1. Field of the Invention
The present invention relates to a method of joining two cable racks together in a longitudinal direction thereof, and a splice plate for use in the method.
2. Description of the Background Art
In various architectural structures, such as office buildings, industrial plants and station buildings, cable racks are set up to allow a cable to be laid out therealong. This type of cable racks have a ladder-like structure in which two primary beams extending in parallel relation to each other are connected together by a plurality of secondary beams disposed therebetween at certain intervals. Commercially-available cable racks are limited to several types each having a given length. Thus, when it is necessary to lay out a cable over a long distance, a plurality of cable racks are used by joining them together in a longitudinal direction thereof.
In such a case, a splice plate 30 having a configuration as shown in
More specifically, as shown in
Each of the secondary beams 3 is provided such that lower surfaces of opposite ends thereof are weldingly fixed to respective upper surfaces of the second (i.e., lower) beam edge portions 23 of the two primary beams 2 positioned in parallel relation to each other. Each of the primary beams 2 has two joint holes 27 which are formed in each of opposite longitudinal ends of the depressed plate portion 26 to allow a bolt to be inserted thereinto, and arranged longitudinally in side-by-side relation to each other.
In order to allow the splice plate 30 to be positioned in such a manner so as to cover respective adjacent ends of each of two longitudinally-aligned pairs of the primary beams 2 in the two cable racks 1, from an outside of the cable racks 1, as shown in
In the conventional structure illustrated in
In the joining technique using the conventional splice plate 30, it is required to perform a bolting operation at two positions with respect to each of the adjacent ends of the longitudinally-aligned pair of primary beams 2, i.e., at four position on one side of the two cable racks 1, or at total eight positions on both sides of the two cable racks 1. Thus, the entire joining operation becomes cumbersome, complicated and too time-consuming. Particularly, in many cases, the cable racks are set up at a relatively high location in an architectural structure. Thus, the bolting operation to be performed eight times at a high location is generally troublesome. Moreover, it is required to pay careful attention so as to prevent accidental drop-off of a bolt or nut during the operation at a high location.
As measures for the above problems, it has been proposed a technique of additionally providing a reverse bent portion (i.e., lock portion) to extend from a distal edge of at least an upper one of the first and second bent plate edge portions 32, 33 of the splice plate 30, in a manner engageable with the first (i.e., upper) bent edge plate portion 22 of the primary beam 2 of the cable rack 1 in
In the above technique, it is required to additionally form the lock portion at least in an upper region of the splice plate, which causes a problem of an increase in production cost of the splice plate.
For that reason, there has also been proposed a technique of forming a splice plate in a planar shape capable of being fitted into the depressed plate portion 26 of the primary beam 1 in
In some actual cable rack joining operations, an end of a cable rack is out off in an installation site in order to adjust a length thereof. In such cases, the above technique has a problem that, after the cutting operation, a new protrusion has to be accurately formed on the cut end of the primary beam in the installation site.
Further, in some actual cable rack joining operations, two cable racks are joined together while providing a certain gap therebetween in consideration of thermal expansion and shrinkage. In such cases, the above planar-shaped splice plate fittable into the depressed plate portion 26 will expose a part of the gap between the longitudinally-aligned pair of primary beams, on upward and downward sides thereof. This causes the appearance to be poor and the appearance causing operator's anxiety about its strength.
In view of the above problems, it is an object of the present invention to provide a method of joining two cable racks together, which is capable of allowing the number of bolting positions on one side of the two cable racks to be reduced to two, and coping with cut-off of an end of the cable rack, while facilitating a reduction in production cost. It is another object of the present invention to provide a splice plate for use in the method.
