JP4272045B2 - Rotating building structure - Google Patents

Description

  The present invention relates to a rotary building structure having a plurality of rotatable rotatable parts stacked in the vertical direction.

Sunlight and view are one of the important elements for building structures. For example, in condominiums such as condominiums, the popularity of residences facing the south is strong. In hotels, rooms with a good view are very popular. For this reason, on the other hand, the housing facing the north side may become less popular, and there may be a case where a hotel with a good view or a bad room is required even in a hotel, so that a device for operation is required. In consideration of such a situation, it has been studied to solve the above-described problem by making all or part of the building structure movable [Patent Document 1]. The building structure described in [Patent Document 1] is a multi-layer building structure having a circular moving part that rotates around a core part located in the center part.
Japanese Patent Laid-Open No. 9-195535

  However, although the building structure described in [Patent Document 1] described above is a multi-layer structure, the orbiting moving portion outside the core portion rotates integrally. For this reason, the degree of freedom is lacking, and further improvement has been demanded. Therefore, the present invention makes it possible to obtain a changing view, to ensure good sunshine in the entire structure, and to provide a rotating building structure with a high degree of freedom of change and adjustment. It is to provide.

The rotary building structure according to claim 1 includes a core portion erected upward, a plurality of rotation modules that are independently rotatable around the core portion , and a core portion. A hook-shaped bracket extending outward, a rotation module disposed between the rotation module and the bracket, and a suspension means for rotatably supporting the rotation module; and between the rotation module and the bracket, Fixing means for fixing the rotation module to the bracket, and the suspension means has a seismic isolation mechanism .

The invention according to claim 5 is the rotary building structure according to any one of claims 1 to 4 , wherein the rotary module is a hook-shaped bracket that extends outward from the core portion. It is arranged on the upper surface.

The invention according to claim 6 is the rotary building structure according to any one of claims 1 to 4 , wherein the rotary module is formed from a bowl-shaped bracket that extends outward from the core portion. It is characterized by being suspended.

The invention described in claim 7 is the rotary building structure according to claim 1, a water supply and drainage main pipe inside the core portion disposed in the vertical direction, and plumbing tank disposed annularly rotation module The water supply / drainage pipe is further provided with a water supply / drainage branch extending laterally from the water supply / drainage main pipe and having a tip located in the water supply / drainage tank.

The invention according to claim 8 is the rotary building structure according to claim 1, wherein the water supply / drainage main pipe arranged in the vertical direction inside the core part, and the water supply / drainage main pipe arranged annularly in the core part, It is further characterized by further comprising a connected annular transfer section and a water supply / drainage branch pipe disposed in the rotary module and having a tip positioned in the annular transfer section.

The invention according to claim 9 is characterized in that, in the rotary building structure according to any one of claims 1 to 8 , a staircase and an elevator shaft are disposed inside the core portion. .

The invention according to claim 10 is the rotary building structure according to claim 9 , wherein an annular corridor is formed outside the core portion, and a room is arranged outside the corridor, and the corridor is It is characterized by being located on the rotating module side.

  According to the rotary building structure of the first aspect, the rotation module rotates around the core portion, but the plurality of rotation modules stacked in the vertical direction can be independently rotated. That is, it is possible to rotate only one rotation module or change the rotation speed and rotation direction among a plurality of rotation modules. For this reason, the degree of freedom of rotation is high, and the rotation method and the rotation position of the rotation module unit can be adjusted according to the season and the nature of the building structure (whether it is a residence or a commercial building).

According to the rotary building structure of the fifth or sixth aspect , it is possible to reliably integrate the rotation module and the core portion while enabling the rotation. When the rotating module is arranged on the upper surface of the bracket, if the rotating module is not rotated, it is only necessary to place the rotating module on the upper surface of the bracket. do not need. When suspending the rotating module from the bracket, it is only necessary to fix both of them when the rotating module is not rotated. When rotating the rotating module, it is possible to immediately rotate by removing the fixing, and it is easy to rotate.

