WO1997033054A1 - Hybrid plate and method for producing such hybrid plate - Google Patents
Hybrid plate and method for producing such hybrid plate Download PDFInfo
- Publication number
- WO1997033054A1 WO1997033054A1 PCT/DK1997/000097 DK9700097W WO9733054A1 WO 1997033054 A1 WO1997033054 A1 WO 1997033054A1 DK 9700097 W DK9700097 W DK 9700097W WO 9733054 A1 WO9733054 A1 WO 9733054A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- ofthe
- volume
- composite material
- composite
- steel
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
Definitions
- the invention relates to hybrid articles composed of particle-based composite materi ⁇ als in intimate contact with profiled sheets preferably placed external to the bodies formed of the composite materials, as well as objects constructed from such hybrid articles.
- the composite materials can be cement-based - having a certain similarity to concrete - and the profiled sheets can be of metal, e.g. steel.
- the profiled sheets can be of metal, e.g. steel.
- articles - typically slabs - have been composed of conventional concrete in contact with profiled steel sheets - thus, articles having an apparent resemblance with the hy ⁇ brid articles ofthe present invention.
- the hybrid articles according to the present invention are distinguished from the above articles by a completely different and superior intimate co-operation between the com ⁇ posite materials and the profiled sheets.
- Concrete has low tensile strength.
- the concrete is tensile reinforced - conventionally with steel bars well embedded in the concrete.
- the bars are round with profiled surfaces. They are placed well into the concrete - typically at least 1 - 1.5 times their diameter as from the surface of the concrete - and sufficiently spaced from each others so that each reinforcement steel is maintained independent in a closed body of concrete.
- Fig. 2 shows a segment of conventionally reinforced concrete slabs subjected to pure moment action and having good shear resistance between the reinforcement and the concrete in 1, but with poor shear resistance in 2 with good sound reinforcement 3 in the form of profiled rods a desired behaviour with formation of many very fine crev ⁇ ices is secured.
- reinforcement in the form of profiled sheets 4 the shear resistance in constructions according to the prior art is poor resulting in development of a few very broad and deep crevices.
- Fig. 3 shows a part of a slab or beam reinforced at the bottom which breaks due to shear failure between the concrete and the reinforcement.
- Fig. 3 Sows the behaviour of the outer section in three stages: 1, 2 and 3.
- the slab, which is supported at the edge 4, is stressed by the force 5.
- stages 1 a tension fissure 6 is just formed in the concrete. This opens more and more because the force trans ⁇ mission zone C increases to the maximum size - stage 2.
- the zone moves out towards the support resulting finally in failure as illustrated in 3. It is known/acknowledged that good shear resistance between concrete and steei rein ⁇ forcement requires:
- profiled thin sheet/concrete composite articles wherein improvements have been obtained as compared to corresponding plane sheet composites.
- profile sheet/concrete composites as cover elements and for a more or less degree to allow for the utilisation of the rein ⁇ forcement effect ofthe sheets in the same manner as with steel reinforcement in ferro ⁇ concrete.
- the profiled steel sheet should be capable of transmitting horizontal shear at the interface between the sheet and the concrete. This may be achieved by one or more ofthe methods given in 4.5.3 to 4.5.7.
- Plain open profiled sheets Plain open profiled sheets, as illustrated in Fig. 2 (a) and (b), are not permitted where composite action is required, unless accompanied by some means of shear connection.
- Fig. 2(a) refers to slabs having trapezoidal form (much resembling the form of the sheet in example 1 of this specification).
- the profile shown in Fig. 2(b) is as in (a), but the sheet parts therein between the trapeziums are not plane but given a further "mini" trapezoidal profile.
- the slab in example 1 showed high carrying capacity, including high shear resistance and very high toughness under extremely high loadings, including concentrated shear stresses.
- the resistance against separation rupture between metal sheets and concrete under tension is small, in particular if it happens by careening after crack initiation.
- the resistance is essentially higher in pure shear. This is the main cause for the em ⁇ bodiment of the present invention in the form of profiled sheets as opposed to plane sheets.
- undesired careening failure is strongly counteracted so that contact failure through shear becomes the more dominant rupture form.
- the invention does not differ from the prior art constructions, e.g. the trapezoidal profile sheets of steel and conventional concrete.
- the concrete in the surface 3 is displaced in the direction ofthe arrow in relation to the profiled sheet 4.
- the lowest part of the concrete 5 is maintained in position in re ⁇ lation to the profiled sheet, since failure has occurred in the concrete article as illus ⁇ trated with the rupture surface 6.
- GZc border zone
- the composite materials are im ⁇ proved very pronounced so that it is possible to utilise conventional profiled steel sheets, which normally would be described as being smooth, in hybrid constructions together with and in intimate contact with "concrete”, showing an extremely high car ⁇ rying capacity, high toughness and capability to absorb extremely high shear stresses.
- FIG. 6 shows an arrangement of binding agents proximate a boundary 1, partly conventional cement paste (Fig. 6b), partly binding agents as shown in Fig. 6a, typically used by the invention, with cement par ⁇ ticles 2 packed essentially denser than conventionally and with additional 10-25% ultrafine SiO 3 particles deposited in the interspaces between the cement particles.
- a general material improvement e.g. typically a 5-fold increase ofthe strength.
- the tensile strength of the cement-based composite materials is at least 80 MPa, preferably at least 100 MPa, more preferably at least 150 MPa, yet more preferred at least 200 MPa, most preferred at least 250 MPa, and also in the requirements to the composition of such cement-based binding agents.
- Articles characterised by the binding agents of the composite materials are based on cement like Portland cement and/or Aluminate cement and preferably also ultrafine particles as microsilicate in parts by volume of 1-40%, preferably 5-25% characterised by a high total content of fine particles (e.g. cement + microsilica) of at least 50%, preferably at least 55%, more preferably at least 60%, yet more preferred of at least 65%, most preferred of at least 70% by volume of the total volume of the binding agent.
- fine particles e.g. cement + microsilica
- Fig. 7 illustrates the behaviour of objects - block 1 and substratum 2 - hold together by a glue joint under shear until the joint fails.
- Glue joints are composed of materials having a substantially linear elastic behaviour up to a maximum of stress, a behaviour which is typical for concrete and many composite materials used in connection with the present invention.
- the figure shows the relationship between the shear stress and the displacement.
- the force being transmitted does not correspond to the total area but only to a small fraction corresponding to the extent area of the size of the active zone. If the active zone is e.g. 20 mm and the "sheet" is 5 m, then the maximum shear force is only about 4 0/00 ofthe corresponding force on condition that the 5 m large sheet was infinitely rigid.
