WO2007026561A1 - Greenhouse and framework construction method for greenhouse - Google Patents

Greenhouse and framework construction method for greenhouse Download PDF

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Publication number
WO2007026561A1
WO2007026561A1 PCT/JP2006/316311 JP2006316311W WO2007026561A1 WO 2007026561 A1 WO2007026561 A1 WO 2007026561A1 JP 2006316311 W JP2006316311 W JP 2006316311W WO 2007026561 A1 WO2007026561 A1 WO 2007026561A1
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WO
WIPO (PCT)
Prior art keywords
main beam
greenhouse
frame
intersection
supporting
Prior art date
Application number
PCT/JP2006/316311
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French (fr)
Japanese (ja)
Inventor
Takehisa Ode
Original Assignee
Takehisa Ode
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Takehisa Ode filed Critical Takehisa Ode
Priority to CN2006800318747A priority Critical patent/CN101252830B/en
Priority to JP2007533182A priority patent/JP4857273B2/en
Priority to KR1020087005038A priority patent/KR101254838B1/en
Publication of WO2007026561A1 publication Critical patent/WO2007026561A1/en

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Classifications

    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/14Greenhouses
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/25Greenhouse technology, e.g. cooling systems therefor

Definitions

  • the present invention relates to a greenhouse and a frame construction method for the greenhouse.
  • a structure including a rectangular frame arranged horizontally, a rectangular main beam arranged vertically on the frame, and a palm member supporting the main beam.
  • a greenhouse shaft assembly method that includes a step of assembling a structure and a step of installing a plurality of assembled structures adjacent to each other on a pillar material constituting a greenhouse support (International Publication No. 1). 2005Z058015 pamphlet).
  • the powerful method can greatly reduce the amount of lifting work and the amount of assembly work at high places.
  • the interval P1 in either the frontage direction or the depth direction is set to about one half of the other interval P2.
  • the interval between either the frontage direction or the depth direction of the pillars disposed in the room is the same. Is usually set to about one-half of the other interval (see, for example, JP-A-2002-291348).
  • the ratio of the gap in the frontage and the distance in the depth direction of the pillars arranged indoors is about 2: 1 or so that the vertical and horizontal loads applied to the roof can be withstood. It was set to about 1: 2.
  • the wrinkles should be formed along the direction where the sunlight conditions are good. Therefore, when designing the greenhouse, there was a restriction that the direction of the ridge and the arrangement of the pillars had to be set according to the direction in which the ridges were formed.
  • Patent Document 1 International Publication No. 2005Z058015 Pamphlet
  • Patent Document 2 Japanese Patent Laid-Open No. 2002-291348
  • the present invention has been made in view of the above circumstances, and a beam material that can freely set the direction of the cocoon according to the cultivated plant without reducing the cultivation area and that supports the roof assembly. It is an object of the present invention to provide a greenhouse and a greenhouse frame construction method that can reduce the amount of lifting work compared to the case where the structure is lifted.
  • the present invention provides the following greenhouse and greenhouse frame construction method:
  • Each comprises a horizontally disposed rectangular frame, a rectangular main beam vertically disposed on the frame, and a palm member that supports the main beam 2
  • the frame structure of the base structure is connected to each other, and the ratio of the lengths of the two orthogonal sides is set to be about 1: 1. Pillars placed indoors by supporting the four corners of the joined body with the connecting material erected between the intersection and the intersection of the main beam of the other structure and the joint material.
  • a greenhouse characterized by the fact that the interval in the frontage direction of the material is substantially the same as the interval in the depth direction.
  • Erection of connecting material, d. A greenhouse shaft assembling method, comprising the steps of: supporting the four corners of the joined body in which the connecting material is erected in the step c by the pillar material.
  • the cultivation without reducing the cultivation area The direction of the cocoon can be set freely according to the plant.
  • the frames of two structures are connected to each other, and the intersection of the main beam of one structure and the joint material and the intersection of the main beam and the joint material of another structure Since a connecting body having a connecting member laid between the two is employed and the four corners of the connecting body are supported by the column member, it is possible to eliminate the need for a beam member for supporting the roof assembly.
  • the combined body can be constructed on the ground, it is possible to reduce the amount of lifting work compared to the case of lifting the structure.
  • the direction of the ridge can be freely set according to the cultivated plant without reducing the cultivation area, and the beam material supporting the roof assembly is not required. It becomes possible to build a greenhouse that can. In addition, it is possible to provide a greenhouse that can reduce the amount of lifting work when constructing a roof assembly.
  • FIG. 1 is a perspective view showing a structure employed in 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 structure of a structure.
  • FIG. 5 (a) is a plan view showing a combined body, and (b) is a front view showing the combined body.
  • FIG. 6 (a) is a schematic plan view of the joined body, (b) is a schematic front view showing a state in which the joined body is installed on the pillar material, and (c) is a joined body on the pillar material. (D) is a schematic left side view showing a state where the joined body is installed on the column material, and (e) is a schematic diagram showing the state where the joined body is installed on the column material.
  • FIG. 7 is a view showing a state in which a joined body having a secondary member is installed on a column member.
  • FIG. 8 is a plan view showing the arrangement of column members.
  • FIG. 9 is a view showing a method of joining a joined body to a column material.
  • FIG. 10 is a plan view showing a method for joining a joined body to a column member.
  • FIG. 11 is a plan view showing an example of arrangement of ridges.
  • FIG. 12 is a plan view showing the arrangement of pillar materials in a conventional greenhouse.
  • FIG. 13 is a plan view showing the arrangement of straws in a conventional greenhouse.
  • FIG. 1 is a perspective view showing a structure employed in an embodiment of the present invention.
  • the structure 1 includes a frame body 11, a main beam 12, and a joint material 13.
  • the frame body 11 includes a pair of end beams 11a and l ib arranged in parallel to each other and a pair arranged so as to be orthogonal to the end beams 11a and l ib. It is formed in a rectangular shape by the side beam 11c and l id.