According to the rotary building structure of the seventh or eighth aspect , since the water supply / drainage branch pipe is provided in each rotary module, it is not necessary to synchronize the rotation of all the rotary modules, and the degree of freedom of rotation is high. Further, since the core portion and the rotating module are not connected by the water supply / drainage branch pipe, the rotating module can be continuously rotated in one direction.

According to the rotary building structure according to claim 9 , the staircase and the elevator shaft necessary for the vertical movement are provided in the core portion, so that the vertical module can be moved in the vertical direction even if the rotary module rotates. It becomes possible to move smoothly. In particular, since the rotation of the rotary building structure of the present invention is not synchronized for each rotary module, it is difficult to move in the vertical direction between the rotary modules. Therefore, such a structure is particularly useful.

According to the rotary building structure of the tenth aspect , movement within the rotary module can be performed in an annular corridor provided on the rotary module side. For this reason, the person who performed the movement in the up-down direction inside the core can move in the circumferential direction in the rotating module through the annular corridor by coming out of the core portion, and the movement becomes easy. And since the annular corridor is provided on the rotating module side that rotates, the annular corridor and the room (various spaces: residence for a house, guest room or event space for a hotel, store or hall for a commercial facility, etc.) Is fixed, and the positional relationship between the hallway and the room does not change, and the space configuration in the rotating module can be easily performed. An annular hallway other than the above-described annular hallway may be provided inside the room or further on the outer peripheral side of the room.

  One embodiment of a rotary building structure of the present invention will be described with reference to the drawings. FIG. 1 shows an overall perspective view thereof. As shown in FIG. 1, the rotary building structure 1 of the present embodiment has the appearance of a cylindrical place, and all the floors except the common part of the low-rise part and the store part are occupied by houses. It is a high-rise apartment. And the up-down direction of the rotary building structure 1 is divided | segmented as the six rotation modules 2, and the inside of each rotation module is further divided | segmented into the multilayer floor, as FIG. 2 shows. On the outermost peripheral side of the rotating module, two layers of blow-throughs are formed at regular intervals in the circumferential direction, and tree-planting is performed in this blow-off space.

  Moreover, as FIG. 3 shows, each rotation module 2 rotates centering around the core part 3 arrange | positioned by penetrating the center part of a building structure in the up-down direction. The lower part of the core part 3 is buried in the ground, and the ground part is erected upward. The lower part of the core part 3 may be a pile foundation or a solid foundation. The core part 3 is a cylindrical structure, and has a bowl-shaped bracket 4 that extends outward at a predetermined interval. Each rotation module 2 described above is disposed on the upper surface of the bracket 4.

  A planar relationship between the rotation module 2 and the core portion 3 will be described with reference to FIG. As described above, each rotary module 2 has a multilayer structure inside, but a single structural unit is formed by two layers. FIG. 4A and FIG. 4B show two layers as structural units. 4A shows the lower layer (floor), and FIG. 4B shows the upper layer (floor). Here, eight houses are arranged in the circumferential direction.

  As shown in FIGS. 4A and 4B, a cylindrical core portion 3 is disposed at the center. A rotating module 2 is disposed around the core portion 3. An elevator hall 30 is formed in the center of the core portion 3 on the lower floor, and three elevators for a total of six passengers are arranged opposite to the elevator hall 30. That is, six elevator shafts 31 are disposed in the vicinity of the elevator hall 30. In addition, two staircases 32 are arranged on the back side of the elevator shaft 31, one each.

  The staircase 32 can be accessed through a small hole 33. The hall 33 also faces an elevator shaft 34 for an employee elevator. There are two sets of the staircase 32, the hall 33 and the elevator shaft 34. An annular corridor 20 is formed facing the outside of the core portion 3. In the core portion 3, an opening is formed for entering and exiting between the elevator hall 30 or the hall 33 and the annular hallway 20.

  The configuration described above relates to the lower floor shown in FIG. 4 (a). In the upper floor shown in FIG. 4 (b), the elevator shafts 31 and 34 and the staircase 32 are formed so as to penetrate, but the exits, etc. There is no opening for access to the core portion 3. As described above, eight houses 21 are arranged facing the annular corridor 20. One entrance to each house 21 is provided facing the annular corridor 20 on the lower floor. The annular corridor 20 is provided on the rotation module 2 side and rotates together with the house 21.