In order to achieve the above objects, according to one aspect of the present invention, there is provided a method of joining two cable racks together in a longitudinal direction thereof, wherein each of the cable racks has two primary beams each having a vertically planar plate portion, and first and second bent edge plate portions extending from respective upper and lower edges of the planar plate portion inwardly in a direction perpendicular to the planar plate portion; and a plurality of secondary beams connecting the two primary beams together in such a manner that opposite ends of each of the secondary beams are fixed to respective upper surfaces of the second bent edge plate portions of the two primary beams, and wherein each of the two primary beams has two joint holes which are formed in each of opposite longitudinal ends of the planar plate portion, and arranged longitudinally in side-by-side relation to each other. The method comprises the steps of: aligning the two cable racks to each other in the longitudinal direction thereof; providing a splice plate which comprises: a vertically planar plate; and first and second bent plate edge portions extending from respective upper and lower edges of the planar plate portion in such a manner as to cover respective adjacent ends of each of two longitudinally-aligned pairs of the primary beams of the two cable racks, from an outside of the two cable racks, wherein said planar plate portion has two insertion holes each formed at a position corresponding to a first one of the two joint holes in each of the adjacent ends of the longitudinally-aligned pair of primary beams, and two lock protrusions, each formed at a position corresponding to the other second joint hole, in a manner engageable with the second joint hole; pressing the planar plate portion of the splice plate, against the two planar plate portions of the adjacent ends of the longitudinally-aligned pair of primary beams, while placing the first and second bent plate edge portions of the splice plate, on respective ones of the two pairs of first and second bent edge plate portions of the adjacent ends of the longitudinally-aligned pair of primary beams, from the outside of the two cable racks, to bring the two lock protrusions of the planar plate portion of the splice plate into engagement with the respective second joint holes of the two planar plate portions of the adjacent ends of the longitudinally-aligned pair of primary beams; and inserting a bolt into the first joint hole in each of the adjacent ends of the longitudinally-aligned pair of primary beams, and a corresponding one of the two insertion holes of the splice plate, and fastening a nut to the inserted bolt from the side of a distal end of the inserted bolt to clamp the two planar plate portions of the adjacent ends of the longitudinally-aligned pair of primary beams, and the planar plate portion of the splice plate, between the bolt and the nut.
In the above method of the present invention, the planar plate portion of the splice plate is pressed against the two planar plate portions of the adjacent ends of the longitudinally-aligned pair of primary beams, from the outside of the two cable racks, to bring the two lock protrusions of the planar plate portion of the splice plate into engagement with the respective second joint holes of the two planar plate portions. Then, in this state, a bolt is inserted into the first joint hole in each of the adjacent ends of the longitudinally-aligned pair of primary beams, and a corresponding one of the two insertion holes of the splice plate, and a nut is fastened to the inserted bolt from the side of a distal end of the inserted bolt to join the respective ends of the longitudinally-aligned pair of primary beams of two cable racks together in a longitudinal direction thereof. Thus, in this method, a bolting operation is performed only at one position with respect to each of the adjacent ends of the longitudinally-aligned pair of primary beams, i.e., at two position on one side of the two cable racks, or at total four positions on both sides of the two cable racks. That is, the number of bolting operations can be reduced by half as compared with the conventional technique. This also makes it possible to reduce by half a time of the entire joining operation and a problem in the joining operation.
In addition, the respective ends of the longitudinally-aligned pair of primary beams of the two cable racks can be joined together in a longitudinal direction thereof by pressing the planar plate portion of the splice plate against the two planar plate portions of the adjacent ends of the longitudinally-aligned pair of primary beams, from the outside of the two cable racks, to bring the two lock protrusions of the planar plate portion of the splice plate into engagement with the respective second joint holes of the two planar plate portions, inserting a bolt into the first joint hole in each of the adjacent ends of the longitudinally-aligned pair of primary beams, and a corresponding one of the two insertion holes of the splice plate, and fastening a nut to the inserted bolt from the side of a distal end of the inserted bolt. This makes it possible to eliminate the need for additionally providing the reverse bent portion extending from a distal edge of at least the first bent plate edge portion of the splice plate, in a manner engageable with the first bent edge plate portion of the primary beam, so as to facilitate a reduction in production cost.
Furthermore, the method of the present invention can cope with the problem caused by the protrusion in an end of the primary beam which is formed due to cut-off of an end of a primary beam.
In another aspect of the present invention, a pair of splice plates with the same lock protrusions can be employed to join respective adjacent ends of two cable racks together, in such a manner that the two cable racks are adjustably rotated and positioned relative to each other to allow one of the two cable racks to be inclined relative to the other cable rack with respect to a longitudinal-lateral plane of the two cable racks in a longitudinally aligned state.
In a yet another aspect of the present invention, a pair of splice plates with the same lock protrusions can be employed to join respective adjacent ends of two cable racks together, in such a manner that the two cable racks are adjustably rotated and positioned relative to each other to allow one of the two cable racks to be inclined laterally relative to the other cable rack in approximately the same longitudinal-lateral plane of the two cable racks in a longitudinally aligned state.
With reference to the drawings, the present invention will now be described based on an embodiment thereof.
