• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
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  • 优先权
    • 专利摘要:
    The invention relates to a device (20) for testing the flexibility of bituminous bonded sealing layers, in particular of asphalt concrete surface gaskets, comprising a support plate (27) for supporting an asphalt test specimen (30) to be tested, the support plate (27) centered in a circular recess (28). with a concavely rounded upper edge (29) and the inside diameter (s) of the recess (28) corresponds to a width (s) of a settlement depression of the asphalt specimen (30). Above the asphalt specimen to be tested (30), a pressing device (24) acting thereon is arranged, wherein underneath the support plate (27) and concentrically with the recess (28) there is arranged a vacuum vessel (21) open to the recess (28) a negative pressure device (34) communicable connectable. In addition, a test method according to the invention for the flexibility test is specified in which the test device (20) according to the invention is used.
    公开号:AT519477A4
    申请号:T50546/2017
    申请日:2017-07-03
    公开日:2018-07-15
    发明作者:Ing Dr Techn Mathias Smesnik Dipl
    申请人:Univ Wien Tech；
    IPC主号:
    专利说明:

    Apparatus and method for flexibility testing of bituminous bound
    sealing layers
    The present invention relates to a device for flexibility testing of bituminous bound sealing layers, in particular of surface seals made of asphalt or asphalt concrete, which comprises a support plate for supporting an asphalt specimen to be tested, wherein the support plate in the center has a circular recess with a concave rounded upper edge and the inside diameter of the clear Recess corresponds to a width of a settlement depression of the asphalt specimen. In addition, a test method for flexibility testing is specified in the context of the invention, in which the test device according to the invention is used.
    Surface seals made of asphalt or asphalt concrete are characterized by their high deformability, without being damaged by cracking or the like. This high deformation capacity of the sealing layers is referred to below as flexibility. Furthermore, a distinction is not made between asphalt and asphalt concrete. Due to the high flexibility of asphalt concrete, this material is ideal for sealing construction in water and landfill construction. The flexibility is a measure of the harmless deformability or deformation of asphalt concrete surface seals due to settlement depressions. The damage to be compensated without damage, for example, in dam construction caused by temperature changes and by dams. The flexibility of asphalt surface seals is adversely affected by aging processes, aging resulting in embrittlement and stiffening of the asphalt concrete, especially the binder (bitumen) contained therein. The process of aging is cumulative, irreversible, and is divided into short-term and long-term aging.
    Flexibility tests, ie the testing of flexibility properties of asphalt surface seals, are of interest throughout the life cycle of these gaskets. Thus, such flexibility tests are to be carried out, for example, in the suitability testing of asphalt concrete or a corresponding sealing material in the material design process and before their application or application to be sealed surfaces or structures. In addition, flexibility checks are required to verify the correct production of surface seals and to monitor the condition of existing surface seals. It should be noted that the applied manufacturing process by thermal and related oxidative processes directly affects the material flexibility of such surface seals. In case of damage, possible causes of damage can be identified by means of suitable flexibility checks and avoided in the future. In addition, flexibility checks are important for planning remediation and maintenance of surface seals.
    Different methods of measurement are known for testing surface seals. For example, document DE 3814132 A1 discloses a method for determining the tightness or for determining the permeability of surface seals made of asphalt concrete using infrared thermography. This is a non-destructive method using a thermal imaging camera, whereby differences in the heat radiation and the temperature distribution of the surface seal to be examined by infrared thermography are made visible. In order to show the qualitative distribution of the different temperatures of the sealing surface, thermograms produced by infrared cameras may be sufficient. In order to also be able to quantitatively assess leaks in the surface seal, it is expedient to additionally include images of the isotherms. Where as reference values, the reference temperatures of the surface seal must be determined and their thermal images are to be compared with those of the remaining seal sections. A direct material test, ie a direct examination of a specimen, is not provided in this method. Due to the complex and inaccurate measurement method, however, this method has not yet prevailed.
    The document CN 202330170 U shows a device for determining the storage modulus of asphalt concrete. The dynamic modulus of elasticity, ie the stiffness under dynamic loading of the asphalt or asphalt concrete, is determined. A flexibility test of the material to be examined in order to obtain information on how far a seal made of asphalt concrete can be deformed until leaks occur is not possible with this device for determining the storage modulus and also not provided. Asphalt concrete surface sealing systems are for the most part not subject to dynamic loads with high frequencies, the majority of the effects are static.
    To determine the flexibility of surface seals during their suitability test, the flexibility test according to van Asbeck prevailed many years ago. A detailed description of this flexibility test or the test equipment required for this purpose can be taken from the publication by van Asbeck, WF: "Bitumen in Hydraulic Engineering", Volume 1, London 1955, Shell Petroleum Co. In this experiment, according to van Asbeck, a circular plate is used of the sealing lining to be tested with a diameter of 50 cm in a pressure pot on a sand pad or
    Glass bead underlay laid, the sealing covering by mastic, bitumen, etc. sealed against the side walls of the pressure pot, then deformed by water pressure with simultaneous discharge of the sand or glass beads to a settling recess and at the same time checked for leaks. The depth of the still watertight settlement depression h which can be achieved under these conditions is used as a measure of deformability, based on the depression s, and is used with a limit value h / s = 1/10 for assessing sufficient deformability of the seal covering to be tested. Of the
    Limit h / s = 1/10 is a test condition in various relevant directives.
    Hans Haas has criticized this in his article "For deformability of
    Asphalt asphalt coverings ", published in the journal Bitumen, issue 4 (1992), pages 163-166." Although the van Asbeck experiment, which has been known for a long time in asphalt hydraulic construction, after considering some corrections, corresponds in principle to the circumstances in the production of corresponding surface seals. However, in the van Asbeck model experiment, the area enlargements or elongations imposed in the formation of settlement depressions are adjusted equally for all wells of equal depth-to-width ratios, whereby the bending stresses associated with the well formation are greatly exaggerated in the comparatively small model wells This deviation from reality is still small, but as the ratio value h / s is increased from the troughs depth h and the trough width s, the bending stress in the model body develops to the dominant stress prevailing in the model experiment of the gasket covering to be tested, whereas it remains largely insignificant in practical well widths (see Haas, H .: "On the deformability of asphalt gaskets", Bitumen 4/92, page 166).
