PL17422S2 - Frame for the temporary consolidation of bulk material samples - Google Patents

Frame for the temporary consolidation of bulk material samples Download PDF

Info

Publication number
PL17422S2
PL17422S2 PL17815F PL1781511F PL17422S2 PL 17422 S2 PL17422 S2 PL 17422S2 PL 17815 F PL17815 F PL 17815F PL 1781511 F PL1781511 F PL 1781511F PL 17422 S2 PL17422 S2 PL 17422S2
Authority
PL
Poland
Prior art keywords
frame
bulk material
material samples
temporary consolidation
chambers
Prior art date
Application number
PL17815F
Other languages
Polish (pl)
Inventor
Mateusz Stasiak
Robert Rusinek
Marek Molenda
Original Assignee
Instytut Agrofizyki Im Bohdana Dobrza Nskiego Pan
Filing date
Publication date
Application filed by Instytut Agrofizyki Im Bohdana Dobrza Nskiego Pan filed Critical Instytut Agrofizyki Im Bohdana Dobrza Nskiego Pan
Publication of PL17422S2 publication Critical patent/PL17422S2/en

Links

Description

Opis wzoru przemys lowego Przedmiotem wzoru przemys lowego jest rama s lu zaca do konsolidacji czasowej próbek mate- ria lów sypkich, proszkowych. Konsolidacja czasowa prowadzona jest w walcowych komorach a uzy- skane próbki przeznaczone s a do scinania w aparacie bezpo sredniego scinania. Nasypany do komór proszek zag eszczany jest grawitacyjnie jarzmami wykonanymi z kszta ltowników aluminiowych z ob- ciaznikami. Rama do konsolidacji, przedstawiona na ilustracji Fig. 1, ma kszta lt dwóch identycznych, zesta- wionych ze sob a prostok atów (1) ze srodkowo umieszczon a poziom a poprzeczk a, utworzonych ze stalowego kszta ltownika - rury o prostok atnym przekroju poprzecznym. Prostok aty (1) wspieraj a si e na podstawie (2), która w widoku z góry ma kszta lt litery „H" i równie z jest utworzona ze stalowej rury o prostok atnym przekroju. Podstawa (2) zaopatrzona jest w nogi ze stopami oraz regulacyjne sruby rzymskie. Do górnej i srodkowej poprzeczki ramy zamocowane s a poprzeczne zebra (3) utworzone z ceowników - po piec na ka zd a poprzeczk e - na których umieszczone s a walcowe komory (4), do których wsypuje si e proszek podlegaj acy konsolidacji. Komory (4) zamykane s a od góry ko lowymi pokrywami dociskaj acymi (5) z centrycznie umieszczon a metalow a kul a (6) dla uzyskania równomier- nego obci azenia. Komory (4) z badanymi próbkami umieszcza si e na kra ncach zeber (3) i obciaza obci aznikami (8) za pomoc a jarzm (7). Jarzmo (7) sk lada si e z dwóch poziomych pr etów, polaczonych ze sob a pionowymi ci egnami. Do dolnego pr eta przymocowany jest walcowaty obci aznik (8). Wyso- ko sc jarzm (7) z obciaznikami (8) jest dobrana tak aby nie kolidowa ly z komorami (4) umieszczonymi ni zej. Komory (4) rozmieszczone s a po dwóch stronach ramy w dwóch rz edach po 5 sztuk. Rama konsolidacyjna umo zliwia jednoczesne przeprowadzenie zag eszczania czasowego 20 próbek. Cechy istotne wzoru Wzór przemys lowy wyró znia si e: 1 dwoma identycznymi, zestawionymi ze sob a prostok atami ze srodkowo umieszczon a pozio- m a poprzeczk a; 2 podstaw a (2), która w widoku z góry ma kszta lt litery „H"; 3 utworzonymi z ceowników poprzecznymi zebrami (3); 4 walcowymi, grubo sciennymi komorami (4), zawieraj acymi zak ladany od góry pier scie n zwi ek- szaj acy wysoko sc komory (4) w której umieszcza si e próbk e; 5 pokrywkami (5), które maj a kszta lt ko la i wyposa zone s a w metalow a kul e (6); 6 aluminiowymi jarzmami (7) zbudowanymi z dwóch poziomych pr etów, po laczonych ze sob a pionowymi ci egnami. Wymienione wy zej cechy istotne s a pokazane na ilustracjach, na których: Fig. 1 przedstawia kompletn a ram e do konsolidacji, Fig. 2 przedstawia komor e (4) z pier scieniem i pokrywk a (5).PL 17422 3 Ilustracja wzoruPL 17422 4 Departament Wydawnictw UP RP PL PL PL PL PL PL PL PL PL PL PLDescription of the Industrial Design The subject of the industrial design is a frame for temporary consolidation of samples of bulk, powdered materials. Temporary consolidation is conducted in cylindrical chambers, and the resulting samples are intended for shearing in a direct shearing apparatus. The powder poured into the chambers is compacted by gravity using yokes made of aluminum sections with weights. The consolidation frame, shown in Fig. 1, has the shape of two identical, juxtaposed rectangles (1) with a central horizontal crossbar, made of a steel section – a tube with a rectangular cross-section. The rectangles (1) are supported by a base (2), which in a top view has the shape of the letter "H" and is also made of a steel tube with a rectangular cross-section. The base (2) is equipped with legs with feet and adjusting turnbuckles. Transverse ribs (3) made of C-sections are attached to the upper and middle crossbars of the frame - five for each crossbar - on which cylindrical chambers (4) are placed, into which the powder to be consolidated is poured. The chambers (4) are closed from the top with circular pressure covers (5) with a centrally placed metal ball (6) to obtain a uniform load. The chambers (4) with the tested samples are placed on the ends of the ribs (3) and loaded with weights (8) by means of yokes (7). The yoke (7) consists of two horizontal bars connected by vertical ties. A cylindrical weight (8) is attached to the lower bar. The height of the yokes (7) with the weights (8) is selected so as not to interfere with the chambers (4) located below. The chambers (4) are arranged on both sides of the frame in two rows of 5. The consolidation frame allows for the simultaneous temporary compaction of 20 samples. Essential features of the design The industrial design is distinguished by: 1 two identical, juxtaposed rectangles with a central horizontal crossbar; 2 a base (2), which in a top view has the shape of the letter "H"; 3 transverse ribs (3) made of C-sections; 4 cylindrical, thick-walled chambers (4), containing a ring placed from above that increases the height of the chamber (4) in which the sample is placed; 5 lids (5), which are circular in shape and equipped with a metal ball (6); 6 aluminum yokes (7) composed of two horizontal rods connected by vertical ties. The important features mentioned above are shown in the illustrations, in which: Fig. 1 shows the complete consolidation frame, Fig. 2 shows the chamber (4) with the ring and lid (5). PL 17422 3 Illustration of the pattern PL 17422 4 Department of Publishing of the Polish Patent Office PL PL PL PL PL PL PL PL PL PL PL

