JP5674269B2 - Structure - Google Patents

Description

  The present invention relates to a structure in which rooms having different functions are arranged.

  Generally, in hospitals, medical facilities, hotels, research facilities, etc., many small rooms for small numbers of people are arranged along the outer wall, and large rooms for diagnosis and treatment are arranged on the inner side. Many of these large rooms are function rooms equipped with equipment and facilities for diagnosis and treatment.

  The small room and the functional room have optimum column divisions (column intervals) determined by their respective uses, and the optimum column divisions of the small room and the functional room are different. However, the column division is an element that determines the strength of the structure, and there are cases where it is necessary to unify the column division into one of the optimum column divisions due to the restriction on the design strength. In this case, a wasteful space is generated in a space that is not optimally divided into pillars.

  In addition, functional rooms such as hospitals require high ceiling heights, but in buildings where floor heights are restricted, functional rooms that are large rooms require a large amount of piping in addition to large beams. When the space for installing the equipment piping is secured in the ceiling space, the ceiling height is lowered. As a result, there is a problem that the ceiling height required for the functional room cannot be secured.

  On the other hand, if the floor height of the functional room is increased without the floor height limitation, the height of the entire building increases. This not only causes new legal restrictions such as restrictions associated with height restrictions and restrictions on disaster prevention, but is also uneconomical in structure.

  Without changing the floor height, the ceiling height as high as possible can be secured, the function room can be freely arranged where necessary, and the equipment piping in the ceiling can be easily renewed due to equipment changes. High structures are required.

  Under such a background, a technique has been proposed in which function rooms are provided on both sides of the hallway, and equipment piping arranged in the ceiling of the function room is arranged in the hallway to ensure the ceiling height of the function room. (Patent Document 1).

  That is, as shown in FIG. 8, in the building 96 described in Patent Document 1, classrooms (function rooms) 82 are arranged on both sides of the corridor 80, the corridor 80 is a non-beam slab 90, and an equipment space 88 for equipment piping is provided. Is arranged on the ceiling of the front room 84 provided between the hallway 80 and the classroom 82. Thereby, equipment piping can be eliminated from the ceiling surface of the classroom 82, and the ceiling height of the classroom 82 can be increased accordingly.

However, the building 96 described in Patent Document 1 has a general column beam structure, and the classroom 82 is composed of columns and beams. For this reason, beams 92 and 94 are installed on the upper part of the classroom 82, and there is a problem that the beam 92 must be penetrated in order to draw equipment piping from the upper part of the hallway 80 into the classroom 82.
JP 2004-76273 A

  In view of the above facts, an object of the present invention is to provide a structure in which it is not necessary to penetrate equipment piping through a beam, and rooms having different column divisions can be arranged on the same floor surface.

Structure according to the first aspect of the present invention, the pillars constituting an outer wall with an opening, a plate-like structure in which the beam and the wall surrounds the entire periphery come together, between the pillars between the structure It has a flat large beam that is installed only in the direction of the column and has the same or larger width dimension and a larger width dimension, and an internal column that is disposed in the space surrounded by the structure and supports the large beam. It is characterized by that.

According to invention of Claim 1, the plate-shaped structure provided with the opening part comprises an outer wall, and the perimeter of a structure is enclosed by the plate-shaped structure. An internal column is arranged inside the plate-like structure, and the internal column supports a flat large beam (flat beam) and bears a vertical load. Here, the flat beam is viewed erection of the Longitudinal direction between the pillars between the opposing structures.

Since the structure bears the horizontal load due to the earthquake and the inner column only needs to bear the vertical load, the cross-sectional area of the inner column can be reduced. Furthermore, since it is not necessary to consider the horizontal load which an internal pillar acts on a structure, the freedom degree of a column split increases.
In addition, it has become possible to lay a beam in a single direction, which has traditionally been made to cross in a grid using internal pillars, and by installing equipment piping parallel to the beam, equipment piping Is easy to process.

