EP3369869B1 - Unité colonne et poutre pour construction de hutte et structure de hutte utilisant celle-ci - Google Patents
Unité colonne et poutre pour construction de hutte et structure de hutte utilisant celle-ci Download PDFInfo
- Publication number
- EP3369869B1 EP3369869B1 EP16859764.9A EP16859764A EP3369869B1 EP 3369869 B1 EP3369869 B1 EP 3369869B1 EP 16859764 A EP16859764 A EP 16859764A EP 3369869 B1 EP3369869 B1 EP 3369869B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- column
- ridge
- support member
- ascending
- eaves
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- 238000010276 construction Methods 0.000 title claims description 24
- 230000001174 ascending effect Effects 0.000 claims description 74
- 230000008878 coupling Effects 0.000 claims description 22
- 238000010168 coupling process Methods 0.000 claims description 22
- 238000005859 coupling reaction Methods 0.000 claims description 22
- 238000005452 bending Methods 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000000717 retained effect Effects 0.000 claims 1
- 239000000463 material Substances 0.000 description 16
- 239000002184 metal Substances 0.000 description 12
- 238000009434 installation Methods 0.000 description 8
- 239000011347 resin Substances 0.000 description 5
- 229920005989 resin Polymers 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 230000014759 maintenance of location Effects 0.000 description 3
- 239000007769 metal material Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000009194 climbing Effects 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- 210000003813 thumb Anatomy 0.000 description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 206010016173 Fall Diseases 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3445—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts foldable in a flat stack of parallel panels
- E04B1/3447—Portal- or saddle-shaped structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/42—Arched girders or portal frames of wood, e.g. units for rafter roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining plates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2652—Details of nailing, screwing, or bolting
Definitions
- the present invention relates to the column and beam unit for hut construction and a hut structure using the same.
- Patent Document 1 For the demand of such a small-scale temporary hut, for example, "roof unit for wooden building” (Patent Document 1) and “roof truss” in consideration of ease of assembly (Patent Document 2) are disclosed.
- the " roof unit for a wooden building " of patent document 1 is provided, and a connection fitting for connecting one end of the two ceiling joist to each other is provided, and the vicinity of the lower end part of each rafter is rotatable connected to the eye plate in the vicinity of the other end part of each of the ceiling joist, and the upper ends of the rafters connected in the vicinity of the other end of each of the ceiling joist are rotatable connected to each other by a connection metal fitting, and is constituted so as to be freely foldable.
- the roof truss of the patent literature 2 rotatably fitted to the upper end part of each of the diagonal members and diagonal members each other on one end side and another end side of an upper end part of a flux material mounted rotatably at the center of the diagonal member, and the folded position and a falling-down in any of horizontal and diagonal members and the other one diagonal member and strut material is laid down to the horizontal lower chord material.
- the other diagonal member and a diagonal member of one strut is vertically erected with respect to the horizontal lower chord material to provide a truss assembling attitude is positioned at one end and the other end of the lower chord member and lower end parts of each.
- a column member is connected to each of the lower end side of a pair of climbing beam members forming a roof gradient, and the vicinity of the middle of the ascending beam member opposed to the column member is connected by a pair of beam support members.
- the hut structure is arranged at a predetermined interval a plurality of sets in ridge direction of the column and beam unit, the constructed by combining the girder member.
- FR 650 759 A discloses the features of the preamble of claim 1.
- the prior art units have a shape-retaining property and durability of a certain degree, to provide a problem solving time of application, flexibility of changing dimension of outer shape and the internal space, and further to provide a quick assembling property at an installation site.
- the applicants of the present invention in addition to further improve the prior art units, to provide a long-term maintenance of shape-retaining property and durability of conventional level in spite of a simple structure, to provide a hut structure using the same, and the column and beam unit for hut construction and can be widely used from an internal space of a hut after construction.
- the ascending beam unit for constructing a hut of the present invention is defined with the features of claim 1.