    The decisive in sealing gaskets type of deformation is thus generated by settlement depressions, with their shape and not their absolute size cause the decisive stresses.
    In addition, it is disadvantageous in this test set-up according to van Asbeck that the asphalt concrete sealing plate must be densely compacted as a sealing covering to be tested within the pressure pot or sealed against the wall of the pressure pot. Anyway, this is time consuming and labor intensive. Precise control options for checking or controlling the compaction work and thus a possibility of correction in order to create a reference to the actual installation process of the sealing covering using suitable compacting machines during the flexibility test are not provided in the flexibility test according to van Asbeck. Thus, with the flexibility test according to van Asbeck, no real influences of different laying and compaction techniques and the resulting compaction energies of sealing slips on the construction site of, for example, a landfill or a dam with asphalt concrete surface seal can be taken into account.
    In addition, it is disadvantageous in the experimental setup according to van Asbeck that air conditioning, ie testing of the Asphalt concrete specimen in varying temperature ranges is not provided or is very difficult to carry out. For this purpose, the entire experimental setup would have to be carried out in a climate chamber, which would be very complicated due to the large dimensions of the experimental setup. The test of the permeability of the specimen inside the pressure pot is carried out by means of pressurized water. Due to the thermo-viscoelastic material behavior of asphalt concrete, a test in varying temperature ranges is of essential importance. Moreover, the test specimens in the experimental setup according to van Asbeck are neither visible nor accessible during the measurement, which is why a continuous monitoring or digital recording of the force-deformation behavior of the specimen during the measurement is disadvantageously not possible.
    The present invention therefore has as its object to provide for a flexibility test of bituminous bound sealing layers, binder layers or base layers, in particular of surface gaskets made of asphalt concrete of the type mentioned a test device which avoids the known from the prior art disadvantages. This object is achieved with a test device according to the preamble of claim 1 with the features of the characterizing part of claim 1. The subclaims relate to further particularly advantageous embodiments of the invention.
    According to the invention, in a generic device for flexibility testing of bituminous bonded sealing layers, in particular of asphalt concrete surface seals, of the type mentioned above arranged on the asphalt sample to be tested and arranged on this pressing means and at least one sealing means for sealing a sealing plane between the asphalt specimen to be tested and the support plate provided, wherein below the support plate and concentric with the recess, a pressure vessel open to the recess is arranged, which communicating with a vacuum device is connectable.
    The clear inner diameter of the recess forms the width of a settlement depression below the asphalt test specimen, wherein the recess allows a deformation of the asphalt specimen to a settlement depression due to the free diameter. Furthermore, a pressing device acting on this, which produces an isotropic pressure is arranged above the asphalt sample to be tested. Below the platen and concentric with the recess disposed a negative pressure vessel open to the recess, which is connected during operation with a vacuum device, such as a vacuum pump or vacuum pump, communicating.
    Advantageously, a test device according to the invention has a support plate with a circular recess which is concavely rounded at its upper edge. Conveniently, the test device further comprises corresponding housing components or tripods, which fix, among other things, the support plate in its position preferably in a horizontal position. Such housing components such as tripods, racks or the like, which are usually required for the construction of a test stand and the necessary can be quickly disassembled, are well known to those skilled, so details of such housing components will not be discussed further.
    An asphalt specimen to be tested is dimensioned in its base so that it rests flat on the support plate and overlaps the central recess and at the same time seals it with the at least one sealing means between the support plate and the specimen. It can be examined with the test device according to the invention both suitability tests for bituminous bound Dichtungsmateriahen, as well as asphalt specimens from existing surface seals. The asphalt test specimen can be prepared beforehand in the laboratory or on a construction site on a sample field in coordination with the correspondingly planned compaction work. In conjunction with methods for artificial material aging, so-called short-term aging methods, it is also possible to obtain with the test device according to the invention forecasts for the flexibility development of ready installed asphalt concrete gaskets. This refers to test samples prepared in the laboratory. By machine compaction of the asphalt specimens to be tested in a roller segment compactor, the real compaction work or energy can be realistically imaged in the flexibility test depending on the compacting device used on the construction site.
    If necessary, a prepared asphalt specimen can also be cut at its edges to be placed on the support plate with their predetermined dimensions, without exceeding the support plate. After placing the undeformed asphalt specimen on the support plate, a pressing device acting on this is arranged above the test specimen to be tested, which is preferably attached to a housing part of the test apparatus. Preferably, an isotropic test pressure is generated by the pressing device. During a flexibility test, different pressures can be imposed as loads on the top of the asphalt specimen with the aid of the pressing device in any predefined load cycle. With these pressure loads, real load situations can be simulated in the test mode in a load cycle, as they act in reality on a surface seal made of asphalt concrete, for example, in water or landfill construction. For example, the accumulation process of a reservoir, water level fluctuations in a pumped storage reservoir or the filling process of a landfill can be simulated by the test device during a flexibility test of the surface seal.
    In comparison with the known test apparatus according to van Asbeck in a test device according to the invention particularly advantageous no pressure pot together with hermetically closing lid required within which the asphalt specimen to be examined laboriously installed and sealed. The test device according to the invention can thus be designed to be particularly compact and thus can be accommodated particularly advantageous in standard climate chambers, which are usually present in each test laboratory. Thus, test devices according to the invention can also be used in parallel for a large number of experiments. Thus, with the testing device according to the invention, flexibility tests of asphalt concrete gaskets under different temperature and climatic conditions can also be carried out. Thus, it is possible, for example, with the test device according to the invention in combination with a standard climate chamber to perform flexibility tests of seal specimens at real test temperatures of about -30 ° C to 80 ° C.
