EP2984197A2 - Verfahren zum erstellen von vorgespannten betonbauwerken mittels profilen aus einer formgedächtnis-legierung, sowie bauwerk, hergestellt nach dem verfahren - Google Patents
Verfahren zum erstellen von vorgespannten betonbauwerken mittels profilen aus einer formgedächtnis-legierung, sowie bauwerk, hergestellt nach dem verfahrenInfo
- Publication number
- EP2984197A2 EP2984197A2 EP14716745.6A EP14716745A EP2984197A2 EP 2984197 A2 EP2984197 A2 EP 2984197A2 EP 14716745 A EP14716745 A EP 14716745A EP 2984197 A2 EP2984197 A2 EP 2984197A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- profiles
- memory alloy
- concrete
- shape memory
- mortar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910001285 shape-memory alloy Inorganic materials 0.000 title claims abstract description 155
- 238000000034 method Methods 0.000 title claims abstract description 21
- 239000011513 prestressed concrete Substances 0.000 title claims description 11
- 239000004567 concrete Substances 0.000 claims abstract description 106
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 36
- 230000002787 reinforcement Effects 0.000 claims abstract description 32
- 230000008602 contraction Effects 0.000 claims abstract description 12
- 239000011159 matrix material Substances 0.000 claims abstract 5
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 230000003014 reinforcing effect Effects 0.000 claims description 28
- 238000010438 heat treatment Methods 0.000 claims description 23
- 229910001566 austenite Inorganic materials 0.000 claims description 10
- 239000011378 shotcrete Substances 0.000 claims description 8
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 229910000734 martensite Inorganic materials 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 3
- 238000005488 sandblasting Methods 0.000 claims description 2
- 229920006395 saturated elastomer Polymers 0.000 claims description 2
- 238000002360 preparation method Methods 0.000 claims 1
- 239000000758 substrate Substances 0.000 claims 1
- 230000003746 surface roughness Effects 0.000 claims 1
- 238000005260 corrosion Methods 0.000 description 11
- 230000007797 corrosion Effects 0.000 description 11
- 238000010276 construction Methods 0.000 description 9
- 238000009417 prefabrication Methods 0.000 description 7
- 239000011083 cement mortar Substances 0.000 description 6
- 229910045601 alloy Inorganic materials 0.000 description 4
- 239000000956 alloy Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000009466 transformation Effects 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 3
- PXHVJJICTQNCMI-UHFFFAOYSA-N Nickel Chemical compound [Ni] PXHVJJICTQNCMI-UHFFFAOYSA-N 0.000 description 3
- 230000036316 preload Effects 0.000 description 3
- 238000004904 shortening Methods 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 229910026551 ZrC Inorganic materials 0.000 description 2
- OTCHGXYCWNXDOA-UHFFFAOYSA-N [C].[Zr] Chemical compound [C].[Zr] OTCHGXYCWNXDOA-UHFFFAOYSA-N 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 239000011651 chromium Substances 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 239000013078 crystal Substances 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000011572 manganese Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 150000002739 metals Chemical class 0.000 description 2
- 239000010955 niobium Substances 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- WHXSMMKQMYFTQS-UHFFFAOYSA-N Lithium Chemical compound [Li] WHXSMMKQMYFTQS-UHFFFAOYSA-N 0.000 description 1
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 229910018195 Ni—Co—Ti Inorganic materials 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 229920006328 Styrofoam Polymers 0.000 description 1
- HZEWFHLRYVTOIW-UHFFFAOYSA-N [Ti].[Ni] Chemical compound [Ti].[Ni] HZEWFHLRYVTOIW-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- SKKMWRVAJNPLFY-UHFFFAOYSA-N azanylidynevanadium Chemical compound [V]#N SKKMWRVAJNPLFY-UHFFFAOYSA-N 0.000 description 1
- 230000006399 behavior Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 229910052804 chromium Inorganic materials 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000010941 cobalt Substances 0.000 description 1
- 229910017052 cobalt Inorganic materials 0.000 description 1
- GUTLYIVDDKVIGB-UHFFFAOYSA-N cobalt atom Chemical compound [Co] GUTLYIVDDKVIGB-UHFFFAOYSA-N 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000009477 glass transition Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 229910052744 lithium Inorganic materials 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003446 memory effect Effects 0.000 description 1
- UNASZPQZIFZUSI-UHFFFAOYSA-N methylidyneniobium Chemical compound [Nb]#C UNASZPQZIFZUSI-UHFFFAOYSA-N 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229910052759 nickel Inorganic materials 0.000 description 1
- 229910052758 niobium Inorganic materials 0.000 description 1
- GUCVJGMIXFAOAE-UHFFFAOYSA-N niobium atom Chemical compound [Nb] GUCVJGMIXFAOAE-UHFFFAOYSA-N 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- 238000005496 tempering Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/02—Ferrous alloys, e.g. steel alloys containing silicon
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/04—Ferrous alloys, e.g. steel alloys containing manganese
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/10—Ferrous alloys, e.g. steel alloys containing cobalt
- C22C38/105—Ferrous alloys, e.g. steel alloys containing cobalt containing Co and Ni
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/14—Ferrous alloys, e.g. steel alloys containing titanium or zirconium
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/18—Ferrous alloys, e.g. steel alloys containing chromium
- C22C38/40—Ferrous alloys, e.g. steel alloys containing chromium with nickel
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
Definitions
- This invention relates to a method for producing prestressed concrete components in new constructions (cast in situ on the construction site) or in the prefabrication and for the subsequent reinforcement of existing structures by means of cementitious mortars, in which profiles of shape memory alloys, among professionals often referred to as shape memory alloy profiles, in short SMA profiles, for preloading. With this preload system, subsequent attachments can be attached to an existing structure under prestress.
