the 18 samples for 5 hours. Top
freeze / thaw, following these steps:
3-repeat cycle 14 times, making checks the state of the stone every 3 cycles.
4-final drying at 70 degrees to make the final verification of the damage to the stone by visual observation.
5-Preparation of a comparative report for each of the finishes
6-Public display of the results through an interactive presentation.
Phases of testing: performance calendar
According to the accessibility of the lab and our students time, developed a timetable adapted as possible to the required cycles, which is as follows:
-Monday April 24:
Preparation of specimens with three 11:30
finished testing Posted soaking the specimens to absorb water.
15:00 Introduction to the freezing
-Tuesday April 25: Cycle 1
16:00 Posted soak to thaw and water absorption.
20:00 Introduction to the freezing
-Wednesday April 26: Cycle 2
Posted 16:00 soaking for thawing and water absorption.
20:00 Introduction to the freezing
-Thursday April 27: Cycle 3
10:00 Posted soak to thaw and water absorption. 15:00
Checking deterioration experienced by the rocks: no damage seen. Introduction to the freezing
-Friday, 28 April: Cycle 4
Posted 10:00 soaking for thawing and water absorption.
15:00 Introduction to the freezing
-Saturday, April 29:
Samples are soaked
-Sunday April 30:
Samples are soaked
-Monday May 1:
Samples are soaked
-Tuesday May 2 :
Samples are soaked
-Wednesday May 3: Cycle 5
16:00 Posted soak to thaw and water absorption.
20:00 Introduction to the freezing
-Thursday May 4: Cycle 6
Posted 10:00 soak to thaw and water absorption. 15:00
impairment test experienced by the rocks: loss of sand, which is at the bottom of the tub. Introduction to the freezing
-Friday 5 May: Cycle 7
Posted 10:00 soaking for thawing and water absorption.
15:00 Introduction to the freezing
-Saturday May 6:
Samples are soaked
-Sunday May 7:
Samples are soaked
-Mon 8 May: Cycle 8
16:00 Posted soak to thaw and water absorption.
20:00 Introduction to the freezing
-Tuesday May 9:
Cycle 9 16:00 Posted soak to thaw and water absorption. 20:00
Checking deterioration experienced by the rocks: visible loss of material in the corners of the specimens. Introduction to the freezing
-Wednesday, May 10: Cycle 10 16:00 Posted
soak to thaw and water absorption.
20:00 Introduction to the freezing
-Thursday May 11:
Cycle 11 10:00 Posted soak to thaw and water absorption.
15:00 Introduction to the freezing chamber.
-Friday, May 12:
Cycle 12 10:00 Posted soak to thaw and water absorption. 15:00
Checking deterioration experienced by the rocks: spalling and erosion of initial cracks in the samples. Introduction into the freezing chamber.
-Saturday, May 13:
Samples are soaked.
-Sunday May 14:
Samples are soaked.
-Monday May 15:
Samples are soaked.
-Tuesday May 16: Cycle 13
Posted 16:00 soaking for thawing and water absorption.
20:00 Introduction to the freezing chamber.
-Wednesday May 17:
Cycle 14 16:00 Posted soak to thaw and water absorption. Checking the deterioration experienced by the rocks: emerging changes color in the veins.
-Thursday 18 May: 10:00 Introduction
in the oven to remove all water. 15:00
Removing the oven.
-Friday 19 May: 16:00
damage analysis and report preparation.
After removal of the furnace was possible to make a better visual analysis of the samples, mainly in the different finishes, which is soaked or after freezing showed a layer of water that prevented a correct reading of the differences.
Observed damage to any finish are either:
1-Loss of material is deposited the bottom of the basin during the thawing process.
2-Impairment of the surface of the specimens, missing dust that sticks to your hands after rubbing.
3-The bottom of the specimen is one that has suffered more damage from further contact with the surfaces of the oven and freezer. Have lost large chunks, resulting in peeling laminate, which is clear and weakens the rock, so much so that simply by wedge blades can break off the field.
4-It notes an obvious color change and n some parts of the stone, we assume that may correspond to the impurities that were previously found in the specimens, which by contact with water may have undergone some transformation.
Comparing the variations in each of the finishes we see:
1-chased samples have been eroded to lose their texture to the eye, being necessary to identify finishing touch.
