JP2008190263A - Complex building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a complex building which is not damaged or broken by lateral vibration during an earthquake. <P>SOLUTION: This complex building 30 is constructed by horizontally arranging a plurality of buildings 10 in such an attitude that passages 17 are aligned to make a line. The adjacent buildings 10 are arranged with a clearance S wide enough to prevent mutual contact between binding plate 20 of them. Tabular cover materials 31 and 32 for covering the clearance S between the adjacent buildings 10 are annexed onto a ceiling surface of the building 10 and both side surfaces thereof. The cover materials 31 and 32 are fixed to only either of the adjacent buildings 10 by welding (or bolting) edge portions 31a and 32a of them. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

  The present invention relates to a composite building that can be used as a simple house, a warehouse, a work room, or an animal breeding facility.

  As simple buildings that can be used as houses, warehouses, work rooms, etc., various structures have been developed in the past, but as related to the present invention, a steel frame composed of a ramen structure is used. (For example, refer to Patent Document 1). The apartment unit building room unit described in Patent Document 1 can be transported by sea in the same manner as a container for sea transport, and can easily and quickly construct a multi-story apartment house by simply connecting at a construction site. It is.

JP 2004-68285 A

  The room unit for building a housing complex described in Patent Document 1 uses a steel frame composed of a ramen structure, so it is superior in strength to conventional marine shipping containers, and can be used as a one-room type house. There is no problem. However, when the apartment house is formed by arranging a plurality of apartment units for constructing the apartment house in the horizontal direction, adjacent chamber units are joined by a structure as shown in FIG. For this reason, it may be damaged or broken by a lateral shake during an earthquake.

  The problem to be solved by the present invention is to provide a composite building that is not damaged or broken by a lateral shake during an earthquake.

  The building of the present invention is an architecture constructed by mounting plates on the floor, ceiling and wall surfaces of a rectangular parallelepiped lattice structure formed by arranging a plurality of pillars and beams vertically and horizontally and joining nodes. A plurality of objects are arranged in a horizontal direction, and the structure is constructed by providing a clearance between the adjacent buildings. With such a configuration, since there is a clearance between adjacent buildings in the composite building, adjacent buildings do not interfere with each other due to rolling in the event of an earthquake. For this reason, it is possible to construct a composite building that is not damaged or broken by a lateral shake during an earthquake.

  Here, if a cover member that covers the exposed portion of the clearance is provided, it is possible to prevent wind and rain and dust from entering through the gap.

  On the other hand, if the cover member is attached to only one of the adjacent buildings, the cover member does not restrain the adjacent building. This prevents the objects from interfering with each other and is effective in preventing damage and breakage.

  According to the present invention, it is possible to provide a composite building that is not damaged or broken by a lateral shake during an earthquake.

  Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a perspective view showing a building for constituting a composite building according to an embodiment of the present invention, FIG. 2 is a front view of the building, FIG. 3 is a cross-sectional view taken along line AA in FIG. 4 is a cross-sectional view taken along line BB in FIG. 2, and FIG. 5 is a cross-sectional view taken along line CC in FIG. FIG. 6 is a perspective view showing the vicinity of the upper end of the pillar material constituting the building, and FIG. 7 is a perspective view showing the vicinity of the lower end of the pillar material constituting the building.

  As shown in FIGS. 1 to 5, the building 10 according to the present embodiment has a plurality of column members 11 and 12 and a beam member 13 arranged vertically and horizontally, and is an intersection of the column members 11 and 12 and the beam member 13. A plurality of nodes 14 are butt welded to form a rectangular grid structure 15, and plate members 16f, 16c, and 16w are respectively attached to the floor, ceiling, and wall surfaces of the grid structure 15. is there. Moreover, the channel | path 17 which penetrates the front side wall surface and back side wall surface which are a pair of wall surfaces which mutually oppose is provided. As shown in FIGS. 8 and 9, which will be described later, each of the column members 11 and 12 and the beam member 13 is a hollow metal tube having a quadrangular cross section, and the column member 11 and the beam member 13 have a cross section shape. The cross section of the pillar 12 is smaller than that of the pillar 11.

