Saturday, May 20, 2006

Hunting Cabin Curtains

TABLE OF CONTENTS test

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 Report stone damage Novelda

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:

1-Introduction in the House of Frost until the freezing of water absorbed by the pores. At an estimated time of 20 hours.


2-Removal of the camera and start soak for 4 hours to defrost and water absorption.

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.


damage Check

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.

5-addition, most of the cracks have increased in size, being filled with solutions formed by the appearance of water in them.


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

comparison before and after the introduction in the oven damage

compared visible variations in the samples after soaked for icing to put them in the oven, and departure from the oven, when they had lost all the water.

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

Check

After twelve cycles of freezing and thawing, the samples continue to lose material. The initial cracks the same, which in origin were rarely perceived even in thorough analysis of each piece, they are now highlighted, and expanded its width flaking, its borders.

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

12 cycles to check for damage Check

After nine cycles, checking the status of the samples after defrosting is soaked, and you can feel the erosion of the songs, expected result because all nine cycles when standard specifies that it will begin to feel the resentment of the standard. It also increases the amount of sand deposited on the bottom, making it easy to perceive with the naked eye.

Friday, May 5, 2006

What Kind Of Cm Is Small White Clumps

9 cycles 6 cycles damage

After six cycles back to check the damage in the samples. Although no visible changes can be seen, have been deposited at the bottom of small particles of stone bowl, which is noticeable to the touch from the hand by the fund.

Friday, April 28, 2006

How To Congratulate Someone In His Birthday

Checking for damage after 3 cycles

After three cycles of freezing and thawing, checked the damage to the samples.
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

Frost trial start with STONE NOVELDA

Due to problems with the pink stone quarry Sepúlveda, we have moved our field of study Novelda stone, which has a greater ease of collection, and a cheaper cost.
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

UNE-EN 12371: 2001 Church of the Savior

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.
NOTE1 _Tamaño according to EN 123720
NOTE 2 NOTE 3 _30mm
_The number of specimens is based on the presence of any feature
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:
If the T th of the stone is not inside the area, the camera should be adjusted so that it falls into the area and indicate any deviation in the test report. If the test is performed manually, then phase 5 can be extended to 24.0 h. T0 +

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.
Record the number of cycles with which it achieves the classification 3 (see also 7.3.2.4)

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

Where
:
· 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
The test report shall include the signature (s) and position (s) of those responsible for testing and the date of issuance of the trial. It will also provide that the report may not be reproduced in part without the written approval of the test.


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



Sepúlveda (Segovia)

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
plant decoration. The rest you can see a pairs of birds drinking from a cup , a monstrous beings y una escena que no acabo de interpretar pero que podría tratarse del ciclo de Adán y Eva


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,

Coding-file: to describe the available the arcades, access (A) and pillars (P) I used an alphanumeric coding keys of interpretation which will become clear by the following example:

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

Bibliography of Stone: The wood and stone monuments Stone



"WOOD AND STONE MONUMENTS"
Course on Wood and Stone Monuments in
COD: 7078 (460.28) TOL mad
School of Architecture: Racks
This publication contains the lectures that were presented in order of "Course on Wood and Stone in Monuments", held in Toledo on 6, 7 and 8 November 1989. Organized by the Cultural Department of the Ministry of Education and Culture of the Junta de Comunidades de Castilla-La Mancha, this course aims to deepen and disseminate technical aspects affecting the operation of architectural assets of our region. The course was created with the intention of completing the training of professionals and students who are members of the Workshop-Schools program, which are undertaking major rehabilitation work on our heritage. Due to the importance of the professionals who taught different lessons, and the interest of its contents, we have tried to pick up the course on "Wood and Stone in Monuments" in order to reach all those whose work relates to some way with the intervention on monuments. The conferences have been arranged according to the program of that course, which is given below.


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

Bibliography: granites Spain


DOCUMENT: "Granites of Spain"

BIBLIOGRAPHIC INFORMATION DOCUMENT

English Federation of Natural Stone
Signatura: 552.2 CAT
Location: ETSI Minas (UPM)


BOOK COMMENTARY

This catalog of the main varieties of granites that are mined in Spain. Sections
is structured the document:
a) INTRODUCTION
A brief look at the history of exploitation of scattered granite masses Spain and their jobs over time until today.
Refers to the total use is made today of the physical and mechanical properties of granite due to technical progress and mechanization.
In the last part of this introduction outlines the main steps of the production of granite, from extraction to marketing in stone as perfect foils.
b) VARIETIES
granite types featuring:
Albero
Blue Platinum
aurora White
White berry
Cáceres Blanco
White castilla
Crystal White
White rafaela
White cabrera
champagne cream
alba Gris
Grey ávila
Grey scaffold
gray steeple
Gray espinar
Gray Rock
Pearl Grey
Grey pinto
gray sky
Gray saw
Gray villa
Grissal
Mondariz
brunette white
Black Celtic
Black Ochava
Ochava special
Pearl kaxigal
Rosa alba
Rosa Extremadura
Rosa Porriño
Rosavel
Rosa Villar
San Roman
Silvestre
Tezal
of each variety is given the following information: location, description, texture, grain size, composition, physical characteristics mechanical (specific gravity, coef. uptake, mechanical strength, etc.) geological classification and recommended use.
c) DIRECTORY
presents a picture where the region's leading companies that extract English granite quarries, produce and market the products from it are developed. On each of the companies provide data as number of workers, materials, activities, products, etc.
Reviewed by: Helena Pérez Calvo

Monday, March 13, 2006

Jelly Blob Cervical Mucus Dries Thicker

Bibliography of Natural Stone: Slate of Spain

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

tagged pages about natural stone in del.icio.us


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&amp;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/