2-polishing does not present any significant variation in the light on its surface finish.
3-The finish is the May abujardado r has suffered damage, as it has enhanced its initial roughness because of the nature of the finish that leaves open the pores of the stone facilitating the entry of water and loss of material after freezing it. So much so that in the samples which did not respect the expected margin for finishing the border has deteriorated lost more material.
Conclusions:
In conclusion, we admit that the rock properties are modified due Novelda wing freezing of water in its pores, but to reach better conclusions this regard, defining the damage to the stone structure and its most defining and Esla resistance would require a greater number of cycles, as the UNE-EN-12371.
Thursday, May 18, 2006
Coulor Co-ordination Exterior Houses
The wet specimens difficult for examining them by touch, but they perceived a change in the color of the stone in specific regions. After removal from the oven these differences became apparent. Furthermore, pasty texture the surface of the specimens when they were transformed to wet out of the oven in a soft unusual, which was accompanied by release of dust that sticks to the skin. The specimens were quite weak, and would then finish cycle into pieces, which would take as the main guide the cracks increased in size with cycles. In fact the lower surfaces of the samples, have a less flattering placement, have lost even bigger trozon material.
Saturday, May 13, 2006
License Number And Product Number For Quickbooks
also appreciate a slight increase in absorption of the specimens, it is necessary to increase the water level in the tub to get to coat completely.
Wednesday, May 10, 2006
How Much Does A Desert Eagles Cause
Friday, May 5, 2006
What Kind Of Cm Is Small White Clumps
Friday, April 28, 2006
How To Congratulate Someone In His Birthday
view, the samples have not experienced any change, as expected, because the UNE-EN-12371 specifies test changes every 9 cycles.
Monday, April 24, 2006
Zopiclone Overdose Blog
addition, the difficulty of carrying out the test as specified in the standard and advanced the progress made to tailor the characteristics and performance of test cycles to our possibilities.
The material we have is: -18
5x5x2 cm specimens, cut into workshop, of which:
a-6-finish polished (as received Factory)
b-6 Bushhammered shop
c-6 chiseled shop
-Barreno with water to soak the stone in the process of absorption and thawing.
-Frost House
-Oven
adapted cycles with which we perform the test are:
1. Water absorption period of 18 samples, for about 5 hours
2. Beginning of freeze / thaw, following these steps:
2.1. Introduction in the House of Frost, to achieve the freeze the water absorbed by the pores. At an estimated time of 20 hours.
2.2. Removed from the camera and start to soak for 4 hours to thaw and water absorption.
3. Repeat the cycle up to 9 times, carrying out health checks of the stone every 3 cycles,
4. Final drying at 70 degrees to make the final verification of the damage to the stone.
5. Development of a comparative report for each of the finishes.
checks the state of the specimens will be primarily visual.
Today 24th April 2006, we started the test samples with the chiseled and bush hammered finishes, leaving in each sample a margin of 0.5 cm in the side to avoid tearing the edges of the stone. Then we stopped to soak the specimens, thus starting the cycles.
After 5 hours, we have introduced the specimens in the chamber of Frost.
Sunday, April 2, 2006
Field Cube High Score
STONE TEST METHODS FOR DETERMINATION OF NATURAL
Frost resistance
CORRESPONDENCE
This standard is the official version in English,
European Standard EN 12371 of October 2001
BACKGROUND
This standard has been prepared by Technical Committee AEN / CTN 22
Mining and Explosives whose Secretariat has AITEMIN
ICS October 2001 73 020; 91.100.15
English version
Methods test for natural stone
Determination of resistance to Frost
This European Standard was approved by CEN on 08/17/2001. CEN members are subject to the Rules of Procedure of CEN / CENELEC to define the conditions within which should be adopted, without amendment, the European standard as national standard.
Corresponding date lists and bibliographical references concerning such national standards may be obtained from the CEN Central Secretariat or through its members.
This European Standard exists in three official versions (German, French and English). A version in any other language made under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same range as those.
CEN members are the national standards organizations of the following countries: Germany, Austria, Belgium, Denmark, Spain, Finland, France, Greece, Iceland, Ireland, Italy, Luxembourg, Norway, Netherlands, Portugal, United Kingdom, Czech Republic, Sweden and Switzerland.
