The present invention relates to a double floor structure and a support leg for a double floor structure, where the support leg is used for constructing a double floor.
Patent Literature 1 discloses a double floor structure in which beams (as constituent members for an upper floor) are arranged on support legs, which are extruded shapes of an aluminum alloy and placed on a lower floor. The support legs disclosed in Patent Literature 1 are formed by assembly of upper, intermediate, and lower members, which are extruded shapes of the aluminum alloy. In the case where a double floor structure is constructed by use of the above support legs, it is possible to comply with various requirements from customers and execution conditions at low cost.
According to the Patent Literature 1, the extrusion direction of the upper member (which supports a beam in the double floor structure) is parallel to the extrusion direction of the beam. On the other hand, the extrusion directions of the intermediate and lower members are the vertical direction, which is perpendicular to the extrusion direction of the upper member. Therefore, the rigidity of the upper member depends on the cross-sectional profile of the extruded shape, so that it is necessary to design the cross-sectional profile of the extruded shape for each of various requirements from customers and execution conditions.
The object of the present invention is to provide a double floor structure and a support leg for a double floor which can comply with various needs of customers and execution conditions at low cost.
In order to solve the above problem, according to the present invention, a double floor structure is provided. The double floor structure according to the present invention is a double floor structure having a plurality of support legs to be placed on a lower floor and a plurality of beams which are arranged in a plurality of rows and constitute an upper floor. The double floor structure according to the present invention is characterized in that each of the support legs includes an upper member supporting the beams from a lower side, a lower member arranged below the upper member, and an intermediate member arranged between the upper member and the lower member, and each of the upper member, the intermediate member, and the lower member is formed of a metal extruded shape, and is to be positioned in such a manner that an extrusion direction coincides with the vertical direction.
According to the present invention, the rigidity of the upper members can be varied by changing the cut lengths in which the upper members are cut from a primary extruded shape. Therefore, it is possible to easily adjust the maximum load or the earthquake resistance of the double floor structure. Although it is preferable to form the extruded shapes of one or more aluminum alloys, alternatively, the extruded shapes may be formed of another material as long as extrusion is possible.
In addition, it is preferable to insert an upper portion of the intermediate member into the upper member, and insert a lower portion of the intermediate member into the lower member. In this case, positioning for fixing the upper member to the intermediate member becomes easy, and positioning for fixing the lower member to the intermediate member also becomes easy.
Although there is no limitation on the connection between the upper member and the beams, for example, the upper member and the beams can be connected by use of bolts and nuts. In this case, the upper member may be fixed to the beams by forming one or more latching grooves extending in the length directions of the beams on the lower surfaces of the beams in advance, and screw engaging the one or more shanks of one or more bolts inserted through the upper member with one or more nuts held in the one or more latching grooves or screw engaging the one or more shanks of one or more bolts having one or more heads held in the one or more latching grooves with one or more nuts arranged on the lower side of the upper member. The use of the one or more latching groove enables fixing of each support leg at an arbitrary position in the length direction of each beam, and further enables easy adjustment of the maximum load or earthquake resistance of the double floor structure.
The double floor structure according to the present invention may include one or more connection members which connect adjacent one of the beams. In this case, the support legs supporting one of the adjacent beams are connected to the other of the adjacent beams through the one or more connection members and the adjacent beams, so that the rigidity of the double floor structure can be increased.
It is preferable to use the one or more latching grooves formed on the lower surfaces of the beams for fixing the one or more connection members to the beams. That is, it is preferable to fix the one or more connection members to the beams by screw engaging the shanks of bolts inserted through the one or more connection members with nuts held in the one or more latching grooves or screw engaging the shanks of bolts having heads held in the one or more latching grooves with nuts arranged on the lower sides of the one or more connection members. In this case, the connection member can be fixed at an arbitrary position in the length direction of each beam.
In the case where the double floor structure is formed for placing one or more pieces of equipment, it is preferable to arrange multiple beams under each piece of equipment, and provide seat members realizing seats for each piece of equipment. In this case, it is preferable to form seat-attachment grooves extending in the length directions of the beams on the upper surfaced of the beams in advance, and fix the seat members on the beams by using at least two seat-attachment grooves. When the double floor structure is arranged as above, the seat members can be fixed at arbitrary positions in the length directions on the beams.