  • the frame body 11 also includes an intermediate beam l ie, l lf spanned between the side beams 11c and l id, and the intermediate beam l ie, l lf, end beams 11a, l ib and the side. It has a brace llg arranged in a space surrounded by the beam 11c, lid.
  • the arrangement of the intermediate beams l ie, 1 If and braces l lg can assume various forms, and can be appropriately set from the viewpoint of maintaining strength.
  • the main beam 12 includes chord members 12a, 12b arranged in parallel vertically, and end bundle members 12c, 12d provided between both ends of the chord members 12a, 12b. To form a rectangle.
  • the main beam 12 is also disposed in a space surrounded by the bundle member 12e spanned between the respective chord members 12a and 12b, and the bundle member 12e, the chord members 12a and 12b, and the end bundle members 12c and 12d.
  • a diagonal member 12f As shown in FIGS. 1 and 4, the main beam 12 is vertically arranged on the horizontally disposed frame body 11 and is three-dimensionalized together with the frame body 11 in an inverted T shape.
  • the joint material 13 supports the main beam 12 by connecting one end to the main beam 12 and the other end to the frame 11 on both sides of the main beam 12. To do.
  • the structure 1 configured as described above can be constructed as a single structure that is independent from the support portion of the greenhouse (the portion that supports the roof). In other words, the structure 1 cannot be built unless it is assembled after carrying the frame 11, the main beam 12 and the joint material 13 or the members constituting them onto the pillars erected on the foundation. It can be built on the ground or on the construction site like a factory!
  • the end beams 11a, l ib, the side beams 11c, l ld, the intermediate beams l ie, l lf, the chord members 12a, 12b, and the end bundle members 12c that constitute the main beam 12 are formed.
  • 12d, bundle material 12e, diagonal material 12f, and joint material 13 can be made of steel materials having the same shape and the same dimensions in cross section (for example, lip-shaped channel steel). Drought can be realized easily.
  • the steel materials constituting the frame 11, the main beam 12, and the jointing member 13 can all be connected by screws. Therefore, when assembling the structure 1, there is no need to weld the steel materials together. There is an advantage of being good. In addition, the greatest advantage is that there is no decrease in assembly accuracy due to welding distortion, so that it is possible to achieve good assembly accuracy of the structure 1, the greenhouse roof assembly using the structure 1, and the greenhouse frame assembly. It becomes possible.
  • the roof assembly of the greenhouse according to the present embodiment has a structure in which two structures 1 (1A) and 1 (1B) are joined to each other on a column material constituting a support portion of the greenhouse. It is configured by installing them.
  • the joined body is formed by joining the two frames 1 1 and 11 of the two structures 1 (1A) and 1 (1B) to each other.
  • the length ratio of B is set to be about 1: 1.
  • the joined body consists of the intersection of the main beam 12 of one structure 1 (1A) and the joint material 13 and the main beam 12 of the other structure 1 (1B).
  • a connecting member 15 which is constructed between the intersection and the jointing member 13.
  • the structure 1 is assembled as follows. That is, the members (steel materials) constituting the frame 11, the main beam 12, and the joint material 13 are cut into a predetermined length in a factory or the like, and the holes used for screwing the connecting portions of the respective steel materials After being processed, it is transported to the construction site. At the construction site, these steel materials are used to assemble the frame 11 and the main beam 12 with screws. Next, the main beam 12 is arranged on the frame 11, and the palm members 13 are arranged on both sides of the main beam 12, and these are connected by screws to assemble the structure 1. Therefore, it is not necessary to weld the steel materials or adjust the length of the steel materials at the construction site, and the structure 1 can be assembled simply by connecting the steel materials using screws or the like. it can. If the transport conditions are set, the frame 11 and the main beam 12 can be assembled in a factory in advance and then transported to the construction site.
  • the assembly work of the structure 1 can be performed on the ground. That is, as described above, the structure 1 has a structure that can be constructed independently without requiring the pillar material that constitutes the support portion of the greenhouse. Can be assembled in Therefore, it can be assembled much more efficiently than the assembly at a high place.
  • a plurality of structures 1 are prepared. As shown in FIG. 6 (a), each structure 1 is set so that the ratio of the lengths of two orthogonal sides a and b is about 1: 2.
  • the combined body is assembled by combining the two structures 1 (1A) and 1 (1B) assembled as described above. That is, the combined body first combines the frame 11 of one structure 1 (1 A) and the frame 11 of another structure 1 (1B), and has the length of two orthogonal sides A and B. The ratio is set to be about 1: 1 (see Fig. 5 (a) and (b)). Next, the intersection of the main beam 12 of one structure 1 (1A) and the joint material 13 and the intersection of the main beam 12 and joint material 13 of the other structure 1 (1B) A connecting member 15 is installed between them (see Fig. 5 (b)).
  • a greenhouse covering material for example, a plate material made of plastic film, glass or resin, etc.
  • a supporting material for supporting the covering material for example, an arch pipe or a frame material
  • a secondary member such as.
  • Typical examples of such a secondary member include a covering material, a support material for the covering material, a skylight, and a fence.
  • the powerful secondary member can be assembled on the ground, it is very efficient compared to the case of assembling at a high place, and the work itself becomes easy.
  • Figure 7 shows an example of a combined body with a support material 14 (an arch pipe that supports a plastic film used as a covering material) as a secondary member! RU
  • the combined body is installed by supporting the four corners C1 to C4 on the pillars 2 (2a to 2d), respectively (see FIGS. 6 (b) to (e)). Since the ratio of the lengths of the two orthogonal sides is set to about 1: 1, the coupled body is supported by the pillar material 2 at the four corners, as shown in FIG.
  • the distance P2 in the frontage direction and the distance P1 in the depth direction can be made substantially the same, for example, the distance P2 in the frontage direction is 9 m, and the distance P1 in the depth direction is the same. It is also feasible to set the length to 9m.