PL17815F 2011-02-14 Frame for the temporary consolidation of bulk material samples PL17422S2 (en)

Publications (1)

Publication Number Publication Date
PL17422S2 true PL17422S2 (en) 2012-02-29

Family

ID=

Similar Documents

Publication Publication Date Title
Yousuf et al. Transverse impact resistance of hollow and concrete filled stainless steel columns
Denies et al. Shear strength degradation of vibrated dry sand
Robertson et al. Properties governing the flow of solution through crushed ore for heap leaching
PL17422S2 (en) Frame for the temporary consolidation of bulk material samples
AU2015101162A4 (en) A Weighted Support Assembly
Castro et al. Geotechnical characterization of ore related to mudrushes in block caving mining
CN103061360A (en) Stress application system for large-tonnage static load tests
Kwa et al. Critical state interpretation of effects of fines in silty sands
Rahman et al. Size segregation mechanism of binary particle mixture in forming a conical pile
CN208688767U (en) Shaker Expansion Device Overcoming Gravity Distortion Effects of Scaled Models
Wijewickreme Cyclic shear response of low plastic Fraser River silt
HO et al. Finite element analysis of the dynamic behavior of sand-filled geocells subjected to impact load by rockfall
Mohapatra et al. Experimental and numerical modelling of geosynthetic encased stone columns subjected to shear loading
Shrigondekar et al. Ultimate Load Response of a Square Footing Subjected to Axial and Eccentric Load on Geogrid-Reinforced Soil.
Kono et al. Simulation of seismic load resistance of core-walls for tall buildings
Harikumar et al. Response of sand reinforced with multi-oriented plastic hexa-pods
PL17280S2 (en) A device for measuring the pressure distribution of loose materials
Grgić et al. The study on the effect of longitudinal reinforcement ratio on the behavior of concrete cantilever column on a shake-table
Sheshov et al. Physical modeling and 1-G testing using the new type of a laminar container
EP3332879B1 (en) Vibrating screen
US218404A (en) Improvement in gymnastic apparatus
Ibrahim et al. Evaluation of Bearing Capacity For Model Piles Driven In Sandy Soil
RU2015151967A (en) Method for ore bypass using ore passes using plates
Mathews et al. Falling weight impact response of prestressed concrete slabs with manhole
CN201921425U (en) Telescopic goal