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- Bad Ischl | glueckauf
Ischl and the salt The blessing of the coveted mineral salt lay over the entire Salzkammergut. Hence the name, which is made up of the words Kammergut and Salz. A chamber estate is a region that is directly owned by the sovereign, in this case the archdukes of the House of Habsburg. In contrast to Hallstatt and Bad Aussee, the salt deposits in Bad Ischl were discovered relatively late. Of course, the area around Ischl had long been recognized as being salt-prone, but there was a special economic need to open up the mining. In July 1563 the foundation stone was laid for the start of salt mining in Ischl. The first tunnel was opened in the village of Perneck. The more favorable location for transport, as well as the untouched forest occurrences and the probable inability of the Hallstatt Salt Mine forced the Ischl Salt Mine to be founded. 8 years later, in 1571, the first brewhouse for salt processing was founded in Bad Ischl. For generations of people from Ischl, salt became the most important economic basis. In addition to the previous transport, now also in direct production in the Salzberg Perneck. In 1595 the then Emperor Rudolf II commissioned the construction of a brine pipeline from Hallstatt via Goisern to Bad Ischl. Forty kilometers long and perfectly adapted to the terrain, this was the world's first pipeline. In the 17th and 18th centuries there was a crisis in the salt trade in the Salzkammergut. At the beginning of the 19th century, salt began to be used for health purposes. So it happened that in 1821 a medical delegation from Vienna, headed by Dr. Wirer, after Ischl to Dr. Goetz travelled. Together they decided to found a health resort. As the most important remedy, in addition to sulfur from a spring in the Salzberg and mud, the main focus was on the Ischl salt. For example, one method of respiratory recovery was saline inhalation. For this purpose, galleries were built for the spa guests over steaming salt pans.
- Perneck | Via Salis Bad Ischl
Perneck ein Dorf im Wandel der Zeiten. Autor: Leopld Schiendorfer
- 16 Alte Steinbergstollen | glueckauf
16 The Old Steinberg – Tunnel Stud Name: "Alter Steinberg - Stollen" because of the route in dense limestone Struck: 1567 Length: 902 m (658 m in Kalk, 244 m in Haselgebirge) Altitude: 852 m In 1567, under Emperor Ferdinand I. the "Alte Steinberg - Stollen" and the "Oberberg - Stollen", later renamed "Lipplesgraben - Stollen". The new tunnel made it possible to use the salt mountains discovered in the Mitterberg tunnel and to convert the two pumping works of the Mitterberg tunnel into discharge weirs. Encouraged by a test dig created from the Mitterberg tunnel, the Ischl miners started the slightly lower-lying Old Steinberg tunnel. The main shaft had to be driven 552 Stabel (658.0m) in lime, behind it one encountered rich Haselgebirge, which was at least 205 Stabel (244.4m) long. In 1575, experts from the three Aussee, Hallstatt and Ischl saltworks inspected and advised on the Ischler Salzberg. In the old Steinberg tunnel there was a level pit to the left of the main shaft to open up the mountains and next to it a pumping station designed to the south. Since the test furnaces extended under the Ebenschurf were in the well-salted mountains, the inspectors suggested that the field site of the Ebenschurf in the Tauben should be further extended. A dam in good condition was erected because of the freshwater that had been brought in. Since the field site of the Old Steinberg tunnel was in the deaf mountains, the inspectors decided to dig down a sinkhole to explore the salt mountains and then to examine the mountains with an oven. Due to the inexperience of the miners, who considered the limestone in the back of the head to be a deposit, after which salt must come again after breaking through, strong self-watering was started in the Old Steinberg tunnel, the coping of which caused great difficulties. In 1580, when there was still water-bearing, jagged limestone in the Steinberg, one was close to stopping any further tunnel excavation. A pit plan drawn up in 1654 shows that the old Steinberg tunnel - main shaft was first 156 Stabel (186.0m) in the bare rock and timbering, then a 40 Stabel (47.7m) long section was built in dense limestone, where this tunnel came from also got his name and then again 113 Stabel (134.7m) in the Tauben Mountains. After a total length of 309 Stabel (368.3m), the old Steinberg tunnel - main shaft finally reached the salt mountains. In the Hasel Mountains, the straight main shaft was continued and two bends were created, namely the bowl bend on the right and the Christoph Eysel bend on the left. The bowl turn was 135 sticks (160.9m) long and its field location was written in stone. On this hairpin bend there were two abandoned pumping stations, namely the hook and shooting station. The Christoph Eysel - Kehr was 80 Stabel (95.4m) long and there were two new pumping works, namely the Mathias Eysel - and the Hörlin - building, which held 4 Stuben Sulzen (452.8m³) at the first watering. The field location of this turn was in the gypsum stone. On the straight continuation of the main shaft, which stood up to the Zwerchschurf (diagonal Schurf) 205 Stabel (244.4m) in the salted mountains, there were 6 burrows. The names of these waterworks were Ederinger, Ebinger, Hinterdorfer, Neuhauser, Schroffensteiner and old Weidinger - Bau. The burrows were partly intersected and already mostly used. The old Weidinger building was provided with an additional dam so that the fall from the salt mountains at the rear of the main shaft could also be watered down. In addition to the two bends mentioned, there were also the Eder and Weidinger