    In addition, in a test device according to the invention is advantageous that below the platen and concentric with the recess a recess open to the vacuum vessel is arranged, which communicates with a vacuum device is connected. Thus, the permeability or tightness of the asphalt test specimens can be determined by suppressing air by pressure equalization in the event of cracks in the specimen. Due to the higher air permeability compared to water, the test method according to the invention for flexibility testing is therefore also more conservative than the test methods known from the prior art, such as that according to van Asbeck, in which the water-tightness of the surface seal is tested.
    Particularly advantageously, in a test device according to the invention, the pressing device comprise at least one pressure pad, which pressure cushion at least partially abuts an upper side of the asphalt specimen to be tested. Preferably, the at least one pressure pad lies on the entire surface of that upper side of the asphalt body, which is located above the recess of the support plate during the flexibility test and forms the side facing away from the support plate side of the asphalt body. Preferably, the at least one pressure pad is a compressed air pad. Usually referred to as pressure pads (also called lifting bags, lifting cushions, compressed air cushions or pneumatic lifting sets) are two rubber / fabric mats connected to the edges (vulcanized or closed with clamping plates), or hoses which are filled or inflated with compressed air as standard and then filled so can use for lifting loads. Pressure and lifting cushions are part of the flexible pneumatic technology with inflatable elements. Instead of compressed air or in addition to the use of water pressure for filling a pressure pad is possible. At high pressures above 10 bar, however, the use of a water / glycol mixture is required instead of water, this is recommended by the manufacturers of such lifting bags.
    In this embodiment, the load of any load cycle by one or more pressure pads, preferably compressed air cushion, impressed on the asphalt specimen of the test apparatus. The at least one pressure pad is positioned above the asphalt specimen and is located on the upper side, preferably over the entire surface. Advantageously, a press plate, which is attached to the opposite side of the pressure pad, for example, on a housing part of the test device, contribute to a particularly uniform pressure distribution of the pressure pad on the underlying test specimen as soon as it is inflated, for example by means of compressed air. In this exemplary embodiment, therefore, the at least one pressure pad or compressed air cushion is arranged between a press plate and the asphalt test specimen to be examined.
    Appropriately, in a test device according to the invention with the pressing device, a test overpressure of 0 bar to 15 bar, preferably from 0 bar to 8 bar, more preferably from 0 bar to 3 bar, be adjustable, the test pressure acting on the top of the asphalt sample to be tested , Thus, with the testing device depending on the equipment of the press device used, both water pressures of up to 15 bar can be simulated. Likewise, flexibility tests with a standard test pressure of up to 3 bar can be carried out, as is also the case with the test apparatus according to van Asbeck. By using digital pressure transducers known per se, the actual test overpressure can be recorded in real time and recorded and evaluated by means of suitable evaluation devices together with the corresponding measurement data acquisition software.
    The test equipment continuously records test pressure, deformation and negative pressure and sends it in real-time to a PC where parameters are monitored and recorded.
    In a preferred embodiment of the invention, at least one sensor for deformation detection of a depth of a settlement depression of the deformed asphalt specimen can be arranged in a test device within the suction vessel. In this embodiment variant, one or more sensors are used for constant deformation detection of the deformed asphalt specimen. Suitably, at least one such deformation sensor is arranged within the vacuum vessel open at the top and in contact with the underside of the asphalt specimen. During the flexibility test, the asphalt specimen in the region of the circular recess in the support plate is deformed by the load acting on the pressing device, whereby a settlement depression with a certain depth is formed. Advantageously, the force-deformation behavior in the center of the asphalt specimen is digitally detected by the at least one sensor for deformation detection, and the sensor signals are usually recorded and evaluated by a computer by means of a corresponding measurement data acquisition software. Advantageously, it is thus possible to record and evaluate in real time the deformation process of the tested asphalt specimen, depending on the particular load cycle selected. In parallel, visual monitoring of the deformation can be accomplished by means of a digital video camera integrated in the vacuum vessel.
    In a further preferred embodiment of the invention, in a test device within the lower pressure vessel and / or a Saugleitungsanschlusses the
    Vacuum device to be arranged at least one sensor for pressure detection. With a digital sensor for pressure detection, which is also intended to absorb negative pressures, it is advantageously possible to carry out a leak test of the experimental setup even before the commencement of a flexibility test. For this purpose, in the suction vessel, which is arranged below the circular recess in the support plate, and which is covered or sealed above the support plate with the test specimen to be examined, generated by means of a vacuum device such as a vacuum pump, a corresponding negative pressure. During a defined period of time, for example of a few minutes, the set negative pressure is checked in order to be able to detect possible leaks in the experimental setup. Likewise, before the start of the test, ie before the actual load cycle starts, a previously defined suppression in the vacuum vessel can be set. In addition, during the test procedure, the negative pressure in the suction vessel can be digitally recorded by the at least one digital sensor for pressure detection. Usually, the digital sensor signals are recorded and evaluated by a computer by means of a corresponding measurement data acquisition software. Advantageously, the change in the negative pressure and thus the tightness in the vacuum vessel of the tested asphalt specimen can thus be detected and evaluated in real time, depending on the particular load cycle selected.
    Expediently, further test parameters, such as, for example, the temperature and / or air humidity during the flexibility test, can be digitally recorded with corresponding measuring devices, such as measuring sensors. Temperature sensors are usually electronic components that provide an electrical signal as a measure of the temperature. A measuring sensor, also referred to as a detector, transducer or sensor, is a technical component that determines the physical (eg amount of heat, temperature, humidity, pressure) or chemical properties and / or quality of the environment can measure quantitatively as a measured variable. These quantities are detected by means of physical or chemical effects and converted into a further processable electrical signal. For measurement technology, the term transducer or measured value pickup is used in DIN 1319-1 and defined as the part of a measuring device which responds directly to a measured variable. This makes the transducer the first element of a measuring chain. According to DIN 1319-2, the transducer is one of the transducers, with the same physical size at the input and output also to the transducers. The delimitation of the terms measuring sensor and measuring transducer, measuring sensor, measuring device, measuring device, etc. is fluent because the measuring sensor in addition to the actual transducer partially associated with other elements of the measuring chain.