CEN European Committee for Standardization
European Committee for Standardization Comité Européen de Normalisation Europäisches Komitee für Normung
CENTRAL OFFICE: Rue de Stassart, 36 B-1050 BruxeIles
INDEX
Background
1. Objet Y
SCOPE 2. STANDARDS VIEW
3.
Principle 4. Symbols
5. EQUIPMENT
6. PREPARATION OF LAS
cylinder 7. PROCEDURE test
8. EXPRESSION OF RESULTS LOS
9. REPORT test
ANNEX A (Informative)
BACKGROUND
This European Standard was prepared by Technical Committee CEN / TC 246 Natural Stone, whose Secretariat plays UNI.
This European Standard shall be given the status of a national standard through the publication of an identical text to it or by endorsement, at the end of April 2002 and all technically divergent national rules must be annulled before the end of December 2002. This European Standard is part of a series of test standards for natural stone. The test methods natural stone are:
EN 1925 Test methods for natural stone.
coefficient from water absorption by capillarity.
IN 1926 Test methods for natural stone. Determination of resistance to compression.
EN 1936 Test methods for natural stone. Determination of real density and apparent density and total porosity.
EN 12370 test methods for natural stone. Determination of resistance to salt crystallisation.
EN 12372 test methods for natural stone. Determination of flexural strength under concentrated load.
IN 12407 Test methods for natural stone. Petrographic description.
prEN 13161 Methods of test for natural stone. Determination of resistance to the constant bending moment.
prEN 13364 Methods of test for natural stone. Determination of the resistance of the anchors.
prEN 13373 Methods of test for natural stone. Determination of the geometric characteristics of units.
prEN 13755 Methods of test for natural stone. Determination of water absorption at atmospheric pressure.
prEN 13919 Methods of test for natural stone. Determination of resistance to photoaging S02 in the presence of moisture.
prEN 14066 Methods of test for natural stone. Determination of resistance to thermal shock.
prEN 14146 Methods of test for natural stone. Determination of modulus of elasticity (by measuring the fundamental resonant frequency).
prEN 14147 Methods of test for natural stone. Determination of resistance to aging in a saline environment.
prEN 14157 Methods of test for natural stone. Determination of resistance to abrasion. PrEN
14158 Test methods for natural stone. Determination of rupture energy on impact.
prEN 14205 Methods of test for natural stone. Knoop hardness determination.
PrEN ... (W100246011) Methods of test for natural stone. Determination of the coefficient of thermal expansion.
PrEN ... (W100246012) Methods of test for natural stone. Determination of the propagation speed of sound.
PrEN ... (W100246017) Methods of test for natural stone. Determination of slip resistance by the pendulum test.
PrEN ... (W100246018) Methods of test for natural stone. Determination of static modulus.
others are intended to be mentioned in this European standard as a basis for conformity assessment (however, not intended that all natural stone products to be subjected regularly to all the tests. The references in other rules mentioned only relevant test methods)
standard is an Annex A (informative)
According to the Internal Regulation of CEN / CENELEC are obliged to adopt this standard European standards organizations of the following countries: Germany, Austria, Belgium, Denmark, Spain, Finland, France, Greece, Iceland, Ireland, Italy, Luxembourg, Norway, Netherlands, Portugal, United Kingdom, Czech Republic Sweden and Switzerland.
1. PURPOSE AND SCOPE
This European Standard specifies a method for evaluating the effects of freeze / thaw on natural stone (the draft prEN 12670 for the terminology and EN 12440 for the title). This standard contains provisions for both a shorter technology trial (Trial A) to evaluate the effects of freeze-thaw cycles on the characteristics of behavior, such as for identification test (Test B).
2. RULES FOR CONSULTATION
This standard European incorporates provisions from other publications by reference, with or without date. These normative references are cited in appropriate places in the text of the standard and are listed below. For dated references, do not apply subsequent revisions or amendments to any of the publications. For undated references, applies force edition of the normative document to which reference is made (including amendments).
IN 1926 - Test methods for natural stone. Determination of resistance to compression.
EN 12372 - Test methods for natural stone. Determination of flexural strength under concentrated load.