  For this reason, there is no such thing as having gone somewhere once the luggage has been taken out into the annular corridor 20. In addition, since the position of the equipment such as the digestive tract is also fixed with respect to the house 21, the resident will not get lost. If the annular corridor is provided on the rotating module 2 side in this manner, the position of equipment in front of the entrance to the house is fixed, so that the space configuration in the rotating module 2 can be easily performed. Moreover, although this embodiment is an apartment, when it applies to a hotel etc., it will not move even if linen cargo for maintenance is stopped in front of each guest room.

  Each house 21 has a staircase, and can freely move between the room 21L on the lower floor and the room 21U on the upper floor. Each house 21 is provided with a space (patio) 22 that becomes an atrium, and this space 22 extends from the lower floor shown in FIG. 4 (a) to the upper floor shown in FIG. 4 (b). Is formed. Plants and plants are arranged in the space 22 and can be used like a garden. Furthermore, inside the space 22 (on the core part 3 side), rooms (bedroom, study, etc.) 23L and 23U are provided on the lower floor and the upper floor, respectively. When going to the room 23U on the upper floor, the stairs provided in the space 22 on the lower floor are used.

  In the space 22 described above, air can move from the lower end to the upper end of one rotation module 2. Specifically, a flow path that allows air to flow is formed on at least a part of the lower floor surface of the space 22. For this reason, the air introduced from the lower end of one rotating module 2 can be extracted from the upper end by the space 22 (see the arrow in FIG. 3). By adopting such a structure, it is possible to incorporate natural outdoor air into the rotary module 2 even on a higher floor, and to merge the characteristics of the cooling function in summer and the heating function in winter against each other. In addition, by arranging plants in the space 22, forest bathing is possible even on higher floors, and a green space floating in the air can be created.

  FIG. 5 shows a partial cross-sectional view of the rotating module 2, and FIG. 6 shows a cross-sectional view of the rear part of the rotating machine of the rotating module 2. Based on these drawings, the rotating mechanism of the rotating module 2 will be described. The rotation module 2 of this embodiment is disposed on the upper surface of the bracket 4 described above. As shown in FIG. 5, between the rotation module 2 and the bracket 4, air casters 5 are arranged in an annular shape on the inner peripheral side, and seismic isolation units 6 are arranged on the outer side. The air caster 5 and the seismic isolation unit 6 are fixed to the bottom surface of the rotation module 2. The seismic isolation unit 6 may be fixed to the upper surface side of the bracket 4.

  Further, a rotation driving unit 7 is attached to the upper end inner peripheral side of the rotation module 2 and the upper end outer peripheral side of the core unit 3. The rotation drive unit 7 is composed of a motor and a gear, and rotates the rotation module 2 with respect to the core unit 3 by driving the motor to mesh with the gear on the rotation module 2 side and the gear on the core unit 3 side. is there. Although only one rotation drive unit 7 is shown in FIG. 5, a plurality of rotation drive units 7 may be received, a plurality of rotation drive units 7 may be received on the same plane, or may be provided by being shifted in the vertical direction. good.

  As shown in FIG. 6A, the rotation module 2 is normally placed on the bracket 4 and cannot rotate. At this time, the upper surface of the seismic isolation unit 6 is in contact with the bottom surface of the rotating module 2, and the lower surface of the seismic isolation unit 6 is in contact with the upper surface of the bracket 4, so that the rotating module 2 is seismically isolated. The seismic isolation unit 6 is, for example, a laminated rubber containing a lead plug, and has a longer period and attenuation. When rotating the rotating module 2, air is sent to the above-described air caster 5 to float the rotating module 2 as shown in FIG. 6 (b), and the rotation driving unit 7 is driven to rotate in the floated state. . For this purpose, the rotary module 2 is provided with a pump 8 for feeding air into the air caster.