    It may be particularly useful if the vacuum vessel is at least partially transparent in a test device according to the invention. Cracking images, which can occur on the underside of the asphalt specimens to be examined when they are deformed, can already be observed during their formation in this embodiment. For example, video cameras can be used to record the formation of the settlement depression from outside through the suction vessel. Likewise, a camera can also be arranged directly in the vacuum vessel.
    Advantageously, in a test device according to the invention, the asphalt test specimen to be examined may have a square base area, with a side edge length of the asphalt specimen of from 200 mm to 500 mm, preferably 250 mm. Particularly square can also square in the test device according to the invention
    Be tested asphalt specimens, which are much easier to produce or cut out of a test field or an existing surface seal than those in the experiment according to van Asbeck compulsory circular specimen with a diameter of 500 mm. Preferably, in the test method according to the invention square asphalt test specimens can be tested, which have a side edge length of 250 mm. The thickness of such a prismatic asphalt specimen depends on the actual, real sealing height of the planned asphalt surface seal. In this case, the clear inner diameter of the recess in the support plate is selected, for example, 150 mm. The tightness of the asphalt test specimen is related to the depression width s at a maximum depression depth h of the settlement depression, which corresponds to the selected inner diameter of the recess in the support plate. As a measure of deformability is analogous to the test method according to van Asbeck a limit value of the ratio of depth to width of the settlement trough in the asphalt test specimen h / s = 1/10 used to assess sufficient deformability of the gasket to be tested. With a selected inner diameter of the recess or a width s of the settlement trough of 150 mm, a depth h of the settlement trough of at least 15 mm is considered as a criterion for a positive flexibility test if the deformed asphalt test specimen is still dense during this deformation.
    It is noted that in addition to this final state, which does not end with a deformation of the asphalt specimen up to 1/10 of the free inner diameter of the test apparatus used, any other final states of the flexibility test can be defined.
    In a further expedient embodiment according to the invention, in a testing device, the at least one sealing means for sealing a sealing plane between the asphalt specimen to be tested and the support plate can be selected from a group comprising: sealing membrane, sealing membrane made of plastic, sealing ring, sealing paste, foam seal, bitumen seal.
    The use of a sealing membrane as a sealant between the asphalt specimen and the support plate has the advantage that it is reusable, does not hinder the specimen during installation and removal in the test apparatus and has a high density. However, it is a prerequisite that the support plate provides a flat, flat bearing surface in order to use such a sealing membrane can. For this reason, pairings of bearing surfaces made of metal and sealing membranes made of plastic have proven successful in previous investigations. Alternatively or in addition, for example, one or more sealing rings can be used, which are preferably placed concentrically to the circular recess and spaced therefrom on the support plate. Optionally, the sealing effect of such sealing rings can be further increased by the use of sealing paste. Likewise, in the context of the invention, support plates can be used which have corresponding sealing grooves for partially receiving sealing means, such as sealing rings. The use of sealing materials on a bituminous basis in turn has the advantage that these sealants are very cost-effective and ensure high tightness. Furthermore, the specimens to be examined need not be very flat, since the bitumen seal compensates for unevenness. The disadvantage here, however, that the installation and removal of Bitumendichtungen is complicated and makes a certain cooling phase before the actual start of a Flexibility test required.
    Furthermore, it is one of the objects of the invention to provide a test method for flexibility testing, in which the test device according to the invention is used. This object is achieved by a test method having the features of claim 9.
    A method according to the invention for the flexibility testing of bituminous bonded sealing layers, in particular of surface coatings made of asphalt concrete, comprises the following method steps: -a provision of a test device according to one of claims 1 to 8; -b- applying at least one sealant to a platen having a centrally located circular recess, the sealant being spaced from the recess; -c- placing an asphalt specimen to be tested on a support plate, wherein a bottom of the asphalt specimen covers a circular recess arranged centrally in the support plate; -d- placing a pressing device on top of the asphalt specimen; -e Applying a negative pressure in a vacuum vessel below the recess of the support plate; Performing a tightness control of the experimental set-up by controlling the negative pressure in the vacuum vessel during a defined time interval, the suppression should remain constant, performing a defined load cycle by pre-defined test overpressures by the press means preferably isotropically on top of the asphalt specimen and / or defined negative pressures act on the underside of the asphalt specimen, -h- detecting the force-deformation behavior of the asphalt specimen during the loading cycle by means of one or more measuring sensors, preferably deformation sensors, pressure sensors and / or temperature sensors, -i Optional recording of the force-deformation behavior of the asphalt specimen during the loading cycle by means of at least one video recording.
    The advantages and advantageous effects already mentioned above for the test device according to the invention apply mutatis mutandis to the test method according to the invention. In the method according to the invention for the flexibility testing of bituminous bonded sealing layers, in particular of asphalt concrete surface seals, either an asphalt test specimen produced in the laboratory or an asphalt test specimen taken from an already produced surface seal is artificially deformed with pressure until it becomes leaky due to deformation cracks and through this Air can flow through. Upon reaching this final state, inter alia, the deformation is measured - in accordance with the above-mentioned tightness criterion 1/10-whereby the test specimen is destroyed during the test.
    In a further development of the test method according to the invention, a pressing device is provided, which comprises at least one pressure pad, preferably a compressed air pad, wherein the at least one pressure pad at least in sections, preferably over the entire surface, is arranged adjacent to an upper side of the asphalt specimen to be tested and during the loading cycle on the Top of the asphalt specimen acting test overpressures are caused by the pressure pad. Advantageously, by using one or more pressure pads directly at the top of the asphalt sample to be tested a corresponding test pressure can be impressed without the entire asphalt specimen including the platen must be placed in a pressure pot under pressure, as in the apparatus according to van Asbeck Case is.