- the ascending beam member, the column member, and the ridge-side beam support member have wood members having the same cross-sectional shape and different length dimensions, for example, thinned wood of the same cross-sectional shape.
- Such thinned timber is easy to obtain, and is also excellent in terms of cost reduction and effective utilization of resources.
- a material such as a metal material, a metal pipe, a resin material, a resin pipe, a bamboo material, etc. may be selected, and a combination of a plurality of materials such as a combination of wood and a metal material It may be selected.
- the ascending beam member is provided with a ridge-side beam support member linked with the other ascending beam member facing the other, and the support is obtained from two directions by an eaves-side beam support member installed on a column member to which the ascending beam member is connected.
- connection portion between the ridge-side beam support member and the eaves-side beam support member of the ascending beam member may be connected via a specific coupling member.
- the coupling member for example, a metal plate may be used, after the connection portion of each member is covered with a metal plate, the member may be screwed together with this.
- a bending reinforcing member is interposed between opposed end faces of both the ridge-side beam support member and the eaves-side beam support member, and the end face of the bending reinforcement member butt joints of end faces of both members may be used.
- the intersecting portion of the pair of the ridge-side beam support members is also in the same connecting manner as the connecting of the other member and the connecting position between the eaves-side beam support member and the column member in the connection of the eaves-side beam support member and the column member is a connection means selectable along the ridge direction of the column member.
- fastening-loose coupling for example, there are a mode of fastening a bolt and a nut, and a mode of fastening a thumb screw or a wing nut.
- a pin coupling there is a mode in which a pin formed on one side is fitted (press-fitted) into a bush arranged on the other.
- a coupling member such as a metal plate
- each member is screwed and screwed after covering the connection portion of each member with a coupling member such as a metal plate
- a connection mode to be rotatable by, for example, it is preferable that a mode which can be fastening/loosening universal joint by adopting a joining apparatus for fastening underwater bolt and nut.
- the connection mode is adopted, and ascending beam member and column member is appropriately loosening the bolt and nut to form a link structure by an outer frame part of the column and beam unit and the connection part becomes rotatable.
- the hut structure using the column and beam unit having the above-described configuration is characterized by having the following constitution.
- the pair of ascending beam members are held at a predetermined bending angle, and the column member is erected and held at an installation position, and the column and beam unit for hut construction the shape retention by the rigid coupling for connecting or an end part side of the eaves-side beam support member and the ridge-side beam support member, the column and beam unit group and a proper number of arranged at a proper interval in the ridge direction at a position opposite to and in parallel with the end face position of two or more of the column and beam unit, respective column members to each other ascending beam member, and each of the column and beam unit group, a girder member, and ridge beam member, and a pole plate member, and a main building member, either, and sill, and the device is characterized by constructing the shape retention by the mounting of a member or combination of them.
- the same and connection mode in which the column and beam unit from a viewpoint of reducing the number of components and cost reduction it is preferable that the same and connection mode in which the column and beam unit from a viewpoint of reducing the number of components and cost reduction.
- the connection of the column-beam unit is made to be a fastening-loose connection composed of a bolt and a nut
- the column and beam unit and the beam member are attached to each other even if the column and beam unit and the girder member are attached to each other.
- the same material is selected and a column and beam unit material of girder member and the like, a metal material in consideration of the strength and the like, and a resin material, and also by selecting the combination of the plurality of materials.
- the column and beam unit for building the hut of the present invention has the above-described configuration, the following effects are obtained.
- the framework for construction of the hut is formed by connecting the ascending beam members and the column members, and the ascending beam members are supported by the ridge-side beam support member and the eaves-side beam support member which are inclined, the ascending beam members and Compared with the column and beam unit (hereinafter referred to as "patent column and beam unit") of Japan Patent JP4886078B in which the beam support member is parallel while forming a climbing gradient, the shape retention and durability of the entire unit are equal to or more than, and demonstrate the technical effect that the internal space can be widely secured.
- the degree of freedom of the installation place is similarly high, and the internal space can also be secured wider than the patent column and beam unit.