- the invention also relates to a concrete structure that created using this method or subsequently reinforced resp. to which attachments were docked by this method.
- shape memory alloys based on steel in the form of profiles are used for generating a prestress.
- a bias within a building generally increases its serviceability by reducing cracks or preventing cracking at all.
- Such a bias is already today Reinforcement against the bending of concrete parts or for lashing example of columns to increase the axial load resp. used for shear reinforcement.
- Another application of the prestressing of concrete are pipes for liquid transports and silos respectively.
- Tank container which are tied to produce a bias voltage.
- For prestressing in the state of the art round bars or cables are inserted into the concrete or subsequently fixed externally on the surface of the component on the tension side.
- the anchoring and force from the biasing element in the concrete is very complex in all these known methods. High costs for anchoring elements (anchor heads) are incurred.
- anchor heads anchor heads
- the object of the present invention is therefore to provide a method for tempering new concrete structures and concrete components or cement-bonded Vermörtelept for the reinforcement of existing structures, either to improve the serviceability and stability of the structure, to ensure a more flexible use of Building for subsequent overhanging attachments, or to increase the durability and fire resistance of the building. Further, it is an object of the invention to provide a concrete structure having biases or gains generated using this method.
- the object is first of all solved by a method for creating prestressed concrete structures by means of profiles of a shape memory alloy, be it of new concrete structures and concrete components or cement-bonded Vermörtelept for the reinforcement of existing structures, which is characterized in that profiles a steel-based shape memory alloy of a polymorphic and polycrystalline structure having a ribbed surface or having a surface in the form of a thread which can be brought to its permanent state as austenite by elevating its temperature from its state as martensite to the concrete or the cementitious mortar be optionally with additional end anchorages, so that they either due to a subsequent active and controlled heat input with heating means or or by heat in a fire, a contraction force and thus generate a tensile stress and e loom a bias on the concrete resp. generate the Vermortelung, with the introduction of force into the concrete or mortar on the surface structure of the profile and / or on the end anchors of the profile takes place.
- a concrete structure created using one of the preceding methods, which is characterized in that it contains profiles of a shape memory alloy in a new concrete or in a grouting applied as a reinforcing layer of a building exterior, the run along the outside of the building within the Vermettelung or reinforcing layer and are biased or prepared for a bias by heat input by electric cables are led out of their end portions of the grouting or reinforcing layer or their end portions are accessible by removing deposits.
- Figure 1 A concrete beam or a concrete slab poured on the
- Figure 2 A concrete beam, poured on the site or in
- FIG. 3 shows a cross-section of a concrete structure with an internal, traditional steel reinforcement, prepared for applying a reinforcement as a reinforcement layer, which contains profiles of a shape memory alloy;
- FIG. 4 shows a cross section of this building wall according to FIG. 3, after attaching profiles made of a shape memory alloy;
- FIG. 5 shows a cross-section of this building wall according to FIGS. 3 and 4, after covering the attached profiles of a shape-memory alloy with shotcrete or cement mortar;
- FIGS. 3 and 4 show a cross-section of this building wall according to FIGS. 3 and 4, with the molded-in and covered profiles made of a shape-memory alloy, with two variants for the heat input for heating the profiles, a) by electric resistance heating via cast-in electric cables, or via a recess for connecting electric cables;
- Figure 7 is a cross section of this building wall according to Figures 3 to 6, with the molded and covered profiles of a shape memory alloy, after the heat input and after filling the access to the profiles.