In addition, since the beam is a flat beam, the protruding amount of the lower surface of the beam into the ceiling space is small, and the height of the equipment piping arranged in the ceiling space is lower than the lower surface of the beam, so that There is no need to provide a through hole for penetrating the piping. As a result, the strength of the beam can be prevented from being lowered, and the installation of equipment piping can be facilitated. In addition, the maintenance and expansion of the equipment piping, and the workability when updating in the future are improved.
Furthermore, since beam formation can be lowered, the amount of beam formwork used can be reduced, and construction costs can be reduced.

  According to a second aspect of the present invention, in the structure according to the first aspect, the structure is a concrete outer wall in which a plate-like wall column and a plate-like wall beam are integrally formed and provided with the opening. It is characterized by.

According to invention of Claim 2, a structure is a concrete outer wall provided with the opening part, and a concrete outer wall is a wall pillar which integrated the pillar and the sleeve wall, a waist wall, a vertical wall, and a big beam. It has an integrated wall beam and receives a horizontal load acting on the structure during an earthquake.
Thus, since the concrete outer wall as the outer shell structure bears the seismic force, it is not necessary to consider the seismic force borne by the inner column, and the degree of freedom in dividing the inner column is increased.

The invention according to claim 3, in the structure of claim 1 or claim 2, wherein the flat girders are seen erection of the Longitudinal direction between said inner column and the inner column piping passage is provided It is characterized by being.
According to the invention described in claim 3, conventionally, the direction of the large beam, which is based on the crossing in a lattice shape using the internal pillar, between the internal pillar and the internal pillar where the pipe passage is provided, Only one direction of the carry direction is possible. Thereby, the processing of the facility piping is facilitated by arranging the facility piping in the piping passage in parallel with the large beam.

According to a fourth aspect of the present invention, in the structure according to the third aspect, a slab is provided between the large beams, and the slab is a non-beam version not supported by a small beam.
According to invention of Claim 4, the slab is provided between the large beams . Since the slab is a non-beam version and there are no small beams, the flexibility of layout of the partition wall from the floor to the non-beam version increases.

  The structure according to any one of claims 1 to 4 according to the invention of claim 5 is configured such that a large room and a small room are constructed in a space surrounded by the structure, and the structure of the large room is The interval between the internal columns is larger than the interval between the internal columns in the small room.

  According to invention of Claim 5, the space | interval of the internal pillar of the large room constructed | assembled on the same floor surface is larger than the space | interval of the internal pillar of a small room. That is, the floor height is not increased, and the small room and the large room with different pillars on the same floor surface can be made the most suitable pillars, and the obstructing pillars can be eliminated from the room. Can be used effectively.

Invention according to claim 6, in the structure as claimed in 請 Motomeko 5, the small chamber is characterized in that it is built in a space surrounded by columns of said structure and said internal column.
According to invention of Claim 6, the small room is constructed | assembled between the row | line | column of a structure and an internal pillar, ie, the structure side. Thereby, the small room often used for private purposes, such as a living room, can be arranged in the position where the scenery from a window is obtained, and the value as a small room can be raised.

The invention described in claim 7 is the structure of the mounting serial to claim 5 or claim 6, between the small room the large rooms, is characterized in that the corridor is provided.
According to the invention described in claim 7, the hallway is provided between the small room and the large room. Thereby, the position of a small room and a large room can be physically separated, and the independence of a small room is ensured. In addition, noise and the like are blocked, and privacy is protected.

According to an eighth aspect of the present invention, in the structure according to the fifth or sixth aspect , a part of the outer shape of the structure projects in a triangular shape, and the small room is constructed along the outer shape. A corridor is provided along the small room, the large room is constructed along the corridor, and the planar shape of the large room is a triangle with a part of a vertex cut away , and constitutes the large room The column of the internal pillar is parallel to the structure protruding in the triangular shape .