  As shown in FIGS. 3 to 5, a wall body 16 a having an entrance 18 is provided on each of the left and right sides of the passage 17, and a door 19 a and a sub door 19 b are provided at the entrance 18. During normal entry / exit, the door 19a can be opened and closed by operating the knob 19c. However, as shown in FIG. 3, when the door 19a and the auxiliary door 19b are opened in a double door, the doorway 18 is opened greatly. Can do. For this reason, it is convenient when a large article is taken in and out.

  On the other hand, as shown in FIGS. 6 and 7, the upper end and the lower end of the column member 11 protrude from the upper surface and the lower surface of the lattice structure 15, respectively. The plate 20 is fixed horizontally. The binding plate 20 is wider than the cross section of the column member 11 and is attached in an eccentric state toward the inside of the building 10, and the through hole 20a is disposed on the protruding side. The fastening plate 20 at the lower end of the column member 11 is for inserting and fixing an anchor bolt (not shown) when the building 10 is placed on a predetermined installation surface. Further, the fastening plate 20 at the upper end of the column member 11 is a member for connecting the buildings 10 adjacent to each other in the vertical direction when a plurality of buildings 10 are stacked to construct a composite building. Accordingly, the fastening plate 20 at the upper end of the pillar 11 of the building 10 located below and the fastening plate 20 at the lower end of the pillar 11 of the building 10 located above are brought into close contact with each other and a bolt (not shown) in the through hole 20a. By inserting and fastening, both can be joined.

  As shown in FIGS. 1 to 3, in the building 10, since the passage 17 is provided in a state of penetrating the building 10 in the horizontal direction, a plurality of spatial regions partitioned from the periphery on both sides of the passage 17. 25 is formed. Therefore, these space areas 25 can be used as a living room, a warehouse or a work room. Moreover, since each space area | region 25 in the building 10 is divided from the channel | path 17 by the wall body 16a, it is excellent in independence and sealing performance.

  Further, as shown in FIG. 3, the doors 19 a and the sub doors 19 b on both sides of the passage 17 are disposed so as to be displaced in opposite directions along the front-rear direction of the passage 17. For this reason, even if the door 19a and the subdoor 19b on both sides of the passage 17 are opened simultaneously, they do not interfere with each other. Further, when the doors 19a on both sides of the passage 17 are in the open state, the inside of the other space region 25 is not visually recognized from the inside of the one space region 25.

  Next, the detailed structure of the building 10 will be described with reference to FIGS. FIG. 8 is a schematic perspective view showing a joint structure between a column member and a beam member constituting the building shown in FIG. 1, and FIG. 9 is a partially omitted enlarged view of a portion indicated by an arrow D in FIG.

  As shown in FIG. 8, the column member 11 and the beam member 13 constituting the building 10 are rigidly joined by butt welding at a node 14, and a plurality of diaphragms 21 are formed inside the column member 11 at the node 14. Welded with a gap in the vertical direction. Further, as shown in FIG. 9, strip plate-like flat bars 22 and 23 are welded along the longitudinal direction to the space region 25 side of the column members 11 and 12, and between the column members 11 and 12. A plate material 16 w having a C-shaped cross section is fitted from the outside, and a bent portion provided on the periphery of the plate material 16 w is fixed to the flat bars 22 and 23 via the gasket 28 using the rivets 24.

  By adopting such a structure, the rigidity of the building 10 can be increased, so that it is difficult to deform when an external force is applied. For this reason, in addition to improving the rolling resistance in the event of an earthquake, etc., prevention of deformation and damage due to external force applied when the building 10 is transported to the destination or when the existing building 10 is transferred. Also effective.

  Next, the composite building constructed | assembled using the some building 10 based on FIGS. 10-13 is demonstrated. 10 is a perspective view of a composite building constructed by arranging a plurality of the buildings shown in FIG. 1, FIG. 11 is a partially cutaway plan view of the composite building, and FIG. 12 is a partially cutaway side view of the composite building. FIG. 13 is a horizontal sectional view of the composite building. 10-13, the part which has the same structure and function as the structure part of the building 10 attaches | subjects the same code as the code | symbol shown in FIGS. 1-9, and abbreviate | omits description.