As already described in connection with
The two primary beams 2 positioned in parallel relation to each other are connected together by a plurality of secondary beams 3, in such a manner that lower surfaces 3a of opposite ends of each of the secondary beams 3 are placed on respective upper surfaces of second (i.e., lower) beam edge portions 23 of the two primary beams 2 while bringing upper corners 3b of the ends of the secondary beam 3 into contact with respective inner surfaces of inclined lower step portions 25 of the two primary beams 2, and then weldingly fixed to the respective upper surfaces of the second beam edge portions 23.
As shown in
A splice plate 50 illustrated in
The splice plate 50 has a vertically planar plate 51, first and second bent plate edge portions 52, 53 extending from respective upper and lower edges of the planar plate portion 51 in such a manner as to cover respective adjacent ends of each of two longitudinally-aligned pairs of the primary beams 2 in the two racks 1, and a vertically planar depressed plate portion 54 formed by depressing a generally vertically central region of the planar plate portion 51 inwardly.
The splice plate 50 also has two insertion holes 55 each formed in the depressed plate portion 54 at a position corresponding to a first one 27′ of two joint holes 27, 27′ which are formed in each of the adjacent ends of the longitudinally-aligned pair of primary beams 2, and arranged longitudinally in side-by-side relation to each other, and two lock protrusions 56 each formed to protrude inwardly (i.e., toward an outer surface of the longitudinally-aligned pairs of primary beams 2) at a position corresponding to the other second joint hole 27, in a manner engageable with the second joint hole 27.
Each of the lock protrusions 56 may be formed as a cut-and-bent portion by press working, for example, to have a cut-and-bent shape in which a circular region of the depressed plate portion 54 protrudes inwardly, wherein an amount of protrusion in the circular region gradually increases in a downward direction, and the circular region has an arc-shaped cut portion 57 in a lower edge thereof, as shown in
A method of joining the two cable racks 1 (see
As shown in
As shown in
Then, a threaded portion 62 of a bolt 60 is inserted into the first (longitudinally outward-side) joint hole 27′ in each of the adjacent ends of the longitudinally-aligned pair of primary beams 2, and a corresponding one of the two insertion holes 55 of the splice plate 50, from an inside of the two cable racks 1, and a flange nut 70 is turned after being attached to the inserted bolt 60 from the outside of the two cable rack 1, to clamp the two depressed beam portions 26 in the adjacent ends of the longitudinally-aligned pair of primary beams 2, and the depressed plate portion 54 of the splice plate 50, between a head of the bolt and the flange nut 70.
In the above manner, each of the two longitudinally-aligned pairs of primary beams 2 on both sides of the two cable racks 1 can be joined together in the adjacent ends thereof using the splice plates 50.
The two lock protrusions 56 of the splice plate 50 are engaged by the two joint holes 27 of the longitudinally-aligned pair of primary beams 2. Thus, the longitudinally-aligned pair of primary beams 2 can be joined together by performing a bolting operation only at two positions on one side of the two cable racks 1, i.e., at four positions on both sides of the two cable racks 1. This makes it possible to reduce by half the number of bolting positions, and a time of the joining operation, as compared with the conventional technique.
In addition, a fastening operation using a bolt and a nut is performed at two positions, while maintaining the two lock protrusions 56 in an engaged state at two positions. This makes it possible to eliminate the need for additionally providing the reverse bent portion extending from a distal edge of at least an upper one of the first and second bent plate edge portions 52, 53 of the splice plate 50, in a manner engageable with the first bent edge plate portion 52 of the primary beam 2, as in the conventional technique, so as to facilitate a reduction in production cost.
Furthermore, the above method can cope with cut-off of an end of the primary beam 2 for the purpose of length adjustment, without the problem caused by providing the protrusion in an end of the primary beam, as in the conventional technique.
The positional relationship between the lock protrusions 56 and the insertion holes 55 of the splice plate 50 may be reversed, i.e., each of the insertion holes 55 may be arranged on a longitudinally outward side of the splice plate 50, and each of the lock protrusions 56 may be arranged on a longitudinally inward side of the splice plate 50. Further, the vertical inclination of the lock protrusion 56 may be reversed.
Although not illustrated, each of the lock protrusions 56 may be formed in a cut-and-bent shape in which a triangular region of the depressed plate portion 54 protrudes inwardly, wherein an amount of protrusion in the triangular region gradually increases in a downward direction, and the triangular region has an arc-shaped cut portion 57 in a lower edge thereof, or may be formed in a cut-and-bent shape in which a region of the depressed plate portion 54 protrudes inwardly in upper and lower edges thereof, wherein the region has a cut portion in each of the upper and lower edges thereof.