- the present unit for constructing a column and beam unit according to the present invention
- the present unit 1 shown in FIG. 1 comprises a pair of ascending beam members 2, 2 formed on three dimensions (about 9 cm) from thinned wood, a pair of column members 3, 3, a pair of the ridge-side beam support members 4,4, And the eaves-side beam support members 5, 5.
- the right side of FIG. 1 is defined as "right side” of the present unit 1
- the left side is defined as "left side”
- the side visible on the drawing as "rear side” the right side of FIG. 1 is defined as "right side” of the present unit 1
- the left side is defined as "left side”
- the side visible on the drawing as “rear side” .
- the ascending beam member 2 is connected such that one end side of the ascending beam member 2 forms a predetermined roof gradient and a ridge portion so that the ascending beam member 2 on the right side of the ridge portion is on the rear side.
- the connection means 7 of the ascending beam member 2 employs a coupling mode by fastening-loose means. Specifically, the bolt 71 is inserted into the connection port 74 formed in each ascending beam members 2, 2, and the bolt 71 is fastened with the nut 72 and the two washers 73, 73. Because of this connection mode, if the fastening state of the bolt 71 or the nut 72 is loosened, a pair of ascending beam members 2, 2 becomes freely rotatable with respect to each other.
- connection means 7 can be rotatable connected, it may be changed to another mode such as, for example, a thumb screw and a wing nut, a pin and a bush, a pin connection composed of a shaft and a shaft holder, and the like.
- the upper end portions of the upright column members 3, 3 are connected to the opposite side end portions which are lowered from the ridge to which the ascending beam members 2, 2 are connected to the pole plate side.
- the column member 3 is connected so as to be substantially vertical, and the ascending beam member 2 is erected and held.
- the right column member 3 is connected to the front side of the ascending beam member 2, and the left column member 3 is connected to the rear side of the ascending beam member 2.
- the ascending beam member 2 and the column member 3 are connected to each other by inserting the bolt 71 into the connection port 74 formed in the ascending beam member 2 and the column member 3, and the nut 72 and the washer 73 and has concluded. Then, if the fastening state of the bolt 71 or the nut 72 is relaxed, the ascending beam member 2 and the column member 3 are rotatable with respect to each other.
- a plurality of connection ports 74 other than the ascending beam member 2 being connected is formed along the ridge direction of the column member 3.
- the connection port 74 of the column member 3 may be deformed into a long hole (not shown) as necessary.
- An end portion of an eaves-side beam support member 5 (to be described later) is connected to an arbitrary position of the plurality of connection ports 74 and long holes.
- Both end portions of the pair of ridge-side beam support members 4, 4 are connected to the above-mentioned ascending beam member 2 so as to intersect with each other by the connection means 7 of the same mode.
- the one ridge-side beam support member 4 has a left upper end on the left side ascending beam member 2 is connected to the vicinity of an upper connection part which is lowered from the rigid connection of the ridge part to the pole plate side, and the right side lower end thereof is rigidly connected to the lower surface in the vicinity of the middle of the right-side ascending beam member 2.
- the other ridge-side beam support member 4 is symmetrical with the above one ridge-side beam support member 4 and the right upper end is symmetrical with the ridge-side beam support member 4 of the upper joining portion which is lowered from the ridge of the right-side ascending beam member 2 to the eaves girder side and its lower left end is rigidly connected to the lower surface near the middle of the left-side ascending beam 2.
- a pair of ridge-side beam support members 4,4 is arranged so as to draw an approximately x-shape in which the upper side crosses the ascending beam member 2 and the whole of the Present unit 1 is held in shape.
- the ridge-side beam support member 4 positioned on the right side is connected to the rear side with respect to the left ascending beam member 2 and the ridge-side beam support member 4 positioned on the left side is connected to the front side with respect to the right ascending beam member 2 and is connected to the front side of the ridge-side beam support member 4 on the right side.
- the intersections of the ridge-side beam support member 4 are also connected by the same connection means 7 as the other members.