- Fig. 8 shows the tensile behaviour of typical, conventional concrete 1, strong concrete 2, and 3 the same strong material as 2 imparted rupture-toughness with fibres.
- the relationship between tensile stress and deformation of the crackzone (RZ) is shown.
- the areas below the curves, which represent the work for forming a crack of unit area, are designated the respective energies of rupture G (unit N/m or N/mm).
- the both very strong and very tough material represents a typical composite material according to the present invention.
- the composite materials used in connection with the present invention are imparted very high rupture-toughness which is expressed in terms of that they are imparted high energy of rupture of at least 500 N/m, preferably of at least 1000 N/m, more preferably of at least 2500 N/m, yet more preferred of at least 5000 N/m, still yet more preferred of at least 10,000 N/m, most preferred of at least 20,000 N/m.
- the impart of the high toughness is primarily effected by incorporating fine, strong, rigid fibres, preferably in high concentrations by volume, characterised in that the par ⁇ ticle based composite materials contain elongated particles as discrete fibres in con ⁇ centrations by volume of 0.1 - 1%, and/or 1-2%, and or 2-5%, and/or 5-10%, and/or 10-20%, and/or 20-60%.
- the shear capacity is in ⁇ creased with a factor of about 30 as compared to the behaviour for conventional con ⁇ crete and also with the same factor (30) compared to conventional very strong con ⁇ crete (having the same strength as the materials according to the invention but without the quite essential incorporation of high rupture-toughness according to the invention).
- Composite articles according to the invention based on less rigid binding agents, e.g. plastic.
- a particular aspect of the invention concerns articles wherein the composite materials are based on binding agents of less rigid/frequently very deformable materials such as e.g. binding agents of plastic materials.
- plastic particle based composite materials in articles/constructions according to the present invention there is provided the same properties/combinations of properties which make the composite materials appropriate for forming strong, hard, rigid and simultaneously tough bodies with intimate mechanical co-operation with strong sheets, e.g. strong steel sheets. This is obtained with the structure composition de ⁇ scribed below.
- composition - particles - fibres - hybrid articles.
- the composite materials are composed of binding agents - as for example binding agents of plastic materials wherein strong, rigid particles are incorporated - suitably in a very high concentration by volume.
- cement fineness is often used (referring to cement grains having typically an average grain size of between 5 and 15 ⁇ m, suitably with 5-10% greater than 50 ⁇ m) and "finer than cement” (e.g. referring to conventional micro silica which has a mean particle size of about 0.1 - 0.2 ⁇ m).
- Such materials are used in articles characterised in that the binding agents of the composite materials are based on "fine" particles of cement size - and preferable also ultrafine particles like micro silica in parts by volume of 1-40%, preferably 5-25% - character ⁇ ised by a total high content of fine particles (e.g. cement + micro silica) of at least 50%, preferably at least 55%, more preferably 60%, yet more preferred of at least 65%, most preferred of at least 70% by volume based on the total volume of the binding agent.
- Another group of interest of particle-based composite materials for articles according to the invention contains larger particles in high concentration by volume and no or only a small proportion of fine particles.
- “larger” means larger than cement par ⁇ ticles, typically particle sizes greater than 100 ⁇ m, however, rarely with particles sub ⁇ stantially greater than 10 mm.
- Such interesting composite materials are characterised in that the composite materials contain rigid, strong particles like particles of natural strong rocks such as quartz, dia ⁇ base and granite preferred to stronger materials like materials of/or rich in alumina, silicon carbide and silicon nitride and/or particles of strong metals like steel or alloys of steel in concentration by volume of at least 30%, preferably at least 40%, more preferably at least 50%, yet more preferred of at least 60%, most preferred of at least 65% by volume based on the total composite material.
- Such composite materials are generally characterised by having a very high concen ⁇ tration by volume of strong, rigid particles referring to the sum of "fine” and larger particles.
- the composite materials also contain elon ⁇ gated fine, strong, rigid components, typically in the form of discrete fibres, threads, fabric or web, and suitable but not always in high concentrations by volume, charac ⁇ terised in that the particle-based composite materials contain elongated particles as discrete fibres in a concentration by volume of 0.1 - 1% and/or 1 - 2% and/or 2 - 5% and/or 5 - 10% and or 10 - 20% and or 20-60%.
- the fibres only serve the main object of imparting toughness.
- the proportion by volume of fibres is often so low (e.g. 2% or less) that it has only a marginal effect on the rigidity of the beforehand particle strengthened materials and also has only marginal effect on the amount and the size of the particles which practically can be incorporated into the composite material.
- high fibre content e.g. 10 - 20% by volume, in particular 20 - 60% by volume and quite particular about 60% by volume of fibres, the fibres have a marked effect both with regard to the contribution to rigidity and with regard to the interaction with par ⁇ ticles.
- the said composite materials are combined with strong, rigid components, e.g. of steel, in the form of slabs imparted profile form.
- the invention is defined by requirements to the properties/combination of properties for composite materials supplemented with requirements as to how such properties are obtained.
- a different way of expressing the invention is by primarily focusing on the approaches made for obtaining the properties and combinations of properties for the composite materials of the hybrid articles which by incorporation into the intimate contact with the profiled sheets forms the articles/constructions ofthe invention or parts thereof.
- Objects composed of or with particle based composite materials in intimate contact with profiled sheets preferably placed entirely or at least essentially external to the bodies composed ofthe composite materials, forming the hybrid articles are character ⁇ ised by that: a) binding agents of the composite materials are based on strong/dense cement paste - and/or other binding agents like plastic based binding agents containing fine particles of sizes as cement and optionally also finer particles characterised in that the propor ⁇ tion by volume of cement, including fine particles of cement fineness or finer such as micro silica, prior to the solidification is at least 50%, preferably at least 55%, more preferably at least 60%, yet more preferably at least 65%, most preferably at least 70%, and b) the composite materials contain elongated particles such as discrete fibres in con ⁇ centration by volume of 0.1 - 1%, and/or 1 - 2%, and or 2 - 5%, and/or 10 - 20%, and/or 20 - 60% or higher than 60%, and preferred c) the composite materials contain larger, rigid
- the invention concerns articles wherein composite materials without or with only low content of larger particles are incorporated.
- such composite materials can be composed of a) exclusively cement particles and particles of cement fineness or finer and/or b) also containing slightly larger particles, e.g. particles having sizes from 100 ⁇ m, 250 ⁇ m or up to 1 mm.