    In summary, at least the following advantages of the test method according to the invention should be emphasized in comparison with the flexibility test according to van Asbeck:
    Defined specimen geometry and defined properties of the asphalt specimen (for example regarding compaction work, void content, etc.);
    The asphalt specimens can be produced in coordination with the planned real compaction work on the construction site. In any case, there are two options for producing an asphalt test specimen: on the basis of the test, minimum requirements for the compaction equipment on the construction site are defined, or the mix and its compactability are developed, compacted and tested depending on the available equipment;
    Due to the flexible test specimen production, these correspond to the expected asphalt properties of the finished seal in reality;
    Can be combined with a material aging process to simulate production-related material embrittlement and the associated effects on the sealing properties. Thus, requirements for the manufacturing process of the gasket can be defined (e.g., maximum material manipulation time, mixing temperature, machine types, etc.);
    The test method according to the invention can be used for the suitability testing of bituminous bonded surface seals (mix design) as well as for the assessment in different aging conditions during the lay time of surface seals and directly after their completion (quality control);
    Digital representation of the test specimen behavior (force deformation behavior etc.) during the load cycles in real time;
    The permeability (tightness) of the specimens is determined by means of negative pressure (air) (air permeability is higher than that of water);
    Any loads or load cycles for different applications of the asphalt surface seal (eg: seals of water reservoirs, seals for landfills, etc.) can be defined;
    With the test method according to the invention very variable test temperatures (thermo-viscoelastic material behavior of asphalt concrete) are possible;
    Realistic mapping of material properties;
    Extremely short test duration in the test method according to the invention in comparison with the test according to van Asbeck; quick and easy installation and removal of the specimen, whereas in the test procedure according to van Asbeck the hardened asphalt test specimen must be prized out of the pressure pot after completion of the flexibility test; High reproducibility of the flexibility checks, since these run as automated as possible.
    Further details, features and advantages of the invention will become apparent from the following explanation of an embodiment schematically illustrated in the drawing. In the drawings: Fig. 1 is a side sectional view of those known in the art
    Testing device according to van Asbeck; - Fig. 2A in a sectional side view of an embodiment of an inventive
    Test device for flexibility testing with asphalt specimen to be tested before the start of the test; FIG. 2B is a side sectional view of the embodiment of a flexibility tester according to the invention shown in FIG. 2A after completion of the test; FIG. - Fig. 3 in a plan view of the embodiment shown in Fig. 2A of an inventive
    Testing device for flexibility testing without asphalt specimens; 4 shows a front view of an experimental arrangement of a device according to the invention
    Test device for flexibility testing including peripheral equipment.
    In Fig. 1 a known test device 1 is illustrated by van Asbeck. The test apparatus 1 comprises a cylindrical pressure pot 2 with a lid 3, which can be closed pressure-tight by means of screw caps 4. In the interior of the pressure pot 2 space is provided for a test about circular disk-shaped specimen made of asphalt concrete, which is sealed with a lateral seal 5, for example, mastic asphalt, bitumen or mastic asphalt against the cylindrical inner wall of the pressure pot 2. A support ring 6, which is made here for example of epoxy resin, serves as an annular support for the test specimen to be tested. The support ring 6 has an outer diameter which corresponds to the inner diameter of the pressure pot 2. The support ring 6 has a concave rounding to the central inner recess, which serves as a settlement trough 7 at the bottom of the test specimen to be tested during the experimental procedure described below. In addition, a discharge valve 8 and in the lid 3 of the pressure pot 2, a pressure valve port 9 are provided on the underside of the pressure pot 2. The pressure valve connection 9 serves to fill the closed pressure pot 2 with water and compressed air and here also includes, for example, a water level indicator and a pressure gauge, which are not shown in FIG. 1 for the sake of clarity. During the test procedure of the flexibility test according to van Asbeck, within the pressure pot 2 there is an asphalt test piece 10 to be tested with a diameter D of 500 mm. The circular disk-shaped asphalt test specimen 10 must be placed dog-like on the support ring 6 within the pressure pot 2 and pressed against it. Whereby a uniform annular gap between the
    Asphalt test specimen 10 and the inner wall of the pressure pot 2 remains free. Subsequently, the annular seal 5 is filled in the annular gap between the cylindrical inner wall of the pressure pot 2 and the asphalt test specimen 10 and sealed this dog by pressing. As a sealing material 5, for example, heated mastic asphalt or mastic asphalt is used, which becomes liquid at temperatures above about 50 ° C due to the high bitumen content. Adversely, the liquid bitumen already several hours before
    Start of the experiment must be potted in order to meet in time for the start of the experiment in the cooled state and its sealing effect.
    The area of the pressure pot 2 below the asphalt specimen 10 is filled flat with a support material 12 at the beginning of the experiment. The drain valve 8 is initially closed. As a support material 12 are preferably used small glass beads or sand. The inner recess of the support ring 6 has an inner diameter of 300 mm, which corresponds to a width s of the settlement trough of the asphalt specimen 10. At the beginning of the experiment, therefore, the deformed disk-shaped asphalt test specimen 10 is continuously supported: at its outer edge portion, the asphalt specimen 10 rests on the bearing ring 6, while the middle or inner region of the asphalt specimen 10 initially rests on the filled-in bearing material 12.
    After closing the lid 3 of the pressure pot 2, the interior located above the asphalt specimen 10 is filled with water 13. The pressure in the closed pressure pot 2 above the Asphalt Specimen 10 located water 13 is set with compressed air under an initial pressure, for example, up to 3 bar overpressure. Subsequently, the discharge valve 8 is opened and the support material 12 is continuously discharged at a defined discharge rate during a defined time interval, whereupon a subsidence trough 7 with a depth h, for example 50 mm deep, forms below the asphalt specimen 10. The concave contour of the settlement trough 7 is shown in FIG. The excess water pressure above the Asphalt Specimen 10 is then kept constant during a defined further period of time, for example, 5 hours, during which the Asphalt Specimen 10 deformed due to the lack of support in the settlement depression 7 and takes about as deformed Asphalt Specimen 11 as the contour of the settlement depression 7.