  • the interval P2 in the frontage direction and the interval P1 in the depth direction substantially the same, the number of the column members 2 arranged in the room can be reduced. Therefore, it is possible to reduce the amount of pillar material 2 blocking sunlight.
  • a plurality of combined bodies are installed adjacent to each other on the pillar material 2 constituting the support portion of the greenhouse.
  • each joined body has a corner force of each frame 11 that constitutes each adjacent one, on a plate 5 provided on the top of each column member 2.
  • the combined bodies are integrated with each other via the plate 5, so that the horizontal load can be transmitted to the pillars erected on the outer periphery of the greenhouse.
  • a vertical brace is appropriately provided between the pillars on the outer periphery, and thereby horizontal load is transmitted to the foundation.
  • the corners of a plurality of coupled bodies are gathered and pin-joined on one pillar member 2 via the plate 5, the number of pillar members 2 can be minimized.
  • the interval P2 in the frontage direction and the interval P1 in the depth direction of the pillars 2 arranged in the room are substantially the same.
  • the direction of ⁇ 8 can be set freely according to the cultivated plant without reducing the cultivation area.
  • the direction of ridge 8 can be set freely in this way, there are no restrictions on the layout of pillars 2 and the like in the building direction, and it is possible to design a greenhouse freely.
  • “bamboo” generally means a place where soil is raised in a straight line for growing crops in a field, but in a greenhouse, it is elongated to grow crops in the room. It means a place where soil is raised in a straight line.
  • the greenhouse according to the present embodiment it is not possible to obtain the same effect as in the case of the cocoon, even when the cultivation apparatus or the like is linearly arranged in the room instead of the cocoon! ⁇ .
  • the roof assembly two structures 1 (1A) and 1 (IB) each having excellent strength against vertical load and horizontal load are individually provided. Frames 11 and 11 are joined together, and the intersection of the main beam 12 of one structure 1 (1A) and the joint 13 and the main beam 12 and joint 13 of the other structure 1 (1B) Because the structure with the connecting member 15 installed between the crossing points of the two parts is adopted and the four corners of the combined body are supported by the column member 2, the beam member that supports the roof assembly may be unnecessary. It becomes possible.
  • the present invention is suitable for a large greenhouse having a large-scale cultivation area.

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  • Life Sciences & Earth Sciences (AREA)
  • Environmental Sciences (AREA)
  • Greenhouses (AREA)

Abstract

A greenhouse comprising two structures (1, 1) joined to each other. Each of the structures comprises a rectangular frame body (11) disposed horizontally, a rectangular main beam (12) vertically disposed on the frame body (11), and a principal rafter member (13) supporting the main beam (12). The greenhouse is characterized in that an interval between column members (2) disposed indoors in the lateral direction and an interval in the depth direction are set approximately equal to each other by supporting four corners of a joined body on the column members (2). The joined body is formed by joining the frame bodies (11) to each other, set so that the ratio of the lengths of its two sides crossing perpendicularly to each other is approximately 1:1, and comprises a connection member (15) installed across the intersected portion of the main beam (12) with the principal rafter member (13) of one structure (1) and the intersected portion of the main beam (12) with the principal rafter member (13) of the other structure (1).

Description

明 細 書  Specification
温室及び温室の軸組工法  Greenhouse and greenhouse frame construction method
技術分野  Technical field
[0001] 本発明は、温室及び温室の軸組工法に関するものである。  [0001] The present invention relates to a greenhouse and a frame construction method for the greenhouse.
背景技術  Background art
[0002] 従来、水平に配置される矩形の枠体と、該枠体上に鉛直に配置される矩形の主梁 と、該主梁を支持する合掌材とを具備して構成される構造体を組み立てる工程と、組 み立てられた構造体を、温室の支承部を構成する柱材上に複数隣接させて設置す る工程とを含む温室の軸組工法が知られている(国際公開第 2005Z058015号パ ンフレット参照)。  [0002] Conventionally, a structure including a rectangular frame arranged horizontally, a rectangular main beam arranged vertically on the frame, and a palm member supporting the main beam. There is known a greenhouse shaft assembly method that includes a step of assembling a structure and a step of installing a plurality of assembled structures adjacent to each other on a pillar material constituting a greenhouse support (International Publication No. 1). 2005Z058015 pamphlet).
力かる工法によれば、揚重作業量及び高所での組立作業量を大幅に削減すること が可能となる。  The powerful method can greatly reduce the amount of lifting work and the amount of assembly work at high places.
[0003] し力しながら、上記工法を単に適用しただけでは、各構造体の四隅を支持する柱 材が必要となるため、図 12に示したように、室内に配設される柱材 2の、間口方向又 は奥行方向のうちのいずれか一方の間隔 P1が他方の間隔 P2の約 2分の 1に設定さ れるのが通常である。一方、上記構造体を使用しない、従来の一般的な軸組工法に おいても、同様に、室内に配設される柱材の、間口方向又は奥行方向のうちのいず れか一方の間隔が他方の間隔の約 2分の 1に設定されるのが通常である(例えば、 特開 2002— 291348号公報参照)。  [0003] However, simply applying the above construction method requires pillar members that support the four corners of each structure. Therefore, as shown in FIG. Usually, the interval P1 in either the frontage direction or the depth direction is set to about one half of the other interval P2. On the other hand, even in the conventional general frame assembly method that does not use the above structure, similarly, the interval between either the frontage direction or the depth direction of the pillars disposed in the room is the same. Is usually set to about one-half of the other interval (see, for example, JP-A-2002-291348).
つまり、従来の温室では、屋根に加えられる鉛直荷重及び水平荷重に耐えることが できるよう、室内に配設される柱材の、間口方向の間隔と奥行方向の間隔の比が約 2 : 1又は約 1: 2に設定されていた。  In other words, in a conventional greenhouse, the ratio of the gap in the frontage and the distance in the depth direction of the pillars arranged indoors is about 2: 1 or so that the vertical and horizontal loads applied to the roof can be withstood. It was set to about 1: 2.
