![]() A PACKAGE OF PAVEMENT STONES SUITABLE FOR MACHINAL PAVING.
专利摘要:
The invention includes a pack of paving stones for machine paving comprising at least one layer of paving stones arranged in regular relationship, the layer of paving stones extending into a paving surface. In addition, at least one opening is provided in an outer edge of the layer of paving stones in which to place a coupling stone during paving in order to couple the layer of paving stones to a connecting layer of paving stones. Furthermore, the at least one opening has a length that is less than the length of a paving stone arranged in a regular relationship. Furthermore, the package of paving stones includes fillers disposed in the at least one opening to provide stability to the layer of paving stones during treatment thereof. The filling means further comprises at least one releasable filling stone, which defines a take-out opening for receiving a removal means therein. Furthermore, a largest cross-section of the part of the extractor to be received parallel to the paving plane is at least 0.5% of a largest parallel to the ... 公开号:BE1018619A3 申请号:E200800687 申请日:2008-12-19 公开日:2011-05-03 发明作者:Veen Adrianus Antonius Van;Franciscus Maria Scheel 申请人:Struyk Verwo Infra B V; IPC主号:
专利说明:
A package of paving stones suitable for machine paving. The occupation of pavement worker is quite a heavy occupation, in particular because pavers spend a large part of the day on their knees and often walk with large amounts of stones. As a result, the profession is not very popular, and furthermore research has shown that making streets by hand is less rapid than when it is done mechanically. In the current paving process, the (street) stones are delivered on means of transport, for example pallets, and all are picked up and moved to a surface, for example a sand bed. Here the stones are placed manually and again piece by piece in the sand bed. When a part of the pavement is ready, it is vibrated using a vibrator. Because all stones are laid by hand, making streets is generally a time-consuming process. In addition, street makers stoop and lift a lot, and they are often on their knees, which makes the occupation of street worker very stressful for the body. To partly overcome these disadvantages, more and more use is being made of machine pavements. This has the advantage that pavers do not have to lift and bend as much and that larger pavements can be laid in one go, which means that the entire pavement process can proceed faster. Document NL 9200735 describes a concrete brick package suitable for machine paving and a method for manufacturing a layer of concrete bricks suitable for machine paving. The described concrete block package comprises a number of layers of concrete blocks arranged in relation to each other, which layers are suitable for machine-paving. The packages for machine paving are also delivered on means of transport, for example arranged on pallets, but with the difference that the layers can be picked up in one go to be laid in the sand bed. For this purpose, a layer of (concrete) bricks is connected in a manufacturing device, for example a factory, with some places remaining open on the outside of the layer of concrete bricks. These open places are needed to connect the next layer of concrete bricks in the sand bed to a layer of concrete bricks that are already lying in the sand bed. The open places in a layer of concrete bricks connect with open places in another layer of concrete bricks. To connect the layers of concrete bricks to each other, bricks are placed in the open places, so that the adjacent layers of concrete bricks are bonded and form a stable paving. A layer of concrete bricks is fixed and then placed on a pallet for a means of transport, for example arranged. Due to the open places, these layers are not as stable when they are fixed. To ensure that these packages can be laid stably on the means of transport, for example the pallet, and remain stable, spacer blocks can be used. These filler bricks are applied for fixing a layer of concrete bricks, after which a layer of concrete bricks no longer has any open spaces and can be fixed and stably placed on the pallet. When processing the layers of concrete bricks into paving, the filler bricks are manually removed from the layers because they disrupt the relationship. These machine paving packages have the disadvantage that processing is still a time-consuming job. The object of the present invention is to provide a package of paving stones, a method for using a package of paving stones and a method for manufacturing a package of paving stones, wherein this disadvantage is at least partially overcome, or at least to provide a usable alternative . In particular, the invention has for its object to provide a package of paving stones for machine paving that is less time-consuming. This object is achieved with a package of paving stones for machine paving according to claim 1. A package of paving stones for machine paving comprises at least one layer of paving stones arranged in regular relation, wherein the layer of paving stones extends in a paving surface. Furthermore, at least one opening is provided in an outer edge of the layer of paving stones for arranging a coupling stone during paving in order to couple the layer of paving stones to a subsequent layer of paving stones. Furthermore, the at least one opening has a length that is smaller than the length of a paving stone arranged in a regular relationship. Furthermore, the package of paving stones comprises fillers arranged in the at least one opening to provide stability to the layer of paving stones during treatment thereof. The filler means further comprises at least one releasable filler stone, which defines a take-out opening for receiving a take-out means therein. Furthermore, a largest cross-sectional area parallel to the pavement surface of the receiving part of the removal means is at least 0.5% of a largest cross-sectional area of the filler block parallel to the pavement surface. The advantage of the invention lies in the fact that the releasable filling stones for the work, i.e. when the package is still on the pallet, can be removed, but also that the filling stones in the work, i.e. when the package of paving stones on a surface, such as for example, a sand bed can be removed. This is possible because the releasable filling blocks define a removal opening for placing a removal means therein, with the advantage that the filling blocks are removed from the package of paving stones by means of a removal means. The use of a removal means makes it unnecessary to bend down for the removal of releasable shims. The removal means must be sufficiently strong mechanically. Therefore, the largest cross-sectional area parallel to the pavement surface of the receiving portion of the removal means