In the case where the seat members are arranged between the beams and the equipment, it is preferable to arrange in the seat members a bolt-holding portion for holding the head of an equipment-fixing bolt (which is used for fixing the equipment to the seats) in advance, and form, in the upper wall of the bolt-holding portion, a plurality of equipment-fixing holes or a set of longer and shorter elongated holes through which the shank of the equipment-fixing bolt can be inserted. In this case, it is possible to easily cope with even a situation in which the pitch of bolt-insertion holes formed in each piece of equipment is different.
In the case where the plurality of equipment-fixing holes are formed in the upper wall of the bolt-holding portion, it is preferable to set the positions of the equipment-fixing holes in such a manner that the arrangement of the equipment-fixing holes when the bolt-holding portion is turned around to the opposite direction in the horizontal plane is different from the arrangement of the equipment-fixing holes before the bolt-holding portion is turned around. In this case, the seat members can cope with a greater variety of equipment.
In addition to the seat members, it is preferable to provide supplementary members which transfer the weight of the equipment to the beams. In this case, it is preferable to arrange the supplementary members to straddle the seat members, so that the equipment can be stably supported.
It is possible to arrange covering panels in the areas on which no equipment is placed. In the case where conditioned air for cooling the equipment flows in the underfloor space (i.e., the space between the upper floor and the lower floor) in the double floor structure having the covering panels, dissipation loss of the conditioned air for can be prevented, so that the equipment can be efficiently cooled. It is preferable to detachably arrange the covering panels so as to cover the spaces between adjacent beams. In this case, installation of new equipment on the areas on which no equipment is placed yet is easy.
Further, in order to solve the aforementioned problem, according to the present invention, a support leg to be placed on a lower floor in the double floor structure is provided. The support leg according to the present invention is characterized in that the support leg includes an upper member which supports an upper floor structure constituting an upper floor, a lower member which is arranged below the upper floor, and an intermediate member arranged between the upper member and the lower member, and each of the upper member, the intermediate member, and the lower member is formed of a metal extruded shape, and is to be positioned in such a manner that an extrusion direction coincides with a vertical direction.
The height of the support leg according to the present invention can be varied by merely changing the cut lengths in which each of the upper member, the intermediate member, and the lower member is cut from a primary extruded shape. Therefore, it is possible to easily change the vertical dimension of the underfloor space, and comply with execution conditions and the customers' needs. The constituent members of the upper floor which can be supported by the support leg according to the present invention include planar members such as floor panels as well as the beams. Although the extruded shapes are preferably formed of aluminum alloys, the extruded shapes may be formed of other metals as long as extrusion is possible.
Although there is no limitation on the cross-sectional profile of the intermediate member, it is preferable that the intermediate member have a cylindrical shape. When conditioned air for cooling the equipment flows in the underfloor space, the intermediate member having a cylindrical shape makes the flow of the conditioned air smooth, so that the equipment is efficiently cooled. In addition, the intermediate member having a cylindrical shape does not have any protrusion or the like on the peripheral surface (i.e., the peripheral surface of the intermediate member has a shape conformable to cables). Therefore, the underfloor cables are less likely to be damaged, and wiring operations can be performed smoothly. Further, since the profile of the intermediate member is directionally uniform, the manufacturing error can be easily absorbed.
Although there is no limitation on the manner of connecting the upper member, the intermediate member, and the lower member, it is preferable to join, by welding, the upper member and the intermediate member, and the intermediate member and the lower member. Although bolt connection needs drilling of parts, tightening of bolts, and other work, such work can be dispensed with by use of the welding.
It is preferable to form a female screw in the side wall of the intermediate member. In this case, optional parts (for example, cable trays, jigs, and the like for fixing wiring and piping) can be easily fixed.
The double floor structure and the support leg for the double floor structure according to the present invention make it possible to comply with execution conditions and the customers' needs.
The double floor F illustrated in
The equipment-installation areas F1 are formed with double floor structures K according to the present embodiment. The passage areas F2 are formed with multiple floor panels P1, P2, . . . arranged between adjacent ones of the double floor structures K. One or more covering panels P are arranged over the areas on which no equipment is placed (uninstalled areas) even in the equipment-installation areas F1. Conditioned air flows in the underfloor space, and blows upward to cool the pieces of equipment C.