[0004] し力しながら、上記のように柱材の間隔が設定されることにより、畝を形成する方向 に制約が生じるという問題がある。すなわち、従来の温室では、限られた栽培面積を 有効利用するため、図 13に示したように、畝 8を、室内において柱材 2の間隔が狭い 方向(例えば、図 13において奥行方向)に沿って形成せざるを得なかった。  [0004] However, there is a problem in that the direction in which the ridges are formed is restricted by setting the intervals between the column members as described above. That is, in the conventional greenhouse, in order to effectively use the limited cultivation area, as shown in FIG. 13, the cocoons 8 are arranged in the direction in which the interval between the pillars 2 is narrow in the room (for example, the depth direction in FIG. 13). It was forced to form along.
もっとも、畝は、本来的に日照条件が良好な方向に沿って形成されることが望まし いので、温室の設計をする場合には、畝が形成される方向に合わせて、棟の方向や 柱材の配置を設定しなければならな 、と 、う制約があった。 However, it is desirable that the wrinkles should be formed along the direction where the sunlight conditions are good. Therefore, when designing the greenhouse, there was a restriction that the direction of the ridge and the arrangement of the pillars had to be set according to the direction in which the ridges were formed.
[0005] 特許文献 1:国際公開第 2005Z058015号パンフレット  [0005] Patent Document 1: International Publication No. 2005Z058015 Pamphlet
特許文献 2:特開 2002— 291348号公報  Patent Document 2: Japanese Patent Laid-Open No. 2002-291348
発明の開示  Disclosure of the invention
発明が解決しょうとする課題  Problems to be solved by the invention
[0006] 本発明は、上記事情に鑑みなされたものであって、栽培面積を減少させることなぐ 栽培植物に合わせて畝の方向を自由に設定することができ、かつ屋根組を支える梁 材を不要とし、さらに、構造体を揚重する場合と比較して、揚重作業量を削減すること ができる温室及び温室の軸組工法を提供することを課題とするものである。 [0006] The present invention has been made in view of the above circumstances, and a beam material that can freely set the direction of the cocoon according to the cultivated plant without reducing the cultivation area and that supports the roof assembly. It is an object of the present invention to provide a greenhouse and a greenhouse frame construction method that can reduce the amount of lifting work compared to the case where the structure is lifted.
課題を解決するための手段  Means for solving the problem
[0007] 本発明は上記課題を解決するため、以下の温室及び温室の軸組工法を提供する [0007] In order to solve the above problems, the present invention provides the following greenhouse and greenhouse frame construction method:
(1)それぞれ、水平に配置される矩形の枠体と、該枠体上に鉛直に配置される矩 形の主梁と、該主梁を支持する合掌材とを具備して構成される 2基の構造体の枠体 同士が結合され、直交する二辺の長さの比が約 1: 1となるよう設定された結合体であ つて、一の構造体の主梁と合掌材との交点部分と他の構造体の主梁と合掌材との交 点部分との間に架設される連結材を有する結合体の四隅を柱材に支持させることに より、室内に配設される柱材の間口方向の間隔と奥行方向の間隔とを略同一としたこ とを特徴とする温室。 (1) Each comprises a horizontally disposed rectangular frame, a rectangular main beam vertically disposed on the frame, and a palm member that supports the main beam 2 The frame structure of the base structure is connected to each other, and the ratio of the lengths of the two orthogonal sides is set to be about 1: 1. Pillars placed indoors by supporting the four corners of the joined body with the connecting material erected between the intersection and the intersection of the main beam of the other structure and the joint material. A greenhouse characterized by the fact that the interval in the frontage direction of the material is substantially the same as the interval in the depth direction.
(2) a.水平に配置される矩形の枠体と、該枠体上に鉛直に配置される矩形の主梁 と、該主梁を支持する合掌材とを具備して構成され、直交する二辺の長さの比が約 1 : 2となるよう設定された構造体を組み立てる工程と、  (2) a. A rectangular frame that is horizontally disposed, a rectangular main beam that is vertically disposed on the frame, and a palm member that supports the main beam, and is orthogonal to each other. Assembling the structure set so that the ratio of the lengths of the two sides is about 1: 2,
b.工程 aにより組み立てられた一の構造体の枠体と他の構造体の枠体とを結合し、 直交する二辺の長さの比が約 1: 1となるよう設定された結合体を組み立てる工程と、 c工程 bにより組み立てられた結合体を構成する一の構造体の主梁と合掌材との 交点部分と他の構造体の主梁と合掌材との交点部分との間に連結材を架設するェ 程と、 d.工程 cにより連結材が架設された結合体の四隅を柱材に支持させる工程と を含むことを特徴とする温室の軸組工法。 b. A combined body in which the frame of one structure assembled in step a and the frame of another structure are combined, and the ratio of the lengths of two orthogonal sides is set to about 1: 1. Between the intersection of the main beam and the joint material of one structure and the intersection of the main beam and the joint material of the other structure constituting the combined structure assembled in step c. Erection of connecting material, d. A greenhouse shaft assembling method, comprising the steps of: supporting the four corners of the joined body in which the connecting material is erected in the step c by the pillar material.
発明の効果  The invention's effect
[0008] 前記(1)に記載の本発明によれば、室内に配設される柱材の間口方向の間隔と奥 行方向の間隔とを略同一としたため、栽培面積を減少させることなぐ栽培植物に合 わせて畝の方向を自由に設定することが可能となる。また、屋根組として、 2基の構造 体の枠体同士が結合され、かつ一の構造体の主梁と合掌材との交点部分と他の構 造体の主梁と合掌材との交点部分との間に架設される連結材を有する結合体を採用 し、該結合体の四隅を柱材に支持させる構成としたため、屋根組を支える梁材を不 要とすることが可能となる。また、結合体は、地上において構築できるため、構造体を 揚重する場合と比較して、揚重作業量を削減することが可能となる。  [0008] According to the present invention described in the above (1), since the interval in the frontage direction and the interval in the depth direction of the columnar material disposed in the room are substantially the same, the cultivation without reducing the cultivation area The direction of the cocoon can be set freely according to the plant. In addition, as a roof assembly, the frames of two structures are connected to each other, and the intersection of the main beam of one structure and the joint material and the intersection of the main beam and the joint material of another structure Since a connecting body having a connecting member laid between the two is employed and the four corners of the connecting body are supported by the column member, it is possible to eliminate the need for a beam member for supporting the roof assembly. In addition, since the combined body can be constructed on the ground, it is possible to reduce the amount of lifting work compared to the case of lifting the structure.