is at least 0.5% of a largest cross-sectional area of the filler block parallel to the pavement surface. A take-out means with such a cross-section and associated take-out opening provide sufficient strength for a take-out means to remove a releasable shim. A further advantage of the invention lies in the fact that the filling means provide stability in a package of paving stones, the filling means being releasable filling stones. The opening for placing a filler stone therein has a length that is smaller than the length of a paving stone arranged in regular relation. With length is meant the largest side. The advantage of the stability in a package of paving stones provided by the filling means is apparent during storage, transport and processing of the package of paving stones. Due to the stability of the package of paving stones, these can be stacked on additional means of transport, for example arranged on pallets, and safely transported on them without extra measures. In a preferred embodiment, a package of paving stones comprises a plurality of superimposed layers of paving stones, each of the plurality of layers of paving stones comprising at least one opening with a filling stone therein, the respective filling stones being located one above the other, with the advantage that when taking out the filling stones it is not necessary to search for the location of the filling stones for each layer of paving stones, so that removal of the filling stones can take place more quickly. In a preferred embodiment, a package of paving stones comprises a plurality of layers of paving stones, the filling blocks located above one another each defining a take-out opening such that the take-out openings form a continuous opening, with the advantage that the take-out means can be placed in this opening, can be removed from the package of paving stones in one operation with the aid of the removal means. In a preferred embodiment, the filler stones comprise at least twill stones and in addition possibly half stones with the advantage that these filler stones have the size of standard paving stones, whereby they can also be used in paving with, for example, an elbow, twill or herringbone bandage. This preferred embodiment has the additional advantage that less stone waste remains after processing a package of paving stones. In the prior art, the spacer blocks are not usable and are therefore stone waste. This stone waste must be disposed of and processed, also additional operations that cost time and money. In a preferred embodiment, a layer of paving stones comprises several openings, each of which is filled with a filling stone, with the advantage that a layer of paving stones has as much stability as possible and can therefore be treated well, quickly and safely. In a preferred embodiment, the filler blocks can be filled and filled into openings between a layer of paving stones and an edge of the pavement, with the advantage that filler stones are reused and that less stone waste remains. The spacer blocks connect a layer of paving stones arranged in a regular relationship to an edge of the pavement, which is formed, for example, by an edge of a parking area, cycle path, pedestrian path, concrete retaining band or any other edge. In a preferred embodiment, a cross-section of the spacer parallel to the pavement surface is at least 35% of a cross-section of the opening parallel to the pavement surface, with the advantage that the spacer is as small as possible but still provides sufficient stability. A small spacer saves weight. Filling blocks with a lower weight can be processed faster. The invention furthermore relates to a method for the use of a layer of paving stones in which the filler stones are taken out by means of a removal means and to a method for the use of a layer of paving stones, wherein the filler stones are taken out by means of a take-out means and used in the paving . In addition, the invention further relates to a method for manufacturing a package of paving stones. Further advantages and embodiments of the invention are described below, wherein: Figure 1 shows a preferred embodiment of a layer of paving stones arranged in a regular relationship, the filling means comprising twill stones and half stones. Figure 2 shows a preferred embodiment of a layer of paving stones arranged in regular relationship, the filling means comprising stones cut at an angle and L-shaped stones. Figure 3 shows an embodiment of a layer of paving stones arranged in a regular relationship, the filling means comprising u-shaped stones. Figure 4 shows an embodiment of a layer of paving stones arranged in regular relation, wherein the filling means comprise u-shaped stones which are positioned differently with respect to the u-shaped stones in figure 3. Figure 5 shows an example of a rod-shaped removal means received in an opening of a layer of paving stones arranged in regular relationship. Figure 6 shows an example of a gripping removal means received in an opening of a layer of paving stones arranged in regular relationship. Figure 1 shows a preferred embodiment of a layer of regularly arranged paving stones for machine paving. In this preferred embodiment, the paving stones used are concrete paving stones (BSS). Concrete paving stones have a length of 21 cm and a width of 10.5 cm with respect to the pavement surface. The relationship shown is an elbow relationship, the main feature being that the paving stones are alternately perpendicular and parallel to the edge of the paving. Another form of regular bandage connection is a herringbone bandage, also known as herringbone bandage. The characteristic of a herringbone bandage or herringbone bandage is that the stones are at an angle of approximately 45 ° to an edge of the pavement. For example, an edge of the pavement is formed by a curb edge, edge of a parking area, cycle path, pedestrian walkway, concrete retaining band, edge of a layer of paving stones arranged in regular relation or any other edge. The advantage of a regular dressing is that it provides great stability to the road surface. The layer of paving stones arranged in a regular relationship are indicated in Figure 1 by reference numeral 1. At least one opening 3 is provided in the outer edge 2 of the layer of paving stones 1. In Figure 1, the opening indicated by 3 is defined by three paving stones and the outer edge. In the figure, the opening is square. This opening 3 has two functions, the first function is to provide an opening 3 for placing a filler 4.5 therein. In addition, this opening 3 also has a function during and after the paving process. During the paving of a street or, for example, a parking lot, layers of paving stones 1 are always laid adjacent to each other. The openings 3 in the outer edge 2 of the layer of paving stones 1 here connect to comparable openings 3 in adjoining