WO2005058015A1 - 温室の屋根組として用いられる構造体、温室の屋根組、温室の軸組、温室及び温室の軸組工法 - Google Patents
温室の屋根組として用いられる構造体、温室の屋根組、温室の軸組、温室及び温室の軸組工法 Download PDFInfo
- Publication number
- WO2005058015A1 WO2005058015A1 PCT/JP2004/018704 JP2004018704W WO2005058015A1 WO 2005058015 A1 WO2005058015 A1 WO 2005058015A1 JP 2004018704 W JP2004018704 W JP 2004018704W WO 2005058015 A1 WO2005058015 A1 WO 2005058015A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- greenhouse
- frame
- pillars
- structures
- main beam
- Prior art date
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Classifications
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/14—Greenhouses
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/14—Greenhouses
- A01G9/16—Dismountable or portable greenhouses ; Greenhouses with sliding roofs
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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
- 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
- E04B7/026—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of prefabricated modules, e.g. box-like or cell-like units
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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
- 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
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
Definitions
- the present invention relates to a structure used as a roof set of a greenhouse, a roof set of a greenhouse using the structure, a greenhouse set, a greenhouse and a greenhouse set method.
- the roof frame constituting the framework of such a greenhouse is a force s composed of the above-mentioned joint material, purlin, and purlin, and each of these members is erected on a foundation using a crane or the like. It is usually assembled after being transported on the pillars.
- Patent Document 1 JP 2002-291348 A
- the present invention has been made in view of the above circumstances, and provides a structure capable of significantly reducing the amount of lifting work and the amount of assembly work at a high place, and a greenhouse using the structure. It is an object of the present invention to provide a roof frame, a greenhouse frame structure, a greenhouse and a greenhouse frame structure method.
- the present invention provides a structure capable of maintaining a predetermined strength without requiring a rigid connection when constructing a greenhouse framework, a greenhouse roof assembly using the structure, a greenhouse framework, a greenhouse, and the like. It is an object to provide a greenhouse framing method.
- the present invention provides the following structures, a greenhouse roof assembly, a greenhouse shaft assembly, Provide greenhouse and greenhouse framing method.
- a rectangular frame that is disposed horizontally, a rectangular main beam that is disposed vertically on the frame, and a joint material that supports the main beam.
- a rectangular frame that is arranged horizontally, a rectangular main beam that is vertically arranged on the frame, and a structure that includes a joint material that supports the main beam,
- a greenhouse roof set characterized by being installed adjacent to each other.
- Each of the above-mentioned structures is installed on a supporting portion of a greenhouse including the above-mentioned pillars by connecting four corners of a frame body constituting the above-mentioned pillars to respective pillars.
- each of the structural bodies is installed on the support portion by pin-joining four corners of a frame body constituting the structural body to the column material.
- the roof supported by the support portion has a rectangular frame arranged horizontally, and And a roof assembly formed by installing a plurality of structures, each of which includes a rectangular main beam arranged vertically in a vertical direction and a joint material for supporting the main beam, adjacent to each other.
- a greenhouse characterized by the fact that:
- Each of the structural members forming the roof assembly is mounted on the support portion by pin-joining the four corners of the frame forming the structure to the pillars forming the support portion.
- (13) a) A structure including a horizontally arranged rectangular frame, a rectangular main beam vertically disposed on the frame, and a joint material supporting the main beam. And b) installing a plurality of the structures assembled in the step a) on the pillars constituting the support portion of the greenhouse so as to be adjacent to each other. Construction method.
- step b) the four corners of the frames constituting the respective structures assembled in the step a) are pin-joined to the pillars, respectively, so that the respective structures are placed on the support portion.
- step (b) the corners of the respective frames constituting the structures adjacent to each other among the structures assembled in the step (a) are formed on the plate provided on the top of each pillar.
- the structure (13)-(15), wherein the structure assembled in the step a) is provided with secondary members such as a greenhouse covering material and a supporting material for the covering material.