  According to the invention described in claim 8, a part of the structure projects in a triangular shape, and the planar shape of the large room is also a triangular shape. Thereby, compared with the structure protruding in a quadrangular shape, there is one corner room, so that the small rooms can be arranged efficiently.

  Since this invention is set as the said structure, it is not necessary to let an installation piping penetrate the beam, and the room from which a column division differs can be arrange | positioned on the same floor surface.

(First embodiment)
As shown in the horizontal sectional view of FIG. 1, the hospital 10 according to the first embodiment has a plate-like structure 12 constituting an outer wall. The structure 12 continuously constitutes the outer wall of the hospital 10, and an internal pillar 14 is built inside the structure 12.

  As shown in FIG. 2, the structure 12 has a wall pillar 26 in which a pillar and a sleeve wall constituting an outer wall are integrated in a flat plate shape, and a waist wall, a vertical wall and a large beam which also form the outer wall are integrated in a flat plate shape. The wall column 26 and the wall beam 28 are integrally formed of concrete. An opening 30 serving as a window is provided between the wall column 26 and the wall column 26 and between the wall beam 28 and the wall beam 28.

The rows of the internal pillars 14 are built in parallel with the structures 12P in which the structures 12 are linear. The internal pillars 14 are built at predetermined pillar intervals, and flat beams 18 are spanned between the internal pillars 14 and the internal pillars 14 and between the internal pillars 14 and the structure 12.
The flat beam 18 is a beam having the same dimension as that of the width or a width dimension larger than that of the width, and is laid only in one direction (column direction) in a direction parallel to the structure 12P, and a direction orthogonal to this ( It is not bridged between the beams).

Thereby, an area 66 surrounded by the structural body 12P and the internal pillar 14 is formed. The area 66 is an area for a hospital room and is divided into small rooms by a partition wall (not shown) to be a hospital room.
The structure 12Q is provided in parallel to the structure 12P at a position facing the structure 12P.

  A row of internal pillars 17 is erected in parallel with the structure 12Q at a predetermined interval, and a flat beam 21 is bridged between the internal pillars 17 and 17, and between the internal pillars 17 and the structure 12. It has been. Thereby, an area 70 surrounded by the row of the structures 12Q and the internal pillars 17 is formed. The area 70 is an area for a hospital room and is divided into small rooms by a partition wall (not shown) to be a hospital room.

  In addition, on the inner side of the structure 12, a row of internal columns 15 is erected in parallel with the row of internal columns 14. The internal pillars 15 are built at predetermined pillar intervals, and flat beams 19 are spanned between the internal pillars 15 and the internal pillars 15 and between the internal pillars 15 and the structure 12. As a result, an area 67 surrounded by the row of internal pillars 14 and the row of internal pillars 15 is formed. The area 67 is an area for a hallway, and is partitioned by a wall (not shown) provided between the inner pillar 14 and the inner pillar 15 to be a hallway.

  Similarly, on the inner side of the structure 12, a row of internal columns 16 is erected in parallel with the row of internal columns 17. The internal pillars 16 are built at predetermined pillar intervals, and flat beams 20 are spanned between the internal pillars 16 and the internal pillars 16 and between the internal pillars 16 and the structural body 12. As a result, an area 69 surrounded by the row of internal pillars 17 and the row of internal pillars 16 is formed. The area 69 is an area for a hallway, and is divided into a hallway by a wall (not shown) provided between the inner pillar 16 and the inner pillar 17.

  An area 68 is formed between the row of internal pillars 15 and the row of internal pillars 16. The area 68 is an area for a nurse station, and is partitioned into a large room by a partition wall (not shown) to serve as a nurse station.