  The gear on the rotation module 2 side and the gear on the core unit 3 side of the rotation drive unit 7 are provided at positions so as to be engaged with each other in a state where the rotation module 2 is floated by the air caster 5. Further, when the rotary module 2 is floated by the air caster 5, the bottom surface of the seismic isolation unit 6 is separated from the top surface of the bracket 4. When the seismic isolation unit 6 is fixed to the bracket 4 side, a gap is formed between the top surface of the seismic isolation unit 6 and the bottom surface of the rotation module 2 when the rotation module 2 is floated by the air caster 5. . Alternatively, a rail mechanism or the like that enables rotation may be provided between the seismic isolation unit 6 and the rotation module 2 (or the bracket 4). In this case, no gap may be formed.

  By doing in this way, it becomes possible to prevent generation | occurrence | production of a shake etc. reliably by mounting the rotation module 2 on a bracket at normal time. In addition, since a mechanism (the air caster 5 and the rotation driving unit 7) that rotates only when the rotating module is rotated is used, the deterioration of these mechanisms is small. If anything, this type of rotation method is not always rotating, but is suitable for rotating a predetermined amount when determined.

  Next, another embodiment will be described. FIG. 7 is a diagram corresponding to FIG. 5 and FIG. 8 is a diagram corresponding to FIG. This embodiment differs only in the rotation mechanism of the rotation module 2. For this reason, detailed description is abbreviate | omitted about the same or equivalent part as embodiment mentioned above. Only the different mechanism parts will be described in detail below. In the embodiment described above, the rotation module 2 is disposed on the bracket 4. In the present embodiment, the rotation module 2 is suspended from the bracket 4.

  As shown in FIG. 5, the bracket 4 of this embodiment has a roller member 9 attached to the lower surface thereof in an annular shape. As shown in FIG. 6, the roller members 9 are arranged on a double concentric circle on the inner peripheral side and the outer peripheral side. Corresponding to this, a pair of hanging hooks 90 are erected upward on the upper surface of the rotary module 2. Each hook 90 is located inside each roller member 9 described above, and supports the rotary module while suspending it while facilitating the rotation of the rotary module 2.

  Similarly to the above-described embodiment, the rotation driving unit 7 is attached to the upper end inner peripheral side of the rotation module 2 and the upper end outer peripheral side of the core unit 3. Furthermore, an annular fixing portion 10 is disposed between the pair of roller members 9. The fixing portion 10 is provided over the lower surface of the bracket 4 and the upper surface of the rotary module 2. The rotation of the rotation module 2 can be fixed by fixing the rotation module 2 and the bracket 4 with the fixing portion 10. When the rotating module 2 is rotated, the fixing between the rotating module 2 and the bracket 4 by the fixing unit 10 is released. Each roller member 9 has a built-in seismic isolation mechanism (laminated rubber) and has the same function as the seismic isolation unit 6 of the above-described embodiment.

  The rotating module 2 is normally fixed to the bracket 4 by a fixing portion 10. When rotating the rotation module 2, the fixing by the fixing unit 10 is released, and the rotation driving unit 7 is driven to rotate. This type of rotation method, if anything, when rotating constantly or when the rotation period is long (not only when the amount of rotation is large, but also when rotating very slowly even if the amount of rotation is small) It is suitable for such as. Note that an elevating device for raising and lowering the roller member 9 may be provided, and when not rotating, the position of the roller member 9 may be lowered by the elevating device and the hook 90 may be directly supported by the bracket 4.

  Next, the structure regarding equipment will be described. As described above, the rotary building structure of the present invention has a plurality of rotation modules, and these can rotate independently of each other. In addition, the rotation does not need to be reset by reverse rotation every certain rotation amount. For this reason, water supply / drainage facilities and electrical facilities are also structured to enable this.

  First, the water supply equipment of embodiment of FIG. 5 is demonstrated based on FIGS. 9-11. The rotation module 2 has an annular water supply tank 11 at the top thereof. The water supply tank 11 will rotate with respect to the core part 3. On the other hand, since the water supply tank 11 is fixed with respect to the rotation module 2, water can be supplied to the various places in the rotation module 2 as usual by the pump 12. The problem is the piping between the rotating module 2 and the core portion 3 whose positions change. This part is shown enlarged in FIGS.