- secondary members such as a greenhouse covering material and a supporting material for the covering material.
- the structure includes a rectangular frame horizontally disposed, a rectangular main beam vertically disposed on the frame, and supporting the main beam. Since it is constructed with a joint material, it can be constructed as a single structure that is separate and independent from the greenhouse support. it can. Therefore, by using this structure as a roof set for a greenhouse, it is possible to greatly reduce the amount of lifting work and the amount of assembly work at high places. In addition, since the main beam is provided, there is an advantage that it is not necessary to provide a large beam between pillars erected in the frontage direction unlike the conventional frame.
- the frame body since the four corners of the frame body are respectively pin-joined to the pillar material, the frame body is installed on the supporting portion of the greenhouse including the pillar material, so that the frame can be assembled at a high place The amount of standing work can be further greatly reduced.
- the main beam can increase the strength against a vertical load, and the frame body can distribute and transmit the vertical load and the horizontal load to each of the column members joined at the four corners. Therefore, it is possible to construct a greenhouse shaft that can maintain a predetermined strength without rigid connection as in the related art. Further, since the main beam is provided, it is possible to increase the distance between the pillars erected in the depth direction as compared with the related art.
- the present invention described in the above (3) since it is configured to include a secondary member such as a greenhouse covering material and a supporting material for the covering material, the amount of lifting work and the amount of assembling work at high places are increased. Can be further greatly reduced.
- a rectangular frame that is horizontally arranged, a rectangular main beam that is vertically arranged on the frame, and a joint material that supports the main beam are provided. Since it is constructed by installing multiple adjacent structures, it is possible to greatly reduce the amount of lifting work and the amount of assembly work at high places when constructing a roof assembly. It becomes. Further, according to this roof set, there is an advantage that it is not necessary to provide a girder between the columns erected in the frontage direction.
- each of the structural bodies is supported at a support portion of a greenhouse including the column material by four pins of a frame constituting the structure being respectively joined to the column material by pins. Since it can be installed above, it is possible to further reduce the amount of assembly work at high places. Further, according to this roof frame, it is possible to construct a greenhouse frame that can maintain a predetermined strength without rigid connection as in the related art, and a column member that is erected in the depth direction. The distance between them can be made larger than before.
- each frame that constitutes each Since the corners of each frame that constitutes each are collected on a plate provided on the top of each pillar and joined by pins, they are installed on the bearings. Advanced technology is not required, and it is possible to construct a roof frame easily even without a skilled worker.
- the respective structures are integrated via the plate, a structural surface having resistance to horizontal load can be formed on the column member.
- the pillars erected in the greenhouse are joined to the structural surface, horizontal loads can be applied without providing braces (vertical braces) between pillars adjacent in the frontage direction or the depth direction. It is possible to demonstrate resistance to heat.
- the rectangular frame that is horizontally disposed on the pillar material that constitutes the support portion of the greenhouse, and the rectangular main body that is vertically disposed on the frame. Since it is constructed by installing a plurality of structures, each including a beam and a joint material supporting the main beam, adjacent to each other, the amount of lifting work required when constructing a greenhouse framework Also, the amount of assembly work at high places can be significantly reduced. Further, according to this shaft assembly, there is also an advantage that it is not necessary to provide a girder between columns that are erected in the frontage direction.
- each of the structures is installed on the support portion by pin-joining the four corners of a frame constituting the structure to the column material, respectively. Therefore, the amount of assembly work at high places can be further reduced. Further, according to this frame set, it is possible to maintain a predetermined strength without rigid connection as in the related art, and to increase the distance between the pillars erected in the depth direction as compared with the related art. It is possible to do.
- the corners of the respective frame bodies constituting the mutually adjacent ones of the respective structural bodies are gathered on the plate provided on the top of each pillar. Because of the pin connection, it can be installed on the bearing part, so that when constructing the frame, advanced technology is not required, and even a non-skilled worker can easily construct the frame. The ability to build S becomes possible. In addition, since the respective structures are integrated via the plate, a structural surface having a resistance to horizontal load can be formed on the pillar.