Each double floor structure K includes a plurality of support legs 1, beams 2 in two rows, first seat members 3, second seat members 4, and connection members 5. The support legs 1 are arranged on the lower floor S. The beams 2 in two rows constitute an upper floor. The first seat members 3 and the second seat members 4 realize one or more seats for the pieces of equipment C. The connection members 5 indirectly connect the beams 2 in two rows. In the following explanations, the expressions “front” and “front and rear” are used with respect to the length direction of each of the beams 2. For example, the front-rear direction is the length direction of each of the beams 2.
First, the structure of each of the support legs 1 is explained in detail.
Each of the support legs 1 includes a pair of legs 11, a lower member 12, an intermediate member 13, an upper member 14, and protection covers 15, as illustrated in
As illustrated in
The lower member 12 is a member for supporting the intermediate member 13 from the lower side, and is arranged below the upper member 14. The lower member 12 is supported by the legs 11 in such a manner that the lower member 12 is raised above the lower floor S. As illustrated in
As illustrated in
The frame portion 12a has a shape corresponding to the intermediate member 13. Since the intermediate member 13 has a cylindrical shape in the present embodiment, the frame portion 12a also has a cylindrical shape corresponding to the intermediate member 13. The bottom portion of the intermediate member 13 is inserted into the hollow of the frame portion 12a. The inner diameter of the frame portion 12a is slightly greater than the outer diameter of the intermediate member 13.
The leg-connection portions 12b are arranged on both sides of the frame portion 12a. Although there is no limitation on the shapes of the leg-connection portions 12b, the leg-connection portions 12b in the present embodiment each have a tubular shape. The column portions 11b of the pair of legs 11 are respectively inserted through the hollows in the leg-connection portions 12b. The hollows (holes) in the leg-connection portions 12b may be formed when the primary extruded shape 12′ (from which the lower member 12 is cut as illustrated in
The ribs 12c are laterally projected from the frame portion 12a. In each of the ribs 12c in the present embodiment, a hollow continuously extending in the vertical direction is formed.
The lower member 12 is fixed to the pair of legs 11 as follows. First, the lower nut 11c is screw engaged with the column portion 11b in each of the pair of legs 11. Then, the column portions 11b are inserted through the leg-connection portions 12b of the lower member 12 so that the leg-connection portions 12b are placed on the lower nuts 11c. Thereafter, the upper nuts 11d are screwed onto the column portions 11b (as illustrated in
As illustrated in
The intermediate member 13 has a cylindrical shape. As illustrated in
The intermediate member 13 and the lower member 12 can be joined by welding after the bottom portion of the intermediate member 13 is inserted into the frame portion 12a in the lower member 12 as illustrated in
As illustrated in
As illustrated in
The frame portion 14a has a shape corresponding to the intermediate member 13. The frame portion 14a also has a cylindrical shape corresponding to the intermediate member 14. The top portion of the intermediate member 13 is inserted into the hollow of the frame portion 14a. The inner diameter of the frame portion 14a is slightly greater than the outer diameter of the intermediate member 13.
The projecting portions 14b are formed on the periphery of the frame portion 14a, Hollows continuously extending in the vertical direction are formed in the projecting portions 14b.
The insert-receiving portions 14c are portions for guiding the shanks of beam-fixing bolts B1 (as illustrated in
The upper member 14 and the lower member 12 can be joined by welding after the top portion of the intermediate member 13 is inserted into the frame portion 14a in the upper member 14 as illustrated in
The protection covers 15 illustrated in
Next, the structure of the beams 2 is explained in detail.
As illustrated in
Each of the beams 2 is arranged over ones (three in the present embodiment) of the support legs 1, which are arranged at intervals. The beams 2 in the present embodiment are formed of an extruded shape of an aluminum alloy having a hollow cross section.
As illustrated in
The heads of the beam-fixing bolts B1 are held in the latching grooves 2a. The opening widths of the latching grooves 2a are arranged to be smaller than the widths across flats (i.e., the minimum widths) of the beam-fixing bolts B1 so that the heads of the beam-fixing bolts B1 held in the latching grooves 2a do not fall off the latching grooves 2a. The one of the latching grooves 2a on the right side is formed at the position corresponding to the four insert-receiving portions 14c aligned on the right side, and the one of the latching grooves 2a on the left side is formed at the position corresponding to the four insert-receiving portions 14c aligned on the left side.
Female-screw members N2 for fixing the seats are held in the seat-attachment grooves 2b. The opening widths of the seat-attachment grooves 2b are arranged to be smaller than the widths of the female-screw members N2 so that the female-screw members N2 held in the seat-attachment grooves 2b do not fall off the seat-attachment grooves 2b.