layers of paving stones 1. In order to ensure stability in the paving, the various layers are located next to each other and subsequent layers of paving stones 1 are coupled to each other by means of coupling stones . The coupling stone is placed in two openings 3, which after the subsequent placement of two layers of paving stones 1 form an opening with the same size as a paving stone. These connecting stones are the same stones as the paving stones in a layer 1. The connecting stones connect two layers of paving stones 1 to each other while maintaining the regular relationship. The opening for placing a filler stone therein has a length that is smaller than the length of a paving stone arranged in regular relation. With length is meant the largest side. In Figure 1, the length of the opening is 10.5 cm. In the figure 1 filler blocks 4,5 are also shown. At least one filler brick 4.5 is placed in at least one opening 3, but preferably in all openings, the filler stones 4,5 providing stability to a layer of paving stones 1 during treatment of a layer of paving stones 1, such as storage, transport, placement and other acts. In any case, so many spacer blocks 4,5 are placed in openings 3 that a stable layer can be formed. These filling stones 4,5 are preferably made in the same mold and production cycle as the paving stones, whereafter the layer of paving stones 1 is fixed into a whole and this layer of paving stones 1 is laid on a transport means, such as a pallet. By placing spacer blocks 4,5 in the openings 3, the stones have less room to move. By subsequently fixing a layer of paving stones 1 into a whole, a layer of stones is formed that lie tightly against each other, as a result of which it forms a stable whole. The spacer blocks 4,5 have two different shapes, a triangular shape and a rectangular shape. The triangular stones are therefore also referred to as twill stones and are designated by reference numeral 4. These twill stones 4 are placed in an opening 3 such that the outer edge 2 of a layer of paving stones 1 continues, while the twill stones 4 in the opening 3 define a removal opening 6. When stacking different layers of paving stones 1, the layers are all stacked with the same orientation. As a result, the openings 3 of the different layers of paving stones 1 lie directly above each other, so that also the twill stones 4 and the take-out openings 6 lie straight above each other. Because the removal openings 6 lie directly above each other, they together form a continuous opening in the different layers of paving stones 1. In this continuous opening, a removal means (not visible) can be placed. By now pulling the removal means to the nearest outer edge 2, the twill stones 4, adjacent to the continuous opening with a removal means therein, are removed in all layers of paving stones 1 from a package of paving stones. In order to ensure that the removal means is actually suitable for taking out the twill stones 4, the removal means must be long and strong enough to bridge the height of a set of bricks and to exert sufficient force over the height of a set of bricks. As a removal means, use can be made, for example, of a fender, a piece of reinforcing steel or a broomstick, or any long and strong enough removal means. A removal means is suitable if the largest cross-section of the removal means parallel to the paving surface is at least 0.5% of the largest cross-section of the filler block to be removed in the paving plane. For concrete paving stones in the layer of paving stones arranged in regular relation in Figure 1, the largest possible largest cross-section of a filler stone is 10.5 cm x 10.5 cm = 110.25 cm 2. 0.5% of this corresponds to a minimum removal opening of 0.55 cm2 or a diameter of 8.4 mm. A removal means is for example made of iron. The removal means has, for example, a diameter of 14 mm, in particular 12 mm and more in particular 10 mm. This corresponds to a cross-section of 1.54 cm 2, in particular 1.13 cm 2 and more in particular 0.79 cm 2, respectively. The corresponding percentage of the removal means is calculated by dividing the cross-section of the removal means by the largest possible largest cross-section of a filler block from which the cross-section is subtracted from the removal means. These percentages are 1.4%, in particular 1% and more in particular 0.7%. For the twill shown in Figure 1, the largest cross-section is 55.13 cm 2. Associated percentages of the removal means are 2.8%, in particular 2.0% and more in particular 1.4%. The minimum diameter of a removal means with a circular cross-section for the embodiment shown in Figure 1 is at least 8.4 mm. The cross-section of the removal means is smaller than the cross-section of the opening. Figure 1 also shows filler blocks with a rectangular shape. These filler blocks have the size and shape of half paving stones and are designated by reference numeral 5. These filler blocks do not define a take-out opening according to the invention. The twill stones 4 and half stones 5 can be removed from a package of paving stones for work, if the package still lies on a means of transport, for example a pallet. The twill stones 4 and half stones 5 can also be removed in the work, for example if a layer of paving stones 1 has already been placed in the sand bed. The removed twill stones 4 and half stones 5 can also be used in the paving after removal from a layer of paving stones 1 and / or a package of paving stones. For example, the spacer blocks can be used as a border stone that fills the gap between a layer of paving stones arranged in regular relationship and the edge of the pavement. Figure 2 shows a preferred embodiment of a layer of regularly arranged paving stones for machine paving. In this preferred embodiment, the paving stones used are thick formats. Thick formats have a length of 21 cm and a width of 7.0 cm relative to the pavement surface. The relationship shown is an elbow relationship, the main feature being that the paving stones are perpendicular and parallel to the edge of the paving. Another form of regular bandage connection is a herringbone bandage, also known as herringbone bandage. The characteristic of a herringbone bandage or herringbone bandage is that the stones are at an angle of approximately 45 ° to an edge of the pavement. For example, an edge of the pavement is formed by a curb edge, edge of a parking area, cycle path, pedestrian walkway, concrete retaining band, edge of a layer of paving stones arranged in regular relation or any other edge. The advantage of a regular dressing is that it provides great stability to the road surface. The layer of paving stones arranged in a regular relationship are indicated in Figure 2 by reference numeral 101. At least one opening 103 is provided in the outer edge 102 of the layer of paving stones 101. In the opening indicated by 103 in