  First, the water supply main pipe 13 is arranged in the vertical direction inside the core portion 3. The core part 3 is fixed with respect to the ground, and the water supply main pipe 13 is connected to the underground water supply pipe. A water supply branch pipe 14 extends from the water supply main pipe 13 toward the side. The tip of the water supply branch pipe 14 is located inside the water supply tank 11. And the part which the water supply branch pipe 14 and the rotation module 2 (water supply tank 11) contact does not exist. For this reason, even if the rotation module 2 rotates, the tip of the water supply branch pipe 14 is always located inside the annular water supply tank 11, and water supply to the water supply tank 11 is not hindered. On the water supply branch pipe 14, a valve 14 a serving as a main plug for water supply to the water supply tank 11 is arranged.

  Here, on the inner peripheral side of the water supply tank 11, a trough portion 15 is formed in an annular shape according to the shape of the water supply tank 11. The trough portion 15 is a portion in which water is filled and the roof side of the water supply tank 11 is suspended below the water surface, and the inside and the outside of the water supply tank 11 are sealed with water. That is, the shape of the inner peripheral side (trough portion 15) of the water supply tank 11 is the same as FIG. 11 regardless of the cross section of FIG. The water supply branch pipe 14 described above is bent at the trough portion 15, but this bending does not affect the water supply to the water supply tank 11 by the water supply branch pipe 14. By adopting such a structure, the water supply branch pipe 14 is not in contact with the rotary module 2 and the rotary module 2 can be rotated. Intrusion into 11 can be reliably prevented.

  Moreover, this structure is implement | achieved by the simple structure of only providing the annular trough part 15, making the water supply branch pipe 14 project from the water supply main pipe 13 to the side. For this reason, there is a merit that maintenance is not difficult due to a complicated structure, and maintenance is easy. Also, with this structure, there is no need for reverse rotation for every fixed rotation, as in the case of connecting with a flexible hose, and the rotational degree of rotation of the rotary module 2 is reduced. Absent.

  Next, the drainage facility of the embodiment of FIG. 5 will be described based on FIGS. On the rotating module 2 side, a plurality of drainage branch pipes 16 for collecting drainage from various places in the rotating module 2 are disposed. The drainage branch 16 rotates with respect to the core portion 3. On the other hand, the core portion 3 side has an annular transfer portion 17 that receives drainage from the outer peripheral surface to the inner peripheral surface. However, the drainage branch pipe 16 described above rotates with respect to the annular transfer portion 17. For this reason, similarly to the water supply structure described above, the problem is the piping between the rotating module 2 and the core portion 3 whose positions change. This part is shown in an enlarged manner in FIGS.

  First, a plurality of drain main pipes 18 are connected to the above-described annular transfer portion 17 inside the core portion 3. The plurality of drain main pipes 18 are arranged in the vertical direction. The core part 3 is fixed to the ground, and the drain main pipe 18 is connected to the underground sewer pipe. In the present embodiment, as shown in FIG. 14, the annular transfer portion 17 is divided into two parts, the outer side and the inner side of the core part 3, and these are connected. It may be formed integrally. On the other hand, the lower end (front end) of the drainage branch pipe 16 on the rotating module 2 side is directed sideways toward the core portion 3, and the front end is located inside the annular transfer portion 17. The drainage branch pipe 16 and the core part 3 (annular transfer part 17) are not in contact with each other. For this reason, even if the rotation module 2 rotates, the tip of the drainage branch pipe 16 is always located inside the annular transfer portion 17 and the drainage to the annular transfer portion 17 is not hindered.

  Here, the trough part 19 similar to the water supply tank 11 described above is formed in an annular shape on the outer peripheral side of the annular transfer part 17. The trough portion 19 is also a portion where the inside is filled with water and the upper surface side of the annular transfer portion 17 is suspended below the water surface, and the inside and the outside of the annular transfer portion 17 are sealed with water. That is, the shape of the annular transfer portion 17 (trough portion 19) is the same as that of FIG. 14 regardless of where the annular transfer portion 17 is taken. Further, the drainage branch pipe 16 described above is bent at the trough portion 19, and this portion forms a U trap inside the drainage branch pipe 16. With such a structure, the rotary module 2 can be rotated by making the drainage branch pipe 16 non-contact with the core portion 3, and the odor from the drainage main pipe 18 side by the seal water stored in the trough portion 19. Intrusion to the rotating module 2 side such as a mouse or a mouse can be reliably prevented. Further, the U trap inside the drainage branch 16 can also surely prevent intrusion into the rotating module 2 side such as a strange odor or a rat through the drainage branch 16.