- the pillars standing in the greenhouse are joined to the structural surface, even if a brace (vertical brace) is not provided between the pillars adjacent to each other in the frontage direction or the depth direction, the pillar members can be subjected to a horizontal load. It can exhibit heat resistance. Therefore, it is easy to arrange the structural surface having the vertical brace for transmitting the horizontal load on the foundation on the outer peripheral portion (wife surface and side surface) which does not hinder use of the greenhouse.
- the pillars are connected by the frame of each structure, the installation adjustment work to correct the distortion of the bearing using vertical braces and braces that connect the pillars diagonally (horizontal braces). It becomes possible to make it unnecessary.
- the roof supported by the support portion has a rectangular frame arranged horizontally, a rectangular main beam vertically arranged on the frame, and a main beam. Since it is configured with a roof set composed of a plurality of structures that are provided with a joint material that supports the beams, they are installed next to each other. It is possible to greatly reduce the amount of lifting work and the amount of assembly work at high places. Further, according to this greenhouse, there is an advantage that it is not necessary to provide a girder between the pillars erected in the frontage direction. According to the present invention described in the above (11), in each structure constituting the roof assembly, four corners of a frame constituting the structure are respectively pin-joined to pillars constituting the bearing.
- the corners of the frames constituting the structures adjacent to each other among the structures constituting the roof assembly are provided at the tops of the pillars. Since they are collected on a plate that is assembled and pin-joined, they are installed on the bearings, so that when constructing a greenhouse framework, advanced technology is not required, and even non-skilled workers can easily do so. It is possible to construct a framework. In addition, since the respective structures are integrated via the plate, a force S can be formed on the pillar material to form a structural surface having resistance to horizontal load.
- the pillars erected in the greenhouse are joined to the structural surface, so that Even if there is no brace (vertical brace) between pillars adjacent to each other in the mouth direction or the depth direction, it is possible to exhibit resistance to horizontal load. Therefore, it is easy to arrange the structural surface provided with the vertical braces for transmitting the horizontal load to the foundation on the outer peripheral portion (wife surface and side surface) that does not hinder the use of the greenhouse.
- the pillars are connected by the frame of each structure, installation adjustment work to correct the distortion of the bearing using vertical braces and braces that connect the pillars diagonally (horizontal braces) is required. It can be unnecessary.
- the structure itself does not need to be assembled at a high place. It is possible to assemble without applying any cost, and as a result, it is possible to construct the entire framework of the greenhouse in a very short time.
- the four corners of the frame constituting each structure assembled in the step a) are pin-joined to the column members, respectively. Since each of the above-mentioned structures is installed on the above-mentioned support portion, it is possible to further greatly reduce the amount of assembly work at a high place. In addition, according to this method, it is possible to construct a greenhouse shaft assembly that can maintain a predetermined strength without rigid connection as in the related art.
- the corners of the respective frames constituting adjacent ones of the respective structures assembled in the step a) may be replaced by:
- each of the above-mentioned structures is installed on the above-mentioned bearings, so that the construction of a greenhouse framework does not require advanced technology. It is possible to easily construct a framework even without a skilled worker.
- the respective structures are integrated via the plate, a structural surface having resistance to horizontal load can be formed on the pillar.
- pillar materials standing in the greenhouse Is bonded to the structural surface, so that it is possible to exhibit resistance to horizontal load without providing a brace (vertical brace) between adjacent column members in the width direction or the depth direction. . Therefore, it is easy to arrange the structural surface having the vertical brace transmitting the horizontal load on the outer periphery (wife surface and side surface) without hindering the use of the greenhouse.
- the vertical brace and the brace connecting the pillars diagonally (horizontal braces) are used to correct the distortion of the bearings. It becomes possible to make it unnecessary.