Specifically, the splice plate 80 has a vertically planar plate 81 having low and high planar plate portions which are formed to have different height dimensions each conforming to a corresponding one of a longitudinally-aligned pair of primary beams 2 in two racks 1, and arranged in a longitudinal direction thereof; two first bent plate edge portions 82a, 82b extending from respective upper edges of the low and high planar plate portions in such a manner as cover respective adjacent ends of the longitudinally-aligned pair of primary beams 2; a second bent plate edge portion 83 extending from a common lower edge of the low and high planar plate portions in such a manner as cover respective adjacent ends of the longitudinally-aligned pair of primary beams 2; and two vertically planar depressed plate portions 84a, 84b formed by depressing respective generally vertically central regions of the low and high planar plate portions of the planar plate portion 81, inwardly.
Each of the depressed plate portion 84a, 84b has an insertion hole 85 formed at a position corresponding to one of the two first (longitudinally outward-side) joint holes 27′ in the adjacent ends of the longitudinally-aligned pair of primary beams 2, and a lock protrusion 86 protruding inwardly in a manner engageable with the second (longitudinally inward-side) joint hole 27.
Specifically, the splice plate 90 has a vertically planar plate 91 having first and second planar plate portions which are formed integrally at a certain inclination angle relative to each other; two first bent plate edge portions 92 extending from respective upper edges of the first and second planar plate portions of the planar plate portion 91 in such a manner as cover respective adjacent ends of the longitudinally-aligned pair of primary beams 2; two second bent plate edge portions 93 extending from respective lower edges of the first and second planar plate portions of the planar plate portion 91 in such a manner as cover respective adjacent ends of the longitudinally-aligned pair of primary beams 2; and two vertically planar depressed plate portions 94 formed by inwardly depressing respective generally vertically central regions of the first and second planar plate portions of the planar plate portion 91.
Each of the depressed plate portions 94 has an insertion hole 95 formed at a position corresponding to one of the two first (longitudinally outward-side) joint holes 27′ in the adjacent ends of the longitudinally-aligned pair of primary beams 2, and a lock protrusion 96 protruding inwardly in a manner engageable with the second (longitudinally inward-side) joint hole 27.
Specifically, the splice plate 100 has a pair of splice plates, each of which includes: a planar plate portion vertically planar plate 101; first and second bent plate edge portions 102, 103 extending from respective upper and lower edges of the planar plate portion 101 in such a manner as cover respective adjacent ends of the longitudinally-aligned pair of primary beams; vertically planar depressed plate portions 104 formed by inwardly depressing a generally vertically central region of the planar plate portion 101; and a vertically planar coupling portion 108 extending from the planar plate portion 101 and having a coupling hole 107 in a distal end thereof.
The depressed plate portion 104 has an insertion hole 105 formed at a position corresponding to one of the two first (longitudinally outward-side) joint holes 27′ in the adjacent ends of the longitudinally-aligned pair of primary beams 2, and a lock protrusion 106 protruding inwardly in a manner engageable with the second (longitudinally inward-side) joint hole 27.
In the splice plate 100, the respective coupling holes 107 of the coupling portions 108 are aligned with each other, and the pair of the splice plates are rotatably coupled to each other by a bolt 110 and a nut 111.
In this embodiment, the two cable racks are joined together in the following manner. The two depressed plate portions 104 of the pair of splice plates 100 are pressed against the respective two depressed beam portions 26 in the adjacent ends of the longitudinally-aligned pair of primary beams, while placing the two pairs of first and second bent plate edge portions 102, 103 of the pairs of splice plates 100, on the respective ones of the two pairs of first and second bent edge plate portions of the adjacent ends of the longitudinally-aligned pair of primary beams, from the outside of the two cable racks, to bring the two lock protrusions 106 of the pairs of splice plates 100 into engagement with the respective second joint holes 27 of the two depressed beam portions in the adjacent ends of the longitudinally-aligned pair of primary beams. Then, the bolt 60 is inserted into the first joint hole 27′ in each of the adjacent ends of the longitudinally-aligned pair of primary beams, and a corresponding one of the two insertion holes 105 of the pair of splice plates of the splice plate 100, and the nut 70 is fastened to the inserted bolt 60 from the side of a distal end of the inserted bolt 60 to clamp the two depressed beam portions in the adjacent ends of the longitudinally-aligned pair of primary beams, and the two depressed plate portions 104 of the pair of splice plates 100, between the bolt 60 and the nut 70, to fixedly fasten the pair of splice plates 100 to the respective adjacent ends of the longitudinally-aligned pair of primary beams. Then, the pair of splice plates 100 are fixedly fastened together through the coupling holes 107 of the coupling portions 108 of the pair of splice plates 100 by a bolt 110 and a nut 111, while adjustingly rotating and positioning the pair of splice plates 100.