As shown in FIG. 3, the hospital 11 is built on the same site as above with a conventional column beam structure (ramen frame), and the hospital room area, hallway area, and nurse station area are arranged at the same position. In this case, the configuration is as follows.
In other words, beams 116 are laid in a lattice pattern on the pillars 114 built at a predetermined interval, and the outer wall 13 is composed of a sleeve wall, a waist wall, and a vertical wall in addition to the pillars 114 and the beams 128, and a window 30 is provided. It is done. In this state, the area 118 and 126 for the hospital room are arranged facing the opposing outer wall 13P and the outer wall 13Q, and the area 120 and 124 for the hallway are arranged adjacent to the area 118 and 126 for the room, for the hallway. The nurse station area 122 is disposed between the areas 120 and 124.

As a result, the hospital room areas 118 and 126, the corridor areas 120 and 124, and the nurse station area 122 all have a lattice-shaped beam 116 that crosses the upper part of the area. Moreover, the partition wall 128 for dividing each area in the place different from the position of the pillar 114 row | line is constructed.
Moreover, although the piping member 32 is arrange | positioned in the ceiling space of the corridors 120 and 124, the piping member 32 and many beams 116 cross | intersect. Further, when the piping member 32 is drawn from the corridors 120 and 124 into the hospital room areas 118 and 126 and the nurse station area 122, the piping member 32 and the beam 116 intersect each other.

In the conventional column beam structure, the frame of the column 114 and the beam 116 bears a vertical load and a horizontal load at the time of an earthquake. Therefore, the column 114 and the beam 116 have cross-sectional dimensions necessary for receiving these loads, the column 114 has a size larger than that of the above-described column 14, and the beam 116 is not the above-described flat beam 20 but has a width. It is considered as a standard beam that is much more mature.
Thus, in the conventional column beam structure, the structure becomes complicated and the construction cost increases. Furthermore, many beams 116 that intersect with the piping member 32 require through holes for passing the piping member 32, which reduces the strength of the beam 116 in addition to the labor of construction.

Further, as shown in FIG. 1, at the end of the structure 12Q, the structure 12R and the structure 12S protrude linearly outward, and a rectangular area is provided.
In the protruded quadrangular area, a row of internal pillars 42 is erected at a predetermined interval from the structure 12R, and between the internal pillars 42 and the internal pillars 42 and between the internal pillars 42 and the structural bodies 12. Is covered with a flat beam 44. Thereby, an area 71 surrounded by the row of the structures 12R and the internal pillars 42 is formed. The area 71 is an area for a hospital room, and is partitioned into small rooms by a partition wall (not shown) to form a hospital room.

  In addition, a row of internal pillars 43 is erected with a predetermined distance from the structure 12S, and flat beams 45 are laid between the internal pillars 43 and 43 and between the internal pillars 43 and the structural body 12. It has been. As a result, an area 73 surrounded by the row of the structures 12S and the internal pillars 43 is formed. The area 73 is an area for a hospital room and is divided into small rooms by a partition wall (not shown) to be a hospital room.

  Further, an area 72 is formed between the row of the inner pillars 42 and the row of the inner pillars 43. The area 72 is an area for a hallway, and is partitioned by a wall (not shown) provided between the internal pillar 42 and the internal pillar 43 to be a hallway.

Next, the elevation structure will be described with reference to FIG.
4 is a cross-sectional view taken along the line XX of FIG. 1, and a hospital room area 70 is partitioned by a second floor slab 23, a third floor slab 23, and a rooftop slab 23 in the vertical direction. As the floor slab 23, a slab having a general structure or a non-beam slab not supported by a small beam is used. At this time, the upper surface of the floor slab 23 is flush with the upper surface of the flat beam 21. Further, a ceiling material 34 (indicated by a two-dot chain line) is attached under the floor slab 23 of each floor, and a ceiling space 38 is formed between the floor slab 23 and the ceiling material 34. A piping member 32 for equipment piping is arranged in the ceiling space 38.