Each of the beams 2 can be fixed to the support legs 1 by placing the beam 2 on the upper members 14 of the support legs 1, and joining the upper member 14 to the beam 2 by using the beam-fixing bolts B1 and beam-fixing nuts N1. Specifically, the beam 2 can be fixed to the support legs 1 by inserting the heads of the beam-fixing bolts B1 into the latching grooves 2a from an end of the beam 2, inserting the shanks of the beam-fixing bolts B1 into the insert-receiving portions 14c from the upper side, screwing the beam-fixing nuts N1 onto portions of the shanks of the beam-fixing bolts B1 which protrude from the lower ends of the insert-receiving portions 14c, and tightening the beam-fixing nuts N1 (as illustrated in
Next, the structures of the first seat members 3 and the second seat members 4 illustrated in
As illustrated in
As illustrated in
The first seat members 3 can be fixed to the beam 2 by selecting two of the three seat-attachment grooves 2b, placing the first seat members 3 on the beam 2, inserting the shanks of the seat-fixing bolts B2 through the through holes 3b from the upper side of the first seat members 3, and screw engaging the shanks of the seat-fixing bolts B2 with the female-screw members N2 held in the seat-attachment grooves 2b. Alternatively, although not shown, it is possible to hold the heads of the seat-fixing bolts B2 in the seat-attachment grooves 2b, and screw engage the shanks of the seat-fixing bolts B2 protruding from the seat-attachment grooves 2b, with nuts arranged on the upper side of the flanges 32. The positions at which the first seat members 3 are attached can be moved in the front-rear direction by moving the positions at which the seat-fixing bolts B2 are screw engaged with the female-screw members N2, along the direction in which the seat-attachment grooves 2b extend. Further, the position at which each of the first seat members 3 is attached can be moved in the lateral direction by changing the seat-attachment groove to which the first seat member 3 is attached.
As illustrated in
As illustrated in
As illustrated in
The second seat members 4 can be fixed to the beam 2 by selecting two of the three seat-attachment grooves 2b, placing the second seat members 4 on the beam 2, inserting the shanks of the seat-fixing bolts B2 through the through holes 4c from the upper side of the second seat members 4, and screw engaging the shanks of the seat-fixing bolts B2 with the female-screw members N2 held in the seat-attachment grooves 2b. Alternatively, although not shown, it is possible to hold the heads of the seat-fixing bolts B2 in the seat-fixing grooves 2b, and screw engage the shanks of the seat-fixing bolts B2 protruding from the seat-fixing grooves 2b, with nuts arranged on the upper side of the flanges 42. The positions at which the second seat members 4 are attached can be moved in the front-rear direction by moving the positions at which the seat-fixing bolts B2 are screw engaged with the female-screw members N2, along the direction in which the seat-attachment grooves 2b extend. Further, the position at which each of the second seat members 4 is attached can be moved in the lateral direction by changing the seat-attachment groove to which the second seat member 4 is attached.
Female screws in the number corresponding to the number of the seat-fixing bolts B2 inserted through the seat-attachment grooves 2b (two in the present embodiment) are formed in each of the female-screw members N2. In this case, the first and second seat members 3 and 4 can be attached to the beams 2 simply and quickly.
The pieces of equipment C (illustrated in
Next, the structures of the connection members 5 are explained in detail.
As illustrated in
The connection members 5 can be joined to the beams 2 by use of the connection bolts B4 and connection nuts N4. Specifically, the connection members 5 are joined to the lower surfaces of the beams 2 by inserting the heads of the connection bolts B4 into the latching grooves 2a from ends of the beams 2, inserting the shanks of the connection bolts B4 through the through holes 5a, screwing the shanks of the connection bolts B4 into the connection nuts N4 arranged on the lower side of the connection members 5, and tightening the screws. Although not shown, alternatively, the connection members 5 can be joined to the beams 2 by inserting the shanks of the connection bolts B4 through the through holes 5a from the lower side of the connection members 5, and screw engaging the shanks of the connection bolts B4 with the connection nuts N4 held in the latching grooves 2a.