- Composite materials of this category is particularly of interest for a) articles/parts which are very thin having e.g. thicknesses of less than 10 mm or less than 5 mm or less than 2 mm, and/or b) articles having a very confined internal structure, e.g. in articles having a very high fibre content such as 2 - 5%, and/or 5 - 10%, and or be ⁇ tween 10% and 20%, and/or between 20% and 60%, and/or higher than 60%.
- Production of components composed of 1) strong cement-based materials, more gen ⁇ erally of strong particle-based composite materials in intimate contact with 2) profiled sheets includes:
- profiled sheets e.g. profiled steel sheets.
- Production of composite materials e.g. cement bounded materials
- production of profiled sheets can be effected according to known tech ⁇ nology for the production of such sheets.
- the instant invention concerns processes and methods of joining together components for obtaining intimate contact - and for integral production where e.g. profiled sheets function as form or tool in connection with the production ofthe composite materials - or where the composite materials conversely function as form or tool in the production ofthe profiled sheets.
- the invention concerns processes wherein the profiled sheets function as mould sides in processes wherein the composite components are imparted their final shape and final position in intimate contact with the profiled sheets.
- the shaping can be effected with pouring masses which are poured or pressed against the profiled sheets, preferably assisted by mechanical vibration.
- These methods include pouring masses which in fresh condition before solidification are easy flowing to plastic and rigid plastic.
- the methods include compacting pressure of from 10 or 100 Pa which corresponds to the own weight of thin layers of up to 10 or 100 MPa or more as with high pressure compression.
- a particular aspect ofthe shaping can be effected by smearing or spraying the pouring masses on to the sheets.
- a particular aspect of the invention concerns processes which combine the above methods, e.g. by succeeding a smearing or spraying with pressure compression fre- quently preferred with oscillating pressure (vibro compression).
- a part of or all the components of the composite material - larger particles, fibres etc. - are preplaced in contact with the profiled sheets whereupon the cavities between these components are filled out by infiltration with liquid binding agent, e.g. assisted by vacuum and/or external pressure.
- liquid binding agent e.g. assisted by vacuum and/or external pressure.
- intimate contact between the sheet and the fine par ⁇ ticles + liquid of the composite pouring mass is first provided and then the coarser parts are applied in contact with the fine particles + liquid.
- this is effected in fresh condition under simultaneous displacement of the said finer particles + liquid up between the coarser particles and components.
- the process can be effected by centrifugation or by external pressure possibly assisted by internal vacuum to secure against inner air accumulations.
- substance composed of finer particles and liquid which penetrate into the confined cavities, e.g. between closely spaced reinforcement or into the roughness in the sheets, is as above first applied followed by a pouring mass containing both fine and coarse particles + liquid which displace the finer parti ⁇ cles - liquid system from the areas wherein the coarse particle system can penetrate into and which simultaneously leaves the confined interstices, wherein the coarse par ⁇ ticles cannot penetrate, filled with the fine particles - liquid material.
- the pouring masses After having shaped the pouring masses in intimate contact with the sheets the pouring masses solidify, e.g. by hydration in case of cement bound materials, solidification in case of thermoplastic materials, and polymerisation in case of thermosetting plastic materials.
- the solidified materials are separated from the sheet after which adhesive is applied on one or both surfaces whereupon they again are brought in intimate contact and the adhesive so ⁇ lidifies then.
- the adhesive is applied on the surface of the sheets before pouring and hardening, e.g. in the form of a solid film. After the composite materials are placed in contact with the sheet and also in direct contact with the ap ⁇ plied solid film the latter is melted by heating and then allowed to solidify and to form the desired adhesive joint.
- the composites and the sheet are prepared separately and are then assembled in intimate contact, e.g. maintained by gluing.
- the composite material article is first produced and then the sheet part is prepared by processes in which the sheet element is brought in intimate contact with the surface ofthe composite material article.
- Processes of this category can be based on plane sheets which assisted by pressure, optionally vacuum and heating are shaped so as to follow the outer contour of the composite article.
- it may be vacuum shaping of plastic sheets or pressure shaping of sheets of superplastic metal, both processes typically at increased temperature.
- galvanotechnique wherein a metal shell is depos ⁇ ited on the surface of the composite articles in galvanic bathes.
- Other techniques within the scope of the invention are based on other well known coating techniques such as plasma spraying technique and chemical vapour deposition.
- plasma spraying technique and chemical vapour deposition.
- the processes wherein the sheets are first produced it is also possible in the shaping of sheet or shell on the finished composite articles simultaneously to establish the final contact, or the processes are first based on separation of the shaped sheets or shell from the composite articles and then joining them together again in succeeding proc ⁇ esses, e.g. by gluing.
- the example is taken from "Steel Designers Manual” where it is used as text book syllabus for illustration of how such composite slabs are designed in accordance with the British Standard.
- the item is a cover construction in form of a plate having a span of 3 m, simple sup ⁇ ported along two edges, designed to absorb even distributed loading.
- the cover plate is composed of (at the bottom) a profiled steel sheet and (at the top) concrete.
- Shear failure Theoretical calculated in real state presuming effective composite of rupture. action with bending failure.
- the zone propagates within which the forces are transmit ⁇ ted, in the following designated the displacement zone.
- Ea Modulus of elasticity of the sheet element
- G energy of rupture at shear failure
- ⁇ o Shear strength
- t Sheet thickness.
- Composite slab having high similarity with an actual plate used as example in design of "composite slab” in "Steel Designers' Manual” (composed of concrete and profiled steel sheet, 1.2 mm thick sheet with trapezoidal profile) with respect to concrete, sheet element and sheet thickness.
- the state of rupture at shear failure is found from the model.
- the sheet thicknesses should be reduced to 1/4. This would lead to a halving ofthe shear capacity and a halving of the beforehand extremely small displacement zone. All in all, the use of high steel quality in order to reduce sheet thicknesses will according to conventional technical know-how result in inferior carry ⁇ ing capacity at shear and higher fragility.
- the mean shear stress was increased from 0.27 N/mm to 8 N/mm 2 .
- An essential feature of the design strategy which is the basis for design of many arti ⁇ cles within the present invention, is regard to the fact that the degree of fragil ⁇ ity/toughness does not only depend on the materials, but also on the size of the arti ⁇ cles.