  Similarly, the second floor slab 24, the third floor slab 24, and the roof slab 24 in the corridor area 69 are formed of a non-beamed version, and a ceiling member 35 is attached below each floor slab 24. An in-ceiling space 39 is formed between 24 and the ceiling member 35. Further, the piping member 32 is disposed in parallel with the flat beam 20 in the ceiling space 39. The piping member 32 is drawn from the ceiling space 39 in the hallway into the ceiling space 38 in the area 70 of the hospital room or the ceiling space 40 in the area 68 for the nurse station.

  The nurse station area 68 has the same elevation. Further, a hospital room area 66, a hospital room area 71, a hospital room area 73, a corridor area 67, and a corridor area 72, which are not shown, all have the same elevational configuration.

Next, functions and effects will be described.
As described above, the structure 12 has a structure in which the wall column 26 and the wall beam 28 are integrally formed of concrete, and has high earthquake resistance. The structure 12 is provided all around the hospital 10. Thereby, at the time of an earthquake, the structure 12 can bear most of the horizontal load that acts on the hospital 10.

  That is, the structure 12 forms the outer wall of the hospital 10 and has a so-called outer shell structure, and the structure 12 bears most of the seismic force, so that the earthquakes borne by the inner pillars 14 to 17, 42, 43 are carried out. The power may be small. As a result, the cross-sectional areas of the inner pillars 14 to 17, 42, and 43 can be reduced, and the degree of freedom of the pillar division is increased.

  Further, by increasing the degree of freedom of the division of the internal pillars 14 to 17, 42, and 43, the interval between the pillars of the nurse station area 68 constructed on the same floor surface, and the areas 66, 70, and 71 for the respective hospital rooms. 73 can be made different from each other.

  As a result, the nurse station area 68 and the hospital room areas 66, 70, 71, 73 can be optimally divided into pillars, respectively, and the poor fit that occurs due to the convenience of the pillar division from these rooms. You can eliminate the pillars. As a result, the room can be effectively used.

  For example, as shown in FIGS. 5 (A) and 5 (B), the split of the internal pillar 14 of the area 66 for the hospital room is different from the split of the internal pillar 17 of the area 70 for the hospital room, Can provide a two-person room and a private room on the area 70 side. Although illustration is omitted, the column division of the area 68 for the nurse station can naturally be different from these.

  In addition, hospital room areas 66, 70, 71, 73 are arranged along the structure 12. Thereby, all the sickrooms are arrange | positioned in the position which faces the window 18, and the landscape from the window 18 is obtained, and can raise the value of a sickroom.

  In addition, since the beams are flat beams 18 to 21, 44, and 45, the protruding amount of the lower surface of the beam to the ceiling space 38 to 40 is reduced. As a result, the height of the piping member 32 arranged in the ceiling spaces 38 to 40 is lower than the lower surfaces of the flat beams 18 to 21, 44 and 45.

  Accordingly, for example, when the piping member 32 arranged in the ceiling space 39 of the hallway area 69 is drawn into the area 66 for the hospital room or the area 68 for the nurse station, it is necessary to open through holes in the flat beams 20 and 21. There is no.

  Since it is not necessary to open through holes in the flat beams 20 and 21, the strength of the flat beams 20 and 21 can be prevented from being lowered, and the piping member 32 can be easily constructed. In addition, maintenance and expansion of the piping member 32 and workability in the case of updating in the future are also improved. Furthermore, since the beam formation can be lowered, the amount of beam formwork used can be reduced, and the construction cost can be reduced.

  Further, the foundation pits 46 for the water field piping are concentrated in the foundations of the corridor area 69 and the nurse station area 68. Thereby, the piping process of the area 70 for hospital rooms becomes possible by arrange | positioning the vertical shaft 33 for water supply / drainage facilities to the area 69 side for corridors. As a result, the ceiling height of the hospital room area 70 can be maintained high. Furthermore, the foundation of the area 70 for a hospital room can be comprised by the mat slab 48, and construction cost can be reduced.