Specifically, the splice plate 200 has a pair of splice plates, each of which includes: a vertically planar plate portion 201; first and second bent plate edge portions 202, 203 extending from respective upper and lower edges of the planar plate portion 201 in such a manner as cover respective adjacent ends of the longitudinally-aligned pair of primary beams; vertically planar depressed plate portions 204 formed by depressing a generally vertically central region of the planar plate portion 201, inwardly.
The depressed plate portion 204 has an insertion hole 205 formed at a position corresponding to one of the two first (longitudinally outward-side) joint holes 27′ in the adjacent ends of the longitudinally-aligned pair of primary beams 2, and a lock protrusion 206 protruding inwardly in a manner engageable with the second (longitudinally inward-side) joint hole 27.
In the splice plate 200, the pair of splice plates are coupled to each other by a pair of pivotally coupling portions (e.g., hinge elements) 210 extending from the respective two plate bodies 201 thereof, in such a manner as to allow one of the pairs of splice plates to be inclined laterally relative to the other splice plates in approximately the same longitudinal-lateral plane of the two cable racks in a longitudinally aligned state.
In this embodiment, the two cable racks are joined together in such a manner that the two cable racks are adjustably rotated and positioned relative to each other to allow one of the two cable racks to be inclined laterally relative to the other cable rack in approximately the same longitudinal-lateral plane of the two cable racks in a longitudinally aligned state, in the following manner. The two depressed plate portions 204 of the pair of splice plates 200 are pressed against the respective two depressed beam portions in the adjacent ends of the longitudinally-aligned pair of primary beams, while placing the two pairs of first and second bent plate edge portions 202, 203 of the pairs of splice plates 200, on the respective ones of the two pairs of first and second bent edge plate portions of the adjacent ends of the longitudinally-aligned pair of primary beams, from the outside of the two cable racks, to bring the two lock protrusions 206 of the pairs of splice plates 100 into engagement with the respective second joint holes 27 of the two depressed beam portions in the adjacent ends of the longitudinally-aligned pair of primary beams. Then, a bolt 60 is inserted into the first joint hole 27′ in each of the adjacent ends of the longitudinally-aligned pair of primary beams, and a corresponding one of the two insertion holes 205 of the pair of splice plates 200, and a nut 70 is fastened to the inserted bolt 60 from the side of a distal end of the inserted bolt 60 to clamp the two depressed beam portions in the adjacent ends of the longitudinally-aligned pair of primary beams, and the two depressed plate portions 204 of the pair of splice plates 200, between the bolt 60 and the nut 70, to fixedly fasten the pair of splice plates of the splice plate 200 to the respective adjacent ends of the longitudinally-aligned pair of primary beams.
In the second to fifth embodiments illustrated in
The above embodiments are intended to be used for one type of cable rack 1 where a vertically planar plate portion 21 of a primary beam 2 has a vertically planner depressed plate portion. In another type of cable rack 1 as shown in
Specifically, the splice plate 150 illustrated in
In this embodiment, the two cable racks are joined together in the following manner. As shown in
Then, a threaded portion 62 of a bolt 60 is inserted into the first joint hole 27′ in each of the adjacent ends of the longitudinally-aligned pair of primary beams 2, from the inside of the two cable racks, and a corresponding one of the two insertion holes 155 of the splice plate 150, and a flange nut 70 is fastened to the inserted bolt 60 from the side of a distal end of the inserted bolt 60 and turned, from the outside of the two racks, to clamp the two planar plate portions 21 in the adjacent ends of the longitudinally-aligned pair of primary beams 2, and the planar plate portion 151 of the splice plate 150, between a head 63 of the bolt 60 and the flange nut 70. In the above manner, each of the two longitudinally-aligned pairs of primary beams 2 on both sides of the two cable racks 1 can be joined together in the adjacent ends thereof using the splice plates 150. When a cable rack is the type as shown in
Number | Date | Country | Kind |
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2007-317751 | Dec 2007 | JP | national |