bends, extended to the left of the main shaft. On the 67 bar (79.9 m) long Eder bend, whose field location was written in stone, was the Eder building, which was still in use and was 14 bar (16.7 m) deep and held 3 rooms (339.6 m³) of brine . The Weidinger - Kehr stood 34 Stabel (40.5m) in the well-salted mountains and on the same was the new Weidinger - building, which had 8 Stabel (9.5m) construction depth and 12 Suole rooms (1358.4m³) summarized. At the rear of the main shaft, a transverse dig (transverse dig) with 40 poles (47.7m) on the right and 28 poles (33.4m) on the left was lengthened to explore the salt mountains. The field site of the former stood in stone and barren mountains, in the latter there was a wooden weir to prevent an inrush of the approached fresh water. Behind this Zwerchschurf, the main shaft was extended by another 30 sticks (35.8 m) over a fall from the salt mountains. Their field place was in stone and barren mountains. Also on this main shaft were the main trench from the Mitterberg tunnel down and the two, 22 Stabel (26.2 m) and 8 Stabel (9.5 m) long discharge furnaces of the Schellenberger weirs built in the Mitterberg tunnel. Due to lengthy repair work on the Sulzstrehn from Hallstatt, the brine for both salt pans in Ischl and Ebensee had to be produced mostly in the Old Steinberg tunnel. That is why in 1654 the whole 32 Stabel (38.1m) mighty mountain thickness was sooty except for 10 Stabel (11.9m). In 1656, the old Steinberg tunnel stood in the rich salt core and contained 12 water dams that had to be heavily used at times. A burrow had already collapsed. The commission recommended undercutting the Steinberg, but further consultations should take place with the involvement of external experts. Finally, in 1692, a new underpass tunnel, namely the Rabenbrunn tunnel, was struck. With the more than 1,000 m long Rabenbrunn tunnel, only salt mountains could be approached for the construction of a single building due to a faulty direction of advance and a too strong slope. In 1751, in the old Steinberg tunnel to explore the salt mountains, the test pits in the Eysel bend and in other places were not successful either. Therefore, the Old Steinberg - and the Rabenbrunn - tunnels were abandoned soon afterwards. Sources used: Carl Schraml "The Upper Austrian salt works from the beginning of the 16th to the middle of the 18th century", Vienna 1932 Carl Schraml "The Upper Austrian Salt Works from 1750 to the time after the French Wars", Vienna 1934 Johann Steiner "The traveling companion through Upper Austrian Switzerland", Linz 1820, reprint Gmunden 1981 Michael Kefer "Description of the main maps of the kk Salzberg zu Ischl", 1820, transcription by Thomas Nussbaumer, as of September 13, 2016 Anton Dicklberger "Systematic history of the salt pans of Upper Austria", Volume I, Ischl 1807, transcription by Thomas Nussbaumer, as of 06.2018 B. Pillwein "History, Geography and Statistics of the Archduchy above the Enns and the Duchy of Salzburg", 2nd part Traunkreis, Linz 1828
- Gasthaus zum Salzberg | glueckauf
Gasthaus zum Salzberg Monday/Tuesday rest day
- Maße und Gewichte | glueckauf
Mass and weight: With the sedentary peoples and with the shift from hunting and fishing to agriculture and animal husbandry, the need for suitable measurement systems grew. The earliest weights and units of measurement were based on measurements of body parts and the natural environment. Early Babylonian , Egyptian , and Bible writings show that length was first measured using arm, hand, or foot measurements. Time was divided according to the orbital periods of the sun , moon and other celestial bodies. If you wanted to compare the volume of containers such as bottles or clay jars, they were filled with plant seeds, which were then counted. Our current knowledge of early weights and measures comes from a variety of sources. Archaeologists have recovered some early standards that are kept in museums today. Comparison between the dimensions of buildings and descriptions by contemporary authors can provide more information. Length measurement: Measuring lengths is one of the most important tasks of a mark cutter. The oldest form of length measurement came from the Romans and affected limbs of the human body, such as arms, hands, feet or crotches. When a person spreads out both arms, the result is a measurement of about 1.70 to 1.90 m long, which was referred to as a "fathom". The "Klafter" was divided into 6 equal parts, which were called "foot" or "shoe". The "foot" was again divided into 12 equal parts, which were called "inches" or "thumb widths", following the duodecimal division. The lengths of the fathom system varied greatly locally and regionally. Only the Viennese fathom was an exception, since it was used from the 16th century. remained practically the same length. The fathom/feet/inch system was used as a technical measurement system exclusively in construction, mining, military and surveying. It was never used in the textile trade. In addition to the cord measure, the "cubit" appears again and again as another measure of length. Although the "cubit" as a forearm length represented a natural archetype, so to speak, its length varied astonishingly from region to region. For example, lengths in the range of 0.765 to 0.802 m were referred to as "Wiener Ellen". The "cubits" were not evenly divided, like the "fathom" by "foot" and "inches". They had an uneven division, mostly into 1/2, 1/3, 1/4, 1/8, 1/16 and 1/32 parts of the "cubit". These parts did not have their own name. The system of cubits was exclusively a trade measure, predominantly a cut goods measure for textiles. There were in Europe until the 18th century. many hundreds of different cubit lengths, which