- the structure assembled in the step a) includes a secondary member such as a covering material for a greenhouse and a supporting material for the covering material. Since there is no need to assemble the next member at a high place, it is possible to assemble the secondary member on the ground or the like, and as a result, it is possible to construct the entire greenhouse in a very short time.
- FIG. 1 is a perspective view showing a structure according to an embodiment of the present invention.
- FIG. 2 is a perspective view showing a frame.
- FIG. 3 is a perspective view showing a main beam.
- FIG. 4 is a diagram showing a configuration of a structure.
- FIG. 5 is a diagram for explaining a greenhouse framing method using a structure.
- FIG. 6 is a diagram showing a method of installing a structure to a bearing.
- FIG. 7 is a view showing a state where a structure is installed on a bearing.
- FIG. 8 is a view showing a state in which a structure is installed on a pillar erected in a greenhouse.
- FIG. 9 is a view showing a method of joining a structure to a pillar.
- FIG. 10 is a plan view showing a method of joining a structure to a column member.
- FIG. 11 is a plan view showing a method of joining a connecting member to a column member.
- FIG. 12 is a perspective view showing a structure according to another embodiment of the present invention.
- FIG. 1 is a perspective view showing a structure according to one embodiment of the present invention.
- the structure 1 according to the present embodiment is configured to include a frame 11, a main beam 12, and a joint material 13.
- the frame 11 includes a pair of end beams 11a and lib arranged parallel to each other, and a pair of side beams arranged to be orthogonal to each end beam lla and lib.
- Girder beam by llc, lid It is formed in a rectangle.
- the frame 11 also has, on its inside, an intermediate beam l ie, l lf bridged between the side beam beams 11 c, l id, the intermediate beam l ie, l lf, end beams 11 a, l ib and side members. It is configured to have a brace llg disposed in a space surrounded by the girder beams 11c and lid.
- the arrangement of the intermediate beams lie, 1 If and the braces llg can assume various forms, and can be appropriately set from the viewpoint of maintaining strength.
- the main beam 12 includes chord members 12a and 12b arranged vertically in parallel, and end bundle members 12c and 12d provided between both ends of the chord members 12a and 12b. To form a rectangle.
- the main beam 12 is also provided in a space surrounded by the bundle material 12e bridged between the string members 12a and 12b, and the bundle material 12e, the string members 12a and 12b, and the end bundle materials 12c and 12d. And a diagonal member 12f.
- the main beam 12 is vertically disposed on a horizontally arranged frame 11 and is three-dimensionally formed in an inverted T shape together with the frame 11.
- the joint material 13 On both sides of the main beam 12, the joint material 13 has one end connected to the main beam 12 and the other end connected to the frame 11, and supports the main beam 12.
- the structure 1 configured as described above can be constructed as a single structure that is independent and independent of the support of the greenhouse. In other words, the structure 1 cannot be constructed unless the frame 11, the main beam 12, the joint material 13 or the members constituting them are transported onto the pillars erected on the foundation and then assembled. It can be built on the ground, or on a construction site, such as a factory.
- end beams 1 1a, l ib, side girder beams 11c, l id, intermediate beams l ie, l lf constituting the frame 11, chord members 12a, 12b constituting the main beam 12, end bundle materials 12c, 12d, bundle material 12e, diagonal material 12f and joint material 13 can be made of steel material (for example, channel steel with lip) of the same shape and the same dimensions in cross section. Can be easily realized.
- the steel materials constituting the frame 11, the main beam 12, and the joint member 13 can all be connected by screws, so that when assembling the structure 1, the steel materials need not be welded to each other. Is also good. Further, the greatest advantage is that since there is no reduction in assembly accuracy due to welding distortion, it is possible to realize good accuracy of the structure 1, the roof set of a greenhouse and the frame set of the greenhouse using the structure 1. . Next, a description will be given of a greenhouse framing method using the structure 1 according to the present embodiment.