- FIG. 8 shows a cross-section of an existing concrete component (building wall), which is reinforced with a profile of a shape-memory alloy on the surface, during the application of a cementitious layer by means of shotcrete / sprayed mortar;
- FIG. 9 shows a cross-section of an existing concrete component which is reinforced with a profile of a shape memory alloy on the surface when a cementitious layer is applied by hand;
- FIG. 10 shows a detail of a concrete slab provided on its underside with a pegged and prestressed reinforcing layer containing profiles of a shape memory alloy
- FIG. 11 shows a cross section through the existing concrete slab according to FIG. 10, with the conventional reinforcement as well as the full-surface doweled and prestressed mortar reinforcement layer with profiles of a shape-memory alloy;
- Figure 13 A cantilevered concrete slab with profiles from a
- Shape-memory alloy in its interior which was attached to a concrete structure, which was prepared for this purpose when creating with already set profiles made of a shape memory alloy.
- shape memory alloys must. Shape Memory Alloy (SMA)]. These are alloys that have a specific structure that can be changed depending on the heat, but that returns to their initial state after heat dissipation. Like other metals and alloys, shape memory alloys (SMA) contain more than one crystal structure, so they are polymorphic and thus polycrystalline metals. The dominating crystal structure of shape memory alloys (SMA) depends on the one hand on their temperature, on the other hand on the externally acting tension - be it train or pressure. At high temperature it is an austenite, and at the low temperature it is a martensite.
- SMA shape memory alloys
- the transformation temperatures at which the structure of the shape memory alloy (SMA) changes may vary considerably depending on the composition of the shape memory alloy (SMA).
- the transformation temperatures are also load-dependent. With increasing mechanical load of the shape memory alloy (SMA) also its transformation temperatures rise. If the shape memory alloy (SMA) is to remain stable within certain load limits, then great attention must be paid to these limits.
- shape memory alloys (SMA) are used for structural reinforcement, the fatigue quality of the shape memory alloy (SMA), in addition to corrosion resistance and relaxation effects, must be taken into account, especially if the loads vary over time.
- Structural fatigue involves the accumulation of microstructural defects as well as the formation and propagation of surface cracks until the material eventually breaks.
- Functional fatigue is the result of the gradual degradation of either the shape memory effect or the damping capacity due to microstructural changes in the shape memory alloy (SMA).
- SMA shape memory alloy
- the latter is associated with the modification of the stress-strain curve under cyclic loading.
- the transformation temperatures are also changed.
- Shape memory alloys (SMA) based on iron Fe, manganese Mn and silicon Si are suitable for taking up permanent loads in the construction sector, with the addition of up to 10% chromium Cr and nickel Ni making the SMA a similar one Corrosion behavior brings like stainless steel.
- shape memory alloy made of Fe-Ni-Co-Ti, which absorbs loads of up to 1000 MPa, is highly resistant to corrosion, and has an upper temperature of about 100 ° C. to convert it to an austenite state is.
- the present reinforcement system utilizes the properties of shape memory alloys (SMAs), and preferably those of a shape memory alloy (SMA) based on steel much more corrosion resistant than structural steel, because such shape memory alloys (SMAs) are essential are cheaper than about SMAs made of nickel-titanium (NiTi).
- SMAs shape memory alloys
- the steel-based shape memory alloys (SMAs) are used in the form of round steels with rough surfaces, for example with coarse threaded surfaces, and embedded in a mortar, ie a mortar layer, which subsequently acts as a reinforcing layer through a toothing with an underlying concrete. When heat is applied, the alloy contracts permanently back to its original state. Thus, heating the SMA profiles to the austenite state temperature will restore and retain their original shape, even under load.
- a steel profile made of a shape memory alloy in short a SMA steel profile, preferably made of round steel with ribbed surface or with a coarse thread surface as new construction or in the prefabrication instead of a traditional reinforcing steel or in addition to the concrete is inserted. After the concrete has hardened, the SMA steel profile is heated by supplying electricity.
- the SMA steel profile is attached to the roughened surface of the concrete structure in any direction, but mainly in the direction of pull, and pegged with the same, and then fully enclosed and covered with a cementitious mortar or shotcrete.
- the SMA steel profiles are heated by means of electricity, which leads to the shortening of these SMA steel profiles.
- the shortening causes a bias of cement mortar or mortar layer. From the mortar layer, the forces are then introduced into the existing concrete due to the rough surface of the concrete structure and the adhesion.