made trade and communication very difficult. Nevertheless, the "Elle" was valid until the end of 1875. The linear dimensions valid in mining were determined by measuring sticks decreed by the sovereign and were only valid for the respective district. In the Salzkammergut, each salt mine originally had its own "staff". To standardize the measuring system, the emperor introduced the "Österreichisches Kammergutstabl" with a length of 1.195 m. The "stick" was divided into 8 "eighths", the "eighth" again into 6 "inches" and 2 "eighths" made 1 "shoe". In 1768, Empress Maria Theresa issued "the introductory patent for the Viennese weight and measure". The now legal "Viennese units" only slowly began to establish themselves in the Salzkammergut. The "Kammergutstabl" was not replaced by the "Wiener Klafter" until 1838. The meter, which is still valid today, was introduced at the Austrian salt works on January 1, 1876. Cord, shoe and inch measurements: 1 Austrian mile 7.585km 1 Viennese fathom (°) 1,896m 1 Linz fathom (°) 1.816m 1 chamber goods fathom (°) 1.785m 1 Hallstatt mountain fathom (°) 1,991 m 1 Viennese shoe or foot (') 31.60 cm 1 Kammergut shoe or foot (') 29.75 cm 1 Vienna inch ('') 2.63cm 1 Kammergut inch ('') 2.48 cm Length measurements for textiles: 1 Gmundner Elle 0.795 m 1 Viennese cubit 0.778 m Length dimensions in mining: 1 Bergstabel Chamber Estate 1.195 m 1 Ausseer Bergstab 1.179m 1 Hallstatt and Ischler Bergstabel 1.192 m 1 Hall mountain table 1.169 m 1 Salzburg mountain table 1,199m Length dimensions for wood: 1 stick of spruce or fir wood 6,807m Area measurement: Cord, shoe and inch measurements: 1 Austrian square mile 57.54 km² 1 Viennese square fathom 3,596 sqm 1 Viennese square foot 999.3 cm² 1 Vienna square inch 6.939 cm² Room measurement: From the High Middle Ages to the 18th century. it was customary for us to put up publicly accessible standards, stone masses and scales so that the merchants and weavers could compare their own measurements and on the other hand the buyers could check for themselves whether they had received the correct measurement. A measure patent issued by Emperor Maximilian II in 1570 ordered the public attachment of the "land measures" (fathoms and cubits) to town halls or churches and the installation of stone "landmasons" in market squares. In earlier times up to the 19th century. Grain was not traded by weight but by volume. In Austria, the "Metzen", a so-called dry capacity measure, was generally used as a measure. The Metzen was canceled and fully counted. Cord, shoe and inch measurements: 1 Vienna cubic fathom 6.82m³ 1 Vienna cubic foot 31.59 dm³ 1 Vienna cubic inch 18.28cc Room dimensions for wood: 1 pan Widholz (firewood) spruce or fir 398 m³ 1 pan Widholz beech 341 m³ 1 Rachel Widholz (1/48th of a pan) Spruce or Fir 8.3m³ 1 Rachel Widholz Beech 7.1 m³ Capacity for brine: 1 bucket 56.57 dm³ or 56.6 l 1 March to 180 buckets 10.18m³ 1 room for 2,000 buckets (until 1677) 113.14m³ 1 room for 4,320 buckets (until the 18th century) 244.38m³ 1 room for 3,240 buckets (from the 18th century) 183.29m³ Capacity for grain: 1 Gmundner Metzen (until 1752) 62L 1 courage to 30 Gmundner Metzen 1,860L 1 Stockerau Metzen (from 1752) 61.49L Weight measurement: As the oldest measuring instruments, scales have been in use for more than 7,000 years. The most original form is the equal-armed beam balance, which was used until the 19th century. was in widespread use. From the 15th century princely cementation offices existed as predecessors of today's calibration offices. As princely officials, the Zimenter had to periodically calibrate scales, weights and length scales, i.e. to check that they corresponded to prescribed original models. After the check, the Zimenter attached an official mark. In 1777, Empress Maria Theresa ordered in a "Cementation Patent" that lengths, weights and scales be checked every two years. Stone weights were not allowed to be used because of the high risk of fraud, and they were also not allowed to be provided with a cement stamp. General weight measurements: 1 hundredweight Vienna (q) 56kg 1 Viennese pound 0.56kg 1 loth 1.75 dkg 1 pinch 4.38g 1 quintal (salt works from 01.01.1876) 100kg Weight measurements for salt: 1 load of salt (100-115 pounds over time) 56.6-64.4kg 1 cartload of salt (115 pounds circa 1769) 64.4kg 1 pound fodder = 240 pieces fodder of salt 15.46t 1 Schilling Fuder = 30 Fuder salt 1.93t 1 barrel of salt (hundredweight barrel) 61.6kg 1 cup of salt 7.16kg 1 Bohemian runner (150 Viennese pounds) 84.0kg Metric system: The first defined metric system was introduced in France. In 1791 the intention to create such a system was legislated; it was introduced in 1793 at the time of the Jacobin Reign of Terror . For the first time in history, an artificially developed system of measurements was introduced. The decimal metric system was introduced with the aim of creating a system of measurement "for all time, for all peoples". The original meter , which was created as a reference, is kept in Paris. The first metric system was based on centimeters , grams and seconds ( cgs system , c for centimeter) and these units were very useful in science and technology . Later metric systems were based on meter , kilogram and second ( mks system ) to be more manageable for practical applications. In technology and industry, the technical system of measurement was created, which had the meter, kilopond (formerly: force kilogram), second and degree as the basic units. Metric units have spread all over the world, first to non-English speaking countries but more recently there as well. The metric system was slow to be adopted in France, but scholars and engineers considered its adoption as an international system desirable. On 