The invention relates to a facility and method for filling product receptacles (1), especially cartons, with a predetermined amount of products (2), especially flexible bag packaging, which are individually fed at regular or irregular intervals and assembled to form a group of products (11) and whic
The invention relates to a facility and method for filling product receptacles (1), especially cartons, with a predetermined amount of products (2), especially flexible bag packaging, which are individually fed at regular or irregular intervals and assembled to form a group of products (11) and which are subsequently fed to an available product receptacle (1). The products (2) in the group of products (11) can be selectively placed on or under the preceding product. The group of products (11) can be selectively fed to the product receptacles (1) vertically or horizontally.
대표청구항▼
The invention relates to a facility and method for filling product receptacles (1), especially cartons, with a predetermined amount of products (2), especially flexible bag packaging, which are individually fed at regular or irregular intervals and assembled to form a group of products (11) and whic
The invention relates to a facility and method for filling product receptacles (1), especially cartons, with a predetermined amount of products (2), especially flexible bag packaging, which are individually fed at regular or irregular intervals and assembled to form a group of products (11) and which are subsequently fed to an available product receptacle (1). The products (2) in the group of products (11) can be selectively placed on or under the preceding product. The group of products (11) can be selectively fed to the product receptacles (1) vertically or horizontally. ethod of claim 10 wherein the ductile strip is provided between adjacent two slabs of concrete. 12. The method of claim 10 wherein the ductile strip is cast prior to being provided adjacent the slab of concrete. 13. The method of claim 10 wherein the ductile strip is cast adjacent the slab of concrete. 14. The method of claim 10 wherein the ductile strip has a first crack strength lower than the tensile strength of the concrete slab. 15. The method of claim 10 wherein hydrophilic fibers comprising polyvinyl alcohol are present in the ductile strip. 16. The construction of claim 1 wherein hydrophobic fibers comprising polyethylene are present in the ductile strip. 17. A roadbed suitable for vehicular traffic, said roadbed comprising a plurality of said slabs and said ductile strips of claim 1. 18. The roadbed of claim 17, where each ductile strip separates each slab of each adjacent pair of slabs. 19. A floor suitable for a parking structure, said floor comprising a plurality of said slabs and said ductile strips of claim 1, where each ductile strip separates each slab of each adjacent pair of slabs. 20. A floor suitable for a flat crack free factory or warehouse floor, said floor comprising a plurality of said slabs and said ductile strips of claim 1, where each ductile strip separates each slab of each adjacent pair of slabs. 21. The construction of claim 1, wherein the concrete slab is provided with grooved or stepped surfaces adjacent the ductile strip. 22. The method of claim 10, wherein the concrete slab is provided with grooved or stepped surfaces adjacent the ductile strip. 23. The construction of claim 1, wherein a second ductile strip is provided adjacent a second side of the slab, opposite the first side of the slab, each ductile strip having a width about 0.01-0.1 times the distance between the ductile strips. 24. The method of claim 10, wherein a second ductile strip is provided adjacent a second side of the slab, opposite the first side of the slab, each ductile strip having a width about 0.01-0.1 times the distance between the ductile strips. 25. A concrete bridge deck, said bridge deck comprising a plurality of said slabs and said ductile strips of claim 1, where each ductile strip separates each slab of each adjacent pair of slabs. 26. A method of repairing concrete structure comprising a plurality of concrete slabs and expansion strips separating the concrete slabs, said method comprising: providing a ductile strip between the adjacent concrete slabs of the pair of concrete slabs where an expansion strip was, wherein the ductile strip is made of an engineered cementitious composite comprising cementitious material and hydrophilic and/or hydrophobic reinforcing fibers. 27. The construction of claim 3 wherein each slab has essentially the same shape. 28. The construction of claim 27 wherein each slab has an essentially uninterrupted quadrilateral upper surface. 29. The construction of claim 3 wherein the first and second sides of the strip extend essentially the length of the slabs. 30. The construction of claim 3 wherein a second ductile strip is present adjacent a second side of the second slab and a third concrete slab is present adjacent the second ductile strip, each ductile strip having a width about 0.01-0.1 times the distance between the ductile strips. 31. A concrete construction comprising: a plurality of essentially uniformly shaped concrete slabs; and a plurality of spaced apart and essentially parallel ductile strips made of an engineered cementitious composite comprising cementitious material and hydrophilic reinforcing fibers, each set of the slabs being separated by one of the strips such that each ductile strip has a width about 0.01-0.1 times the distance between adjacent ductile strips. 32. The construction of claim 31 wherein no ductile strips are present that extend in an essentially perpendicular manner with respect to any of the ductile strips. 33. The construction of claim 5 wh erein the ductile strip exhibits strain-hardening under uniaxial tension. 34. The construction of claim 33 wherein the reinforcing fibers have a fiber modulus (E) of about 20-250 GPa. 35. The construction of claim 34 wherein the fibers have a fiber tensile strength of about 500-4500 MPa. 36. The construction of claim 35 wherein the fibers have a diameter of about 0.015-0.10 mm and a length of about 3-30 mm. 37. The construction of claim 36 wherein the volume percent of the fibers in the cementitious composition ranges from 0.5 to 10 volume percent. 38. The construction of claim 36 wherein the fibers comprise hydrophobic fibers. 39. The construction of claim 38 wherein the fibers further comprise hydrophilic fibers. 40. The construction of claim 39 wherein the reinforcing fibers are randomly intermixed throughout the engineered cementitious composite. 41. The construction of claim 1 wherein the ductile strip has the same thickness as the concrete slab. 42. The construction of claim 1 wherein the cementitious material further comprises sand and fly ash. ckness of fat on the meat.
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이 특허에 인용된 특허 (13)
Prakken Nicholaas Martin ; Hendry John James, Apparatus and method for packing stand-up pouches into cartons.
Ako Shigeichi (New South Wales AUX) Fujio Kazuyoshi (Nishi-Sonogi JPX) Takeuchi Shuzo (Sasebo JPX), Method and apparatus for packing flexible packages.
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