  Further, the upper surfaces of the floor slabs 23 to 25 are flush with the upper surfaces of the flat beams 19 to 21. Thereby, the ceiling height can be increased even at the same floor height. Since there is no small beam in the floor slabs 23 to 25, the degree of freedom in the layout of the partition walls that partition between the floor slabs 23 to 25 and the floor slabs 23 to 25 is increased.

  Although the hospital 10 has been described above, the present invention is not limited to a hospital, but can be applied to structures such as medical facilities, hotels, and research facilities.

(Second Embodiment)
As shown in the horizontal sectional view of FIG. 6, the hospital 50 according to the second embodiment has a plate-like structure 52 that constitutes an outer wall, and a part of the outer shape of the structure 52 can be seen in a plan view. It protrudes outward in a triangular shape.

  The structure 52 has the same configuration as the structure 12 described in the first embodiment, and a description thereof will be omitted. The structure 52T and the structure 52U, which are linear portions of the structure 52, protrude outward from each other, and the planar shape of the structure 52V forms a triangle.

    A row of internal pillars 54 is erected in parallel to the linear structure 52T. The internal pillars 54 are built at a predetermined pillar interval, and a flat beam 60 is bridged between the internal pillars 54 and the internal pillars 54. The flat beam 60 is laid in one direction in a direction parallel to the structure 52T.

  As a result, an area 74 for a hospital room surrounded by the row of the structures 52T and the internal pillars 54 is formed. The area 74 is partitioned into small rooms by a partition wall (not shown) and is used as a hospital room.

  A row of internal pillars 56 is erected in parallel with the linear structure 52U. The internal pillars 56 are built at predetermined pillar intervals, and flat beams 62 are laid between the internal pillars 56 and 56. The flat beam 62 is laid in one direction in a direction parallel to the structure 52U.

Thereby, an area 75 for a hospital room surrounded by the row of the structures 52U and the internal pillars 56 is formed. The area 75 is divided into small rooms by partition walls (not shown), and is used as a hospital room.
A row of internal pillars 58 is erected in parallel with the linear structure 52V. The internal pillars 58 are built at a predetermined pillar interval, and a flat beam 64 is bridged between the internal pillars 58 and the internal pillars 58. The flat beam 64 is laid in one direction in a direction parallel to the structure 52V.

  Thereby, an area 76 for a hospital room surrounded by the row of the structures 52V and the internal pillars 58 is formed. The area 76 is divided into small rooms by a partition wall (not shown) and is used as a hospital room.

  On the inner side of the structure 52T, a row of internal columns 55 is erected in parallel with the row of internal columns 54. The internal pillars 55 are built at a predetermined pillar interval, and a flat beam 61 is bridged between the internal pillars 55 and the internal pillars 55. As a result, a hallway area 77 surrounded by the row of internal pillars 54 and the row of internal pillars 55 is formed. The area 77 is partitioned by a wall (not shown) provided between the internal pillar 54 and the internal pillar 55 to form a hallway.

  In addition, on the inner side of the structure 52 </ b> U, a row of internal columns 57 is erected in parallel with the row of internal columns 56. The internal pillars 57 are built at predetermined pillar intervals, and a flat beam 63 is bridged between the internal pillars 57 and the internal pillars 57. As a result, a corridor area 78 surrounded by the row of internal pillars 56 and the row of internal pillars 57 is formed. The area 78 is partitioned by a wall (not shown) provided between the internal pillar 56 and the internal pillar 57 to form a hallway.

  Further, on the inner side of the structure 52 </ b> V, a row of internal columns 59 is built in parallel with the row of internal columns 58. The internal pillars 59 are built at predetermined pillar intervals, and a flat beam 65 is spanned between the internal pillars 59 and the internal pillars 59. As a result, a hallway area 79 surrounded by the row of internal pillars 58 and the row of internal pillars 59 is formed. The area 79 is partitioned by a wall (not shown) provided between the internal column 58 and the internal column 59 to form a hallway. Here, a triangle is constituted by three corridor areas 77, 78 and 79.