20. On May 18, 1875, an international treaty, the Meter Convention , was signed by seventeen states. Various organizations and laboratories were formed to create and maintain a unified system. The meter was introduced at the Austrian saltworks on January 1, 1876. The metric system is simpler than the old units of measurement because different sized units are always smooth powers of ten of other units. This relationship between the units leads to easy conversions from one unit to another in the decimal system . The currently predominant form of a metric system is the International System of Units (SI – System). It was founded in 1954 - not yet under its current name and initially with only six base units - and is also based on the meter, kilogram and second, but also contains other base units for temperature , electric current , luminous intensity and amount of substance. Sources used: Carl Schraml "The Upper Austrian Salt Works from the beginning of the 16th to the middle of the 18th century", Vienna, 1932 Franz Kieninger "Forestry since the 14th century", company newspaper Österreichische Salinen, 3rd JG, 4th H, Vienna, 1930 "Brine and salt", Bad Ischl exhibition, catalogue, Bad Ischl, 1987 Anton Dicklberger "Saline history of Upper Austria", transcription by Thomas Nussbaumer, Weitra, 2018 Alois Fellner "Mining Dictionary", Vienna, 1999 Harald Witthöft "From the mountain measure in the Schwazer Bergbuch", Der Anschnitt 60, Bochum, 2008 Wikipedia "Weights and Measures"
- 08 Amaliastollen | glueckauf
08 The Empress Amalia – Stollen Stud Name: "Empress Amalia - Stollen" Wife of Emperor Joseph I, married on February 24, 1699 in Vienna Struck: 1687 Length: 572 m Altitude: 851 m The Empress Amalia tunnel was opened in 1687 in order to drive under the next upper Frauenholz tunnel and to be able to use the salt storage facility below. The year the main shaft was expanded cannot be found, but this must not have happened long after the 18th century, because in 1725 several pumping works in these tunnels were already in use. In 1734, a collapse and water ingress occurred in the rear part of the Amalia tunnel - main shaft, which is why a conversion had to be made. The main shaft was then cleared out again and the water that had collapsed was drained back to the surface without causing any damage. The great squeezing pressure of the poor Haselgebirge made it necessary to reinforce the carpentry of the routes. In order to limit the consumption of firewood, Oberamtrat Kner ordered it to be soaked in brine in 1796, as in Hallstatt in Ischl, for which purpose the brine room next to the mouth of the Amalia tunnel was used. This could hold 1000 stamping sticks, which were soaked in the brine for three months. Situation of the weirs in the Empress Amalia tunnel around 1800: Length from the mouth hole to the salt boundary 496 Stabel (591.2m), from there to the field site 404 Stabel 4 hairpin bends with a total of 8 weirs, 4 of which are useless and 4 usable. The hairpin bends originally laid out in these tunnels were mostly broken and abandoned quickly because of the enormous mountain pressure. In order to ensure access to the main shaft, complex conversion sections had to be created. In 1839 the workers Preßel, Schwaiger, Rappan and Baron Sternbach suffered massive injuries in the Amalia tunnel. The mine workings that were still open had to be treated with particular care. On May 11, 1843, Vasold Schurf (Amalia – on Elisabeth – tunnel) to such an extent that the entire mining area was endangered. The massive inrush of water was a result of the collapse of the Erlach weir in the Frauenholz tunnel and the Mohr and Freund weir in the Elisabeth tunnel. As early as May 20, 1844, a commission made up of the most experienced miners of the Kammergut met to save the Ischler Salzberg, which was threatened with collapse. At the suggestion of the commission, the area of the collapse was measured and a wooden model of the Ischler Salzberg was made. The model showed that the waters descended from the Niederen Rosenkogel and could be intercepted by an extension from the Potie - Schurf (Neuberg - on Frauenholz - tunnel). After several unsuccessful attempts to build, the stormwater was finally managed in this way, it was caught and drained off harmlessly. The collapse rooms made accessible by the extension could be secured with numerous wooden support boxes. The extension was occupied in three-thirds shifts and Häuer also came to help from Hallstatt. The incompletely collected waste water continued to leach out the collapsed Haselgebirge, which settled and with it the support boxes, which became detached from the ceiling and no longer served their purpose. In 1845, an attempt was made to counteract the renewed threat of decline by filling in the cavern spaces with debris and quarry stones extracted from the surface. In addition, the search for the origin of the waste water hidden under the sinkhole continued with success. The approximately 60m high Keeler rubble , including the horn sites, was extremely brittle and could only be secured by lining. For the same reason, in 1848 the fifth water extension in Neuberg - the tunnel and parts of the Amalia tunnel - had to be built into the main shaft. Longer iron pipes made of cast iron pipes were laid for the first time on the Ischler Salzberg in the Keeler - rubble and in the Layer - conversion for the quick, safe drainage of the enormous amounts of stormwater. Another measure to reduce the water inflow from above ground was the construction of a widespread system of gutters and water catches in the area of the Reinfalzalm, which required constant maintenance and supervision. As a last measure, the water supply should be relocated to improve the leaching