- the slab constructions according to the invention are geometric similar with the tested one (cf. example 1) as regards cross section. Simultaneously, the rupture-toughness is adjusted (as in 4) so that the behaviours become similar. Based on the moment capac ⁇ ity (moment of rupture) experimentally found in example 1 the moments of rupture have been calculated from classical beam theory for the larger similar slab construc ⁇ tions and from that in turn calculated the corresponding loadings of rupture.
- Slab construction height mean slab thickness loading at rupture thickness pressure meter water mm mm mm kN/m 2 m
- Loading at rupture is expressed in terms of pressure of an evenly distributed loading, partly in kN/m 2 , partly as meter of water column.
- the carrying capacity of the slabs according to prior art is stated in "Steel Designers' Manual” from which they are quoted.
- the slabs of the prior art are designed so as to resist evenly distributed loading of 5/KN m 2 .
- the loading of rupture is 10 KN/m 2 .
- the own weight of 2 KN/m 2 is in ⁇ cluded therein. Failure occurs by shear rupture along the steel sheet and the concrete. (If shear failure was prevented and slab failure in stead occurred due to plastic yield- ing at bending, the carrying capacity would have been nearly the double - 28.3 kN/m .
- the invention provides for:
- the material volume of the slab is, as it appears, only 35% greater than that for the reference slab.
- the carrying capacity is about 2 to 6 times higher than one would expect accord ⁇ ing to conventional technology with the stated increases in material strength and steel sheet thickness, if the well-known fact erroneously was ignored that (due to composite action) the estimated positive effect of stronger concrete for profile sheet/concrete composites will nothing like approximately be obtained. If consideration is paid thereto the figures are yet more surprising to the man skilled in the art concerning the known technology. It should further be stressed that the values related to the slab constructions according to the invention, cf. example 1, was based on experiments with slab constructions which failed by rupture in bending, due to yielding in the steel sheets and not due to shear failure, as was the case for constructions according to the prior art.
- the desired behaviour is secured with the strong, rigid and simultaneously very tough composite materials combined with sheets having profile shape.
- the invention comprises a wide scope of profile embodiments and slab elements and slab thicknesses.
- a group of particularly interesting constructions according to the invention are con ⁇ structions wherein the profiles are trapeziform - thus not rounded - and here again such wherein the side walls are steep (i.e. the angle between the web and the flange is large, e.g. 44°, optional 60°, optional 70° or optional 80° or 90°).
- Such embodiments increase intimate mechanical co-operation between the sheet profile and the composite material, e.g. so as to counter longitudinal displacement.
- a particular aspect of the invention concerns constructions composed of profiled sheets and said composite materials further reinforced with reinforcement imbedded in the composite materials, typically in the form of bars, threads and wires.
- the reinforcement can be of any material and having arbitrary strength and rigidity.
- the reinforcement is strong hav ⁇ ing tensile strength of at least 500 MPa, preferably at least 700 MPa, more preferably at least 1000 Mpa, yet more preferably at least 2000 Mpa.
- An example of preferred reinforcement is cold drawn thread of steal having a tensile strength of 1800 MPa, 2000 Mpa, or 2000 - 2500 Mpa.
- the reinforcement can be in the form of separate threads or combined threads forming e.g. cables.
- Particular aspects of the invention concern profiled sheets and composite materials according to the invention reinforced locally or globally.
- a particular aspect of the invention concerns articles profiled in more than one direction.
- a particular aspect ofthe invention concerns constructions according to the invention provided with extra sheets.
- the extra sheets can serve particular purposes.
- the sheets can e.g. be the inside of rooms (containers, silos etc.) containing materials, substances which are chemical agressive to the other sheet element.
- the extra sheets can i.e. also serve purposes which are related to their form, e.g. smooth surfaces facilitate cleaning and reduce fractional resistance at internal of material movement (liquid movement in pipes, powder movement in pipes and silos etc.).
- the extra sheets can also be part of the bearing construction for strengthening both in longitudinal and cross directions against bending stresses and for increasing the rigid ⁇ ity.
- the joining of the profile sheets and the extra sheets can be effected by revering, bolting, welding such as e.g. spot welding, glueing and soldering etc..
- the sheets can also be placed in contact with the composite materials.
- Extra sheets placed in contact with the composite materials can serve the same pur ⁇ poses as mentioned previously, and as permanent shuttering mould side during moulding ofthe composite materials.
- Extra sheets can have a form deviating from plane or even curved shape.
- a particular aspect of the invention is constructions wherein extra sheets are profiled. The inven ⁇ tion.
- the invention concerns sheet formed components. It may be sheet formed components which are plane as will be the case e.g. when the components form plane limitations such as e.g. floors, ceilings or walls in box-shaped construc ⁇ tions as e.g. containers etc.
- the components can also be curved, typically slightly curved as will be the case when the components form limitations which are curved as in tanks, pipes having curved surfaces and shutter constructions.
- Articles according to the invention will typically contain components in the form of sheets. Components according to the invention can also be construction elements such as beams or columns.
- Articles according to the invention can also be objects composed of components pre ⁇ viously mentioned and/or construction elements such as pipes, containers, doors, gates, walls, cabins, ceiling constructions, thermo-boxes, refrigerating rooms, heating rooms, security rooms, boilers, cooling towers, chimneys, bridges, top layers for roads etc.
- components pre ⁇ viously mentioned and/or construction elements such as pipes, containers, doors, gates, walls, cabins, ceiling constructions, thermo-boxes, refrigerating rooms, heating rooms, security rooms, boilers, cooling towers, chimneys, bridges, top layers for roads etc.
- a particular aspect of the invention concerns articles repaired with articles reinforced with the profile sheet composite materials composed according to the invention. It may be e.g. articles as those mentioned in the preceeding paragraph.
- the articles, which are reinforced with the components according to the invention can be of arbi- trary solid material as e.g. metal, wood, plast, tile, concrete, gypsum, natural stones, glass and ceramic.
- Special articles according to the invention are articles usable within the machine area such as e.g. motors, pump housings, pumps, moulding tools, moulding machines and especially for use within areas where a low weight/strength ratio is of great importance such as in connection with fast moving/rotating components and within the transport area (aeroplanes, ships, automobiles etc.).
- Special articles according to the invention are wear resisting and/or smooth objects in which the especial friction and wear properties of either the sheet elements or the composite materials, typically are utilized.
- the slab construction is composed of profiled steel sheets in intimate contact with strong, tough, fibre reinforced cement-based composite material. A frag ⁇ ment of the slab cross section is shown in Fig. 10. Steel sheets 1 (1 mm thick) consti ⁇ tute about 13% ofthe total volume ofthe slab construction.