- the invention can also be applied to better protect a building in case of fire, for which purpose the direct contraction of the SMA steel profiles by heat input is initially deliberately omitted. In case of fire, however, the installed SMA steel profiles contract due to the heat of the fire. A building envelope made of concrete, which with SMA steel profiles was amplified, thus automatically generates in case of fire, a bias and thus an improvement in fire resistance.
- FIGS. 1 shows a cross section of a concrete slab or a concrete beam 1.
- SMA steel profiles 2 are embedded.
- Steel-based SMA profiles 2 of polymorphic and polycrystalline structure are always used, with a ribbed otherwise textured surface, or with a thread as the surface. By raising their temperature, these SMA steel profiles can be brought out of their state as martensite to their permanent state as austenite.
- Such a concrete component can be produced on site at the construction site or even in a prefabrication.
- the built-in SMA profiles 2 in the form of round steels have a coarse surface structure 4, so that they can dig into the concrete intimately with the same.
- the SMA steel profiles 2 are heated by heat input. This is advantageously done electrically by establishing a resistance heating by applying a voltage to the cast-in heating cable 3 so that the SMA steel profile 2 heats up as a current conductor. Because with long SMA profile bars the heating would take up too much time by means of electrical resistance heating, and then too much heat would be introduced into the concrete, several power connections are established over the length of the SMA profile bar.
- the SMA steel profile can then be heated in stages by applying a voltage to two adjacent heating cables, and then to the next two adjacent ones, and so on, until the entire SMA profile bar is brought to the austenite state short-term high voltages and currents required, so that a normal mains voltage of 220V / 1 10V is not sufficient, even a voltage source of 500V not, as it is often set up on construction sites. Rather, the voltage is supplied by an on-site mobile energy unit that generates the voltage with a number of series connected lithium batteries with sufficiently thick power cables so that a high amperage current can be sent through the SMA steel profile.
- the heating should be done only for a short time, so you have within 2 to 5 Seconds throughout the required temperature of about 150 ° to 300 ° in the SMA steel profile 2 achieved and thus generates its contractile force. This prevents the subsequent concrete from being damaged.
- two conditions must be adhered to, namely firstly about 10-20 A per mm 2 of cross-sectional area and secondly about 10-20 V per 1 m of profiled rod length in order to reach the condition of the profiled rod as austenite within seconds.
- the batteries must be connected in series.
- the number, the size and the type of batteries must be selected accordingly, so that the required current (ampere) and the required voltage (volts) are available, and the energy reference must be controlled by a controller, so at the touch of a button - tuned to a certain profile steel length and profile steel thickness, just the right period of time the profile bar is under tension and the necessary current flows.
- the heating can be done in stages by power connections are provided after certain sections, that is, out of these heating cables from the device to be created are led into the open, where then the voltage can be applied. In this way, in sections - one section after the other over the total length of a profile bar, the heat needed to be used to finally put the entire length in the state of an austenite.
- Figure 2 shows a cross section of an alternative embodiment of such a concrete component.
- inserts 5 may be, for example, pieces of wood which are inserted over the end regions of the SMA round steel bars 2, or styrofoam pieces or the like.
- these inserts 5 can be removed and then the access to the end regions of the SMA steel profiles 2 is exposed. They can then be heated by applying the electrical cables of the energy unit to these end areas via large-area terminals.
- the immediate heat input can be dispensed with. Then, such a concrete part 1 is preconditioned to a certain extent.
- the SMA profiles 2 If the effect of heat is later caused by the fire heat in a fire, the SMA profiles 2 generate a Contraction force and thus a tensile stress and thus generate a bias of the concrete, which leads to a significant improvement in the fire resistance of the building. In the event of fire, this will be clasped all around and will collapse much later, if at all.
- FIG. 3 shows a cross-section of a building wall 6, which in turn is traditionally reinforced with a conventional reinforcement 7, 8.
- the outside 9 of the building wall 6 is executed rough here or subsequently roughened. This can be done for example by means of a wet sandblasting.
- a better variant is the hydromechanical treatment with the high-pressure water jet. Different systems with different amounts of water and water pressures of at least 500bar to 3000bar are used in practice. With such systems, the desired roughness of the concrete surface of at least 3mm is ensured.
- the ground support concrete is capillary water saturated. This is a condition for good adhesion between the existing concrete and the cement-based mortar layer to be applied.
- Figure 4 shows how then the SMA profiles 2 are attached in the form of round steel with a corresponding alloy on the rough surface 9. They can be fastened with dowels 10 in the concrete wall. If necessary, the dowels 10 can also reach behind the first reinforcement 7, 8.