IN 12440 - Natural stone.
naming convention
prEN 12670 - Natural Stone Terminology
prEN 13161 - Test methods for natural stone. Determination of resistance to the constant bending moment.
prEN 13364 - Test methods for natural stone. Determination of breaking load for anchors.
prEN 14066 - Test methods for natural stone. Determination of resistance to thermal shock.
prEN 14146 - Test methods for natural stone. Determination of modulus of elasticity (by measuring the fundamental resonant frequency).
3. TOP
's essay on Frost resistance natural stone units is determined by a trial that consists of cycles of freezing in air and thawing in water.
4. SYMBOLS
Mdo: mass of dry specimen before immersion in water before freezing, in grams.
Mso: mass of saturated specimen after immersion in water before freezing, in grams.
Mho: apparent mass of the specimen immersed in water before freezing, in grams.
Mdn: mass of dry specimen after n cycles, in grams.
Msn: mass of saturated specimen after n cycles, in grams.
MHN: apparent mass of the specimen submerged in water after n cycles, in grams.
VBO: apparent volume of the specimen before freezing, in milliliters.
VBN: apparent volume of the specimen after n cycles, in milliliters. DVb
the variation of apparent volume of the specimen, in%. Eo
: modulus of elasticity of the dry specimen before freezing, in megapascals.
In: modulus of elasticity of the dry specimen after n cycles, in megapascals. DE
the variation of modulus dynamic, in%.
5. EQUIPMENT
5.1 A Frost chamber of sufficient capacity to contain the number of samples required, with an optional automatic control system for programming cycles of freezing and thawing on the camera. Accuracy + -1 ° C.
5.2 A system for recording temperature with an accuracy of ± 0,1 º C.
5.3 A device for measuring the dynamic modulus.
5.4 A weighing instrument with a precision of 0.01% of the mass-weighed.
5.5 A convection oven that maintains a constant temperature of 70 + -5 º C.
6. PREPARATION OF SPECIMENS
6.1 Sampling Sampling is not the responsibility of the test, unless requested.
identification for the test should be selected at least 7 specimens, which must be representative of the entire test piece.
is one of the probes used to monitor core temperature.
for technological tests the number of samples should be appropriate with respect to the relevant standard (Table 1). It will take 2 sets of specimens, one for testing after subjecting them to cycles of freezing and thawing, and the other for testing without subjecting cycles. You can use an extra probe to monitor the temperature of the specimens.
Summary of the application of ice melting test.
NOTE 2 NOTE 3 _30mm
Note4 _Tamaño anisotropic according to the standard 1926.
6.2 Size of the specimens. 6.2.1 Test
technology (Test A)
When conducting a study to determine the effect of ice thaw cycles on the performance characteristics ko une eg 12372, the specimens shall be in accordance with the relevant standard. 6.2.2
identification test (Test B) the specimens have the shape of rectangular prisms with the following average, 50x50x300mm. The longitudinal axis must be parallel to the axes of anisotropy.
6.2.3. Marks and reference available on the specimens. To ensure that the different measurements of dynamic modulus before and after ice thaw cycles are performed at the same points on the test specimens shall be indelible marks in the form of half-points on the faces of the specimens.
indelible It drew a line in the axis point of support on which placed the samples for the determination of dynamic modulus.
. 6.3
core temperature monitoring.
On a specimen of each set of specimens will be placed a device (eg a thermocouple) to measure the t th of the specimen during the freeze-thaw cycles. The device should be placed in a hole whose axis is parallel to the longitudinal axis of the specimen. The diameter of the drill has to be appropriate for the diameter of the device. The center hole must be equidistant from the edges of the cylinder to a minimum depth of 50mm from the top. If buckets are used, the drill must have a depth of (25 ± 5). The device be placed in the hole, which is left unfilled.
6.4 Drying of the specimens
The specimens will dry to a t th of (70 ± 5) till constant mass is assumed to be achieved constant mass when the difference between two consecutive weighings at an interval of (24 ± 2) h does not exceed 1% of the first of the two masses. Measurement of dry specimens is the initial value M0. If the specimen will be used for an identification test was carried out modulus measurement, the measurement taken at this time be considered as initial value E0.
6.5 Immersion of the specimens.
specimens are placed vertically in a separate container 15 mm of the adjacent samples. A running water is then added to a t th of 20 th to half the height of the specimens t0. At t0 + (60 ± 5) minutes, adding hot water to reach three-quarters the height of the specimens. The t0 + (120 ± 5) minutes is added to tap water until the specimens are completely submerged under a layer of (25 ± 5) mm of water, left and 48h.