- the structure 1 is assembled as follows. That is, in a member (steel material) factory or the like that forms the frame 11, the main beam 12, and the joint material 13, the steel is cut into a predetermined length in advance, and a hole used for screwing is formed in a connecting portion of each steel material. After that, it is transported to the construction site. At the construction site, the frame 11 and the main beam 12 are first assembled with screws using these steel materials. Next, the main beam 12 is arranged on the frame 11, and the joint members 13 are arranged on both sides of the main beam 12, and these are connected by screws to assemble the structure 1.
- the structure 1 can be assembled simply by connecting the steel materials with bolts or the like.
- the transfer conditions it is possible to assemble the frame 11 and the main beam 12 in a factory or the like in advance, and then transfer the frame 11 and the main beam 12 to the building site.
- the assembly work of the structure 1 can be performed on the ground as shown in FIG.
- the structure 1 since the structure 1 has a structure that can be constructed independently without the need for the pillars 21 that constitute the support portion 2 of the greenhouse, it is not necessary to assemble at a high place. Can be assembled. Therefore, assembling can be performed much more efficiently than assembling at a high place.
- the assembled structure 1 is carried on a pillar 21 erected on the foundation 3 by using a crane 4 or the like, and as shown in FIG. It is installed on the support part 2 by being pin-joined to the material 21 using bolts 5 and the like (see FIGS. 7 and 9). In this way, the structure 1 assembled on the ground is not lifted rather than the members constituting the structure 1, so that the number of times of lifting is sufficient once, and a plurality of structures 1 are lifted. Even in the case of lifting, the number of times of lifting can be greatly reduced as compared with lifting each member.
- the structure 1 is installed such that the chord members 12a located on the tops of the main beams 12 are arranged in parallel to the frontage direction of the greenhouse (see FIG. 5). Therefore, in a greenhouse using the structure 1, the ridge is orthogonal to the depth direction of the greenhouse.
- the bearing portion 2 refers to a portion that supports the roof of the greenhouse, and includes a brace 22 and the like provided between the column members 21 and the column members 21.
- the structure of the bearing part 2 shown in FIG. 1 shows an example of the structure of the bearing portion 2 to be installed first, and a stud 23 is provided between the column members 21 erected at positions corresponding to the four corners of the frame 11 constituting the structure 1. It is provided.
- the studs 23 are provided for disposing the braces 22 between the pillars 21 that do not directly support the structure 1. Also, as shown in FIG.
- the pillars 23 and the braces 22 provided on the support portion 2 can be arranged only between the pillar members 21 existing on the outer peripheral portion (wife surface and side surface) of the greenhouse, as shown in FIG. It is not necessary to dispose between the column members 21 existing inside the greenhouse. This is because the pillars 21 erected inside the greenhouse are connected by the structure 1 as described later, so that the brace 22 need not be provided.
- the column member 21, the stud 23 and the connecting member 25 to be described later, which constitute the bearing 2 can also be made of a steel material having the same shape and the same dimensions in cross section (for example, a channel steel with a lip). Further, as the column member 21 and the like, it is also possible to use the same steel material as the frame 11, the main beam 12, and the joint member 13 of the above-described structure 1, and therefore, the members constituting the greenhouse shaft It is possible to easily realize the modularization of.
- a plurality of structures 1 are prepared, and these are installed adjacent to each other on a pillar 21 erected on the foundation 3. As a result, a roof frame is constructed on the bearing 2.
- each structural body 1 has a corner force of each frame body 11 that constitutes each other adjacent to each other. It is preferably mounted on the support 2 by being collected and pinned on a plate 24 provided. Thereby, the respective structural bodies 1 are integrated via the plate 24, so that a structural surface having a resistance to horizontal load can be formed on the column member 21. Further, since the pillars 21 erected in the greenhouse are joined to the structural surface, the brace 22 (vertical brace) is not provided between the pillars 21 adjacent in the frontage direction or the depth direction. It can exhibit resistance to horizontal load. Therefore, it is easy to arrange the structural surface having the vertical braces 22 for transmitting the horizontal load to the foundation 3 on the outer peripheral portion (wife surface and side surface) that does not hinder use of the greenhouse.