Figure 2, the opening is defined by four paving stones and the outer edge. In the figure 2 the opening is L-shaped. This opening 103 has two functions, the first function is to provide an opening 103 for placing a filler block therein. In addition, this opening 103 also has a function during and after the paving process. During the paving of a street or, for example, a parking lot, layers of paving stones 101 are always laid adjacent to each other. The openings 103 in the outer edge 102 of the layer of paving stones 101 here connect to comparable openings 103 in adjoining layers of paving stones 101. In order to ensure stability in the paving, the various adjacent layers and connecting layers of paving stones 101 are coupled together by coupling stones . The coupling stone is placed in two openings 103 which, after the subsequent placement of two layers of paving stones 101, form an opening with the same size as a paving stone. These connecting stones are the same stones as the paving stones in a layer 101. The connecting stones connect two layers of paving stones 101 to each other while maintaining the regular relationship. The opening for placing a filler stone therein has a length that is smaller than the length of a paving stone arranged in regular relation. With length is meant the largest side. In Figure 2, the length of the opening is 14.0 cm. In the figure 2 filler blocks 104,105 are also shown. At least one filler block 104.105 is placed in at least one aperture 103, but preferably in all openings, the filler blocks 104.105 providing stability to a layer of paving stones 101 during treatment of a layer of paving stones 101, such as storage, transport, placement, and other operations. In any case, so many filler blocks 104, 105 are placed in openings 103 that a stable layer can be formed. These filler blocks 104, 105 are preferably made in the same mold and production cycle as the paving stones, after which the layer of paving stones 101 is fixed into a whole and this layer of paving stones 101 is laid on a transport means, for example a pallet. By placing filler blocks 104, 105 in the openings 103, the stones have less room to move. By subsequently fixing a layer of paving stones 101 into a whole, a layer of stones is formed which lie tightly against each other, as a result of which it forms a stable whole. The filler blocks 104,105 have two different shapes, a rectangular and obliquely cut shape and an L shape. The rectangular and obliquely cut stones are designated with reference numeral 104. This rectangular and obliquely cut stone 104 is placed in an opening 103 such that the outer edge 102 of a layer of paving stones 101 extends through, while the rectangular and obliquely cut stone 104 in the opening 103 define outlet opening 106. When stacking different layers of paving stones 101, the layers are all stacked with the same orientation. As a result, the openings 103 of the different layers of paving stones 101 lie directly above each other, so that also the rectangular and obliquely cut stones 104 and the removal openings 106 lie directly above each other. Because the removal openings 106 lie directly above each other, they together form a continuous opening in the different layers of paving stones 101. A removal means (not visible) can be placed in this continuous opening. By now pulling the removal means to the nearest outer edge 102, the rectangular and obliquely cut stones 104, adjacent to the continuous opening with a removal means therein, are removed in all layers of paving stones 101 from a package of paving stones. To ensure that the take-out means is actually suitable for taking out the rectangular and obliquely cut bricks 104, the take-out means must be long and strong enough to bridge the height of a packet of bricks and to exert sufficient force over the height of a package of stones. As a removal means, use can be made, for example, of a fender, a piece of reinforcing steel or a broomstick, or any long and strong enough removal means. A take-out means is suitable if the largest cross-section of the take-out means parallel to the pavement surface is at least 0.5% of the largest cross-section of the filler block to be removed in the paving plane. With thick formats in the layer of paving stones arranged in regular relation in Figure 2, the largest possible largest cross-section of a filler stone is 3 x (7 cm x 7 cm) = 147 cm 2. 0.5% of this corresponds to a minimum removal opening of 0.73 cm2 or a diameter of 9.7 mm. A removal means is for example made of iron. The removal means has, for example, a diameter of 14 mm, in particular 12 mm and more in particular 10 mm. This corresponds to a cross-section of 1.54 cm 2, in particular 1.13 cm 2 and more in particular 0.79 cm 2, respectively. The corresponding percentage of the removal means is calculated by dividing the cross-section of the removal means by the largest possible largest cross-section of a filler block from which the cross-section is subtracted from the removal means. These percentages are V% and 1.1%, in particular 0.8% and more in particular 0.5%. For the rectangular and obliquely cut filler block shown in Figure 2, the largest cross-section is 73.5 cm 2. Associated percentages of the removal agent are 2.1%, in particular 1.4% and more in particular 1.1%. The minimum diameter of a removal means with a circular cross-section for the embodiment shown in Figure 2 is at least 9.7 mm. The cross-section of the removal means is smaller than the cross-section of the opening. Figure 2 also shows filler blocks with an L-shape. These spacer blocks have the size and shape of a line-symmetrical L and are designated by reference numeral 105. These L-shaped stones do not define a removal opening according to the invention. The L-shaped stone in the figure has a decorative joint, which is the L-shaped stone in a rectangle and a square. The decorative joint is, for example, pre-baked in the L-shaped stone. A decorative joint can also be milled or produced in any other way. In a variant, a joint is a breaking groove along which the stone is broken when it is vibrated. The rectangular and obliquely cut bricks 104 and L-shaped bricks 105 can be removed from a package of paving bricks when the package still lies on a means of transport, for example a pallet. The rectangular and obliquely cut bricks 104 and L-shaped bricks 105 can also be removed in the work, for example if a layer of paving bricks 101 has already been placed in the sand bed. After removal from a layer of paving stones 101 and / or a package of paving stones, the removed rectangular and obliquely cut stones 104 and L-shaped stones 105 can also be used in the paving. For example, the spacer blocks can be used as a border stone that fills the gap between a layer of paving stones arranged in regular relationship and the edge of the pavement. Figure 3 shows an