If the specimens are used in an identification test carried out measurements of the apparent mass submerged in water and air mass (the specimen is dried after removing the water.) These measures constitute the initial values \u200b\u200bMh0 and MS0.
6.6 Number of cycles
technological Test 6.6.1 (Test A)
For these the standard specified for Number of cycles to perform
6.6.2 Identification Test (Test B)
The customer specified the maximum # of cycles. If you do not specify a value the test is continued until the specimen is classified as a failure or a maximum of 240.
7. TEST PROCEDURES
7.1 Arrangement of specimens in the chamber of Frost.
The specimens were inserted into the well with the vertical or the horizontal so it does not come into contact with each other or the sides of the camera. Are separated from each 10mm and 20 at least on the sides of the camera The reference specimen containing the measuring device and the t th is placed in the middle of the specimens with no rehearsal.
After every 14 cycles the specimens are rotated 180 ° around the horizontal axis.
7.2 Description of the freeze-thaw cycles.
Each cycle consists of a freezing period in air for six hours followed by a thawing period of six hours in which the specimens were immersed in water. Cycles were repeated until the specimen failure or until you reach the maximum number of cycles prescribed.
changes during the cycle of meetings in the core t monitored the specimen must remain within the area shown in Figure 1.The t th interval allowed is the result of different cooling rates, freezing and thawing related to bulk density porosity and water absorption of the stone tested.
Each cycle should be as follows:
identification for the test, you can use different number of cycles and conditions if specified by the customer (see Annex A). Any change in conditions should be reflected in the test report.
-NOTE-It is important that the specimens were thawed in water since it ensures that they are impregnated with water at the beginning of the next process of freezing.
If the test has to be interrupted at any time, for any cause other than the test itself, then the samples will be submerged at all times in water (20 + / - 5 º C). 7.3 Measuring
to determine the resistance to freezing and thawing. 7.3.1 Test
technological
(Test A)
_
7.3.1.1 Visual inspection. It will conduct a visual inspection under par. _
7.3.1.2 7.3.2.1 Other methods (eg, change in resistance to bending). After completing the prescribed number of cycles, the specimens were tested in accordance with the relevant standard. 7.3.2
identification test (Test B) used three criteria to evaluate the action of freeze / thawing on the samples:
· Visual inspection
· Measurement of apparent volume
· Measurement of dynamic modulus (Young's modulus).
control measurements carried out over a period of thawing. At least we need a period of 4 hours to reach the thaw, after the introduction into the water. The specimens immersed again immediately after it carried out the measurements. Visual inspection and measurements of air mass and apparent mass submerged in water was carried out at least every 14 cycles and the dynamic elastic modulus (Young's modulus) at least every 28 cycles.
All results must be appropriately registered.
7.3.2.1_ visual inspection. After the freeze / thaw examine all sides and edges and their behavior be assessed according to the following scale:
0. Intact specimen;
1. minimal damage (rounded corners and edges at least) that does not compromise the integrity of the specimen;
2. one or more small cracks (<ó= 0,1 mm de ancho) o rotura de pequeños fragmentos ( <ó= 10 mm2, por fragmento); 3. una o varias grietas, agujeros o rotura de fragmentos de mayor tamaño que el definido en el pto. 2, o alteración del material en vetas; 4. probeta rota en dos o más grandes grietas; 5. probeta rota en pedazos o desintegrada.
7.3.2.2_ apparent volume measurement. Measuring changes in apparent volume during cycles of freezing and thawing makes it possible to estimate the material losses as a consequence of the deterioration suffered by the specimens.
For each sample, after dipping in water before starting cycles:
weigh the specimen submerged in water and note the apparent mass: Mh0
dried specimen surface with a damp cloth and determine the mass of saturated specimen: ms0
Repeat the same steps to n cycles (MHN and MSN, respectively)
The initial bulk volume is calculated as follows: VB0 = (MS0 - Mh0)
A n cycles, the apparent volume is calculated as follows: vbn = (Msn-MHN)
-NOTE-For test purposes it is assumed that the density of water is 1000 kg/m3
The variation in apparent volume percentage (variation of Vb) n cycles is calculated as follows: Change
Vb = [(MS0 - Mh0) - (Msn-MHN)] x 100 / (ms0 - Mh0)
is considered that the deterioration occurs in a sample where the reduction in the apparent volume reaches 1% of original apparent volume indicates the number of cycles measured by the 1 st time this situation.