conditions in the weirs. The more rapid leaching of the weirs reduced the risk of factory overlaps. To do this, however, the amount of fresh water fed into the pit had to be increased significantly. In addition to the installation of iron pipes with larger cross-sections, a new water supply route from Bader - Schurf (Frauenholz - on Amalia - tunnel) via the Springer - Kehr, the Scharf - and Liska - conversion (Amalia - tunnel) to Vasold - Schurf (Amalia - on Elizabeth – tunnels) have been planned. This was intended to enable the supply of larger amounts of water to the production workers and to drain the sections that had been soaked by the weeping wooden pipes. According to the decision of the Court Chamber, the procurement of the necessary iron pipes was to be spread over the years 1842, 1843 and 1844. Those connecting structures that had become superfluous after the drainage pipe was relocated in 1842 were left open. These included the Niedere Wasserberg shaft and the water digging from the Niederen water tunnel to the Lipplesgraben tunnel, the rear Lipplesgraben and Johannes tunnel, some stretches in the Matthias and Neuberg tunnel and the Kößler conversion in the Frauenholz tunnel. Situation of the weirs in the Empress Amalia tunnel – weirs around 1850: A total of 9 weirs, all pronounced dead around 1850. Wolfen - and Colonel Kammergraf v. Baron Sternbach - weir (cut), Kappan - weir, Sternbach - weir, Schwaiger - weir, Preßel - weir, Landsteiner - and Eberl - weir (cut), Boiger - weir. An elaborate underground pipe system was maintained until 1933 to supply water to the production workers. Only after the above-ground version of the Törlbach and the supply of this water through the Maria Theresia tunnel could the watering be significantly simplified from 1933. Dynamite explosion on June 4, 1919 - Salzkammergut newspaper June 15, 2019: From Bad Ischl we will be informed under the 6th d. M. on the phone: On June 4, 1919 at around 6:30 am, explosives expert Gschwandtner, who lives in Perneck No. 9, carried out blasting in the Amalia tunnel in Perneck. Since all shots did not have the full effect, Gschwandtner grabbed dynamite. But it was frozen and so he went out of the tunnel to look for a dressing hut in the vicinity, heated the oven there and put a board on the stovetop, whereupon he wanted to warm up approx. 35 dynamite cartridges with a total weight of 2.5 kg. Gschwandtner then sat down in front of the stove and watched the cartridges. The miners Matthias Zeppezauer, resident at Untereck No. 4, and Josef Kogler, resident at Wirling No. 10, were also in the hut to change. Suddenly the 3 workers noticed a blue flame near a dynamite cartridge and heard a hiss. They wanted to flee, but the explosion had already taken place. Gschwandtner and Zeppezauer suffered a shattered eardrum and a concussion, Kogler internal abdominal injuries and also a concussion. The injuries are serious but not fatal. Josef Gschwandtner, who is a blaster and should be familiar with the handling of dynamite cartridges, is facing a misdemeanor accountable under the Explosives Act. (It is unbelievable that the saltworks administration has no facility for heating up frozen cartridges of dynamite, so that the workers are forced to heat them up at the furnace, with the consequences mentioned above brings with it. It's the second time in two months that in the Salzberg of Bad Ischl due to the negligence of the administration, fathers of families have to perish or become unable to work.) Watering path until 1933: John - Stollen: Drainage scour - main shaft - Saherböck scour Matthias - studs: Drainage Schürfl - main shaft - Plenzner Schurf Neuberg - tunnels: Albrecht conversion – Ritschner conversion – Schwind Schurf Frauenholz - Stollen: Kössler conversion – Schmidt Schurf Amalia - Studs: Main shaft – Wimmer Schurf In the Amalia tunnel, the highest still passable tunnel at 841 m above sea level above the Ischl mountain church, which is still used today for ventilation and the drainage of mine water, renovation work was started in 1994 and an access road to the tunnel mouth was built for this purpose. Furthermore, extensive maintenance work was carried out by external companies in 1983 in the Liska and Layer conversions as well as in the Keeler rubble. Sources used: Carl Schraml "The Upper Austrian salt works from the beginning of the 16th to the middle of the 18th century", Vienna 1932 Carl Schraml "The Upper Austrian Salt Works from 1750 to the time after the French Wars", Vienna 1934 Carl Schraml "The Upper Austrian Salt Works from 1818 to the end of the Salt Office in 1850", Vienna 1936 August Aigner "Salt mining in the Austrian Alps", Berg- und Hüttenmännisches yearbook, Vienna 1892 Leopold Schiendorfer "Perneck - A Village Through the Ages", Linz 2006 Johann Steiner "The traveling companion through Upper Austrian Switzerland", Linz 1820, reprint Gmunden 1981 Georg Chancellor "Ischl's chronicle", Ischl 1881, reprint Bad Ischl 1983 Michael Kefer "Description of the main maps of the kk Salzberg zu Ischl", 1820, transcription by Michael Nussbaumer, as of September 13, 2016
- Gipsbergbau Bad ischl
Salzkammergut Salzbergbau Gipsbergbau
- Hinterrad | glueckauf