  Next, the power supply equipment of the embodiment of FIG. 5 will be described based on FIGS. 15 and 16. On the rotating module 2 side, module-side wiring 40 for supplying electricity to various places in the rotating module 2 is disposed. On the other hand, a core-side wiring 41 connected to an external power transmission line is disposed inside the core unit 3. Since the module-side wiring 40 moves with respect to the core-side wiring 41, wiring between them becomes a problem. This part is shown enlarged in FIG.

  At one end of the module side wiring 40, a module side terminal 42 including three contact terminals is provided, and the module side terminal 42 is projected in the outer peripheral direction of the core portion 3. On the other hand, a core side terminal 43 that is in sliding contact with the module side terminal 42 is disposed on the core portion 3 side. The core side terminals 43 are formed in an annular shape so as to go around the outer periphery of the core portion 3, and three core side terminals 43 are arranged corresponding to the module side terminals 42. The module side terminal 42 and the core side terminal 43 constitute a lead contact. The reason why three sets of the module side terminal 42 and the core side terminal 43 are provided is to prevent the supply of power from being interrupted by the momentary interruption between the module side terminal 42 and the core side terminal 43. It is. Even if one of the three sets breaks momentarily, the supply of power is secured by the remaining terminals.

  17 and 18 show another structural form of the rotary building structure of the present invention. The present embodiment can be said to be a modified example of the structure portion corresponding to the core portion 3 and the bracket 4 described above. The rotation module is the same as that of the above-described embodiment (bracket mounting type or bracket hanging type). In the present embodiment, a beam 50 having a large cross section is provided at the upper end of the core portion 3. The beams 50 extend radially outward from the top of the core portion 3. And the front-end | tip of this beam and the outer peripheral part of the bracket 4 are connected by the pillar 51. FIG. A plurality of columns 51 are provided on the outer periphery of the bracket 4 at regular intervals. Further, a plurality of pillars 51 are connected by an annular member 52 between the two brackets 4. As a result, a frame is formed on the outer surface of the building structure 1. A rotation module (not shown) rotates inside the frame.

  In addition, the bracket 4 of this embodiment is formed not in a disk shape but in a frame shape as in the above-described embodiment. A vertically downward load acting on the bracket 4 (a load acting mainly by the weight of the rotary module) is transmitted to the beam 50 via the column 51 and supported. That is, the bracket 4 is supported by being suspended from above by the beam 50. Of course, there is also a support effect by the joint part between the bracket 4 and the core part 3 and a support effect by the column 51 (the lower end is coupled to the foundation) itself. With such a structure, the structural strength against horizontal forces such as earthquakes and winds can be strengthened. At this time, the wall portion of the core portion 3 is rigidly connected to the foundation and bears most of the horizontal force. The column 51 at the outer peripheral portion bears an axial force due to a tipping moment generated with a horizontal force.

  Since a part of the building structure can be rotated as in the above-described embodiment, it is possible to ensure (share) good sunshine and view throughout the structure. Moreover, since rotation can be performed independently for each of the plurality of rotation modules, the degree of freedom in changing and adjusting the rotation is high.

  FIG. 19 shows an embodiment in which a vibration isolating mechanism different from the case of FIG. 6 is adopted. In this embodiment, a protrusion 60 is provided so as to protrude downward from the lower surface of the rotary module 2. The protrusion 60 is formed in an annular shape over the entire circumference of the rotation module. An annular container 61 is disposed on the upper surface of the bracket 4 so that the protrusion 60 is embedded. The annular container 61 is filled with a viscous material. In addition, since both the protrusion 60 and the annular container 61 are formed in an annular shape, the rotation of the rotating module 2 on the bracket 4 is not hindered.