- An eaves-side beam support member 5 is connected to each column member 3 so as to be connected to the ascending beam member 2 to which the column member 3 is connected. Specifically, one eaves-side beam support member 5 is connected at the lower right end to the upper side of the right side column member 3 and below the connection position of the ascending beam member 2, and the left upper end thereof is connected to the right ascending beam member 2 to the lower surface side in the vicinity of the middle of the two.
- the other eaves-side beam support member 5 is symmetrical with the one eaves-side beam support member 5 described above and the left lower end is on the upper side of the left side column member 3 and is located below the connection position of the ascending beam member 2 and its right upper end is rigidly connected to the lower surface side in the vicinity of the middle of the left ascending beam member 2.
- the ridge-side beam support member 4 and the eaves-side beam support member 5 are formed by machining a part of the upper surface of the end portion at the rigid portion with the ascending beam member 2 so as to abut against the lower surface of the ascending beam member 2, in a butted state in which the respective end surfaces in the direction are brought into contact with each other.
- a metal or a wooden plate body covering a rigid part as a coupling member 6 is formed, it is may be brought into contact with each other from the front face side (or the rear face side) to be screw-fixed to each other
- the present unit 1 forms a column and beam structure having a predetermined roof gradient by connecting the pair of ascending beam members 2, 2 and the pair of column members 3, 3, and in the ascending beam member 2, the eaves-side beam support member 5 which connects the intermediate position with the pair of ridge-side beam support members 4 ,4, in an intersecting manner and at the rigid connection part of the ascending beam member 2 to the column member 3 obliquely It is bridged and rigidly connected, and the whole is shaped and reinforced.
- the present unit 1 having such a configuration has the following characteristics. That is, in the present unit 1, since the ascending beam member 2, the column member 3, the ridge-side beam support member 4, and the eaves-side beam support member 5 are fastened by the connection means 7, the fastened state of the bolt 71 is loosened By changing the rigid position of the ridge-side beam support member 4 and the eaves-side beam support member 5 to the ascending beam member 2 and by changing the connecting position of the column member 3 and the eaves-side beam support member 5, the present unit 1 It is possible to change the fixed open angle of the roof gradient of the ascending beam member 2 and the dimension between the column members.
- the rigid connection state of the ridge-side beam support member 4 and the eaves-side beam support member 5 to the ascending beam member 2 is canceled, and can be folded when the rotation of the connection means 7 so as to come close to each other face each other, and the column member 3, and the conveyance of the present unit 1 is facilitated.
- the present unit 1 can be easily assembled and disassembled at the installation site, while it is assembled at a factory or the like in advance, transported in a folded state, deployed at the installation site, and then the ascending beam member 2 and the installation side It can be assembled by the ridge-side beam support member 4 and the eaves-side beam support member 5.
- the eaves-side beam support member 5 is omitted only by rigidly connecting the end portion side of the ridge-side beam support member 4 to the ascending beam member 2.
- the end portion side of the ridge-side beam support member 4 is rigidly connecting by the ascending beam member 2 and the metal plate 61
- the column member 3 is rigidly connecting by the auxiliary metal plate 62 instead of the eaves-side beam support member 5.
- a bending reinforcement member 63 as a coupling member 6 is provided between the ridge-side beam support member 4 and the eaves-side beam support member 5 so as to extend along the lower surface side of the ascending beam member 2 and the both end surfaces of the bending reinforcement member 63 and the ridge-side beam support member 4 and the end surface of the eaves-side beam support member 5 are abutted against each other to bring them into a rigid state.
- the present hut structure 8 (hereinafter, abbreviated as "the present hut structure ”) using the present unit 1 will be described.
- connection means 7 a plurality of the present unit 1 are assembled with the connection means 7, or are deployed from the folded state, the bolt 71 of the connection means 7 and the nut 72 are retaining the shape of the rigid connection, after so that the ascending beam member 2 is rigidly connected to the ridge-side beam support member 4 and the eaves-side beam support member 5.