Hinterrad 02 Der Kaiser franzens - Stollen Angeschlagen: 1794 - gemeinsam mit Kaiser Leopold Stollen Länge: 884 m - 1834 Vortrieb eingestellt. 1540 m zur Salzgrenze Seehöhe: 588 m Weiterlesen 03 Der Kaiser Leopold – Stollen Angeschlagen : 1794 – gemeinsam mit Niederer Kaiser Franzens – Stollen ( 1. Mai ) Länge : 1.800 m Seehöhe : 643 m Weiterlesen 04 Der Kaiserin Maria Theresia - Stollen Angeschlagen : 1775 am 26. September, unter „merkwürdigen Feierlichkeiten“ Länge : 1.590 m Seehöhe : 680 m Weiterlesen 05 Der Kaiser Josef Stollen Ursprünglich „Erzherzog Josef – Stollen“ Regierung Kaiserin Maria Theresia, 1740 – 1780 Angeschlagen : 1751 am 26. Oktober, „Feierlich aufgeschlagen“ Länge : 1.195 m Seehöhe : 722 m Weiterlesen 06 Der Kaiserin Ludovika- Stollen Angeschlagen : 1747 Länge : 1.013 m Seehöhe : 764 m Letzte Befahrung : 5. März 1934 Weiterlesen 07 Der Kaiserin Elisabeth – Stollen Angeschlagen : 1712 Länge : 750 m Seehöhe : 812 m Weiterlesen 08 Der Kaiserin Amalia – Stollen Angeschlagen : 1687 Länge : 572 m Seehöhe : 851 m Weiterlesen 09 Die Bergkirche Erbaut 1751 Weiterlesen 10 Der Frauenholz – Stollen Angeschlagen : 1610 - am 2. Oktober, aber erst am 22. Juni 1632 Salz angetroffen Verlassen : bis 1745 unterhalten, verlassen um 1848 Länge : 706 m Seehöhe : 880 m Weiterlesen 16 Der alte Steinberg Stollen Angeschlagen : 1567 Verlassen : Aufgelassen mit Rabenbrunn – Stollen, bald nach 1751 Länge : 902 m ( 658 m im Kalk, 244 m im Haselgebirge ) Seehöhe : 852 m Weiterlesen 17 Der neue Steinberg Stollen Angeschlagen : 1725 Verlassen : 1775 beendigte Benützung, dem gänzlichen Einsturz überlassen Länge : 280 m Seehöhe : 862 m Weiterlesen 19 Die Steinberg Säge Weiterlesen
- 10 Frauenholzstollen | glueckauf
10 Der Frauenholz – Stollen Stollenname: „Frauenholz – Stollen“ Ischler Verweser Raphael Frauenholz Angeschlagen: 2. Oktober 1610 Verlassen: bis 1745 unterhalten, verlassen um 1848 Länge: 706 m Seehöhe: 880 m Der Frauenholz - Stollen wurde anfangs durch einen vom Neuberg – Stollen abgeteuften, 30 Stabel (35,8m) langen Probe – Schurf („Probschurf“) von oben herunter untersucht. Nachdem die weitere Tiefenerstreckung des Salzlagers nachgewiesen werden konnte, wurde der nach dem damaligen Ischler Verweser Raphael Frauenholz benannte neue Stollen am 2. Oktober 1610 angeschlagen. Es dauerte bis am 22. Juni 1632, also 22 (!) Jahre, bis das Salzlager erreicht wurde. Um das Salz zu erreichen mussten ca. 530 m taubes Gestein durchörtert werden, was einem Jahresvortrieb von ganzen 25 m entspricht (sofern der Stollen dauernd mit Mannschaft belegt war). Der Frauenholz – Stollen war der erste Stollen, der das Pernecker Salzlager von Nord nach Süd („Mitternacht gegen Mittag“) unterfuhr. Alle höher gelegenen Stollen vom Neuberg – bis Johannes – Stollen wurden von West nach Ost („Abend gegen Morgen“) angesetzt. Da das Gelände auf der Nordseite und wesentlich steiler ist, war die Hauptschachtricht um einiges kürzer und der Aufschluss deshalb mit wesentlich geringeren Kosten möglich. Eines der ältesten Denkmäler alter Ischler Bergbautätigkeit ist die in Stein gehauene Inschrift des Frauenholz – Stollens. Nach wechselvoller Geschichte, heute am Kaiser Maria Theresia – Stollen angebracht, berichtet diese Tafel vom Anschlag des Frauenholz – Stollens 1610 bis zum Antreffen des Salzes nach 22 Jahren: Den 2. Octobris nach Christ, unseres Heilands Geburt, im 1610 Jahr, unter Rudolfo dem anderten Römischen Kaiser Matthia dem anderten König zu Ungarn Designierten zum König in Böhmen regierenden Erzherzogen zu Österreich etc., bei Herrn Veit Spindler, Salzamtmann, Raphael Fraunholzen, Verwesern und Georg Nützen, Gegenschreibern ist dieser Salzberg durch Andrä Kälssen, Bergmeistern, Leonhard Astern, Bergschaffern, aufgeschlagen, angefangen und von den Bergleuten nach Gedachtes ihres Verwesers Name der Fraunholzberg genennet. Das Salz aber angetroffen worden den 22. Juni 1632 unter Ferdinand dem anderten, Römischen Kaiser Ferdinand dem dritten erwählten und gekrönten König zu Ungarn und Böhmen, Erzherzog zu Österreich, bei Herrn Georg Brugglachern Salzamtmann Johann Resfelt von Rosenthal, Verwesern und obgedachten Georg Nützen, Gegenschreiber, Andrä Kälssen, Bergmeistern und Martin Kälssen, Bergschaffern. Gott geb Gnade. Amen. Die Länge der Frauenholz Stollen – Hauptschachtricht betrug bis zur ersten Kehre („Kößler – Umbau“) durch das taube Gebirge hinein 339 Stabel (404,1m). Anschließend wurde noch die „Krechen“ – Hauptschachtricht („Gerade“ – Hauptschachtricht) im Salzgebirge weitergetrieben und der Streubel – Schöpfbau darauf angelegt. Die Krechen – Hauptschachtricht wurde in der Hoffnung, das Salz länger anzutreffen, im tauben Hangendgebirge noch über 250 Stabel (298,0m) fortgesetzt. Weil aber nur Stein, taubes Gebirge und süßes Wasser erbaut wurde und daraus kein Nutzen zu ziehen war, wurde die Verlängerung der Krechen – Hauptschachtricht mit einem Lettenverschlag verdämmt und das dahinter erbaute Wasser durch Röhren bis zum Mundloch des Frauenholz – Stollens ausgeleitet. Situation Schöpfbaue im Frauenholz – Stollen um 1654: Insgesamt 15 Schöpfbaue in Betrieb. Streubel-, Seutzen-, Hanns Georg Jünger-, Jungen Kessenhüller-, Johann Philibert-, Seeau-, Hölzl-, Seywalder-, Metzler-, Schweibelmayr -, Jesuiter-, Pruklacher-, Soltinger-, Harrach- und Spitzel – Bau. Auf der gegen Osten („Morgen“) ausgelängten Hauptschachtricht befanden sich 8 Schöpfbaue, nämlich der Seutzen-, Hanns Georg Jünger-, Jungen Kessenhüller-, Johann Philibert-, Seeau-, Hölzl-, Seywalder- und Metzler – Bau, welche sich mit dem Streubel – Bau vereinigten und später unter dem Namen der Streubel und Seutzen – Wehr zu einem Ablaswerk vorgerichtet wurden. Hinter dem Metzler – Bau lag links die Kufstein – Kehr, auf welcher der mit dem Metzler – Bau zusammengeschnittene Schweibelmayr – Bau lag. Auf der von der Hauptschachtricht links gelegenen Kapuziner – Kehr lag der Jesuiter – Bau, ihr Feldort stand in tauben Gebirge. In der Fortsetzung der Hauptschachtricht befanden sich der Pruklacher-, Soltinger- und Harrach – Bau, welche in der Folge mit dem Jesuiter- und Spitzel – Bau vereinigten, unter dem Namen Porg – Wehr zu einem Ablaswerk vorgerichtet und benützt wurden. Die Porg – Wehr wurde bis zu einem 1745 erfolgten Einbruch süßer Tagwässer betrieben. Weiter hinten lag der vom Neubergstollen abgebaute Einwässerungs – Schurf, auch Registrator v. Riethaler Schurf genannt, welcher die Hauptschachtricht des Neuberg – Stollens mit der alten Hauptschachtricht des Frauenholz – Stollens verband. 