  In normal times, the rotating module 2 is placed on the bracket 4, but at this time, when a lateral vibration is applied due to an earthquake or the like, the rotating module 2 can move laterally on the bracket 4. Alternatively, even when the rotating module 2 does not move laterally on the bracket 4, the rotating module 2 can be horizontally deformed. At this time, a damping force acts between the protrusion 60 and the viscous body, and vibration energy is absorbed.

  20 and 21 show an embodiment in which still another vibration isolating mechanism is employed. As shown in FIG. 20, when a lateral force acts, the core portion 3 mainly undergoes bending deformation. On the other hand, each rotation module 2 can be regarded as exhibiting a rigid body behavior on each bracket 4. For this reason, between the outer peripheral part of the core part 3 and the inner peripheral part of the rotation module 2, as FIG. 20 shows, relative deformation | transformation (with the relative movement of the rotation module 2 with respect to the core part 3). Deformation). For this reason, a damper is installed between the outer peripheral part of the core part 3 and the inner peripheral part of the rotation module 2. In FIG. 20, the damper is simply shown as a spring symbol.

  The structure of the damper 62 is shown in FIG. As shown in FIG. 21, a pair of protrusions 62 a protrude from the outer peripheral surface of the core portion 3 toward the outside. A pair of protrusions 62 a are provided for each rotation module 2. Each protrusion 62 a is formed in an annular shape over the entire circumference of the outer peripheral portion of the core portion 3. Then, a pair of annular containers 62b are provided on the inner peripheral portion of the rotation module 2 so as to accommodate the tips of the protrusions 62a. The annular container 62b is filled with a viscous material (damper oil). In addition, since both the projection 62a and the annular container 62b are formed in an annular shape, the rotation of the rotary module 2 on the bracket 4 is not hindered. Further, the damper 62 has a structure that can absorb the vertical movement of the rotating module 2 during rotation.

  At normal time, when a lateral vibration is applied due to an earthquake or the like at this time, the protrusion 62a moves in the horizontal direction in the annular container 62b due to the relative deformation described above. This movement is attenuated by a viscous body (damper oil) in the annular container 62b. That is, the vibration energy is absorbed by the damping by the damper 62. In this way, vibration isolation can also be performed by a mechanism as shown in FIGS.

  In addition, this invention is not limited to embodiment mentioned above. For example, in the above-described embodiment, the rotation modules 2 are continuously stacked, but there may be a portion that does not rotate between the plurality of rotation modules 2. Moreover, although the inside of the rotation module 2 described above has a multilayer structure, it may not have a multilayer structure. Further, the form of the rotating module 2 is not limited to the above-described columnar (cylindrical) shape.

  Furthermore, the rotation mode of the rotation module 2 can be performed in various ways. When rotating at a fixed time for a fixed amount in a short time, when rotating constantly, when rotating constantly at some time but not at all at other times. Or, when the rotation direction of a certain rotation module and other rotation modules is different from the same. For example, there are modules that rotate and modules that do not rotate.