- the bolt 71 of the connection means 7 and the nut 72 are retaining the shape of the rigid connection, after so that the ascending beam member 2 is rigidly connected to the ridge-side beam support member 4 and the eaves-side beam support member 5.
- the present hut structure 8 is constructed by attaching the pole plate member 81, the main building member 82, and the girder member 83 and shaping it.
- the girder member 83 connects the column members 3 positioned at the front and rear, and the pole plate member 81 and the main building member 82 couple the ascending beam member 2 to each other.
- the connection means 7 comprising a bolt 71, a nut 72, and a washer 73.
- the present hut structure 8 Even after construction of the present hut structure 8, if the connection means 7 at a predetermined location is loosened and the rigid connection positions of the column member 3, the ridge-side beam support member 4 and the eaves-side beam support member 5 are changed, the present hut structure 8 It is possible to easily change the dimensions between the column members and the height of the whole cabin and flexibly cope with the change of the installation position.
- connection between the Pole plate member 81, the main building member 82, and the girder member 83 and the present unit 1 is not limited to the form of the connection means 7 by means of the bolt 71 and the nut 72, and other types of such as a nail, a rope, etc. It may be changed to a means.
- the present hut structure 8 After completion of the construction of the present hut structure 8, it is used as a so-called vinyl house or a small-scale temporary hut of another purpose by covering the whole with a vinyl sheet or the like appropriately, or attaching a tongue plate or a plywood board to a desired position as appropriate be able to.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Claims (7)
- Unité de colonne et poutrelle (1) destinée à assurer la construction d'une cabane comprenant :une paire d'éléments de poutrelle ascendants (2) formée en reliant chaque partie d'extrémité de deux éléments en forme de tige l'une à l'autre et en agençant lesdits deux éléments en forme de tige de manière à présenter un angle d'ouverture prédéterminé afin de former une partie de faîtage et un gradient de toit ;un élément de colonne (3) érigé et maintenu en étant relié au niveau de sa partie d'extrémité supérieure à proximité d'une partie d'extrémité du côté de poutre sablière de l'un des éléments de poutrelle ascendants (2); etune paire d'éléments de support de poutrelle du côté faîtage (4), l'un de ceux-ci reliant une position sur l'un desdits éléments de poutrelle ascendants (2) plus proche de la partie de faîtage que du côté de poutre sablière et une partie presque centrale de l'autre élément de poutrelle ascendant (2)dans laquelle un élément de support de poutrelle du côté sablière (5), relié dans un état assurant la jonction entre l'élément de poutrelle ascendant (2) et l'élément de colonne (3), est formé,caractérisée en ce quel'une des parties d'extrémité de l'élément de support de poutrelle du côté faîtage (4) et l'une des parties d'extrémité de l'élément de support de poutrelle du côté sablière (5) sont fixées sur le côté de surface inférieure de l'élément de poutrelle ascendant et reliées entre elles.
- Unité de colonne et poutrelle destinée à assurer la construction d'une cabane selon la revendication 1, dans laquelle lesdites chacune des parties d'extrémité de l'élément de support de poutrelle du côté sablière (5) et de l'élément de support de poutrelle du côté faîtage (4) sont reliées par mise en butée des surfaces d'extrémité de chacune desdites parties d'extrémité.
- Unité de colonne et poutrelle destinée à assurer la construction d'une cabane selon la revendication 1, comprenant, en outre, un élément de renforcement en flexion (63) dans laquelle lesdites chacune des parties d'extrémité de l'élément de support de poutrelle du côté sablière (5) et de l'élément de support de poutrelle du côté faîtage (4) sont couplées l'une à l'autre par interposition de l'élément de renforcement en flexion (63) entre chacune desdites parties d'extrémité de l'élément de support de poutrelle du côté sablière (5) et de l'élément de support de poutrelle du côté faîtage (4) par mise en butée.
- Unité de colonne et poutrelle destinée à assurer la construction d'une cabane selon la revendication 1, 2, ou 3, les éléments de la paire d'éléments de support de poutrelle du côté faîtage (4) sont reliés entre eux et sont reliés au niveau de leur partie d'intersection.