- the construction is reinforced with longitudinal and transverse reinforcements placed at the top side 2, 3.
- the transverse reinforcement rods (diameter 3 mm) are placed with a center distance of 150 mm.
- the reinforcement contributes only to stiffen the construction - not to absorb the high tensile stresses at the bottom during bending loading.
- the purpose was, however, here to test/demonstrate the mode of action of the purely profile reinforced hybrid construction.
- the composite materials 4 was placed dense and homogenous - (with "incorporation" of less than 1% air). As from the recipe and an approximate knowledge of the densi ⁇ ties of the components included, the volume proportions of "particles" was calculated (referring to the state prior to the chemical structure formation by the reaction of the cement with the water).
- Components included in the composite material indicated in % by volume.
- Binder (particles + liquid) 53.0%
- the energy of rupture of the composite material is estimated from experiences with very closely related materials to be about 3000-4000 N/m (3.0 - 4.0 N/mm).
- yield point (ultimate stress) 270 (410) N/mm 2 .
- yield limit max. 280 N/mm .
- HRB max. 5 65.
- Densit binder contains about 80% Portland cement (white cement) and about 20% micro silica (50-100 times finer than Portland cement) and a minor amount of dispersive agent in powder form.
- Densit binder 8000 g
- Mixing equipment Forced mixing machine. Mixing time: Dry mixing 5 min. Wet mixing 8 min.
- Moulding Soft moulding with vibration. Hardening: 1 day and night at 15° - 20°C. 4 Days and nights at 50°C.
- the disposition is shown in Fig. 11.
- the set up is a simple supported slab 1 supported at the ends and at the middle, thus in total 3 supports designated (Rl, R2 and R3) for absorbing a vertical line loading P.
- the slab construction was loaded with a line loa ⁇ ding P placed centrally on the one section.
- the outer support in the other section was maintained down.
- the loaded half of the slab act as simple supported at the free end and fixed/partly fixed at the middle support.
- the degree of fixing can be determi ⁇ ned as the relevant forces were measured (outer loading P and the forces of reaction at all three supports Rl, R2 and R3).
- the first comparison made is a comparison between behaviour of the composite arti ⁇ cles according to the present example 1 and corresponding sheet articles having the same geometry but made of a homogenous material (e.g. massive quality steel). We consider what stresses will be induced in the analogue, strong, elastic article by the actual loadings.
- a homogenous material e.g. massive quality steel
- the stresses are calcuated according to the theory of beams (ignoring local forces from the loading).
- the corresponding maximum moments are calculated from the known edge reactions (Rl).
- the corresponding maximum tensile stresses (in the bottom side ofthe slab) are obtained by division with the moment of resistance ofthe cross section - and by a little extra calculation - also the maximum compressive stresses (in the top ⁇ side ofthe slab) and the maximum shear stresses.
- the maximum bending-tensile stress for slabs/beams - actually 319 N/mm - calcu ⁇ lated from the analogue elastic slabs are often designated the bending strength (in English terminology Flexural strength).
- the shear stresses refer to the shear stresses acting on the distance between the loading and the free support Rl. (They are not the absolute maximae as the shear stresses acting between the loading and the middle support is 10-20% higher - 22 and 10 N/mm , respectively.
- the picture of the stress forces is illustrated in Fig. 12.
- a section ofthe slab is shown representing 1) a quarter ofthe width (80 mm) and 2) in the longitudinal direction the part ofthe slab which is between the loading (marked P) and the free support (marked Rl).
- the experiment shows for the article according to the present invention intimate co ⁇ operation between the profiled sheet and the strong, rigid, cement-based composite material imparted high rupture-toughness.
- the high compressive strength of the cement-composite (about 250 MPa) allowed use of a very thin layer of composite material (8 mm) and hence a corresponding modest material consumption and low weight.
- Preferred articles with very strong composite materials e.g. a compressive strength of at least 300 MPa.
- Utilization of very strong tensile reinforcement as dis ⁇ cussed above makes also demands on the pressure zones of the components.
- the maximum compressive loadings (stresses) will amount to about 275-310 MPa when rupture of tension occurs.
- Securing against rupture occuring in the compressive zone can be effected by increasing the thickness (e.g. 10-12 mm instead of 8 mm) and/or by using special compressive reinforcement.
- a particular pre ⁇ ferred aspect of the invention is use of particular strong composite materials, e.g. having compressive strength of at least 300 MPa. With reference to the above exam ⁇ ple, this makes it possible to maintain very thin articles (8 mm). CONCEPTIONS - DEFINITIONS - EXPLANATIONS.
- Intimate contact This term is used to characterize the contact between the composite materials and the profile sheets. With intimate contact is meant substantially complete atomic contact all over the contact surface as with moulding together, fusing together, gluing together and not as with e.g. bolting together or other mechanical joints. Inti ⁇ mate contact between the specific particle-based materials and the profiled sheets is further elaborated in the patent specification.
- the strength of the composite materials is characterized by claim to the compressive strength with reference to the strength measured by crushing a cylindrical article having a height/diameter ratio of 2 mm and diameter 100 mm, height 200 mm.
- the strength ofthe composite materials can be determined on special articles prepared of the composite material.
- the strength of the composite material as it is found in the hybrid articles can also be deter ⁇ mined by measuring on specimens sawn/bored out or by direct mechanial compressive loadings on the composite material as it is found together with the profiled sheets. By comparison/evaluation ofthe various determinations of compressive strength it is nec ⁇ essary to establish/prove the relationship to the compressive strength determined with the above cylinder specimens.
- That requirement to strength is related to compressive strength is due to a) the fact that in bending and compression the behaviour at rupture ofthe composite articles (provided effective co-operation with the profiled sheets) to a high degree is determined by the strength ofthe materials at compression, b) the com ⁇ pressive strength is often an acceptable property acting as a substitute for other strength characteristics - tension, shear - and c) the compressive strength is relatively simple to determine.
- the rigidity of the composite materials is characterized by the modulus of elasticity referring to the inclination of the stress/strain curve at minor loadings.
- the modulus of elasticity can be determined on particular specimens of the composite material, e.g. cylinders as mentioned in the paragraph concerning com ⁇ pressive strength.
- the modulus of elasticity of the composite materials can also be determined from measurements on the hybrid articles - i.e. with the composite mate ⁇ rials in intimate contact with the sheet elements.