    As already mentioned, the circular or disc-shaped asphalt test specimen 10 can be produced disadvantageously in the circularity or disc-shaped asphalt specimen 10 due to the required dimension with a diameter D of 500 mm only by means of manual compression in its circular cylindrical shape. In addition, it is disadvantageous in this flexibility test according to van Asbeck that no precise possibility of controlling the compaction work in the preparation of the Asphalt Specimen 10 and thus no relation to the actual installation process on the site using an appropriate machinery are provided. The removal of a representative asphalt specimen 10 from an existing seal, for example, a dam or landfill is due to the required size and the circular cut not or only very difficult with extremely high technical complexity possible.
    Furthermore, it is disadvantageous that the test apparatus 1 according to van Asbeck is very heavy and has comparatively large dimensions. Only the pressure pot 2 together with the lid 3 has, for example, an outer diameter of about 700 mm and an outer height of about 1000 mm and a curb weight of about 100 to 200 kg. Accordingly, for carrying out flexibility tests according to van Asbeck at different temperatures, a correspondingly large climate chamber would have to be present, in which the entire testing device 1 finds room, which, although technically possible, is impractical and, at any rate, expensive. Why such experiments are usually carried out only at room temperature.
    In any case, due to the pressure medium used here, water 13 is the temperature range for flexibility tests according to van Asbeck limited, since the freezing point temperature of water at 0 ° C must not be exceeded. Conversely, it should be noted that the bitumen in the sealing material 5 already at temperatures above 50 ° C is low viscosity or begins to liquefy. Why flexibility tests according to van Asbeck can no longer be carried out reliably at temperatures above 50 ° C.
    When carrying out the test for the flexibility test according to van Asbeck, it should be noted that the manipulation of the test device 1 must be carried out by the operating personnel during the test. Which is why, for example, van Asbeck's flexibility tests under extreme temperature conditions in a climate chamber are practically impracticable, as otherwise the operating personnel would also have to spend the entire duration of the test in the climatic chamber and be exposed to the given climatic conditions over long periods of time.
    Thus, the asphalt test specimen 10 to be examined must be installed in the pressure pot 2 and subsequently sealed by casting with mastic asphalt as sealing material 5 laterally with respect to the inner wall of the pressure pot 2. A disadvantage is a sealing control of the sealing material 5 due to the lack of accessibility during the flexibility test is not precisely possible, which is problematic both in the experimental procedure and in the evaluation of the results.
    The load is generated by the water located above the asphalt test specimen 10, which is pressurized with compressed air. So that no rapid deformation of the Asphalt Specimen 10, the underlying pad material 12 has to
    Production of the settlement trough 7 are gradually lowered, so as to reduce the back pressure for the asphalt test specimen 10. The deformation of the deformed Asphalt Specimen 11 must be determined at intervals by a dipstick and documented manually. The disadvantage of the asphalt test specimen and thus also its deformation behavior during the experiment is not visible. Only the final state of the deformed asphalt specimen 11 can be judged. In the case of not perpendicular, but oblique positioning of the measuring rod to determine the depth h of the settlement trough of the deformed asphalt specimen 11, this may lead to incorrect measurement results, since the dipstick or the contact point of the dipstick on the specimen 11 are not visible.
    The determination of the deformability of the Asphalt Specimen 11 until the loss of tightness occurs here depending on the load. A disadvantage can be assessed with the test method according to van Asbeck only the deformed final state of the asphalt specimen 11, but not the Verformimgsverhalten during the test, since the specimen or its deformation is not visible during the measurement.
    Both FIGS. 2A and 2B each show the same embodiment of a test device 20 according to the invention for the flexibility test. FIG. 2A shows the test apparatus 20 before starting the flexibility test with an initially undeformed asphalt test specimen. Fig. 2B shows the same test apparatus 20 at a later time after completing the flexibility test with a deformed asphalt test specimen.
    The test apparatus 20 comprises a vacuum vessel 21, which is expediently an open-topped vacuum cylinder 21. Furthermore, the test device 20 schematically illustrated here comprises an upper housing part 22 and a lower housing part 23, which ensure that the individual parts of the test stand of the test device 20 are held statically in their respective intended position. A pressing device 24 here comprises a pressing plate 25 and a pressure pad 26, which is designed here as compressed air cushion 26. The devices required for the provision of compressed air, such as an external compressed air connection or a compressor required for generating compressed air, together with the associated compressed air lines, valves, coupling connections or pressure indicators, are known per se to those skilled in the art. Why these compressed air devices are not illustrated for the sake of clarity in Figures 2A and 2B.
    Furthermore, the test apparatus 20 comprises a support plate 27 with a circular recess 28 which is provided centrally in the support plate 27. The recess 28 has a rounded upper edge 29. The support plate 27 serves with its upper side, ie the side of the support plate 27, on which the recess 28 has the rounded upper edge 29 as support surface for the initially measured asphalt test specimen 30 to be examined. The asphalt test specimen 30 shown here has, for example, a square base surface with a side edge length L, for example, of 250 mm, as well as an individual thickness d of the asphalt test specimen 30. The respective thickness d of the asphalt specimen 30 corresponds to the respective real sealing height of the asphalt concrete surface seal to be tested. Typical thicknesses d of an asphalt test specimen 30 are, for example, from 50 mm to 120 mm. The initially molded asphalt test specimen 30 has a substantially planar upper side o as well as a likewise substantially planar underside u. During the flexibility test, the asphalt test specimen 30 is deformed or after completion of this a deformed asphalt specimen 31 is obtained, the contours of which are indicated in FIG. The deformed asphalt test specimen 31 has an upper side o 'with a settling recess in the region of the circular recess 28. The settling recess has a width s which corresponds to the clear inner diameter of the recess 28. The settlement depression has a maximum depth h in its center. The deformed asphalt specimen 30 has on its underside u 'a corresponding bulge with a depth h, which also corresponds to the depth h of the settlement depression.
    Fig. 3 shows the embodiment shown in Fig. 2A of a test device according to the invention for flexibility testing without asphalt specimen from above. The top of the support plate 27 forms with the asphalt specimen lying thereon in its undeformed starting position 30 and in a deformed position 31, a sealing plane 32. By using appropriate sealing means 35 which are inserted in the sealing plane 32 between the support plate 27 and the asphalt specimen 30 to be tested are inserted, the tightness between asphalt test specimen 30, 31 and platen 27 is ensured. If necessary, it may also be necessary to subject the asphalt test specimen 30 to be subjected to a special surface treatment prior to the start of the flexibility test on its underside, which therefore will rest directly on the support plate 27. For example, it may be necessary to smooth the underside of the asphalt specimen 30.