alternative embodiment of a package of paving stones for machine paving. In this preferred embodiment, the paving stones used are concrete paving stones (BSS). Concrete paving stones have a length of 21 cm and a width of 10.5 cm with respect to the pavement surface. The relationship shown is an elbow relationship, the main feature being that the paving stones are alternately perpendicular and parallel to the edge of the paving. Another form of regular bandage connection is a herringbone bandage, also known as herringbone bandage. The characteristic of a herringbone bandage or herringbone bandage is that the stones are at an angle of approximately 45 ° to an edge of the pavement. For example, an edge of the pavement is formed by a curb edge, edge of a parking area, cycle path, pedestrian walkway, concrete retaining band, edge of a layer of paving stones arranged in regular relation or any other edge. The advantage of a regular dressing is that it provides great stability to the road surface. The layer of paving stones regularly arranged in relation to each other is indicated in Figure 3 by reference numeral 1. At least one opening 3 is provided in the outer edge 2 of the layer of paving stones 1. This opening 3 has two functions, the first function is to provide an opening 3 for placing a filler block 8 with removal opening 6a therein. In addition, this opening 3 also has a function during and after the paving process. During the paving of a street or, for example, a parking lot, layers of paving stones 1 are always laid adjacent to each other. The opening 3 in the outer edge 2 of the layer of paving stones 1 here connects to a comparable opening 3 in a subsequent layer of paving stones 1. To ensure stability in the paving, the various adjacent and connecting layers of paving stones 1 are coupled to each other by connecting stones. This coupling stone is placed in the two openings 3, which now form an opening with the same dimensions as a paving stone. In this way the connecting blocks provide even more connection and stability to the road surface. The connecting stones connect two layers of paving stones 1 to each other while maintaining the regular relationship. The opening for placing a filler stone therein has a length that is smaller than the length of a paving stone arranged in regular relation. With length is meant the largest side. In Figure 3, the length of the opening is 10.5 cm. At least one filling block 8 is placed in an opening 3, but preferably filling blocks 8 are placed in all openings 3. The function of the filler blocks 8 is to provide stability to a layer of paving stones 1 during treatment of a layer of paving stones, such as storage, transport, machine placement and other operations. In any case, so many filler blocks 8 are placed in so many openings 3 so that a stable layer of paving stones 1 can be formed. These filling stones 8 are preferably made in the same mold and production cycle as the paving stones, after which the layer is fixed into a whole and placed on a means of transport, for example a pallet. By placing the filling stones 8 in the openings 3 and subsequently fixing a layer of paving stones 1 as a whole, a layer of stones is formed that lie tightly against each other, so that it forms a stable whole. The spacer blocks 8 have an overall U-shape. In this figure an alternative embodiment of the filling stones can be seen, wherein the removal opening 6a is oriented towards the outer edge 2 of a layer of paving stones 1. Due to the u-shape of the filling blocks 8, there is also defined a removal opening 6b between the filling blocks 8 and a row of stones 10 located more in the package. When stacking different layers of paving stones 1, the openings 3 of the different layers of paving stones 1 lie straight above each other, as a result of which the filling stones 8 and the take-out openings 6a and 6b are also directly above each other. Because the removal openings 6a and 6b are located directly above each other, they together form a continuous opening in the various layers of paving stones 1. A removal means (not visible) can be placed in this continuous opening. By now pulling the removal means to the nearest outer edge 2, the filling stones 8, adjacent to the continuous opening in all layers of paving stones 1, are taken out of a package of paving stones. To ensure that it takes out! is actually suitable for taking out the filling blocks 8, the removal means must be long and strong enough to bridge the height of a set of stones and to exert sufficient force over the height of a set of stones. As a removal means, use can be made, for example, of a fender, a piece of reinforcing steel or a broomstick, or any long and strong enough removal means. A removal means is suitable if the diameter of the removal means in the plane of the pavement is at least 0.5% of the largest cross-section of the filler block to be removed in the plane of the pavement. A removal means is for example made of iron. The removal means has, for example, a diameter of 14 mm, in particular 12 mm and more in particular 10 mm. This corresponds to a cross-section of 1.54 cm 2, in particular 1.13 cm 2 and more in particular 0.79 cm 2, respectively. For concrete paving stones in the layer of paving stones arranged in regular relation in Figure 3, the largest possible largest cross-section of a filler stone is 10.5 cm x 10.5 cm = 110.25 cm 2. The corresponding percentage of the removal means is calculated by dividing the cross-section of the removal means by the largest possible largest cross-section of a filler block from which the cross-section is subtracted from the removal means. These percentages are 1.4%, in particular 1% and more in particular 0.7%. For the u-shaped filler stone shown in Figure 3, the largest cross-section is 48.5 cm 2. Associated percentages of the removal means are 3.2%, in particular 2.3% and more in particular 1.6%. The cross-section of the removal means is smaller than the cross-section of the opening. In a special embodiment, the removal means is a gripping removal means. The gripping take-out means comprises three elongated clamping means, each of which is received in a different take-out opening of the filling block 8. The elongated clamping means thereby clamp around the filling block. The gripping removal means further comprises a hinge and two arms. A first arm is pivotally connected to a second arm. The first arm is connected to two elongated clamping means. The second arm is connected to one elongated clamping means. By hinging the first arm relative to the second arm, a shim can be clamped and moved. For example, the clamping means have a diameter of 10 mm, which corresponds to a cross-section of the clamping means of 0.79 cm 2. The cross-section of three clamping means is then 2.37 cm 2. The corresponding percentage compared to a U-shaped filling block is 