- Such determinations can e.g. be performed from determinations of interdependent values of force and deformation of loaded articles or from determination of the reso ⁇ nant frequency of articles under free oscillations. The determinations are then per ⁇ formed on basis of the theory of elasticity applied on the composite article. The de ⁇ terminations presupposes that the behaviour of the profile sheets is known satisfacto ⁇ rily.
- the rupture-toughness ofthe composite materials is characterized by the energy of rupture G - related to the behaviour at tension.
- the energy of rupture ofthe composite materials can be dete ⁇ nined on particular specimens of the composite material - e.g. beams provided with a cut notch tested at bending, or a tensile specimen provided with notch and tested at ten ⁇ sion.
- the energy of rupture of the composite materials can also be determined from measurements on the hybrid articles based on cut out specimens provided with cut notch.
- the reasons for using the energy of rupture in relation to tension for characterizing the rupture-toughness of the composite materials are a) that the behaviour at tension is fundamental for rigid particle-based composite materials at rupture and crack forma ⁇ tion; thus, rupture at shear occurs e.g. essentially through failure at tension, b) that the energy of rupture related to tension is a reasonable well defined quantity for rigid, particle-based composite materials, and c) that the energy of rupture related to tension is easy to determine by experiments. Placed external (or outside).
- the invention concerns articles with composite materi ⁇ als in intimate contact with profiled sheets placed preferably entirely or essentially external in relation to the bodies formed ofthe composite materials.
- the formulation with prefe ⁇ ed external placement is motivated in a discrimination between a) preferred articles according to the invention in which the profiled sheets act effectively through their placement in the outer side (closed to the outer side) of the bodies which they form together with the composite materials, and b) articles of composite materials according to the invention but with more centrally embedded sheets.
- the sheet element in example 1 with profiled steel sheets combined with com ⁇ posite materials, placed on the outside of the body formed of the composite materials is typically preferred according to the invention.
- articles according to the invention are obtained as pipes and containers builded up as curved embodi ⁇ ments of sheet articles according to the invention, e.g. as those shown in example 1, both when the composite material constitutes the inner shell and the profile sheet the outer shell, and conversely when the profile sheets are placed internal and the com ⁇ posite shell external. In no cases the profile sheets are completely or partly embedded.
- Such articles are of course just as prefe ⁇ ed as co ⁇ esponding articles with other mate ⁇ rials for the not primary bearing functions and often even more prefe ⁇ ed.
- Fig. 13 shows a section in the composite slab.
- the length of the slab is 600 mm.
- 1 Is the composite material
- 2 is the profiled steel sheet
- 3 is a transverse reinforcement, viz. 6 mm diame ⁇ ter cam steel placed each 50 mm
- 4 is a longitudinal top reinforcement, viz. 3 pieces of cam steel, diameter 10 mm.
- the steel reinforcements are fixed so that they did not loosen at vibration.
- the transverse bars are tack welded to the sheet at the ends 5 and the longitudinal bars are tack welded to the transverse reinforcement at the edge 6.
- the composite slabs were subjected to transverse loadings in the disposition shown in Fig. 14.
- Fig. 14 shows the test disposition of the composite slab 1 having the outside dimen ⁇ sions 600 x 230 x 40 mm, placed on the supports 2 and influenced of the vertical line loadings 3.
- the forces on each support and on each loading line are P/2, where P is the total force.
- the disposition is symmetric.
- the distance between the supports is: 500 mm; the distance between the support and the closest point of force attack is: 150 mm.
- the free longitudinal edges 4 were observed through a magnify ⁇ ing glass.
- the slabs were subjected to varying loadings and unloadings at different loading levels varying from 0-25 kN to 7-91 kN.
- the matrix "the concrete" was prepared of materials from the firm Densit A/S. The composition is shown in scheme 1. The properties of the hardened matrix material is shown in scheme 2.
- the profile sheet is of steel of the quality Fe510 B (according to EU 25-72 standards) often designated St. 52-3. Sheet thickness: 2 mm Tensile strength: 580 N/mm 2 . Yield point: 430 N/mm 2 .
- the composition of the "matrix” also called “the concrete”, Inducast, is a fine sand concrete with Al 2 O 3 rich sand and a binder based on cement, micro silica and dispersant (in dry powder form).
- the matrix material was prepared in a forced mixing machine. 1. Mixing ofthe dry powder (except the steel fibres) about 1 min.
- the slab is moulded, placed horizontally on a vibration table subjected to vibra ⁇ tion of frequency: 50 HZ amplitude.
- the slab is covered with plastic on the top side and stored about 24 hours at 20°C. Then it was wrapped in a wet cloth and tightly fit ⁇ ting plastic and stored about 4 days and nights at 70°C.
- Fig. 15 shows in the form of a sketch a segment of the composite article between the support 3 and the line of attack 4 after shear failure (and suceeding bending failure between the lines of attack). At shear failure the "concrete part" 1 is pushed outward relative to the profile sheet.
- the composite article was designed for experimental purposes with a clear view of elucidating the shear capacity of articles according to the invention, but
- Fig. 16 shows a section of profiled steel sheets used in this example 2 and in the com ⁇ posite article described in example 1 , respectively. Indications of the geometry sizes, cf. scheme 4, are marked in the Figures.
- the composite slab showed high inner cohesion without crack for ⁇ mation but with high rigidity, e.g. co ⁇ esponding to above 70% higher rigidity than for a co ⁇ esponding article of massive aluminium.
- Shear failure occured at a mean shear stress of between that for profile steel and that for "concrete" about 5 MPa.
- the value is calculated on the basis of the total surface area between force action and support including the two halves outer profile sections where the shear resistance is substantially lower due to lack of squeeze action. With ⁇ out including the contribution from the outer sections, which are not representative for the slab construction, the force at rupture co ⁇ esponds to a mean stress of about 7 MPa.
- the example clearly demonstrates the concept behind the present invention based on a combination of profile sheet plus matrix of high strength, high rigidity and high rup ⁇ ture-toughness, viz. achievement of a very high shear resistance, even with the here used steel sheet of very moderate profiling.
- the aim with the test specimen just was to study boundery cases with composite articles according to the invention having steel sheets of very moderate profiling. That the article showed high shear resistance does not indicate that it is a prefe ⁇ ed article of the invention.
- the present invention states more prefe ⁇ ed profilings, e.g. with an angle between the web and the flange prefe ⁇ ed high, e.g. higher than 60°, preferably higher than 70°, more preferably higher than 80°, most preferably higher than 85°.
- Another aspect of the invention is a composite article according to the invention wherein protection against shear failure and other failure between the profile sheet and the composite material is increased by particular anchoring a ⁇ angements.