1 is an overall perspective view of an embodiment of a rotary building structure of the present invention. It is a perspective view which expands and shows one rotation module in the building structure of FIG. It is whole sectional drawing of the building structure of FIG. It is a plane sectional view of the building structure of FIG. It is a perspective view of 1st embodiment of a rotation mechanism. It is principal part sectional drawing of 1st embodiment of a rotation mechanism. It is a perspective view of 2nd embodiment of a rotation mechanism. It is principal part sectional drawing of 2nd embodiment of a rotation mechanism. It is a perspective view which shows water supply piping. It is a principal part perspective view which shows water supply piping. It is principal part sectional drawing which shows water supply piping. It is a perspective view which shows drainage piping. It is a principal part perspective view which shows drainage piping. It is principal part sectional drawing which shows drainage piping. It is a perspective view which shows electric power feeding wiring. It is a principal part perspective view which shows electric power feeding wiring. It is a whole structure perspective view of other embodiments of a rotation type building structure of the present invention. It is a perspective view which expands and shows a part of building structure of FIG. It is principal part sectional drawing of 3rd embodiment of a rotation (vibration isolation) mechanism. It is a whole schematic diagram explaining 4th embodiment of a rotation (vibration isolation) mechanism. It is principal part sectional drawing of 4th embodiment of a rotation (vibration isolation) mechanism.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Rotating building structure 2 Rotating module 3 Core part 4 Bracket 5 Air caster 6 Seismic isolation unit 7 Rotation drive part 8 Pump 9 Roller member 10 Fixed part 11 Water supply tank (water supply / drainage tank)
12 Pump 13 Water supply main pipe (Water supply / drain main pipe)
14 Water supply branch (water supply / drainage branch)
14a Valve 15 Trough part 16 Drainage branch (supply / drainage branch)
17 Ring transfer section 18 Drainage main pipe (supply / drainage main pipe)
19 trough part 20 annular corridor 21 house 21L room 21U room 22 space 23L, 23U room 30 elevator hall 31, 34 elevator shaft 32 staircase 33 hall 40 module side wiring 41 core side wiring 42 module side terminal 43 core side terminal 50 beam 51 Column 52 Ring member 90 Ring hook

Claims (10)

A core portion erected upward;
A plurality of rotation modules that are stacked so as to be independently rotatable around the core portion as a rotation center;
A hook-shaped bracket extending outward from the core portion;
A suspension means disposed between the rotation module and the bracket, and rotatably supporting the rotation module;
A fixing means disposed between the rotating module and the bracket, and fixing the rotating module to the bracket;
The said suspension means has a seismic isolation mechanism, The rotary building structure characterized by the above-mentioned. A core portion standing vertically through the building;
A plurality of rotation modules that are stacked so as to be independently rotatable around the core portion as a rotation center;
A water supply main pipe disposed inside the core portion;
A water supply tank disposed annularly in the rotating module;
A water supply branch extending laterally from the water supply main pipe and having a tip positioned in the water supply tank;
A rotary building structure characterized by comprising: It is formed on the inner peripheral side of the water supply tank, and water is stored inside so that the roof side of the water supply tank hangs down below the water surface, thereby sealing the inside and the outside of the water supply tank with water. The rotary building structure according to claim 2 , further comprising an annular water supply trough that can be stopped. A core portion standing vertically through the building;
A plurality of rotation modules that are stacked so as to be independently rotatable around the core portion as a rotation center;
A drain main pipe disposed inside the core portion;
An annular transfer part disposed in the core part and connected to the drain main pipe;
A drainage branch extending from the rotating module toward the core portion and having a tip positioned in the annular transfer portion,
It is formed on the outer peripheral side of the annular transfer part, and water is stored inside, so that the upper surface side of the annular transfer part hangs down below the water surface so that the inside and the outside of the annular transfer part are An annular drain trough that can be sealed by
A rotary building structure characterized by comprising: The rotary type according to any one of claims 1 to 4, wherein the rotary module is disposed on an upper surface of a bowl-shaped bracket extending outward from the core portion. Building structure. The rotary building structure according to any one of claims 1 to 4, wherein the rotary module is suspended from a bowl-shaped bracket that extends outward from the core portion. object. A water supply / drainage main pipe disposed in the vertical direction inside the core portion, a water supply / drainage tank annularly arranged in the rotating module, and a tip extending from the water supply / drainage main pipe to the side and having a tip in the water supply / drainage tank The rotary building structure according to claim 1, further comprising a water supply / drainage branch pipe located at the top. A water supply / drainage main pipe arranged in the vertical direction inside the core part, an annular transfer part arranged annularly in the core part and connected to the water supply / drainage main pipe, and a tip provided in the rotary module. The rotary building structure according to claim 1, further comprising a water supply / drainage branch pipe positioned in the annular transfer portion. The staircase and the elevator shaft are arrange | positioned inside the said core part, The rotary building structure as described in any one of Claims 1-8 characterized by the above-mentioned. Annular corridor is formed on the outside of the core portion, and the room is arranged outside of the corridor, according to claim 9, characterized in that the corridor is located at the rotation module side Rotary building structure.

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