    Here, for example, two sealing rings 35 are used as sealing means 35, wherein the sealing rings 35 in sealing grooves 36 which are arranged on the upper side of the support plate 27 and are embedded in the support plate 27, partially inserted. In a prepared position, the sealing rings 35 are here, for example, each about half of its cross-section in the respective sealing grooves 36 of the support plate 27 inserted before subsequently the test specimen 30 is placed on it. The respective other cross-sectional half of the sealing rings 35, which protrudes like a bead over the sealing grooves 36 and the sealing plane 32 of the support plate 27 is pressed into the underside of the asphalt sample to be examined 30 and thus seals as airtight as possible.
    4 shows a front view of a test arrangement of a test device 20 according to the invention for flexibility testing, including corresponding peripheral equipment.
    Inside the vacuum vessel 21, which is expediently transparent and may be made of glass or transparent plastic, for example, there are a plurality of measuring sensors 33, namely a deformation sensor 33, a pressure sensor 33 and a temperature sensor 33. The deformation sensor 33 is connected to the bottom u , u 'of the asphalt specimen 30, 31 in contact. During the flexibility test, the asphalt test pieces 30, 31 in the region of the circular recess 28 in the support plate 27 are deformed by the load acting on the pressing device 24, forming a settling recess with a specific depth h. The depth h of the settlement recess is dependent on the respective load, ie the pressure, the load speed, etc. Advantageously, the force deformation behavior in the middle of the asphalt specimen 30, 31 digitally detected by the at least one sensor 33 for deformation detection and the sensor signals usually from a computer a corresponding measurement data acquisition software recorded and evaluated. Likewise, pressure data and temperature data corresponding to the pressure sensor 33 and the temperature sensor 33 are detected and the digital signals are recorded by the computer 42 shown in FIG. At least one airtight connection opening 34 in the vacuum vessel 21 serves to carry out corresponding signal lines 40 of the sensors 33 to the corresponding measurement data acquisition devices 41 or to a computer 42. Optionally, the measurement data can also be transmitted via radio link to the corresponding measurement data acquisition devices 41 and to the computer 42 ,
    The connection opening 34 also serves as a suction line connection for connection to a vacuum device 43 or vacuum pump 43.
    A method according to the invention for the flexibility testing of bituminous bonded sealing layers, in particular surface seals made of asphalt concrete, comprises the following method steps:
    Providing the test apparatus 20, as previously described in detail;
    Applying at least one sealing means 35 to a support plate 27 of the test apparatus 20, wherein the sealing means 35 is applied as uniformly spaced as possible from the centrally arranged circular recess 28; Subsequent application of an asphalt specimen 30 to be tested on the support plate 27, wherein a bottom u of the asphalt specimen 30 covers the central recess 28 of the support plate 27;
    Placing the pressing device 24 on the top o of the asphalt sample 30, wherein the compressed air cushion 26 is placed directly on the top o of the asphalt sample 30 and above or above the compressed air cushion 26, a pressure plate 25 is attached to the upper housing part 22;
    Applying a test-dependent negative pressure in the vacuum vessel 21 below the recess 28 of the support plate 27;
    Performing a tightness control of the experimental setup by the suppression in the suction vessel 21 is controlled during a defined time interval and kept as constant as possible;
    Performing a defined load cycle by acting on the top o of the asphalt specimen 30 and defined negative pressures on the underside u in the area of the asphalt specimen 30 by the pressing device 24 before defined test overpressures;
    Detecting the force-deformation behavior of the asphalt specimen 30, 31 during the loading cycle by means of one or more measuring sensors 33, preferably deformation sensors, pressure sensors and / or temperature sensors; and optionally recording the force behavior of the asphalt specimen 30, 31 during the loading cycle by means of at least one video recording.
    Advantageously, the test parameters of the process of the examined asphalt specimen 30, 31 can be recorded and evaluated in real time depending on the particular load cycle selected.
    List of reference numbers 1 Testing device according to van Asbeck 2 Pressure pot 3 Lid of pressure pot 4 Screw cap 5 Sealing material 1, eg mastic asphalt, bitumen 6 Support ring 7 Settlement trough 8 Drain valve 9 Pressure valve connection 10 (undeformed) asphalt test specimen 11 Deformed asphalt specimen 12 Supporting material, eg: glass beads or sand 13 Water 20 Testing device 21 according to the invention 21 Vacuum vessel, vacuum cylinder 22 Housing upper part 23 Housing bottom part 24 Pressing device 25 Pressing plate 26 Pressure pad or compressed air cushion 27 Platen 28 Circular recess in platen 29 Rounded upper edge of recess 30 (undeformed) Asphalt specimen 31 Deformed asphalt specimen 32 Seal plane 33 Sensor, eg: Measuring sensor , Deformation sensor, pressure sensor, temperature sensor 34 Connection for vacuum device or vacuum pump, cable feed-through 35 Sealant, eg: Sealing ring 36 Sealing groove 40 Signal line 41 Measurement data acquisition Machine 42 Computer 43 Vacuum device, for example: Vacuum pump
    List of Reference Numbers (cont.) D Diameter of asphalt specimen d Thickness of asphalt specimen h Depth of settlement trough L Side edge length of the asphalt specimen o Top of the (undeformed) asphalt specimen o 'Top of the deformed asphalt specimen s Width of the settlement trough, inner diameter of the recess u Bottom of the (undeformed) asphalt specimen u 'base of the deformed asphalt specimen
    权利要求:
    Claims (10)
    [1]
    claims
    1. Device (20) for flexibility testing of bituminous bonded sealing layers, in particular surface seals made of asphalt concrete, comprising a support plate (27) for supporting an asphalt specimen to be tested (30), wherein the support plate (27) in the center of a circular recess (28) with a concave rounded upper edge (29) and the clear inner diameter (s) of the recess (28) corresponds to a width (s) of a settlement trough of the asphalt sample (30), characterized in that above the test piece to be tested (30) acting on this pressing device (24) is arranged and at least one sealing means (35) for sealing a sealing plane (32) between the tested asphalt specimen (30) and the support plate (27) is provided, below the support plate (27) and concentric with the recess (28 ) to the recess (28) open vacuum vessel (21) is arranged, which with a sub pressure device (34) communicable connectable.