- This aspect with particular anchoring a ⁇ angements is universal, covering both composite articles of the invention with very moderate profiled sheets and articles with very strongly profiled sheets.
- the shear stresses refer to the stresses in a horizontal plane at top of the ribs. Refer ⁇ ence is made to the mean values of the shear stresses across the whole area extending from the force transmission to the support (150 mm). The values are shown in scheme 5.
- a 40 mm composite slab according to the invention was subjected to repeated impact actions according to international rules for testing approvement of safe boxes.
- the slab was composed of a profiled, 2 mm thick steel sheet in contact with strong, tough, particle-based composite material - total thickness 40 mm.
- the construction of the composite slab was quite identical with the composite slab shown in example 2, vide i.a. Fig. 13, except that in the slab ofthe present example there are two longitudi ⁇ nal steel reinforcements for each profil section compared to one in the slab in example 2 and that the instant slab is a little larger, external dimensions of 600 x 540 mm com ⁇ pared to 600 x 240 mm for the slab in example 2.
- Fig. 17 shows a segment of a cross section of the composite slab used in this example.
- 1 Is the composite material
- 2 is the profiled steel sheet, the measures of which are as for the slab of example 2 shown in Fig. 13.
- 3 Is the transverse reinforcement of 6 mm in diameter cam steel per 50 mm.
- 4 Is the longitudinal top reinforcement of 8 mm in diameter cam steel
- 5 is the longitudinal bottom reinforcement of 12 mm in diameter cam steel.
- the main dimen ⁇ sions of the slab are: length 600 mm, width 540 mm, thickness 40 mm and 24 mm (respectively at the profile top and the profile bottom).
- the composite material, the preparation and the hardening were as for the slab in example 2.
- the slab was subjected to the standard test for safe boxes/panels for safe boxes to simulate attack with sledgehammer and blowpipe.
- Test of this type is used to test box-panels for money boxes.
- Those with which the comparison is made are composed of strong cement-based composite material of the same type and substantially the same quality as that used in this example.
- the conventional panels which were selected for comparison purposes, have the same thickness as the maximum thickness of the present profile slab (40 mm) but have 4 times more sheet steel than that according to the example.
- Two slabs has each a thick ⁇ ness of typically 3-5 mm compared to a thickness of 2 mm of the sheet in the present example. (If regard is paid to the profiling of the sheet according to the invention cor ⁇ responds this to about 2.6 mm 3 steel sheet per mm ). If the reinforcement bars, which often also are found in conventional slabs, are included there is no essential amend ⁇ ment of the fact that the total steel reinforcement still only constitutes about 25-50% of what is conventionally used.
- the conventional slabs in the comparison are, as mentioned, 40 mm thick.
- the slab thickness in the example is in average only 32 mm (with 40 mm and 24 mm, respec ⁇ tively, in the profile top and profile bottom), there is only 80% in average of the slabs with which they are compared.
- the slab is supported along the edges.
- the slab is placed about 1.5 m vertically above the floor in a position well suited for attack with the sledgehammer.
- a marked out area of the slab (120 x 120 mm) on the concrete side was subjected to a number of powerful stresses/impacts with a 3 kg heavy sledgehammer.
- the test was performed by an experienced, strong testperson. Each impact was conducted with what the person described as "with power”.
- the head of the sledgehammer (of steel) had a mass of 3 kg.
- the length of the handle was about 75 cm.
- the article resisted 80 hammer impact plus various blowpipe activities in order to re ⁇ move the steel reinforcements before the profile sheet at the bottom was reached and could be cut away.
- 40 mm thick conventional panels resist typically 10-30 hammer impacts as for articles without the reinforcement bars and 1.5 to 2 times more for articles further provided with reinforcement bars, thus, 20 to max. 60 impacts.
- the prefe ⁇ ed safety panels according to the invention do not con ⁇ tain only one profile sheet, but typically two or more profiled sheets.
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE69726264T DE69726264D1 (en) | 1996-03-04 | 1997-03-04 | HYBRID PLATE AND MANUFACTURING METHOD |
EP97906092A EP0885336B1 (en) | 1996-03-04 | 1997-03-04 | Hybrid plate and method for producing such hybrid plate |
AT97906092T ATE254704T1 (en) | 1996-03-04 | 1997-03-04 | HYBRID PLATE AND PRODUCTION PROCESS |
AU20911/97A AU729947B2 (en) | 1996-03-04 | 1997-03-04 | Hybrid plate and method for producing such hybrid plate |
JP9531367A JP2000506237A (en) | 1996-03-04 | 1997-03-04 | Hybrid plate and method of making such a hybrid plate |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK0238/96 | 1996-03-04 | ||
DK023896A DK23896A (en) | 1996-03-04 | 1996-03-04 | Roc-composite system |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1997033054A1 true WO1997033054A1 (en) | 1997-09-12 |
Family
ID=8091303
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DK1997/000097 WO1997033054A1 (en) | 1996-03-04 | 1997-03-04 | Hybrid plate and method for producing such hybrid plate |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP0885336B1 (en) |
JP (1) | JP2000506237A (en) |
AT (1) | ATE254704T1 (en) |
AU (1) | AU729947B2 (en) |
DE (1) | DE69726264D1 (en) |
DK (1) | DK23896A (en) |
WO (1) | WO1997033054A1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004090252A1 (en) * | 2003-04-14 | 2004-10-21 | Serwin Holding Aps | Sandwich plate-like construction |
CN106836601A (en) * | 2017-02-27 | 2017-06-13 | 天津大学 | A kind of preparation method of the compoboard with assembled support with adjustable negative reinforcement |
RU2626503C1 (en) * | 2016-09-14 | 2017-07-28 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" | Reinforced concrete structure |
RU2637248C1 (en) * | 2016-09-06 | 2017-12-01 | Сергей Михайлович Анпилов | Method for erecting large-span monolithic reinforced concrete floorings |
RU2669635C1 (en) * | 2017-11-15 | 2018-10-12 | Сергей Михайлович Анпилов | Formwork element of steel-concrete composite slabs |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1073540A (en) * | 1911-10-11 | 1913-09-16 | Asbestos Protected Metal Co | Building construction. |