- the number of pillars 21 can be minimized. It becomes possible.
- the pillars 21 erected inside the greenhouse are connected to each other by the structure 1, it is possible to maintain the strength without providing the brace 22 between the pillars 21, As a result, it is also possible to reduce the number of members (the column members 21, the braces 22, etc.) in the support portion 2.
- each structure 1 on the support portion 2 is a work at a high place, but the corners of the frame 11 and the plate 24 may be fixed with one bolt or the like.
- the number of joints between the roof frame and the bearing 2 is very small. Therefore, it is possible to perform the installation work at a high place easily and quickly.
- a hole formed in the frame 11 constituting the structure 1 and a plate 24 provided on the top of the column member 21 are formed. It is possible to construct a roof assembly on the bearing part 2 simply by aligning the holes to be communicated with each other and inserting and fixing the bolts 5 in both holes, so that advanced skills are required for workers. No danger can be reduced even when working at heights.
- reference numeral 25 denotes a connecting member.
- the connecting member 25 When connecting the support portion 2, the connecting member 25 is spanned between the column members 21 and functions to support the column member 21 so as not to fall. It is what you do.
- the end of the connecting member 25 is also fixed to a plate 24 provided on the top of the column member 21.
- a greenhouse covering material for example, a plastic film, glass
- a secondary member such as a resin-made plate member or a support member (for example, an arch pipe or a frame member) that supports the coating material.
- Typical examples of such a secondary member include a covering material, a supporting material for the covering material, a skylight, a gutter, and the like.
- the work itself which is extremely efficient, is easier than assembling it at a high place.
- FIG. 12 shows an example of a structure 1 provided with a supporting member 14 (an arch pipe supporting a plastic film used as a covering material) as a secondary member.
- the amount of lifting work and the amount of assembly work at high places are significantly reduced as compared with the conventional greenhouse framework. It is possible to reduce.
- the vertical load acting on the roof of the greenhouse is limited by the covering material of the roof, the frame 11 supporting the supporting material via the supporting material of the covering material, and the main beam. It is transmitted to 12.
- the vertical load acting on the frame 11 is transmitted to the main beam 12 via the joint member 13 and consequently collected by the joint members 13 at both ends of the main beam 12 to remove the end beams 11a and l ib of the frame 11.
- the horizontal force acting on the roof surface due to wind, earthquake, etc. is transmitted from the main beam 12 to the frame 11 or directly to the frame 11, while the horizontal force acting on the wall is transmitted to the frame 11 at the outer periphery of the greenhouse.
- the power is transmitted to a plurality of adjacent frame bodies 11 and transmitted to the foundation 3 via a brace 22 provided between the outer peripheral portion of the greenhouse or the column member 21 in the depth direction. Therefore, according to the framework of the greenhouse, sufficient strength against external forces such as seismic force and wind pressure can be obtained without rigid connection.
- the main beam 12 constituting the structure 1 is composed of a girder provided between columns in the frontage direction as a frame set of the conventional greenhouse, and an external force acting on the greenhouse. Since the same strength can be maintained, it is not necessary to provide a girder in the support part 2, so it is possible to reduce the time, effort and labor required to install a girder, and the cost can be reduced. .
- the rectangular main beam 12 vertically disposed on the frame body 11 can increase the beam width and increase the ability to bear a vertical load.
- the main beam 12 that is disposed orthogonally to the depth direction of the greenhouse is vertically mounted on the frame 11 whose four corners are supported by the column members 21. Since they are arranged, the interval between the pillars 21 erected in the depth direction can be made larger than that of a conventional greenhouse framework.