Although the pieces of equipment C are installed on the double floor structures K, the covering panels P1 are arranged over the areas on which the pieces of equipment C are not installed, as illustrated in
The arrangement of the covering panels P1 can prevent dissipation of the conditioned air, which flows in the underfloor space for cooling the pieces of equipment C. Therefore, the arrangement of the covering panels P1 enables efficient cooling of the pieces of equipment C. Although the detachable arrangement of the covering panels P1 is realized in the present embodiment by placement of the covering panels P1 on the projecting supports 21 formed on the side surfaces of the beams 2, alternatively, the covering panels P1 may be fixed to the beams 2 by using a detachable fixing means (bolts, screws, and the like) or an detachable engagement mechanism.
Although the floor panels P2 are arranged to cover the passage areas F2 as illustrated in
According to the double floor structure K having the above structure, the rigidity of the upper members 14 can be varied by changing the cut length in the primary extruded shape 14′ (from which the upper members 14 are cut). Therefore, the maximum load or the earthquake resistance of the double floor structure K can be easily controlled. That is, the maximum load or the earthquake resistance of the double floor structure K can be adjusted without changing the cross-sectional profile of the primary extruded shape 14′ (from which the upper members 14 are cut). In addition, the elevation of the underfloor space can be easily changed by simply changing the cut length in at least one of the primary extruded shape 12′ (from which the lower member 12 are cut), the primary extruded shape 13′ (from which the intermediate member 13 are cut), and the primary extruded shape 14′ (from which the upper members 14 are cut). Further, the double floor structure K can cope with the execution conditions and customers' needs at low cost. Alternatively, the strengths of the support legs 1 (and therefore the max load and the earthquake resistance of the double floor structure K) can be adjusted by changing the cross-sectional profiles and/or thicknesses of the extruded shapes 12′, 13′, and 14′.
According to the support legs 1 in the present embodiment, the bottom portion of the intermediate member 13 is inserted into the lower member 12, and the top portion of the intermediate member 13 is inserted into the upper member 14. Therefore, the intermediate member 13 can be easily positioned when the intermediate member 13 is fixed to the lower member 12 or to the upper member 14.
In the support legs 1, the lower member 12 and the intermediate member 13 are joined by welding, instead of bolt connection, and the intermediate member 13 and the lower member 12 are also joined by welding, instead of bolt connection. Therefore, it is possible to simplify the operations for assembling the support legs 1 (since drilling, screwing of bolts, and the like are unnecessary).
The support legs 1 are formed by using the hollow members. Therefore, the flow of the conditioned air in the underfloor space for cooling the pieces of equipment C becomes smooth, so that the pieces of equipment C can be efficiently cooled.
In the double floor structure K according to the present embodiment, the support legs 1 are fixed to the beams 2 by using the latching grooves 2a formed in the beams 2. The use of the latching grooves 2a enables fixing of the support legs 1 at arbitrary positions in the length direction of the beams 2, easy increase or decrease in the intervals at which the support legs 1 are arranged, and easy adjustment of the maximum load and the earthquake resistance of the double floor structure K.
In the double floor structure K, the support legs 1 supporting one of two adjacent beams 2 and the support legs 1 supporting the other of the two adjacent beams 2 are connected through the two adjacent beams 2 and the connection members 5. Therefore, it is possible to achieve high rigidity of the double floor structure K.
In the double floor structure K, the connection members 5 are fixed to the beams 2 by using the latching grooves 2a. Therefore, the positions at which the connection members 5 are fixed can be arbitrarily changed along the length direction of the beams 2, and the number of the connection members 5 can be easily increased.
Although the pieces of equipment C are placed on the first and second seat members 3 and 4 in the present embodiment, it is possible to arrange supplementary members 6 and 7 between the pieces of equipment C and the beams 2 as illustrated in
The supplementary members 6 transfer the weights of the pieces of equipment C to the beams 2 (as illustrated in
The supports 61 are arranged on the front and rear sides of the first seat members 3 so as to project from the lower surface of the table portion 62. The supports 61 is arranged to have the same height as the first seat members 3.
The upper surface of the table portion 62 abuts the lower surface of one of the pieces of equipment C (illustrated in
As illustrated in
Number | Date | Country | Kind |
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2009-180544 | Aug 2009 | JP | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/JP2010/063107 | 8/3/2010 | WO | 00 | 2/2/2012 |
Publishing Document | Publishing Date | Country | Kind |
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WO2011/016453 | 2/10/2011 | WO | A |
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Number | Date | Country |
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2009-150088 | Jul 2009 | JP |
Number | Date | Country | |
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20120131862 A1 | May 2012 | US |