7.3.2.3_ dynamic elastic modulus measurement (Young's modulus). By measuring the variation in Young's modulus during freeze / thaw, it is possible to detect some damage such as microcracks. Young's modulus is measured according to the draft European standard prEN 14146.
is necessary to dry the specimen to constant mass (see 6.4) and then perform the measurement.
The specimens were immersed in the water again, according to 6.5 before continuing the cycle of freezing and thawing.
The percentage decrease in dynamic elastic modulus (Young's modulus) is calculated:
(E0 - En) x 100
ΔE =--------
E0
· E0: is the initial step, dry (see 6.4) made before starting the cycles.
• In: is the dry measurement (see 6.4) after n cycles.
indicates the number of cycles which makes the decrease of dynamic modulus reach 30%.
7.3.2.4_ Impairment.
The trial will continue until 2 or more specimens are classified as failures, using any of the following criteria:
• The classification of visual inspection reaches the value 3.
• The apparent volume decreased less than 1%.
• The decrease in modulus of elasticity reaches 30%.
8. EXPRESSION OF RESULTS
8.1. Technology trial (Trial A):
The change in the behavior is determined from the individual results by the methods prescribed in the relevant product standards.
8.2. Identification test (Test B):
indicates the number of tests performed, the causes of failure and results of all measurements before failure.
9. TEST REPORT
The test report shall contain:
a) a unique identification number of the report;
b) the number, title and date of publication of this European standard;
c) the name and address of laboratory trial and the address where the test was conducted if different from the testing laboratory,
d) the name and address Customer;
e) is your responsibility to provide the following information:
• the name of the Petrographic stone
• the trade name of stone
• the country and region extraction;
• the name of the supplier;
• the address of any existing plane anisotropy (if relevant to the test) clearly indicated on the sample or on each specimen by 2 parallel lines;
• the name of the person or organization who performed the sampling;
· surface finish of the specimens (if relevant to the test.)
f) the date of delivery of the samples or specimens;
g) the date of preparation of the samples (if relevant) and the date of the trial;
h) the number of samples in the sample;
i) the dimensions of the specimens;
j) for the technology trial:
percentage of variation in behavior as a result of subjecting the specimens to freeze / thaw made, and the number of cycles;
or for the identification test:
the maximum number of cycles required by the client, and number of cycles carried out before damage occurs.
k) a statement of measurement uncertainty (where applicable);
l) any deviation from the norm and why;
m) observations
ANNEX A (Informative)
For certain specific uses may be appropriate to use different test cycles, for instance, freeze water, freeze at a lower temperature and testing of the specimens embedded in non-porous silica beads .
In these cases, you can follow the national standards provided that such changes are clearly established in the test report.
Bandai Deluxe Omnitrix Instr
The Church of Sepulveda El Salvador is considered the oldest of Segovia, built in the last ten years XI. Its architecture is noble volumes of the best Romanesque inherited from the Camino de Santiago, as its maker must have come from there. However, the sizes of corbels and capitals show a more typical charming ruggedness of the Romanesque. Has nave, chancel and apse columns and windows, plus an uncertain dating portico and a great tower with mullioned windows.
Description
's gallery is made on the south side by four eight arches grouped in pairs separated by pillars. On the east side another arch gives access to the porch. The arches are supported on four simple column capitals. Only one of the capitals have
Relaciones
La morfología de esta galería la aleja de la mayor parte de las galerías segovianas.
Fecha: Inicios S.XII. Si bien hay quien retrasa la fecha de construcción al S.XIII, creo que es más acertada la opinión de aquellos autores que proponen una fecha más cercana a la de la construcción de la iglesia (iniciada antes de 1093)
Disposición arcadas: South: 2-P-2-P-2-P-2 / East: A
State: Well
number of sides and access: 2 sides (south and east) and 1 access (this)
paired columns: not
corbels:
not
Other views:
Interior view
View from the southwest
arcaded galleries are a unique contribution to Roman art Castilla. While the first frames can be dated in the eleventh century, for example, San Miguel de San Esteban de Gormaz in the province of Soria, most of them corresponds to the late twelfth or early thirteenth century. arcaded galleries are usually located along the south wall of the churches and different events were held including religious, political, social and even legal. Most of these gates are located in the provinces of Soria, Segovia and Guadalajara, although isolated examples can be found in La Rioja, Navarra Avila,
1-PAP-4 _ This provision, we can see in the west gallery of Carabias (Guadalajara), indicates that from left to right of the viewer can see an arcade (1), followed by a pillar (P), which is below the access (A) the porch, to continue with another pillar (P) and 4 new arcades.