- the structure 1 of the present invention can be assembled on the ground or the like, and can be pin-joined to the support 2. Therefore, by using this structure to assemble the roof set of the greenhouse, the frame set of the entire greenhouse, and the greenhouse, it is possible to maintain sufficient strength against the external force acting on the greenhouse, as well as the amount of lifting work and assembly work. The amount can be significantly reduced compared to the past, and it is suitable for large greenhouses with large-scale cultivation areas.
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Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020067011951A KR101099992B1 (ko) | 2003-12-18 | 2004-12-15 | 온실의 지붕조로서 이용되는 구조체, 온실의 지붕조,온실의 축조, 온실 및 온실의 축조공법 |
AT04807063T ATE544339T1 (de) | 2003-12-18 | 2004-12-15 | Als dachanordnung eines gewächshauses verwendete struktur, dachanordnung für gewächshaus, gewächshaus und rahmenkonstruktionsverfahren für gewächshaus |
CN2004800377712A CN1893815B (zh) | 2003-12-18 | 2004-12-15 | 温室的屋顶骨架、温室的构架、温室及温室的构架施工方法 |
EP04807063A EP1702507B1 (en) | 2003-12-18 | 2004-12-15 | Structure used as roof assembly of greenhouse, roof assembly of greenhouse, greenhouse, and framework construction method for greenhouse |
JP2005516316A JP4819503B2 (ja) | 2003-12-18 | 2004-12-15 | 温室の屋根組として用いられる構造体、温室の屋根組、温室の軸組、温室及び温室の軸組工法 |
US10/595,972 US8091291B2 (en) | 2003-12-18 | 2004-12-15 | Structure used as greenhouse roof frame, greenhouse roof frame, greenhouse framework, greenhouse, and greenhouse framework building method |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2003421533 | 2003-12-18 | ||
JP2003-421533 | 2003-12-18 |
Publications (1)
Publication Number | Publication Date |
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WO2005058015A1 true WO2005058015A1 (ja) | 2005-06-30 |
Family
ID=34697284
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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PCT/JP2004/018704 WO2005058015A1 (ja) | 2003-12-18 | 2004-12-15 | 温室の屋根組として用いられる構造体、温室の屋根組、温室の軸組、温室及び温室の軸組工法 |
Country Status (7)
Country | Link |
---|---|
US (1) | US8091291B2 (ja) |
EP (1) | EP1702507B1 (ja) |
JP (1) | JP4819503B2 (ja) |
KR (1) | KR101099992B1 (ja) |
CN (1) | CN1893815B (ja) |
AT (1) | ATE544339T1 (ja) |
WO (1) | WO2005058015A1 (ja) |
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- 2004-12-15 CN CN2004800377712A patent/CN1893815B/zh not_active Expired - Fee Related
- 2004-12-15 US US10/595,972 patent/US8091291B2/en not_active Expired - Fee Related
- 2004-12-15 AT AT04807063T patent/ATE544339T1/de active
- 2004-12-15 KR KR1020067011951A patent/KR101099992B1/ko active IP Right Grant
- 2004-12-15 EP EP04807063A patent/EP1702507B1/en not_active Not-in-force
- 2004-12-15 WO PCT/JP2004/018704 patent/WO2005058015A1/ja active Application Filing
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KR101254838B1 (ko) | 2005-08-31 | 2013-04-15 | 타께히사 오오데 | 온실 및 온실의 축조공법 |
Also Published As
Publication number | Publication date |
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EP1702507A4 (en) | 2009-07-15 |
US8091291B2 (en) | 2012-01-10 |
ATE544339T1 (de) | 2012-02-15 |
CN1893815B (zh) | 2012-07-11 |
JP4819503B2 (ja) | 2011-11-24 |
KR101099992B1 (ko) | 2011-12-28 |
CN1893815A (zh) | 2007-01-10 |
JPWO2005058015A1 (ja) | 2007-07-12 |
EP1702507A1 (en) | 2006-09-20 |
US20090071091A1 (en) | 2009-03-19 |
KR20060121204A (ko) | 2006-11-28 |
EP1702507B1 (en) | 2012-02-08 |
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