1637 wurden anstatt des baufälligen Holzgebäudes am Frauenholz – Stollen ein Berghaus und eine Schmiede errichtet. 1707 waren im Frauenholz – Stollen 15 Schöpfbaue in Betrieb. Zur Erleichterung der Soleförderung war deren Vereinigung in zwei Damm - Wehren zu 70 und 50 Stuben Fassungsraum ( 17.115m³ und 12.225m³) geplant. Die Umstellung des Laugbetriebes hatte sich verzögert, weil der unterliegende, zum Abfluss der Sole benötigte Amalia – Stollen erst 1687 eröffnet wurde. 1707 rügte die Starhembergsche – Kommission erneut scharf den Vortrieb eines Untersuchungsbaues als Fortsetzung der Hauptschachtricht im Frauenholz – Stollen 300 Stabel (358,5m) über die Salzgrenze hinaus ins Taube. Die Aussichtslosigkeit dieses Vortriebes wurde durch eine Tagvermessung nachgewiesen, denn oberhalb dieser Strecke stand eine hochragende Felswand. Als die sich im Frauenholz – Stollen befindliche Streubel – und Seutzen – Wehr 1729 zusammengeschnitten war, ereignete sich 1738 in der Streubel – Wehr ein Werksniedergang. Dabei drang eine große Menge Süßwasser in die Wehr ein. Am 16 April 1738 wurde in einer Beschau beschlossen, einen Hauerschlag zur Aufsuchung des Süßwassers in der Streubel – Wehr auszuführen, und dieses, wenn gefasst wäre, durch einen Schurf in den Kaiserin Amalia – Stollen auf die Springer – Kehr zu leiten, und von dort schadlos auszuleiten. Dieser Vorschlag konnte jedoch nicht ausgeführt werden, weil das Wasser überraschend aus dem Deckgebirge oberhalb der Wehr zufloss und nicht gefasst werden konnte. Zur Fassung des Wasserzutrittes in die Streubel – Wehr wurde 1738 ein neuer Wasser – Stollen mit Wasserfassungsstrecken („Seitenöffen“) am Reinfalz und die Verlängerung des Rinnwerks zwischen den Bergen vorgenommen. Obschon mit dem 54m langen, in 1.030m Seehöhe angesetzten neuen Stollen („Mittlerer Wasserberg – Stollen“) einiges Wasser erbaut wurde, erreichte man doch nicht den damit erhofften Erfolg, weil das Süßwasser noch immer in die Streubel – Wehr eindrang. Erst 1769 konnte durch den im Lipplesgraben – Stollen angelegten Wasser – Schurf der Süßwasserzutritt endgültig gefasst und abgeleitet werden. Da der „Mittlere Wasserberg – Stollen“ mit den tiefer angelegten Stollen keine Verbindung hatte, wurde er 1816 wieder aufgelassen. Dadurch konnten die Rüstkosten, die zur Instandhaltung des im druckhaften Gebirge angelegten Stollens nötig waren, eingespart werden. Das gemauerte Berghaus, in dem sich die Bergkanzlei befand, wurde 1740 erweitert. Im Jahr 1781 wurde aber das Berghaus beim Frauenholz – Stollen wieder abgebrochen und die dort wohnenden Arbeiter in das Berghaus beim Kaiserin Elisabeth – Stollen und sowie in jenes beim Kaiserin Maria Ludovika – Stollen umgesiedelt. Situation Wehren im Frauenholz – Stollen um 1800: Länge vom Mundloch bis zur Salzgrenze 428 Stabel (510,2m), von da bis zum Feldort 372 Stabel (443,4m). Er hat 1 Kehr mit insgesamt 4 Wehren, davon 2 brauchbare und 2 unbrauchbare Wehren. Um 1820 war nur mehr der vordere Teil der Frauenholz Stollen – Hauptschachtricht vom Mundloch bis zum Wasser – Umbau befahrbar, sowie im rückwärtigen Teil der morgenseitigen Hauptschachtricht die Strecke vom Wimmer – Ebenschurf bis zum Vasold – Schurf (beide Schürfe vom Frauenholz – in den Amalia – Stollen), die aus Bewetterungsgründen offengehalten werden musste. Situation Wehren im Frauenholz – Stollen um 1850: Insgesamt 5 Wehren (um 1850 alle totgesprochen); Erlach - Wehr, Lang - Wehr, Porg - Wehr, Streubel - und Seutzen - Wehr (verschnitten). 1933 wurden im Zuge der Umlegung der Einwässerungs – Strecken die Frauenholz Stollen – Hauptschachtricht, der Kössler – Umbau sowie der Schmidl – Schurf (Frauenholz – auf Amalia – Stollen) stillgelegt. Verwendete Quellen: Carl Schraml „Das oberösterreichische Salinenwesen vom Beginne des 16. Bis zur Mitte des 18. Jahrhunderts“, Wien 1932 Carl Schraml „Das oberösterreichische Salinenwesen von 1750 bis zur Zeit nach den Franzosenkriegen“, Wien 1934 Carl Schraml „Das oberösterreichische Salinenwesen von 1818 bis zum Ende des Salzamtes 1850“, Wien 1936 August Aigner „Der Salzbergbau in den österreichischen Alpen“, Berg- und Hüttenmännisches Jahrbuch, Wien 1892 Leopold Schiendorfer „Perneck – Ein Dorf im Wandel der Zeit“, Linz 2006 Johann Steiner „Der Reisegefährte durch die Oberösterreichische Schweiz“, Linz 1820, Reprint Gmunden 1981 Georg Kanzler „Ischls Chronik“, Ischl 1881, Reprint Bad Ischl 1983 Michael Kefer „Beschreibung Hauptkarten des kk Salzberges zu Ischl“, 1820, Transkription Michael Nussbaumer, Stand 13.09.2016 Anton Dicklberger „Systematische Geschichte der Salinen Oberösterreichs“, I. Band, Ischl 1807, Transkription Thomas Nussbaumer
- Ischler hydraulischer Kalk | glueckauf
Ischler hydraulic lime
- Fremdenbefahrung | glueckauf
Visiting strangers:
- 11 b Hauptrinnwerk | glueckauf