Despite the limestone with which they were carved capitals and metopes, has suffered greatly from erosion and the passage of time travel is still worth trying to guess their baskets with items that were decorated, some of them taken from the Bible or trying to distinguish between animals and plants in those capitals where both motifs are fused into one and make that aspect as well as typically Roman.
The metopes, meanwhile, offer a beautiful geometric design that contrasts with the smooth surface of the corbels that frame.
Fiestas: week Santa.San Juan and San Pedro, from 23 to 29 junio.Nuestra Lady of Fuencisla, Frutos septiembre.San on 27, 25 octubre.Santa Agueda, the Sunday closest to February 5 (Zamarramala).
Reviewed by: Zaida Pereira Lucas
Sunday, March 26, 2006
Registering Kikker Hard Knocks
Course on Wood and Stone Monuments in
CONFERENCE 1. "Intrinsic characteristics of wood, design and calculation." Enrique Nuere.
2. "Typology of sources of stone materials used in the construction of monuments." Pedro Calvo.
3. "Non-destructive analytical techniques applied to the rocks." Salvador Ordóñez.
4. "Intervention in heavy armor wood types and associated diseases." Enrique Nuere.
5. "Fundamentals physicochemical processes of alteration in rocks of construction." Manuel Bustillo.
6. "Architecture of the Cathedral of Toledo." Ignacio de las Casas.
7. "Biodegradation of stone materials." Cesareo Sáinz.
8. "Overview of the deterioration of stone materials in monuments." Mingarro Francisco Martín.
9. "Diagnosis and its treatment on timber elements. " Carlos Lobo Romero.
10. "Products for the conservation and restoration of monuments of stone." Masy Manuel Carbonell.
11. "The Cathedral of Toledo: problems of degradation." Mara Concepcion Lopez de Azcona.
12. "The control and construction activities in the architecture of the thrust." Antonio Mas-Guindal Lafarga.
Reviewed by: Olga Villalvilla Sanz.
Saturday, March 25, 2006
Changing Head On Tripod
DOCUMENT: "Granites of Spain"
BIBLIOGRAPHIC INFORMATION DOCUMENT
English Federation of Natural Stone
Signatura: 552.2 CAT
Location: ETSI Minas (UPM)
BOOK COMMENTARY
Monday, March 13, 2006
Jelly Blob Cervical Mucus Dries Thicker
Boards of Spain
English Federation of Natural Stone, with the collaboration of the English Federation of Slate. in the School of Architecture Tércnica 691.2FED2. Book deposit: not running
Languages: a single copy in English and English
is a complete catalog of all types of shale that are extracted in Spain. In order of appearance, comment on each of its sections:
- Introduction.
Provides general information on the boards, and that the areas of production are higher Spain Orense, La Coruña, Lugo and León, the start of the wexpansión in business with the boards is given in decade of 60-70, or the most common type of quarry is to open, operating heavy machinery
- most common sizes and formats.
- Variety. Talk
different slate varieties are available from English quarries, which are:
Alto Bierzo-Anllares
Caurel-Quiroga The
Gestoso
Grey Lugo (Xemil)
The Cabrera-Benuza
The Cabrera-La Bathe
The Cabrera-Horehound
The Odollo
Cabrera La Cabrera-Sotillo
Mondoñedo
Monte Verde-Rande
Pacios-Quiroga (upper)
Pacios-Quiroga (lower part)
San Pedro de Trones (upper)
San Pedro de Trones (middle)
San Pedro de Trones (lower part)
Valdeorras-Casayo
Valdeorras-Castañeira
Valdeorras-Castrelos
Valdeorras-Domiz
Pedriña Valdeorras-Grey-Valdeorras
Fields
Valdeorras-Los Molinos
Valdeorras-Mormeau
Pedriña Valdeorras-Black-Riodolas
Valdeorras
Valdeorras-Rozadais
Valdeorras-San Vicente-San
Valdeorras
Verde Victor Lugo
Vilarchao-Fonsagrada
From each types of slate provides the following information: location, description, texture, grain size, mineral composition (main components and accessories), physical-mechanical characteristics (density, absorption coefficient, carbonate content, flexural strength , resistance to frost), and geological classification.