- the two end portions of the individual SMA profiles 2 are each connected to electric cables 3. Although only a single SMA profile 2 is visible here, which extends vertically, it is understood that horizontally extending, indeed running in any direction SMA profiles 2 can be installed, as well as the reinforcement in the concrete wall 6 here horizontally extending reinforcing bars 8, which intersect with the vertically extending reinforcing bars 7.
- the SMA profiles as shown in Figure 5, completely wrapped by applying shotcrete or cement mortar, through Spraying, pouring or topping.
- the cement mortar can also be applied by hand.
- FIG. 6 shows, here at one point on the SMA profile 2, a recess 1 1 can be seen, in which an insert 5 was used. After this has been removed after curing of the concrete or mortar, the SMA profile 2 is exposed there. The heat input then takes place via a there to be connected by means of a terminal heating cable in conjunction with another heating cable, which is connected to a similar recess point via a terminal to the SMA profile.
- the SMA profile 2 is placed on the two marked heating cable 3 under an electrical voltage, so that a resistance heating is formed.
- the heating leads to a contraction force of the SMA profiles 2, which thus generate a tensile stress and thus a bias of the entire grouting or reinforcing layer 16, and their bias is transmitted via the teeth with the rough surface 9 of the concrete wall 6 on the same. Overall, a significant reinforcement of the structure is achieved.
- Figure 7 shows a cross section of this building wall after generating the contraction force and tensile stress of the SMA profiles 2 within the grouting or reinforcing layer 16.
- the recess 1 which was used for the heat input be, is now with cement mortar filled. In the case of heating cables 3, these are cut flush with the surface.
- Figure 8 shows a cross section of a steel-reinforced building wall 6, which is reinforced on a vertical outside with a sprayed layer, which in turn is biased by means of SMA profiles 2.
- a grid of SMA profiles 2 is attached to the roughened surface of the concrete 6, for example by means of suitable dowels 10. Afterwards, this grid is as shown by means of shotcrete from a spray gun 21 sheathed and covered. After curing of this shotcrete, the SMA profiles 2 of the grid are contracted by heat input, so that the whole shotcrete layer is biased as a reinforcing layer 21. The generated preload is over the teeth with the roughened surface of the structure 6 transferred to the same and thus significantly increases its stability and fire resistance.
- FIG. 9 shows an application on a horizontal concrete slab.
- these SMA profiles 2 can be cast with a manually applied liquid mortar.
- a self-compacting and self-leveling cementitious mortar may be used.
- the cast-in SMA profiles 2 are heated by heat input and produce a nationwide bias of the mortar layer, which transfers to the concrete slab.
- Figure 10 shows a section of a concrete slab 12, namely a corner thereof seen in a perspective view from below, which is provided on its underside with a pegged and prestressed reinforcing layer 19 containing SMA profiles.
- the reinforcing layer 19, which contains SMA profiles as described, is non-positively connected to the concrete slab 12 by means of a plurality of dowels 13.
- Figure 1 1 shows the internal structure of this reinforcement with a cross section through the concrete slab 12 of Figure 10, with the conventional reinforcement made of reinforcing steels 7.8, as well as the doweled and prestressed reinforcing layer 19 with SMA profiles 2.
- the underside the concrete slab 12 is rough, and the SMA profiles 2 are embedded in the sprayed-on reinforcing layer 19.
- the dowelling takes place by means of long concrete dowels 13, which reach behind the first reinforcement 7,8 in the concrete slab 12.
- the bias of the SMA profiles 2 which transmits to the reinforcing layer 19, and from there via the teeth with the rough surface of the concrete slab 12 and the doweling on the same.
- the thus prestressed concrete slab 12 has a significantly higher load capacity and so existing concrete slabs can be efficiently reinforced from below.
- Figure 12 shows a concrete beam with a subsequently applied reinforcing layer 19, the two ends is pegged.
- the bias should act only in one direction, namely between the two support points of the concrete beam.
- FIG 13 Another interesting application is shown in Figure 13.
- SMA profiles 2 or ordinary reinforcing steel biased.
- the outer end of the reinforcement which faces towards the building outside, is equipped with a coupling member 22.
- SMA profiles 2 leads an electric cable 3 in the concrete to the rear, concreted end of the SMA profile 2.
- These coupling members 22 may be double nuts, for example. They are embedded in concrete and only slightly covered with concrete. If you want to later dock a cantilevered concrete slab 15 to the structure 14, the coupling members 22 are exposed and a concrete slab 15, in which SMA profiles 2 were poured, is connected to the concrete plant 14.
- the gap between the structure 14 and the cantilevered concrete slab 15 is filled.
- heat is introduced into the SMA profiles 2 via electric cables, so that they generate a contraction force and thus a tensile stress.