4.9%. In the alternative embodiment of Figure 3, it can also be seen that one or more openings 3 may or may also be filled with half stones 5. These half stones 5 do not define a removal opening as intended in the invention. In an alternative embodiment, a layer of paving stones can also consist of baked paving stones, the entire stones and filling stones being supplied by the factory, after which these stones are arranged in a layer in relation to one another and after which this layer is fixed into a whole, whereby a stable layer paving stones. Figure 4 shows an alternative embodiment of a package of paving stones for machine paving. In this preferred embodiment, the paving stones used are concrete paving stones (BSS). Concrete paving stones have a length of 21 cm and a width of 10.5 cm with respect to the pavement surface. The relationship shown is an elbow relationship, the main feature being that the paving stones are alternately perpendicular and parallel to the edge of the paving. Another form of regular bandage connection is a herringbone bandage, also known as herringbone bandage. The characteristic of a herringbone bandage or herringbone bandage is that the stones are at an angle of approximately 45 ° to an edge of the pavement. For example, an edge of the pavement is formed by a curb edge, edge of a parking area, cycle path, pedestrian walkway, concrete retaining band, edge of a layer of paving stones arranged in regular relation or any other edge. The advantage of a regular dressing is that it provides great stability to the road surface. The layer of paving stones arranged in relation to each other are indicated in Figure 4 by reference numeral 1. At least one opening 3 is provided in the outer edge 2 of the layer of paving stones 1. This opening 3 has two functions, the first function is to provide an opening 3 for placing a filling block 8 therein with removal opening 6b therein. In addition, this opening 3 also has a function during and after the pavement process. During the paving of a street or, for example, a parking lot, layers of paving stones T are always laid adjacent to each other. The opening 3 in the edge of the layer of paving stones here connects to a comparable opening 3 in a subsequent layer of paving stones. In order to ensure stability in the paving, the various adjacent and adjacent layers of paving stones 1 are coupled to each other by means of coupling stones. This coupling stone is placed in the two openings 3, which now form an opening with the same size as a paving stone. In this way the connecting blocks provide even more connection and stability to the road surface. The connecting stones connect two layers of paving stones 1 to each other while maintaining the regular relationship. The opening for placing a filler stone therein has a length that is smaller than the length of a paving stone arranged in regular relation. With length is meant the largest side. In Figure 4, the length of the opening is 10.5 cm. At least one filling block 8 is placed in an opening 3, but preferably filling blocks 8 are placed in all openings 3. The function of the filling blocks 8 is to provide stability to a layer of paving stones 1 during treatment of a layer of paving stones, such as storage, transport, mechanical placement and other operations: In any case, so many filling stones 8 are placed in so many openings 3 so that a stable layer of paving stones 1 can be formed. The connecting stones connect two layers of paving stones 1 with each other while maintaining the regular relationship. These filling stones 8 are preferably made in the same mold and production cycle as the paving stones, after which such a layer is fixed into a whole and placed on a means of transport, for example a pallet. By placing the filling stones 8 in the opening 3 and subsequently fixing a layer of paving stones into a whole, a layer of stones is formed that lie tightly against each other, so that it forms a stable whole. The spacer blocks 8 have an overall U-shape. Figure 4 shows an alternative embodiment of the filling blocks, wherein the removal opening 6b is defined by the shape of the filling stone and wherein the removal opening 6b is oriented towards the center of a layer of paving stones 1. When stacking different layers of paving stones 1, all layers receive the same orientation. As a result, the openings 3 of the different layers of paving stones 1 will lie directly above each other, as a result of which the filling stones 8 and the removal openings 6b also lie directly above each other. Because the removal openings 6b of different layers 1 lie directly above each other, they together form a continuous opening in the different layers of paving stones 1. A removal means (not visible) can be placed in this continuous opening. By now pulling the removal means to the nearest outer edge 2, the filling stones 8 in all layers of paving stones 1 are taken out of a package of paving stones. In order to ensure that the removal means is actually suitable for taking out the filling stones 8, the removal means must be long and strong enough to bridge the height of a set of stones and to exert sufficient force over the height of a set of stones. As a removal means, use can be made, for example, of a fender, a piece of reinforcing steel or a broomstick, or any long and strong enough removal means. A removal means is suitable if the diameter of the removal means in the plane of the pavement is at least 0.5% of the largest cross-section of the filler block to be removed in the plane of the pavement. A removal means is for example made of iron. The removal means has, for example, a diameter of 14 mm, in particular 12 mm and more in particular 10 mm. This corresponds to a cross-section of 1.54 cm 2, in particular 1.13 cm 2 and more in particular 0.79 cm 2, respectively. For concrete paving stones in the layer of paving stones arranged in regular relation in Figure 4, the largest possible largest cross-section of a filler stone is 10.5 cm x 10.5 cm = 110.25 cm 2. The corresponding percentage of the removal means is calculated by dividing the cross-section of the removal means by the largest possible largest cross-section of a filler block from which the cross-section is subtracted from the removal means. These percentages are 1.4%, in particular 1% and more in particular -0.7%. For the u-shaped filler stone shown in Figure 4, the largest cross-section is 48.5 cm 2. Associated percentages of the removal means are 3.2%, in particular 2.3% and more in particular 1.6%. The cross-section of the removal means is smaller than the cross-section of the opening. In a special embodiment, the removal means is a gripping removal means. The gripping take-out means comprises three elongated clamping means, each of which is received in a different take-out opening of the filling block 8. The elongated clamping