- The stone in construction.
Discuss the main uses that have the slate construction, with main applications in roofs, illustrated with images of different applications.
- Directory. Classification
companies operating quarries English and sold under such stones.
link to the page of the UPM
Reviewed by: Leticia Fernández Merino
Play Tech Deck Gamesfree Online
Our class work group was responsible for labeling all pages on the Internet have issues relating to natural stone. So that everyone can access them, are classified in del.icio.us, and anyone who wants to can access them without registering on del.icio.us.
labels we put the pages are as follows:
- All pages are stored with the tags:
piedranatural
stone stone
naturalstone seminariopiedra
- In addition, page contains the tags that are specified below, under the content you have: English
English English
empresacomercial
Inglés Informaciongeneral
catalog quarry
Spain England fairs
exploitation
sale
finished production
magazine mantenimientopiedra
premiospiedra
book
diccionariotérminos
proyectosI + D
encyclopedia
directorioempresas
marble
granite sandstone limestone
quartzite slate
See all pages that have classified is simple: you just have to get into del.icio.us, and once inside, writing in the field favorites discover the tag (label) you want to search. There will seminariopiedra writing these pages.
Then you have the list of pages you've tagged. If you find any more that is interesting, you etiquetadla:
http://www.europages.es/directorio-empresas/energia-y-materias-primas/marmoles-y-piedras-naturales/home.html
http://www.alibaba.com/countrysearch/TR-suppliers/Natural_Stone.html
http://catalogs.indiamart.com/manufacturers/natural-stones.html http://www.natural-stone.ru/piedra
http://www.eastjava.com/naturalstone/index.html
http://www.scrapbookscrapbook.com/DAC-ART/architectural-stone.html
http://www.rocmaquinas/indexes.htm
http://www.artistictile.net/framesets/stone-frameset.html
http://www.levantina.org/
http://www.prominas-stone.com/index2.html
http://en.wikipedia.org/wiki/Rock_art
http://www.graninter.es/
http://www.aidico.es/seccion.php?cat_id=14&scat_id=27&sec_id=128
http://www.carraramarble.it/spanish/homemenu.html?home.html
http://www.uem.es/ESA/noticias/docs/Premios%20Menhir.pdf
http://www.soft.es/pages/documentos/CATALOGOS.HTM
http://www.litosonline.com/list-of-fairs.shtml
http://www.marblelife.com/products.htm
http://www.stopgraffiti.net/
http://www.jsstone.biz/
http://www.graniteland.com/piedra-natural/marmol-granito-por-color.php
http://www.guiadelfabricante.com/naturpiedra/
http://www.rocmaquina.es/indexes.htm
http://www.construaprende.com/Trabajos/T8/T8pag01.html
http://concretonline.com/jsp/articulos/mineria22.jsp
http://www.litosonline.com/articles/78/ar7801s.shtml
http://www.jopinet.com/Piedra-f1182.htm
http://www.inmar-group.com/
http://www.obracivil.com/directorio/materiales.htm
http://www.arqhys.com/rocas.html
http://www.marmolesexoticos.com/
http://www.igme.es/internet/RecursosMinerales/economia-patrimonio/piedranatural.htm
http://www.ariel.es/obras.asp?CODIGO=936020
http://www.itrisa.com/
http://prensa.ugr.es/prensa/campus/prensa.php?nota=2858-proyectos
http://www.graniteland.com/piedra-natural/
http://www.areniscas.com/
http://www.todomarmol.com/
http://www.inforges.es/inforges/consultores/biblioteca/documento/Formación%2012%2005.pdf
http://www.rbi.es/nuevo/ferias_piedra.htm
www.universia.es/portada/actualidad/noticia_actualidad.jsp?noticia=86264-
www.igme.es/internet/RecursosMinerales/panoramaminero/minerales/piedranatural03.htm.graficos www.piedrasb2b.com/