- the whole system is biased, that is, the cantilevered concrete slab 15 is internally biased, and also stretched by means of a bias to the structure 14, and if the entering into the structure reinforcements are also SMA profiles 2, so These also generate a prestress in the interior of the structure 14, which leads to a high stability and load capacity of the projection.
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- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Mechanical Engineering (AREA)
- Organic Chemistry (AREA)
- Metallurgy (AREA)
- Materials Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Working Measures On Existing Buildindgs (AREA)
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Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH00732/13A CH707301B1 (de) | 2013-04-08 | 2013-04-08 | Verfahren zum Erstellen von vorgespannten Betonbauwerken mittels Profilen aus einer Formgedächtnis-Legierung sowie Bauwerk, hergestellt nach dem Verfahren. |
PCT/CH2014/000030 WO2014166003A2 (de) | 2013-04-08 | 2014-03-17 | Verfahren zum erstellen von vorgespannten betonbauwerken mittels profilen aus einer formgedächtnis-legierung, sowie bauwerk, hergestellt nach dem verfahren |
Publications (1)
Publication Number | Publication Date |
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EP2984197A2 true EP2984197A2 (de) | 2016-02-17 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP14716745.6A Pending EP2984197A2 (de) | 2013-04-08 | 2014-03-17 | Verfahren zum erstellen von vorgespannten betonbauwerken mittels profilen aus einer formgedächtnis-legierung, sowie bauwerk, hergestellt nach dem verfahren |
Country Status (7)
Country | Link |
---|---|
US (1) | US9758968B2 (de) |
EP (1) | EP2984197A2 (de) |
KR (1) | KR102293794B1 (de) |
CN (1) | CN105378129B (de) |
CA (1) | CA2908895C (de) |
CH (1) | CH707301B1 (de) |
WO (1) | WO2014166003A2 (de) |
Families Citing this family (40)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH706824B1 (de) * | 2012-08-14 | 2016-10-14 | S & P Clever Reinforcement Company Ag | Verankerungssystem für einen Traggrund im Bauwesen, sowie Verfahren zum Anbringen und Vorspannen eines Ankerstabes. |
CH709929A1 (de) * | 2014-07-28 | 2016-01-29 | Airlight Energy Ip Sa | Verfahren zum Herstellen eines durch eine Bewehrung vorgespannten Betonwerkstücks und durch eine Bewehrung vorgespanntes Betonwerkstück. |
CH710538B1 (de) * | 2014-12-18 | 2018-09-28 | Re Fer Ag | Verfahren zum Erstellen von vorgespannten Bauwerken oder Bauteilen mittels Zugelementen aus Formgedächtnis-Legierungen sowie damit ausgerüstetes Bauwerk oder Bauteil. |
CN104816381A (zh) * | 2015-04-02 | 2015-08-05 | 徐州工程学院 | 一种埋置型形状记忆合金筋预应力混凝土施工工艺 |
RU2619578C1 (ru) * | 2015-10-29 | 2017-05-16 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Ухтинский государственный технический университет" | Способ создания предварительного напряженного состояния в армированной бетонной конструкции |
ES2592554B1 (es) * | 2016-10-14 | 2017-11-08 | Universitat De Les Illes Balears | Método de refuerzo activo frente a esfuerzo cortante o punzonamiento en elementos portantes estructurales, y sistema de refuerzo activo |
KR101998928B1 (ko) * | 2016-12-13 | 2019-07-10 | 주식회사 포스코 | 거더의 시공 및 보강방법 및, 설치시스템 |
DE102017106114A1 (de) | 2017-03-22 | 2018-09-27 | Fischerwerke Gmbh & Co. Kg | Verfahren, Befestigungselement und Befestigungsanordnung zur Anbringung und Aktivierung von Formgedächtnislegierungselementen an zu bewehrenden Bauwerken |