前記 (2)に記載の本発明によれば、栽培面積を減少させることなぐ栽培植物に合 わせて畝の方向を自由に設定することができ、かつ屋根組を支える梁材を不要とす ることができる温室を構築することが可能となる。また、屋根組の構築にあたって、揚 重作業量を削減することが可能な温室を提供することが可能となる。  According to the present invention described in the above (2), the direction of the ridge can be freely set according to the cultivated plant without reducing the cultivation area, and the beam material supporting the roof assembly is not required. It becomes possible to build a greenhouse that can. In addition, it is possible to provide a greenhouse that can reduce the amount of lifting work when constructing a roof assembly.
図面の簡単な説明  Brief Description of Drawings
[0009] [図 1]本発明の一実施例において採用した構造体を示す斜視図である。  FIG. 1 is a perspective view showing a structure employed in an embodiment of the present invention.
[図 2]枠体を示す斜視図である。  FIG. 2 is a perspective view showing a frame.
[図 3]主梁を示す斜視図である。  FIG. 3 is a perspective view showing a main beam.
[図 4]構造体の構成を示す図である。  FIG. 4 is a diagram showing a structure of a structure.
[図 5] (a)は結合体を示す平面図であり、 (b)は結合体を示す正面図である。  FIG. 5 (a) is a plan view showing a combined body, and (b) is a front view showing the combined body.
[図 6] (a)は結合体の平面概略図であり、 (b)は結合体が柱材上に設置された状態を 示す正面概略図であり、 (c)は結合体が柱材上に設置された状態を示す背面概略 図であり、(d)は結合体が柱材上に設置された状態を示す左側面概略図であり、 (e) は結合体が柱材上に設置された状態を示す右側面概略図である。  [Fig. 6] (a) is a schematic plan view of the joined body, (b) is a schematic front view showing a state in which the joined body is installed on the pillar material, and (c) is a joined body on the pillar material. (D) is a schematic left side view showing a state where the joined body is installed on the column material, and (e) is a schematic diagram showing the state where the joined body is installed on the column material. FIG.
[図 7]二次部材を具備する結合体が柱材上に設置された状態を示す図である。  FIG. 7 is a view showing a state in which a joined body having a secondary member is installed on a column member.
[図 8]柱材の配置を示す平面図である。  FIG. 8 is a plan view showing the arrangement of column members.
[図 9]柱材に対する結合体の接合方法を示す図である。 [図 10]柱材に対する結合体の接合方法を示す平面図である。 FIG. 9 is a view showing a method of joining a joined body to a column material. FIG. 10 is a plan view showing a method for joining a joined body to a column member.
[図 11]畝の配置の一例を示す平面図である。  FIG. 11 is a plan view showing an example of arrangement of ridges.
[図 12]従来の温室における柱材の配置を示す平面図である。  FIG. 12 is a plan view showing the arrangement of pillar materials in a conventional greenhouse.
[図 13]従来の温室における畝の配置を示す平面図である。  FIG. 13 is a plan view showing the arrangement of straws in a conventional greenhouse.
符号の説明  Explanation of symbols
[0010] 1 構造体 [0010] 1 Structure
11 枠体  11 Frame
11a, l ib 端梁  11a, l ib end beam
11c, l id 側桁梁  11c, l id side beam
He, l lf 中間梁  He, l lf Intermediate beam
l lg ブレース  l lg brace
12 主梁  12 Main beam
12a, 12b 弦材  12a, 12b String material
12c, 12d 端束材  12c, 12d end bundle
12e 束材  12e Bundle
12f 斜材  12f diagonal
13 合掌材  13 Joint material
14 支持材  14 Support material
15 連結材  15 Connecting material
2 柱材  2 Column material
5 プレート  5 plates
6 ボルト  6 bolt
7 基礎  7 Basics
8 畝  8 畝
発明を実施するための最良の形態  BEST MODE FOR CARRYING OUT THE INVENTION
[0011] 以下、本発明の実施の形態を図面に示した実施例に従って説明する。 Hereinafter, embodiments of the present invention will be described with reference to the examples shown in the drawings.
実施例  Example
[0012] 図 1は、本発明の一実施例において採用した構造体を示す斜視図である。この図 に示したように、構造体 1は、枠体 11、主梁 12及び合掌材 13を有して構成される。 FIG. 1 is a perspective view showing a structure employed in an embodiment of the present invention. This figure As shown in FIG. 1, the structure 1 includes a frame body 11, a main beam 12, and a joint material 13.
[0013] 枠体 11は、図 2に示したように、互いに平行に配置される一対の端梁 11a, l ibと、 各端梁 11a, l ibに対して直交するように配置される一対の側桁梁 11c, l idとにより 矩形に形成される。枠体 11は、また、その内側に、側桁梁 11c, l id間に掛け渡され る中間梁 l ie, l lfと、該中間梁 l ie, l lf、端梁 11a, l ib及び側桁梁 11c, l idに よって囲まれた空間に配設されるブレース l lgとを有して構成される。中間梁 l ie, 1 If及びブレース l lgの配置は、種々の形態を想定することができ、強度保持の観点 から適宜設定し得る。 As shown in FIG. 2, the frame body 11 includes a pair of end beams 11a and l ib arranged in parallel to each other and a pair arranged so as to be orthogonal to the end beams 11a and l ib. It is formed in a rectangular shape by the side beam 11c and l id. The frame body 11 also includes an intermediate beam l ie, l lf spanned between the side beams 11c and l id, and the intermediate beam l ie, l lf, end beams 11a, l ib and the side. It has a brace llg arranged in a space surrounded by the beam 11c, lid. The arrangement of the intermediate beams l ie, 1 If and braces l lg can assume various forms, and can be appropriately set from the viewpoint of maintaining strength.