means thereby clamp around the filling block. The gripping removal means further comprises a hinge and two arms. A first arm is pivotally connected to a second arm. The first arm is connected to two elongated clamping means. The second arm is connected to one elongated clamping means. By hinging the first arm relative to the second arm, a shim can be clamped and moved. For example, the clamping means have a diameter of 10 mm, which comes over with a cross-section of the clamping means of 0.79 cm 2. The cross-section of three clamping means is then 2.37 cm 2. The corresponding percentage compared to a U-shaped filling block is 4.9%. In the alternative embodiment of Figure 4, it can also be seen that one or more openings 3 may or may also be filled with half stones 5. These half stones 5 do not define a removal opening as intended in the invention. In an alternative embodiment, a layer of paving stones can also consist of baked paving stones, the entire stones and filling stones being supplied by the factory, after which these stones are arranged in a layer in relation to one another and after which this layer is fixed into a whole, whereby a stable layer paving stones. Figure 5 shows an elongated removal means 11 for removing filling stones 4 in a layer of paving stones 1 arranged in regular relation. The paving stones are concrete paving stones (BSS) and have a length of 21.0 cm and a width of 10.5 cm with respect to a paving surface. The elongated removal means 11 is long and strong and has the shape of, for example, a buffer iron, reinforcement concrete or a broomstick. Figure 5 shows three layers of paving stones 1 arranged in a regular relationship. Each layer of paving stones 1 is provided with an opening 3 for receiving a filling stone 4. When stacking the different layers of paving stones 1, the layers of paving stones are all stacked with the same orientation. As a result, the openings 3 of the different layers of paving stones 1 lie directly above each other, so that the filling stones 4 and the removal openings 6 lie directly above each other. Because the removal openings 6 lie directly above each other, they together form a continuous opening in the different layers of paving stones. The opening 3 for placing a filling block 4 therein has a length that is smaller than the length of a paving stone arranged in a regular relationship. With length is meant the largest side. In Figure 5, the length of the opening is 10.5 cm. In Figure 5, the elongated removal means 11 is continuously received in the continuous opening. The filling stones 4 have a triangular shape and are also referred to as twill stones 4. The elongated removal means 11 is suitable if the diameter of the elongated removal means in the pavement surface is at least 0.5% of the largest cross-section of the filler block 4 to be removed in the pavement surface. A removal means is for example made of iron. The removal means has, for example, a diameter of 14 mm, in particular 12 mm and more in particular 10 mm. This corresponds to a cross-section of 1.54 cm 2, in particular 1.13 cm 2 and more in particular 0.79 cm 2, respectively. For concrete paving stones in the layer of paving stones arranged in regular relation in Figure 5, the largest possible largest cross-section of a filler stone is 10.5 cm x 10.5 cm = 110.25 cm 2. The corresponding percentage of the removal means is calculated by dividing the cross-section of the removal means by the largest possible largest cross-section of a filler block from which the cross-section is subtracted from the removal means. These percentages are 1.4%, in particular 1% and more in particular 0.7%. For the twill shown in Figure 5, the largest cross-section is 55.13 cm 2. Associated percentages of the removal means are 2.8%, in particular 2.0% and more in particular 1.4%. The cross-section of the removal means is smaller than the cross-section of the opening. Figure 6 shows a gripping take-out means 12 for taking out filling stones 8 in a layer of paving stones 1 arranged in regular relation. The paving stones are concrete paving stones (BSS) and have a length of 21.0 cm and a width of 10.5 cm with respect to a pavement surface. Figure 6 shows three layers of paving stones 1 arranged in a regular relationship. Each layer of paving stones 1 is provided with an opening 3 for receiving a filling stone 8. The opening 3 for placing a filling stone 8 therein has a length that is smaller than the length of a in a regular context. arranged paving stone. With length is meant the largest side. In Figure 5, the length of the opening is 10.5 cm. When stacking the different layers of paving stones 1, the layers of paving stones are all stacked with the same orientation. As a result, the openings 3 of the different layers of paving stones 1 lie directly above each other. The filler brick defines three outlet openings 6c, 6d, 6e. The filling blocks 8 and the removal openings 6 lie directly above each other. Because the removal openings 6c, 6d, 6e are directly above each other, they form a continuous opening with each other in the different layers of paving stones 1. The gripping removal means 12 comprises three elongated clamping means 13a, 13b, 13c, each of which is received in a different removal opening 6c, 6d, 6e of the filling block 8. The elongated clamping means 13a, 13b, 13c thereby clamp the filling block 8. The gripping removal means 12 further comprises a hinge 14 and two arms 15, 16. A first arm 15 is hingedly connected to a second arm 16 by means of the hinge 14. The first arm 15 is connected to two elongated clamping means 13a, 13c. The second arm 16 is connected to one elongated clamping means 13b. By hinging the first arm 15 relative to the second arm 16, a spacer block 8 can be clamped. The filling stones 8 have three removal openings 16c, 16d, 16® and are also referred to as U-shaped stones 8. The u-shaped filler block 8 has a largest cross-section parallel to the pavement surface of 48.5 cm 2. The clamping means 13a, 13b, 13c have, for example, a diameter of 10 mm, which corresponds to a cross-section of the clamping means of 0.79 cm 2. The cross-section of three clamping means is then 2.37 cm 2. The corresponding percentage with respect to the u-shaped filler block 8 is hereby 4.9%. The cross-section of the removal means is smaller than the cross-section of the opening. Figure 7 shows filler stones 104 in a herringbone context with an edge of the pavement. The filling stones here are edge stones and are of the rectangular and obliquely cut type. In addition to the embodiments shown, many variants are possible. For example a variant suitable for removal means made from other materials, such as wood and plastic. Variants in the dimensions of the paving stones are also possible. Variants are possible in which the paving stones are made of concrete, plastic, stone or other materials.