  Then, a nurse station area 98 surrounded by a row of inner pillars 55, 57, and 59 in a triangular shape is formed. The area 98 is partitioned by a partition wall (not shown) to serve as a nurse station. Other configurations are the same as those of the first embodiment, and the description thereof is omitted.

  In this way, the structures 52T and 52U, which are part of the structure 52, protrude outwardly in a straight line to have a triangular shape, and the planar shape of the nurse station area 98 is also partially cut off. It is a triangle. As a result, there is one corner room as compared with the structure in which the structures 52T and 52U protrude in a square shape, so that the hospital room areas 74 and 75 can be efficiently arranged in the protrusion.

  Note that an area 100 shown in FIG. 6 is not a hospital room but an office management area. Also in the area 100, the first embodiment can be applied. In other words, as described in the first embodiment, it is possible to obtain an optimal pillar arrangement according to the use of the room regardless of the size of the room. Detailed description is omitted.

  FIG. 7 shows an example in which the hospital rooms 106, 108, 110 and the nurse station 112 are arranged by partitioning the hospital room areas 74, 75, 76 and the nurse station area 98 with partition walls. Each space can be set as an optimal pillar division, and an efficient arrangement can be achieved. In addition, the planar shape of the structure 52 can be changed, and the layout of the hospital rooms 106, 108, and 110 rich in change is possible.

It is a figure which shows the horizontal cross section of the structure based on the 1st Embodiment of this invention. It is a figure which shows the structure of the structure based on the 1st Embodiment of this invention. It is a figure which shows the example of the column beam structure and room arrangement | positioning in the structure of a prior art example. It is a figure which shows the vertical cross section of the structure based on the 1st Embodiment of this invention. It is a figure which shows the floor plan of the hospital room of the structure based on the 1st Embodiment of this invention. It is a figure which shows the horizontal cross section of the structure based on the 2nd Embodiment of this invention. It is a figure which shows the example of arrangement | positioning of the hospital room and nurse station of the structure based on the 2nd Embodiment of this invention. It is a figure which shows the technique which ensures the ceiling height of the functional room in the structure of a prior art example.

Explanation of symbols

10 Hospital (structure)
12 Structure 14 Internal column 18 Flat beam 23 Floor slab (slab, no-beam version)
26 Wall pillar 28 Wall beam 30 Window (opening)
32 Piping member 34 Ceiling material 38 Ceiling space 66 Hospital room area (small room)
67 Hallway area (hallway)
68 Nurse Station Area (Large Room)

Claims (8)

A plate-like structure that includes a pillar, a beam, and a wall that form an outer wall with an opening and surrounds the entire circumference; and
And Longitudinal is only laid in the direction equivalent dimension of growth and width, or width than forming a large squamous girders between the pillars between the structures,
An internal column disposed in a space surrounded by the structure and supporting the beam;
A structure having   The structure according to claim 1, wherein the structure is a concrete outer wall in which a plate-like wall column and a plate-like wall beam are integrally formed and the opening is provided.   The structure according to claim 1 or 2, wherein the flat girder is erected only in the direction of a row between the internal column where the pipe passage is provided and the internal column. The structure according to claim 3 , wherein a slab is provided between the large beams, and the slab is a non-beam version not supported by a small beam.   The large room and the small room are constructed in the space surrounded by the structure, and the interval between the internal pillars of the large room is larger than the interval between the internal columns of the small room. The structure according to item 1. The small room, the structure according to 請 Motomeko 5 is built in a space surrounded by columns of said structure and said internal column. The structure according to claim 5 or 6, wherein a corridor is provided between the small room and the large room. A part of the outer shape of the structure protrudes in a triangular shape, the small room is constructed along the outer shape, a corridor is provided along the small room, and the large room is constructed along the corridor. a triangular planar shape of the large room is partially cut out of the vertices, the claims columns of said internal pillars constituting the large room is is parallel to the said structure protrudes into the triangular The structure according to claim 5 or claim 6 .

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