[0014] 主梁 12は、図 3に示したように、上下に平行に配置される弦材 12a, 12bと、各弦材 12a, 12bの両端部間に設けられる端束材 12c, 12dとにより矩形に形成される。主 梁 12は、また、各弦材 12a, 12b間に掛け渡される束材 12eと、該束材 12e、弦材 12 a, 12b及び端束材 12c, 12dによって囲まれた空間に配設される斜材 12fとを有して 構成される。主梁 12は、図 1及び図 4に示したように、水平に配置される枠体 11上に 鉛直に配置され、枠体 11と共に逆 T字状に立体化される。  [0014] As shown in Fig. 3, the main beam 12 includes chord members 12a, 12b arranged in parallel vertically, and end bundle members 12c, 12d provided between both ends of the chord members 12a, 12b. To form a rectangle. The main beam 12 is also disposed in a space surrounded by the bundle member 12e spanned between the respective chord members 12a and 12b, and the bundle member 12e, the chord members 12a and 12b, and the end bundle members 12c and 12d. And a diagonal member 12f. As shown in FIGS. 1 and 4, the main beam 12 is vertically arranged on the horizontally disposed frame body 11 and is three-dimensionalized together with the frame body 11 in an inverted T shape.
[0015] 合掌材 13は、図 1及び図 4に示したように、主梁 12の両側において、一端が主梁 1 2に、他端が枠体 11にそれぞれ連結され、主梁 12を支持する。  [0015] As shown in FIGS. 1 and 4, the joint material 13 supports the main beam 12 by connecting one end to the main beam 12 and the other end to the frame 11 on both sides of the main beam 12. To do.
[0016] 上記のように構成される構造体 1は、温室の支承部 (屋根を支える部分)とは別個独 立した単一の構造物として構築することができる。つまり、構造体 1は、枠体 11、主梁 12及び合掌材 13又はこれらを構成する部材を、それぞれ基礎上に立設された柱材 の上に運んだ後、組み立てなければ構築できないというものではなぐ地上において 、或 、は工場等のように建築現場でな!/、場所で構築することができる。  [0016] The structure 1 configured as described above can be constructed as a single structure that is independent from the support portion of the greenhouse (the portion that supports the roof). In other words, the structure 1 cannot be built unless it is assembled after carrying the frame 11, the main beam 12 and the joint material 13 or the members constituting them onto the pillars erected on the foundation. It can be built on the ground or on the construction site like a factory!
[0017] また、枠体 11を構成する端梁 11a, l ib,側桁梁 11c, l ld、中間梁 l ie, l lf、主 梁 12を構成する弦材 12a, 12b、端束材 12c, 12d、束材 12e、斜材 12f及び合掌材 13は、断面において同一形状、かつ同一寸法の鋼材 (例えば、リップ付溝形鋼)から 構成することが可能であり、これらの部材のモジュールィ匕を容易に実現することがで きる。  [0017] Further, the end beams 11a, l ib, the side beams 11c, l ld, the intermediate beams l ie, l lf, the chord members 12a, 12b, and the end bundle members 12c that constitute the main beam 12 are formed. , 12d, bundle material 12e, diagonal material 12f, and joint material 13 can be made of steel materials having the same shape and the same dimensions in cross section (for example, lip-shaped channel steel). Drought can be realized easily.
[0018] また、枠体 11、主梁 12及び合掌材 13を構成する鋼材は、すべてビス止めにより連 結することができる。従って、構造体 1を組み立てる際に、鋼材同士を溶接しなくても 良いという利点がある。さらに、最大の利点は、溶接歪みによる組立精度の低下がな いため、構造体 1、該構造体 1を用いた温室の屋根組、さらには温室の軸組の良好な 組立精度を実現することが可能となる。 [0018] In addition, the steel materials constituting the frame 11, the main beam 12, and the jointing member 13 can all be connected by screws. Therefore, when assembling the structure 1, there is no need to weld the steel materials together. There is an advantage of being good. In addition, the greatest advantage is that there is no decrease in assembly accuracy due to welding distortion, so that it is possible to achieve good assembly accuracy of the structure 1, the greenhouse roof assembly using the structure 1, and the greenhouse frame assembly. It becomes possible.
[0019] 本実施例に係る温室の屋根組は、 2基の構造体 1 (1A) , 1 (1B)が結合されてなる 結合体を、温室の支承部を構成する柱材上に複数隣接させて設置することにより構 成される。結合体は、図 5 (a)に示したように、 2基の構造体 1 (1A) , 1 (1B)の枠体 1 1, 11同士が結合されることにより、直交する二辺 A, Bの長さの比が約 1 : 1となるよう 設定される。また、結合体は、図 5 (b)に示したように、一の構造体 1 (1A)の主梁 12と 合掌材 13との交点部分と他の構造体 1 (1B)の主梁 12と合掌材 13との交点部分との 間に架設される連結材 15を有して構成される。  [0019] The roof assembly of the greenhouse according to the present embodiment has a structure in which two structures 1 (1A) and 1 (1B) are joined to each other on a column material constituting a support portion of the greenhouse. It is configured by installing them. As shown in FIG. 5 (a), the joined body is formed by joining the two frames 1 1 and 11 of the two structures 1 (1A) and 1 (1B) to each other. The length ratio of B is set to be about 1: 1. In addition, as shown in Fig. 5 (b), the joined body consists of the intersection of the main beam 12 of one structure 1 (1A) and the joint material 13 and the main beam 12 of the other structure 1 (1B). And a connecting member 15 which is constructed between the intersection and the jointing member 13.