JP2018204238A (ja) * | 2017-05-31 | 2018-12-27 | Emo株式会社 | 補強用鉄筋ユニットの取付アタッチメント並びにコンクリート壁の補修構造および補修方法 |
CN107035203A (zh) * | 2017-06-07 | 2017-08-11 | 沈阳建筑大学 | 一种sma耗能器‑无粘结预应力系统 |
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KR102045121B1 (ko) * | 2017-09-26 | 2019-12-02 | 부산대학교 산학협력단 | 모듈러 부재용 연결 유닛 및 모듈러 구조물의 시공 방법 |
KR102055981B1 (ko) * | 2017-09-26 | 2019-12-13 | 부산대학교 산학협력단 | 모듈러 부재용 연결 유닛 및 모듈러 구조물의 시공 방법 |
KR101994852B1 (ko) * | 2017-11-21 | 2019-07-01 | 한국건설기술연구원 | 매립된 격자보강재를 갖는 보강패널을 이용한 콘크리트 구조물 및 그 보수 및 보강 방법 |
BR202017026689U2 (pt) * | 2017-12-11 | 2019-06-25 | Fernando Rodrigues Gemin | Processo de protensão por meio de barras protentidas de concreto ativadas a partir do meio da barra |
WO2019175065A1 (de) | 2018-03-15 | 2019-09-19 | Re-Fer Ag | Verfahren zum erstellen einer vorspannung an einem bauteil aus stahl, metall oder einer legierung, mittels einer sma-platte sowie ein derart vorgespanntes bauteil |
CN108625617B (zh) * | 2018-05-16 | 2023-11-10 | 河北建筑工程学院 | 孔洞填充支架及填充方法 |
KR102003670B1 (ko) * | 2018-08-03 | 2019-07-25 | 한국건설기술연구원 | 텍스타일 그리드 고정장치를 이용한 텍스타일 보강 콘크리트 구조물 및 그 시공방법 |
DE102019128494A1 (de) * | 2018-11-22 | 2020-05-28 | Fischerwerke Gmbh & Co. Kg | Spannelement zur Verstärkung eines Bauteils im Bauwesen und Verfahren zur Einleitung einer Druckspannung in ein Bauteil |
DE102018129640A1 (de) | 2018-11-23 | 2020-05-28 | Thyssenkrupp Ag | Verfahren zum Vorspannen eines Bauwerks mit einer Spannvorrichtung und Verwendung einer solchen Spannvorrichtung zum Befestigen an einem Bauwerk |
CN109826084A (zh) * | 2019-02-21 | 2019-05-31 | 广东省水利水电科学研究院 | 一种渡槽渗漏修复方法 |
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RU190218U1 (ru) * | 2019-04-17 | 2019-06-24 | федеральное государственное бюджетное образовательное учреждение высшего образования "Донской государственный технический университет" (ДГТУ) | Конструкция усиления железобетонной многопустотной плиты перекрытия |
FR3096382B1 (fr) * | 2019-05-23 | 2021-05-21 | Soletanche Freyssinet | Procédé de renforcement d’une structure. |
US11697944B2 (en) * | 2019-10-16 | 2023-07-11 | The Board Of Trustees Of The University Of Illinois | Method to strengthen or repair concrete and other structures |
CH716796A2 (de) * | 2019-11-12 | 2021-05-14 | Re Fer Ag | Verfahren zum Erstellen von mit Profilen aus superelastischen Formgedächtnislegierungen verstärkten Betonbauwerken sowie Betonbauwerk mit solchen Profilen. |
EP3845354A3 (de) * | 2019-12-10 | 2021-09-15 | Wobben Properties GmbH | Verfahren zum herstellen von segmenten für einen turm, vorgespanntes segment, turmring, turm, windenergieanlage sowie vorspannvorrichtung |
WO2021118902A1 (en) * | 2019-12-13 | 2021-06-17 | The Board Of Trustees Of The University Of Illinois | Concrete product comprising an adaptive prestressing system, and method of locally prestressing a concrete product |
DE102020115941A1 (de) | 2020-06-17 | 2021-12-23 | Universität Kassel | Verfahren zur Nutzung von Auslagerungseffekten mit dem Ziel der Erhöhung der Spannung und/oder der Begrenzung des Spannungsverlustes von Vorspannelementen aus einer Formgedächtnislegierung |
RU2765004C2 (ru) * | 2020-06-30 | 2022-01-24 | Игорь Алексеевич Иванов | Способ натяжения арматуры, изготовленной из металла с памятью формы, в железобетонных конструкциях |