  As shown in FIG. 10, the composite building 30 is constructed by arranging a plurality of buildings 10 in a horizontal direction in such a posture that the passages 17 are arranged on the same straight line. As shown in FIGS. 11 and 12, the adjacent buildings 10 are arranged with a clearance S that does not allow the binding plates 20 to contact each other. And in the ceiling surface and both sides | surfaces of the building 10, the plate-shaped cover materials 31 and 32 for covering the clearance S of the adjacent building 10 are attached. The cover materials 31 and 32 are fixed to only one of the adjacent buildings 10 by welding (or bolting) the edge portions 31a and 32a. By providing these cover members 31 and 32, it is possible to prevent wind and rain, dust and the like from entering the composite building 30 through the clearance S.

  As shown in FIG. 13, a plate-like cover material 33 for covering the clearance S between the passages 17 of the adjacent buildings 10 is attached on the walking surface of the passage 17. The cover material 33 is fixed by welding (or bolting) the edge portion 33a to only one of the adjacent buildings 10 as in the case of the cover materials 31 and 32 described above. By attaching the cover material 33 and covering the clearance S, it is possible to prevent a person walking in the passage 17 from taking a foot or crawling on the clearance S.

  By arranging a plurality of buildings 10 in a horizontal direction in such a posture that the passages 17 are arranged on the same straight line, as shown in FIG. 13, continuous passages 17 that can enter and leave the space area 25 of each building 10 are provided. The provided composite building 30 can be constructed. Moreover, since the movement to each space area | region 25 can be performed through the channel | path 17, it is not necessary to provide the channel | path for a movement around the composite building 30. FIG. Furthermore, since the upper surface of the passage 17 is covered, it is not necessary to provide a new roof on the passage, and clothes and the body do not get wet even when moving in the passage 17 in bad weather.

  As shown in FIG. 11 and FIG. 12, the plurality of buildings 10 constituting the composite building 30 are arranged with a clearance S, so that they do not interfere with each other due to rolls in the event of an earthquake. , Will not be damaged or broken. Moreover, since the cover materials 31, 32, 33 covering the clearance S are fixed to only one of the adjacent buildings 10 by welding the edge portions 31a, 32a, 33a, the buildings 10 are restrained. There is nothing to do. For this reason, similarly to the above, it is possible to avoid damage or breakage due to rolling in the event of an earthquake.

  As shown in FIG. 10, the complex building 30 is constructed by arranging four buildings 10, but the number of arrangements of the buildings 10 is not limited, so increase or decrease the number of arrangements as necessary. Can do.

  The present invention can be widely used as a simple house, a warehouse, a work room, or an animal breeding facility.

It is a perspective view which shows the building for comprising the composite building which is embodiment of this invention. It is a front view of the building shown in FIG. It is sectional drawing in the AA of FIG. It is sectional drawing in the BB line of FIG. It is sectional drawing in the CC line of FIG. It is a perspective view which shows the upper end vicinity of the pillar material which comprises the building shown in FIG. It is a perspective view which shows the lower end vicinity of the pillar material which comprises the building shown in FIG. It is a schematic perspective view which shows the joining structure of the pillar material and beam material which comprise the building shown in FIG. FIG. 4 is a partially omitted enlarged view of a portion indicated by an arrow D in FIG. 3. It is a perspective view of the composite building constructed by arranging a plurality of buildings shown in FIG. It is a partially cutaway top view of the composite building shown in FIG. It is a partially cutaway side view of the composite building shown in FIG. It is a horizontal sectional view of the composite building shown in FIG.

Explanation of symbols

DESCRIPTION OF SYMBOLS 10 Building 11, 12 Column material 13 Beam material 14 Node 15 Grid structure 16a Wall body 16c, 16f, 16w Plate material 17 Passage 18 Entrance 19a Door 19b Subdoor 19c Knob 20 Tightening plate 20a Through-hole 21 Diaphragm 22,23 Flat bar 24 Rivet 25 Space 28 Gasket 30 Composite Building 31, 32, 33 Cover Material 31a, 32a, 33a Edge S Clearance

Claims (3)

  Arrangement of multiple buildings in the horizontal direction constructed by mounting plates on the floor, ceiling, and wall of a rectangular parallelepiped lattice structure formed by arranging multiple columns and beams vertically and horizontally and joining nodes And a building constructed by arranging and arranging a clearance between the adjacent buildings.   The composite building according to claim 1, further comprising a cover member that covers an exposed portion of the clearance.   The composite building according to claim 2, wherein the cover member is attached by fixing to only one of the adjacent buildings.

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