- Unité de colonne et poutrelle destinée à assurer la construction d'une cabane selon la revendication 1, 2, 3, ou 4, dans laquelle le raccordement entre l'élément de support de poutrelle du côté sablière (5) et l'élément de colonne (3) est réalisé par un moyen de raccordement modifiable fixé à une position modifiable suivant la direction longitudinale.
- Unité de colonne et poutrelle destinée à assurer la construction d'une cabane selon la revendication 1, 2, 3, 4, ou 5, dans laquelle la structure de raccordement de chaque élément est sélectionnée à partir d'un groupe constitué par un coupleur de fixation et séparation, un coupleur à broche et un coupleur rigide, un coupleur d'assemblage et un coupleur à emboîtement, ou une structure dans laquelle ceux-ci sont combinés.
- Structure d'une cabane dont la forme est conservée par :une pluralité desdites unités de colonne et poutrelle (1) selon l'une quelconque des revendications 1 à 6, comprenant un nombre approprié d'unités de colonne et poutrelle dans lesquelles deux ou plusieurs des unités de colonne et poutrelle sont agencées suivant un intervalle approprié dans la direction du faîtage à une position opposée et parallèlement à la position de face d'extrémité ; etl'installation de chacun des éléments de poutrelle ascendant et de chacun des éléments de colonne de ladite pluralité d'unités de colonne et poutrelle, un élément comprenant un élément de poutre, un élément de poutrelle de faîtage, un élément de plaque de poteau, un élément de construction principal, ou une combinaison de ceux-ci.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2015212106A JP6202688B2 (ja) | 2015-10-28 | 2015-10-28 | 小屋構築用の柱梁ユニット及びこれを用いた小屋構築体 |
PCT/JP2016/081513 WO2017073534A1 (fr) | 2015-10-28 | 2016-10-25 | Unité colonne et poutre pour construction de hutte et structure de hutte utilisant celle-ci |
Publications (3)
Publication Number | Publication Date |
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JP2019120054A (ja) * | 2018-01-05 | 2019-07-22 | 真野 孝仁 | トラスフレーム体、トラスフレーム、トラスフレームを用いた木造建築物及び木造建築物を建築する方法 |
CN113553670B (zh) * | 2021-06-15 | 2023-03-07 | 株洲时代新材料科技股份有限公司 | 一种金属橡胶缓冲装置及结构优化方法 |
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FR650759A (fr) * | 1928-03-12 | 1929-02-11 | Nouveau système de ferme | |
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JPH1193262A (ja) * | 1997-09-16 | 1999-04-06 | Ikkaku:Kk | 木造建築物の耐震強化構法 |
US20020108647A1 (en) * | 2001-02-13 | 2002-08-15 | Ting-Hsing Chen | Tent with awning |
AT502625B1 (de) * | 2005-05-30 | 2008-03-15 | Wolf Modul Gmbh | Rahmen für ein hallenförmiges gebäude |
JP4886078B1 (ja) * | 2011-02-24 | 2012-02-29 | 秀明 熊谷 | 小屋構築用の柱梁ユニット及びこれを用いた小屋構築体 |
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ANONYMOUS: "Dictionnaire raisonné de l'architecture française du XIe au XVIe siècle/Charpente - Wikisource", 14 June 2016 (2016-06-14), XP055700741, Retrieved from the Internet <URL:https://web.archive.org/web/20160614184543/https://fr.wikisource.org/wiki/Dictionnaire_raisonné_de_l'architecture_française_du_XIe_au_XVIe_siècle/Charpente> [retrieved on 20200603] * |
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JP6202688B2 (ja) | 2017-09-27 |
EP3369869A4 (fr) | 2019-06-26 |
WO2017073534A1 (fr) | 2017-05-04 |
EP3369869A1 (fr) | 2018-09-05 |
DK3369869T3 (da) | 2021-07-12 |
JP2017082492A (ja) | 2017-05-18 |
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