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Screed

About: Screed is a research topic. Over the lifetime, 1899 publications have been published within this topic receiving 11118 citations.


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Patent
09 Dec 2015
TL;DR: The utility model relates to a waterproof node structure warms up bathroom There is the water hidden danger on heating coil stream to indoor ground downstream in bathroom in the conventional waterproof node of bathroom threshold The utility model discloses in the bathroom including from bottom to top lay in proper order microlith concrete screed -coat, waterproof layer, protective layer, warm up the heat preservation, heating coil as mentioned in this paper.
Abstract: The utility model relates to a waterproof node structure warms up bathroom There is the water hidden danger on heating coil stream to indoor ground downstream in bathroom in the conventional waterproof node of bathroom threshold The utility model discloses in the bathroom including from bottom to top lay in proper order microlith concrete screed -coat, waterproof layer, protective layer, warm up the heat preservation, heating coil, microlith concrete screed -coat, stone material anchor coat, stone surface layer, its characterized in that the extension period number of ground heating coil sets up stone material anchor coat and threshold stone in the upper portion that the bathroom threshold was located, the lower part of extension section of ground heating coil sets up the V style of calligraphy bank of turning one's coat The utility model discloses set up the V style of calligraphy bank of turning one's coat in ground heating coil lower part, the ground heating coil of being convenient for is buckled The utility model has the advantages of simple structure and reasonable design and construction convenience and since the bathroom warm up waterproof node the construction quality defect reach the effective control for the maintenance cost reduces by a wide margin

3 citations

Patent
07 Dec 2016
TL;DR: In this article, a passive form house wall structure, wall body pour the building wall after the completion by reinforced concrete, the anti screed-coat that splits of coating on the wall body inner wall, outer wall body is by the anti-screed-coated that splits, graphite polystyrene board, alkaline-resisting glass fiber gridding cloth, the outer wall putty and outer wall decorative layer are constituted.
Abstract: The utility model discloses a passive form house wall structure, wall body pour the building wall after the completion by reinforced concrete, the anti screed -coat that splits of coating on the wall body inner wall, outer wall body is by the anti screed -coat that splits, graphite polystyrene board, alkaline -resisting glass fiber gridding cloth, the anti -crack mortar layer, outer wall putty and outer wall decorative layer are constituteed, the anti screed -coat that splits of coating on the wall body outer wall, at the anti graphite polystyrene board who pastes by the fixed two -layer fissure of displacement of solar heat protection bridge heat preservation nail on splitting the screed -coat, fixed alkaline -resisting glass fiber gridding cloth on graphite polystyrene board, on alkaline -resisting glass fiber gridding cloth coating anti -crack mortar layer, outside coating wall putty on the anti -crack mortar layer again, the last outer wall decorative layer of fixing on outer wall putty. The utility model discloses it is thermal -insulated effectual to keep warm, and the gas tightness is strong, and graphite polystyrene board 's coefficient of heat conductivity only is 0.032 W (M. K), has effectively reduced " the invasion " of thermal loss of indoor cold and room separately cooling hot -air.

3 citations

Patent
25 Jan 1989
TL;DR: In this article, a mould element is proposed on the underside of which three feet are attached in a triangle-like arrangement, to ensure that all the feet of the false floor stand on the bare floor.
Abstract: of EP0300135Known mould elements have a level mould board and a multiplicity of feet arranged on the underside of the mould board. With stable mould elements, there is the problem that, depending on the nature of the bare floor, not all the feet stand on the bare floor. After its completion, the false floor is then hollow at these points and is thus less able to bear loads. With other mould elements, use is made of a relatively thin foil which is filled with fluid screed. However, it is not possible to walk on the foil when pouring the screed. To overcome these disadvantages, a mould element is proposed on the underside of which three feet are attached in a triangle-like arrangement. The false floor is produced by laying a multiplicity of such mould elements, to which a screed is applied. This ensures that all the feet of the false floor stand on the bare floor. The mould elements are used in the retrospective construction of false floors, in particular for floor installations.

3 citations

Patent
14 Nov 2006
TL;DR: The adherence on a calcium sulfate-based screed with a residual humidity of more than 1% and after a measured duration after casting the screed, of less than 3 weeks, and/or on a waterproofed screed uses mortar adhesive with a base of water repellent calcium sulphate as mentioned in this paper.
Abstract: The adherence on a calcium sulfate-based screed with a residual humidity of more than 1% and/or after a measured duration after casting the screed, of less than 3 weeks, and/or on a waterproofed screed uses mortar adhesive with a base of water repellent calcium sulfate.

3 citations

Patent
25 Jul 1967
TL;DR: In this article, a concrete building element having a heat and sound insulating core is made by first laying and consolidating a layer 21 of a " dry " concrete mix on a longitudinally extending casting bed.
Abstract: 1,098,630. Moulding concrete. SPAN DECK Inc. Nov. 9, 1965, No. 47417/65. Heading B5A. [Also in Division E1] A concrete building element having a heat and sound insulating core is made by first laying and consolidating a layer 21 of a " dry " concrete mix on a longitudinally extending casting bed (33) Figs. 1, 2 (not shown), laying reinforcing rods (31) therein and pre-tensioned cables (30) thereover and then continuously depositing therein vermiculite from a hopper 87 and a " wet " concrete mix from a hopper 89, both hoppers being mounted on a frame 84 movable on wheels 86. A downwardly depending portion 110 of hopper 87 opens into the forward end of a core mould 88 which comprises only a front wall 106, side walls 105 and a top wall 104 which slopes downwardly rearwardly. The rearwardly disposed hopper 89 deposits the wet concrete from a shoot 117 on to the top and sides of the core mould, so that as the frame 84 moves the layer of vermiculite from the interior of the core mould is surrounded by the wet concrete. A treble cord plank (20), Figs. 13, 14 is formed by disposing three core moulds longitudinally in parallel, the vermiculite and wet concrete being distributed evenly thereto. A shoe 131 and a screed (96), Fig. 6, smooth the " wet " concrete as the frame passes the concrete being distributed evenly by a vibrator 134 carried by a pulley driven eccentrically weighted shaft. The frame 84 is removed when it has travelled the length of the bed 33, the inset plank then being cured for 12-15 hours by lowering thereover a hood (149) which is filled with steam from pipes 152. After curing the pre-tensioned cables are cut and the plank is cut into suitable lengths using a diamond saw (154), Fig. 12 (not shown). The core may be removed to give hollow planks, and " wet " concrete may be used for the base layer 21. A series of planks may then be transversely joined to form floors. In a further embodiment for making a single cored slab, Figs. 16-18 (not shown) a simplified apparatus is described in which the vermiculite and " wet " cement hoppers (217), (215) respectively are combined. In both embodiments a "dry" concrete mix comprises 820 lb. of expanded shale, 188 lb. of cement and sufficient water to bring the mix to a damp, slightly sticky but still granular consistency; a wet" mix comprises 730 1b. of # inch - # inch limestone, 730 lb. of “ inch dust expanded shale, 517 1b. of cement and sufficient water to give a 6 inch slurry. The density of the " dry " mix is about 65 1b./cu. foot, and the '' wet " 110 1b./cu. foot or more, the latter having a 28 day strength of 5000 p.s.i.

3 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
20221
202126
202051
201960
2018128
2017134