CN112081242B (zh) * | 2020-09-30 | 2022-05-13 | 东南大学 | 设置形状记忆合金筋材的装配整体式梁柱节点及施工方法 |
KR102300812B1 (ko) * | 2020-12-14 | 2021-09-13 | 한국건설기술연구원 | 그리드 보강재와 무수축 그라우트를 이용하여 보강되는 콘크리트 구조물 및 그 보강 방법 |
CN112832145B (zh) * | 2021-01-08 | 2022-04-29 | 福建工程学院 | 一种镍钛铌记忆合金纤维线外贴预制预应力板及施工方法 |
CN113123630B (zh) * | 2021-04-12 | 2022-09-23 | 陕西省建筑科学研究院有限公司 | 一种木结构腐朽榫卯节点的加固方法 |
CN113914362B (zh) * | 2021-09-30 | 2023-11-14 | 国网北京市电力公司 | 形状记忆合金驱动纤维增强聚合物材料、其制备方法及应用 |
CN114059791A (zh) * | 2021-11-12 | 2022-02-18 | 中国电建集团华东勘测设计研究院有限公司 | 一种预应力混凝土技术加固加高圆形构筑物水池的方法 |
CN114351604B (zh) * | 2022-02-28 | 2023-12-22 | 长沙理工大学 | 一种基于现场放张施加体外预应力的装置及桥梁加固方法 |
CN115416133B (zh) * | 2022-09-13 | 2023-11-03 | 河南工程学院 | 利用异形钢纤维的水泥基材料3d打印装置及打印方法 |
CN115897569A (zh) * | 2022-11-29 | 2023-04-04 | 成都理工大学 | 一种基于镍钛记忆合金的可回收预应力锚索组件 |
CN116288061B (zh) * | 2023-03-14 | 2024-07-02 | 钢研晟华科技股份有限公司 | 一种1000MPa级超高强度耐蚀钢筋及其制备方法 |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5093065A (en) * | 1987-06-02 | 1992-03-03 | General Atomics | Prestressing techniques and arrangements |
WO1996012588A1 (en) * | 1994-10-19 | 1996-05-02 | Dpd, Inc. | Shape-memory material repair system and method of use therefor |
GB2358880A (en) * | 2000-01-12 | 2001-08-08 | Stuart Ian Jackman | Method for reinforcing material |
US7224099B2 (en) * | 2004-04-20 | 2007-05-29 | Elliptec Resonant Actuator Aktiengesellschaft | Molded piezoelectric apparatus |
CN100445499C (zh) * | 2005-07-27 | 2008-12-24 | 同济大学 | 智能预应力系统 |
JP5013404B2 (ja) | 2006-12-04 | 2012-08-29 | 株式会社竹中工務店 | プレストレス導入用の自己収縮性横筋、この横筋を用いた外郭プレキャスト材、及びコンクリート構造物の製造方法 |
EP2141251B1 (de) * | 2008-06-25 | 2016-12-28 | EMPA Dübendorf | Auf Eisen, Mangan und Silizium basierende Formgedächtnislegierungen |
KR20110006072A (ko) * | 2009-07-13 | 2011-01-20 | 최은수 | 콘크리트 수화열과 형상기억합금을 이용한 철근콘크리트 휨부재의 균열제어 구조 |
CN201713959U (zh) * | 2010-04-02 | 2011-01-19 | 陈云 | 新型可拉压钢筋混凝土支撑 |
CN101962978A (zh) * | 2010-10-20 | 2011-02-02 | 同济大学 | 一种形状记忆合金锚固体系 |
CH706824B1 (de) * | 2012-08-14 | 2016-10-14 | S & P Clever Reinforcement Company Ag | Verankerungssystem für einen Traggrund im Bauwesen, sowie Verfahren zum Anbringen und Vorspannen eines Ankerstabes. |
KR101228754B1 (ko) | 2012-08-16 | 2013-02-12 | 주식회사 원준하이테크 | 조적조 칸막이 벽의 내진보강방법 |
-
2013
- 2013-04-08 CH CH00732/13A patent/CH707301B1/de unknown
-
2014
- 2014-03-17 CA CA2908895A patent/CA2908895C/en active Active
- 2014-03-17 EP EP14716745.6A patent/EP2984197A2/de active Pending
- 2014-03-17 CN CN201480032807.1A patent/CN105378129B/zh active Active
- 2014-03-17 KR KR1020157032120A patent/KR102293794B1/ko active IP Right Grant
- 2014-03-17 WO PCT/CH2014/000030 patent/WO2014166003A2/de active Application Filing
- 2014-03-17 US US14/783,359 patent/US9758968B2/en active Active
Non-Patent Citations (2)
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Also Published As
Publication number | Publication date |
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WO2014166003A3 (de) | 2015-04-02 |
WO2014166003A2 (de) | 2014-10-16 |
KR102293794B1 (ko) | 2021-08-25 |
CH707301B1 (de) | 2014-06-13 |
US20160053492A1 (en) | 2016-02-25 |
CN105378129A (zh) | 2016-03-02 |
CN105378129B (zh) | 2017-11-10 |
CA2908895A1 (en) | 2014-10-16 |
KR20160037836A (ko) | 2016-04-06 |
US9758968B2 (en) | 2017-09-12 |
WO2014166003A4 (de) | 2015-05-28 |
CA2908895C (en) | 2019-07-23 |
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