DE1800858A1 (en) * | 1968-10-03 | 1970-05-27 | Siegener Ag Geisweid Eisenkons | Building panel, in particular for the manufacture of building ceilings |
DE2135128A1 (en) * | 1971-07-09 | 1973-02-01 | Steffens & Noelle Gmbh | CEILING ELEMENT |
WO1986003245A1 (en) * | 1984-11-28 | 1986-06-05 | Permanent Formwork Limited | Improvements in fibre reinforced cement |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DK271386D0 (en) * | 1986-06-09 | 1986-06-09 | Aalborg Portland Cement | COMPACT ARMED STRUCTURE |
-
1996
- 1996-03-04 DK DK023896A patent/DK23896A/en not_active Application Discontinuation
-
1997
- 1997-03-04 JP JP9531367A patent/JP2000506237A/en active Pending
- 1997-03-04 WO PCT/DK1997/000097 patent/WO1997033054A1/en active IP Right Grant
- 1997-03-04 AT AT97906092T patent/ATE254704T1/en not_active IP Right Cessation
- 1997-03-04 DE DE69726264T patent/DE69726264D1/en not_active Expired - Lifetime
- 1997-03-04 EP EP97906092A patent/EP0885336B1/en not_active Expired - Lifetime
- 1997-03-04 AU AU20911/97A patent/AU729947B2/en not_active Ceased
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1073540A (en) * | 1911-10-11 | 1913-09-16 | Asbestos Protected Metal Co | Building construction. |
DE1800858A1 (en) * | 1968-10-03 | 1970-05-27 | Siegener Ag Geisweid Eisenkons | Building panel, in particular for the manufacture of building ceilings |
DE2135128A1 (en) * | 1971-07-09 | 1973-02-01 | Steffens & Noelle Gmbh | CEILING ELEMENT |
WO1986003245A1 (en) * | 1984-11-28 | 1986-06-05 | Permanent Formwork Limited | Improvements in fibre reinforced cement |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004090252A1 (en) * | 2003-04-14 | 2004-10-21 | Serwin Holding Aps | Sandwich plate-like construction |
US7776432B2 (en) | 2003-04-14 | 2010-08-17 | Serwin Holdings Aps | Sandwich plate-shaped construction |
EP1623080B1 (en) | 2003-04-14 | 2015-10-21 | Serwin Holding ApS | Sandwich plate-like construction |
RU2637248C1 (en) * | 2016-09-06 | 2017-12-01 | Сергей Михайлович Анпилов | Method for erecting large-span monolithic reinforced concrete floorings |
RU2626503C1 (en) * | 2016-09-14 | 2017-07-28 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" | Reinforced concrete structure |
CN106836601A (en) * | 2017-02-27 | 2017-06-13 | 天津大学 | A kind of preparation method of the compoboard with assembled support with adjustable negative reinforcement |
RU2669635C1 (en) * | 2017-11-15 | 2018-10-12 | Сергей Михайлович Анпилов | Formwork element of steel-concrete composite slabs |
Also Published As
Publication number | Publication date |
---|---|
AU729947B2 (en) | 2001-02-15 |
DE69726264D1 (en) | 2003-12-24 |
AU2091197A (en) | 1997-09-22 |
EP0885336A1 (en) | 1998-12-23 |
JP2000506237A (en) | 2000-05-23 |
ATE254704T1 (en) | 2003-12-15 |
EP0885336B1 (en) | 2003-11-19 |
DK23896A (en) | 1997-09-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Gadri et al. | Evaluation of bond strength between sand concrete as new repair material and ordinary concrete substrate (The surface roughness effect) | |
Darwin et al. | Effect of deformation height and spacing on bond strength of reinforcing bars | |
Darwin et al. | Splice strength of high relative rib area reinforcing bars | |
EP0269715B1 (en) | Compact reinforced composite | |
EP0042935B2 (en) | Shaped article and composite material and method for producing same | |
Kyriakides | Seismic retrofit of unreinforced masonry infills in non-ductile reinforced concrete frames using engineered cementitious composites | |
Graybeal | Fatigue response in bridge deck connection composed of field-cast ultra-high-performance concrete | |
CN108374505B (en) | A kind of orthogonal laminated wood Coupled Shear Wall of prestressing force waving Self-resetting | |
Naaman | Fiber reinforcement for concrete: Looking back, looking ahead | |
US20060220276A1 (en) | Panel particularly for use in platform floors and process for the preparation of said panel | |
EP0885336B1 (en) | Hybrid plate and method for producing such hybrid plate | |
Ramos et al. | Repair and strengthening methods of flat slabs for punching | |
Nilsson et al. | Load bearing capacity of steel fibre reinforced shotcrete linings | |
Odero et al. | Shear performance of concrete beams with a maximum size of recycled concrete aggregate | |
Donahey et al. | Bond of top-cast bars in bridge decks | |
US20060014878A1 (en) | Polymer concrete | |
DK1623080T3 (en) | Sandwich plate-like construction | |
Joyklad et al. | Performance of cement clay interlocking hollow brick masonry walls subjected to diagonal compression | |
Rengarajan | Laboratory testing of shotcrete with fibres of steel, basalt or synthetic materials | |
Duarte et al. | Strengthening of flat slabs with transverse reinforcement | |
Palieraki et al. | Experimental cyclic behavior of concrete interfaces with postinstalled reinforcing bars or alternative connectors | |
Beattie | Behavioral improvements in segmental concrete bridge joints through the use of steel fibers | |
Donahey et al. | Effects of Construction Procedures on Bond in Bridge Decks | |
CN110469011A (en) | A kind of building method and anti-conquassation shear wall of anti-conquassation shear wall | |
KANAKUBO et al. | Development of anchorage system for CFRP sheet in strengthening of reinforced concrete structures |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AK | Designated states |
Kind code of ref document: A1 Designated state(s): AL AM AT AT AU AZ BA BB BG BR BY CA CH CN CU CZ CZ DE DE DK DK EE EE ES FI FI GB GE GH HU IL IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MD MG MK MN MW MX NO NZ PL PT RO RU SD SE SG SI SK SK TJ TM TR TT UA UG US UZ VN YU AM AZ BY KG KZ MD RU TJ TM |
|
AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): GH KE LS MW SD SZ UG AT BE CH DE DK ES FI FR GB GR IE |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
DFPE | Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101) | ||
WWE | Wipo information: entry into national phase |
Ref document number: 1997906092 Country of ref document: EP |
|
WWP | Wipo information: published in national office |
Ref document number: 1997906092 Country of ref document: EP |
|
REG | Reference to national code |
Ref country code: DE Ref legal event code: 8642 |
|
NENP | Non-entry into the national phase |
Ref country code: CA |
|
WWG | Wipo information: grant in national office |
Ref document number: 1997906092 Country of ref document: EP |