Hoher Wasserstollen - höchster Stollen am Ischler Salzberg 11 b The stone main channel "Between the mountains" The Ischl salt dome has the shape of a flat wedge that tapers upwards and inclines towards the north, which strikes from east to west. In the area of the Reinfalzalm, the salt-bearing layers bite out to the surface. As the wedge-shaped deposit is tapered upwards, the upper adits were a major disappointment. The north-south extent of the salt deposit was only 40 m, the east-west strike around 250 m. In this small salt deposit, the leach works quickly reached the overburden and thus water-bearing limestone layers. The penetration of so-called scour water repeatedly led to extensive factory collapses, which, due to the small thickness of the overlying layers of cover, continued into the day area of the Reinfalzalm and into the area "between the mountains" south of the Reinfalzalm. The surface water collected in the resulting caverns ("Pingen") and penetrated unhindered into the pit areas with sometimes devastating consequences. As early as 1600, the need to collect surface water in wooden gutters in order to quickly drain it away from the collapsed areas of the Reinfalzalm and thus prevent further damage in mining was recognized. In 1738 there was a catastrophic flood in the Streybel and Seitzen weir in the Frauenholz tunnel. For this reason, an inspection was held on April 16, 1738, at which it was decided to dig a new water tunnel (middle water tunnel) in the Reinfalzalm area to search for the waste water and to extend the existing drainage system. However, the hoped-for success did not materialize, since fresh water entered the Frauenholz tunnel unhindered until the construction of a water pit in the Lipplesgraben tunnel in 1769. This water scour was successfully driven underground into the almost 15 m deep Pinge, which is still clearly visible in the area today, to drain off the water. The drainage system at the Reinfalz was expanded in 1746 and 1741 in order to be able to safely drain the harmful surface water above the salt storage. In 1769 Hofkammerrat Gigant found the surface water that had penetrated the Frauenholz tunnel well summarized in the Lipplesgraben tunnel. To protect the salt storage against the sedimentation of rainwater, the surface area was already criss-crossed by a dense network of drainage ditches and side channels, the ongoing maintenance of which, however, required great expense. In order to reduce this, the Verwesamt decided in 1795 to give up that part of the drainage system that ran over lettuce, i.e. water-impermeable ground, and where there was no longer any fear of the further penetration of surface water. A major repair of the then already 1,125 fathoms (2,133.54 m) long main and side gutter system, which was partly made of batten and partly consisted of wooden gutters, was carried out in the years 1830 - 1831. In 1843 there were again extensive factory collapses at the Ischler Salzberg. The Erlach works in the Frauenholz tunnel and the Mohr and Freund works in the Elisabeth tunnel collapsed, allowing large amounts of polluted water to penetrate from the surface layers. In addition to the excavation of the Keel rubble in the Amalia tunnel for direct underground exploration of the waterways, it was also decided to further expand the water channels on the Reinfalzalm above. In order to reduce the repair work and the associated costs for the extensive water channel, this was made from hand-hewn limestone blocks instead of wood from 1840 when repair work was required. The standard cross-section of the cuboid drainage system was set at 20 cm deep and 45 cm wide. The first cuboid drainage system was built between 1840 and 1850 over a length of 92 fathoms (174.48 m) from the Reinfalzanger to the Niederes Wasserstollen. In 1892, the Imperial and Royal Ministry of Finance approved the construction of a workers' accommodation hut made of stone masonry as a replacement for the wooden tunnel hut built in 1567 on the Lipplesgraben tunnel. At the end of 1905, the total length of the drainage system was 1,103.00 m. Of this, 201.30 m were made of wood and 901.70 m of ashlar. From 1913, prefabricated concrete elements began to be used instead of the laboriously hand-made ashlar blocks. The so-called "cement channels" with two different standard profiles (45 or 35 cm wide and 20 cm deep) were manufactured in the Perneck tube works not far from the Leopold tunnel. In the years 1913, 1917 - 1918 and 1918 - 1919 another 135 m of the wooden gutter were replaced by cement gutters. From 1924, as a result of renewed factory collapses, extensive subsidence and landslides occurred in the south-eastern area of the Reinfalzalm. By 1927, an area of more than 9,500 m² was in motion. This also affected the stone main drainage system, which was destroyed over a length of around 150 m. As a replacement, two inexpensive wooden gutters were built parallel to the destroyed main gutter. Until 1950, the "Stone and wooden water channel between the mountains" was repaired annually by the Ischl salt mine. The construction crew lived in the tunnel hut near the Lipplesgraben tunnel. After the completion of the maintenance work on the water channel, the tunnel hut was leased from the salt pans to the Upper Austrian Cave Researchers' Association. In the course of the construction of a forest path "Between the Mountains" at the beginning of the 1970s, large areas of the stone main drainage system were destroyed or covered over. In May/June 2020, members of the IGM were able to uncover this mining historical monument, which is important for the Ischler Salzberg, over a length of approx. 100 m with considerable effort and only by hand. Sources used: Ischl home club "Bad Ischl home book 2004", Bad Ischl 2004 Anton Schauenstein, "Denkbuch des Österreichischen Berg- und Hüttenwesen", Vienna 1873 Michael Kefer "Hand Karten des Ischler Salzberges", 1829, Transcription Nussbaumer, April 30, 2019, Archiv Salinen Austria Carl Schraml "The Upper Austrian Salt Works from 1750 to the time after the French Wars", Vienna 1934 Carl Schraml "The Upper Austrian Salt Works from 1818 to the end of the Salt Office in 1850", Vienna 1936 NN "Water channel made of ashlars", Ischler stock book no. 50, transcription Thomas Nussbaumer, 01 07 2018, archive Salinen Austria Ischler Salzberg, Rinnwerk Reinfalz, 1907, plan archive Salinen Austria, archive number BI - 35 - 13214 Alfred Pichler "Lipplesgrabenstollenhütte", LVFH Upper Austria, Linz, 2003