[0020] 次に、上記した結合体を用いた温室の軸組工法について説明する。  [0020] Next, a greenhouse frame construction method using the above-described combined body will be described.
[0021] まず、構造体 1は、以下のように組み立てられる。すなわち、枠体 11、主梁 12及び 合掌材 13を構成する部材 (鋼材)が、工場等において、予め所定の長さに切断され るとともに、各鋼材の連結部にビス止めに用いられる孔部が加工された後、建築現場 へ搬送される。建築現場では、これらの鋼材を用いて、まず、枠体 11及び主梁 12を ビス止めにより組み立てる。次に、枠体 11上に主梁 12を配置すると共に、主梁 12の 両側に合掌材 13を配置して、これらをビス止めにより連結して構造体 1を組み立てる 。従って、建築現場において、鋼材同士を溶接したり、鋼材の長さを調整する等の作 業が不要であり、ビス等を用いて各鋼材同士を連結するだけで構造体 1を組み立て ることができる。なお、搬送条件が整えば、枠体 11及び主梁 12を予め工場等で組み 立てた後、建築現場へ搬送することも可能である。  [0021] First, the structure 1 is assembled as follows. That is, the members (steel materials) constituting the frame 11, the main beam 12, and the joint material 13 are cut into a predetermined length in a factory or the like, and the holes used for screwing the connecting portions of the respective steel materials After being processed, it is transported to the construction site. At the construction site, these steel materials are used to assemble the frame 11 and the main beam 12 with screws. Next, the main beam 12 is arranged on the frame 11, and the palm members 13 are arranged on both sides of the main beam 12, and these are connected by screws to assemble the structure 1. Therefore, it is not necessary to weld the steel materials or adjust the length of the steel materials at the construction site, and the structure 1 can be assembled simply by connecting the steel materials using screws or the like. it can. If the transport conditions are set, the frame 11 and the main beam 12 can be assembled in a factory in advance and then transported to the construction site.
[0022] 構造体 1の組立作業は、地上において行うことができる。すなわち、構造体 1は、上 記したように、温室の支承部を構成する柱材を必要としないで、単独で構築し得る構 造を有しているため、高所で組み立てる必要がなぐ地上において組み立てることが できる。従って、高所での組み立てと比較して、格段に効率的に組み立てることがで きる。  [0022] The assembly work of the structure 1 can be performed on the ground. That is, as described above, the structure 1 has a structure that can be constructed independently without requiring the pillar material that constitutes the support portion of the greenhouse. Can be assembled in Therefore, it can be assembled much more efficiently than the assembly at a high place.
[0023] 構造体 1は、複数用意される。各構造体 1は、図 6 (a)に示したように、直交する二辺 a, bの長さの比が約 1 : 2となるよう設定される。 [0024] 結合体は、上記のように組み立てられた 2基の構造体 1 (1A) , 1 (1B)を結合するこ とにより組み立てられる。すなわち、結合体は、まず、一の構造体 1 (1 A)の枠体 11と 他の構造体 1 (1B)の枠体 11とを結合し、直交する二辺 A, Bの長さの比が約 1 : 1と なるよう設定される(図 5 (a)及び (b)参照)。次に、結合体を構成する一の構造体 1 ( 1A)の主梁 12と合掌材 13との交点部分と他の構造体 1 (1B)の主梁 12と合掌材 13 との交点部分との間に連結材 15を架設する(図 5 (b)参照)。 [0023] A plurality of structures 1 are prepared. As shown in FIG. 6 (a), each structure 1 is set so that the ratio of the lengths of two orthogonal sides a and b is about 1: 2. [0024] The combined body is assembled by combining the two structures 1 (1A) and 1 (1B) assembled as described above. That is, the combined body first combines the frame 11 of one structure 1 (1 A) and the frame 11 of another structure 1 (1B), and has the length of two orthogonal sides A and B. The ratio is set to be about 1: 1 (see Fig. 5 (a) and (b)). Next, the intersection of the main beam 12 of one structure 1 (1A) and the joint material 13 and the intersection of the main beam 12 and joint material 13 of the other structure 1 (1B) A connecting member 15 is installed between them (see Fig. 5 (b)).
[0025] 連結材 15が架設された結合体は、クレーン等を用いて基礎 7上に立設された柱材 2の上に運ばれる。このように、構造体 1又は構造体 1を構成する各部材を揚重する のではなぐ地上において組み立てられた結合体を揚重するため、複数の結合体を 揚重する場合でも、構造体 1又はそれを構成する各部材を揚重する場合と比較して 揚重の回数を非常に少なくすることができる。  [0025] The joined body on which the connecting member 15 is erected is transported onto the pillar member 2 erected on the foundation 7 using a crane or the like. In this way, the structure 1 or each member constituting the structure 1 is not lifted, and the combined structure assembled on the ground is lifted. Therefore, even when a plurality of combined bodies are lifted, the structure 1 Alternatively, the number of lifting operations can be greatly reduced compared to the case of lifting each member constituting the same.