    [2]
    2. testing device (20) according to claim 1, characterized in that the pressing device (24) comprises at least one pressure pad (26), preferably a compressed air cushion (26), which pressure pad (26) at least partially at an upper side (o, o ' ) of the asphalt specimen (30) to be tested.
    [3]
    3. testing device (20) according to claim 1 or 2, characterized in that with the pressing device (24) a test pressure of 0 bar to 15 bar, preferably from 0 bar to 8 bar, more preferably from 0 bar to 3 bar, is adjustable , which test overpressure acts on the upper side (o, o ') of the asphalt specimen (30) to be tested.
    [4]
    4. testing device (20) according to any one of claims 1 to 3, characterized in that within the vacuum vessel (21) at least one sensor (33) for detecting deformation of a depth (h) of a settlement depression of the deformed asphalt specimen (31) is arranged.
    [5]
    5. testing device (20) according to one of claims 1 to 4, characterized in that within the vacuum vessel (21) and / or a Saugleitungsanschlusses the vacuum device (34) at least one sensor (33) is arranged for pressure detection.
    [6]
    6. testing device (20) according to any one of claims 1 to 5, characterized in that the vacuum vessel (21) is at least partially transparent.
    [7]
    7. testing device (20) according to one of claims 1 to 6, characterized in that the asphalt test specimen to be examined (30) has a square base, wherein a side edge length (L) of the Asphaltsprbe body (30) of 200 mm to 500 mm, preferably from 250 mm.
    [8]
    8. A test device (20) according to any one of claims 1 to 7, characterized in that the at least one sealing means (35) for sealing a sealing plane (32) between the asphalt specimen to be tested (30) and the support plate (27) is selected from a Group comprising: sealing membrane, plastic sealing membrane, sealing ring, sealing paste, foam seal, bitumen seal.
    [9]
    9. Method for flexibility testing of bituminous bonded sealing layers, in particular of surface coatings made of asphalt concrete, comprising the following method steps: - providing a test device (20) according to one of claims 1 to 8, - applying at least one sealing means (35) to a support plate (27) with a centrally located circular recess (28), wherein the sealing means (35) from the recess (28) is applied spaced, - placing an asphalt specimen to be tested (30) on the support plate (27), wherein a bottom (u) of the asphalt specimen (30) the central recess (28) of the support plate (27) covered, - placing a pressing device (24) on an upper side (o) of the Asphaltsprbe body (30), - applying negative pressure (34) in a vacuum vessel (21) below the Recess (28) of the support plate (27), - Performing a tightness control of the experimental setup by the negative pressure in the negative pressure holding and controlling the vessel (21) during a defined time interval, performing a defined load cycle by predefined test overpressures on the top (o, o ') of the asphalt specimen (30, 31) and / or defined negative pressures from the pressing device (24) the underside (u, u ') of the asphalt specimen (30, 31) act, - detecting the force-deformation behavior of the asphalt specimen (30, 31) during the loading cycle by means of one or more measuring sensors, preferably deformation sensors, pressure sensors and / or temperature sensors, - optional Recording the force distribution behavior of the asphalt specimen (30, 31) during the loading cycle by means of at least one video recording.
    [10]
    10. A test method according to claim 9, characterized in that a pressing device (24) is provided which comprises at least one pressure pad (26), preferably a pneumatic pad (26), wherein the pressure pad (26) at least in sections on an upper side (o, o ') of the asphalt test specimen (30) to be tested is placed adjacent to it and the test overpressures acting on the upper side (o, o') of the asphalt specimen (30, 31) during the loading cycle are caused by the pressure pad (26).
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    同族专利:
    公开号 | 公开日
    DE112018003409A5|2021-02-25|
    AT519477B1|2018-07-15|
    WO2019006482A1|2019-01-10|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US20010037687A1|2000-02-25|2001-11-08|Brovold Thomas E.|Compact hollow cylinder tensile tester|
    WO2013182729A2|2012-06-06|2013-12-12|Universidad De Granada|Testing device and method for the characterization of materials in the event of cracking phenomena|
    CN105181478A|2015-09-07|2015-12-23|哈尔滨工业大学|Testing system and testing method applied to testing of high temperature deformation resistance of asphalt airport pavement|
    CN106769437A|2017-03-31|2017-05-31|长安大学|Asphalt transversely deforming measurement apparatus under a kind of temperature load coupling|
    DE3814132A1|1988-04-27|1989-11-09|Strabag Bau Ag|Method for testing bituminous sealants|
    CN202330170U|2011-11-24|2012-07-11|长安大学|Test equipment of bituminous concrete dynamic moduli|CN109444013A|2018-09-19|2019-03-08|广东建浩检测科技有限公司|A kind of pavement seepage dynamic test equipment and its test method|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA50546/2017A|AT519477B1|2017-07-03|2017-07-03|DEVICE AND METHOD FOR THE FLEXIBILITY TESTING OF BITUMINOUS BONDED LAYER LAYERS|ATA50546/2017A| AT519477B1|2017-07-03|2017-07-03|DEVICE AND METHOD FOR THE FLEXIBILITY TESTING OF BITUMINOUS BONDED LAYER LAYERS|
    PCT/AT2018/060130| WO2019006482A1|2017-07-03|2018-07-02|Device and method for inspecting the flexibility of sealing layers bound by bitumen|
    DE112018003409.7T| DE112018003409A5|2017-07-03|2018-07-02|Device and method for testing the flexibility of bituminous bonded sealing layers|
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