权利要求:
Claims (15) [1] A package of paving stones for machine paving, comprising: - at least one layer of paving stones arranged in regular relationship, wherein the layer of paving stones extends in a paving surface, wherein at least one opening is provided in an outer edge of the layer of paving stones during paving arranging a coupling stone to connect the layer of paving stones to a subsequent layer of paving stones, wherein the at least one opening has a length that is smaller than the length of a paving stone arranged in regular relation, and - filling means arranged in the at at least one opening to provide stability to the layer of paving stones during treatment thereof, characterized in that the filler means comprise at least one releasable filler stone, which defines a take-out opening for receiving a take-out means therein, wherein a largest cross-sectional area parallel to the paving surface of it the part of the take-out means to be received is at least 0.5% of a largest cross-section of the filler block parallel to the pavement surface. [2] A package of paving stones according to claim 1, wherein a package of paving stones comprises a plurality of superimposed layers of paving stones, wherein each of the plurality of layers of paving stones comprises at least one opening with a filling stone therein, the respective filling stones being located one above the other. [3] A package of paving stones according to claim 2, wherein the spacer blocks located one above the other are arranged such that the respective removal openings form a continuous opening. [4] A package of paving stones according to any of the preceding claims, wherein the filler stones comprise twill stones. [5] A package of paving stones according to any one of the preceding claims, wherein the layer of paving stones comprises a plurality of openings in the outer edge of the layer of paving stones for arranging a coupling stone during paving to connect the layer of paving stones to a subsequent layer of paving stones, wherein the multiple openings have a length that is smaller than the length of a paving stone arranged in a regular relationship and wherein a filling stone is provided in each opening. [6] A package of paving stones according to any one of the preceding claims, wherein the filler stone can be filled and filled in an opening between a layer of paving stones and an edge of the paving. [7] A package of paving stones according to any one of the preceding claims, wherein a cross-sectional area of the filler block parallel to the paving surface is at least 35% of a cross-sectional area of the at least one opening parallel to the paving surface. [8] A method for using a package of paving stones according to claims 1-7, comprising the following steps: - placing the removal means in the removal opening, - removing the filling stones from the at least one opening, - placing a layer of paving stones on a substrate, - providing a coupling stone in an opening between layers of paving stones connected to each other. [9] A method for using a layer of paving stones according to claim 8, comprising the step of: - using at least a part of the filling stones in the paving [10] A method for using a layer of paving stones according to any of claims 8-9, comprising the step of providing an edge stone in an opening between a layer of paving stones and an edge of the paving, wherein the edge stone is a filler stone. [11] A method for using a layer of paving stones according to any of claims 8-9, wherein each edge stone is a filler stone. [12] A method according to any of claims 8-11, wherein the removal means placed in the removal opening has a largest cross-sectional area parallel to the pavement surface of the received part of at least 0.5% of a largest cross-sectional area parallel to the pavement surface of the filler. [13] A method for manufacturing a package of paving stones comprising the following steps: - providing a mold, - providing basic material for paving stones, - forming a layer of paving stones arranged in regular relationship in the mold with the basic material, wherein the layer of paving stones extends in a paving surface, wherein at least one opening is provided in an outer edge of a layer of paving stones to insert a coupling stone during paving to connect the layer of paving stones to a subsequent layer of paving stones, wherein the at least one opening has a length that is smaller than the length of a paving stone arranged in regular relation, - providing filling means in the at least one opening to provide stability to the layer of paving stones during treatment thereof, and - fixing the paving stones to a package of paving stones, with the filler and comprise at least one releasable filler stone, which defines a take-out opening for receiving a take-out means therein, wherein a largest cross-sectional area of the received part of the take-out means is at least 0.5% of a run parallel to the paving surface. cross section of the filler. [14] A method according to claim 13, wherein the base material is liquid concrete. [15] A method according to any of claims 13-14, wherein the filler stone is co-formed in the mold.
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同族专利:
公开号 | 公开日 NL2002349A1|2009-06-23| NL2002349C2|2009-08-20| NL2001116C2|2009-06-23|
引用文献:
公开号 | 申请日 | 公开日 | 申请人 | 专利标题 GB1445617A|1972-10-20|1976-08-11|Jordan R|Composite paving structures and units and processes for laying them| DE2452475C2|1972-12-05|1982-09-30|Dr. Barth Gmbh, 7500 Karlsruhe|Covering plate made of plate parts connected to one another by breakable webs, preferably for traffic areas| DE8516904U1|1985-06-10|1985-07-25|Glöde, Horst, 4730 Ahlen|Paver laying machine| NL9200735A|1992-04-22|1993-11-16|Struyk Holding B V|Set of concrete blocks and method for producing a layer of concrete blocks which is suitable for mechanical paving| GB2404674A|2003-08-08|2005-02-09|Tarmac Concrete Products Ltd|Compound paving elements that simplify lifting and installation|
法律状态:
2012-06-30| RE| Patent lapsed|Effective date: 20111231 |
优先权:
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申请号 | 申请日 | 专利标题 NL2001116|2007-12-21| NL2001116A|NL2001116C2|2007-12-21|2007-12-21|Set of paving blocks for laying paving by machine, stabilized during storage, transport and handling by removable filler blocks with openings for locating filler removal tool| 相关专利
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