[0026] なお、結合体としては、温室の被覆材 (例えば、プラスチックフィルムや硝子又は榭 脂からなる板材等)や、該被覆材を支持する支持材 (例えば、アーチパイプやフレー ム材等)などの二次部材を具備して構成されるものであってもよ 、。かかる二次部材と しては、被覆材、該被覆材の支持材、天窓、樋などが典型例として挙げられる。そし て、力かる二次部材も、地上において組み立てることができるため、高所で組み立て る場合と比較して、非常に効率が良ぐまた、作業自体も容易なものとなる。また、二 次部材を具備する結合体を地上で組み立てた後、柱材の上に運ぶようにすることで 、揚重作業量をさらに少なくすることが可能となる。図 7には、二次部材としての支持 材 14 (被覆材として利用されるプラスチックフィルムを支持するアーチパイプ)を備え た結合体が例示されて!、る。  [0026] It should be noted that as the bonded body, a greenhouse covering material (for example, a plate material made of plastic film, glass or resin, etc.) or a supporting material for supporting the covering material (for example, an arch pipe or a frame material) It may be configured with a secondary member such as. Typical examples of such a secondary member include a covering material, a support material for the covering material, a skylight, and a fence. In addition, since the powerful secondary member can be assembled on the ground, it is very efficient compared to the case of assembling at a high place, and the work itself becomes easy. In addition, it is possible to further reduce the amount of lifting work by assembling the combined body having the secondary member on the ground and then transporting it on the pillar material. Figure 7 shows an example of a combined body with a support material 14 (an arch pipe that supports a plastic film used as a covering material) as a secondary member! RU
[0027] 結合体は、その四隅 C1〜C4を、それぞれ柱材 2 (2a〜2d)に支持させることにより 設置される(図 6 (b)〜(e)参照)。結合体は、直交する二辺の長さの比が約 1 : 1に設 定されるため、該結合体の四隅をそれぞれ柱材 2に支持させることにより、図 8に示し たように、室内に配設される柱材 2の、間口方向の間隔 P2と奥行方向の間隔 P1とを 略同一にすることが可能となり、例えば、間口方向の間隔 P2を 9mとし、同じく奥行方 向の間隔 P1を 9mとすることも実現可能となる。また、間口方向の間隔 P2と奥行方向 の間隔 P1とを略同一としたことにより、室内に配設される柱材 2の本数も減少させるこ とができるため、柱材 2が太陽光を遮る量も減少させることが可能となる。 [0027] The combined body is installed by supporting the four corners C1 to C4 on the pillars 2 (2a to 2d), respectively (see FIGS. 6 (b) to (e)). Since the ratio of the lengths of the two orthogonal sides is set to about 1: 1, the coupled body is supported by the pillar material 2 at the four corners, as shown in FIG. The distance P2 in the frontage direction and the distance P1 in the depth direction can be made substantially the same, for example, the distance P2 in the frontage direction is 9 m, and the distance P1 in the depth direction is the same. It is also feasible to set the length to 9m. In addition, by making the interval P2 in the frontage direction and the interval P1 in the depth direction substantially the same, the number of the column members 2 arranged in the room can be reduced. Therefore, it is possible to reduce the amount of pillar material 2 blocking sunlight.
[0028] 結合体は、温室の支承部を構成する柱材 2上に、複数隣接して設置される。ここで 、各結合体は、図 9及び図 10に示したように、互いに隣接するもの同士をそれぞれ構 成する各枠体 11の角部力 各柱材 2の頂部に設けられるプレート 5上に集められてピ ン接合されることにより、支承部上に据え付けられる。これにより、プレート 5を介して 各結合体が一体ィ匕されるため、水平荷重を温室の外周部に立設された柱材に伝達 できる。外周部の柱材間には、鉛直ブレースが適宜設けられ、これにより、水平荷重 が基礎に伝達される。また、プレート 5を介して 1本の柱材 2に複数の結合体の角部を 集めてピン接合する構成を採用することにより、柱材 2の本数を最小限に抑えること が可能となる。 [0028] A plurality of combined bodies are installed adjacent to each other on the pillar material 2 constituting the support portion of the greenhouse. Here, as shown in FIG. 9 and FIG. 10, each joined body has a corner force of each frame 11 that constitutes each adjacent one, on a plate 5 provided on the top of each column member 2. By being collected and pin-joined, it is installed on the bearing. As a result, the combined bodies are integrated with each other via the plate 5, so that the horizontal load can be transmitted to the pillars erected on the outer periphery of the greenhouse. A vertical brace is appropriately provided between the pillars on the outer periphery, and thereby horizontal load is transmitted to the foundation. In addition, by adopting a configuration in which the corners of a plurality of coupled bodies are gathered and pin-joined on one pillar member 2 via the plate 5, the number of pillar members 2 can be minimized.
[0029] 本実施例に係る温室によれば、室内に配設される柱材 2の間口方向の間隔 P2と奥 行方向の間隔 P1とを略同一としたため、例えば、図 11に示したように、栽培面積を 減少させることなぐ栽培植物に合わせて畝 8の方向を自由に設定することが可能と なる。また、このように畝 8の方向を自由に設定できるため、棟の方向ゃ柱材 2の配置 等について制約がなくなり、温室を自由に設計することが可能となる。  [0029] According to the greenhouse according to the present embodiment, the interval P2 in the frontage direction and the interval P1 in the depth direction of the pillars 2 arranged in the room are substantially the same. For example, as shown in FIG. In addition, the direction of 畝 8 can be set freely according to the cultivated plant without reducing the cultivation area. In addition, since the direction of ridge 8 can be set freely in this way, there are no restrictions on the layout of pillars 2 and the like in the building direction, and it is possible to design a greenhouse freely.
なお、「畝」とは、一般には、畑で、作物を栽培するために細長く直線状に土を盛り 上げた所を意味するが、温室においては、その室内で、作物を栽培するために細長 く直線状に土を盛り上げた所を意味する。また、本実施例に係る温室によれば、室内 に、畝に代えて、栽培装置等を直線状に配置した場合でも、畝の場合と同様の効果 を得ることがでさることは勿!^である。  In addition, “bamboo” generally means a place where soil is raised in a straight line for growing crops in a field, but in a greenhouse, it is elongated to grow crops in the room. It means a place where soil is raised in a straight line. In addition, according to the greenhouse according to the present embodiment, it is not possible to obtain the same effect as in the case of the cocoon, even when the cultivation apparatus or the like is linearly arranged in the room instead of the cocoon! ^.
[0030] また、本実施例に係る温室によれば、屋根組として、個々に、鉛直荷重及び水平荷 重に対して優れた強度を有する 2基の構造体 1 (1A) , 1 (IB)の枠体 11, 11同士が 結合され、かつ一の構造体 1 (1A)の主梁 12と合掌材 13との交点部分と他の構造体 1 (1B)の主梁 12と合掌材 13との交点部分との間に架設される連結材 15を有する結 合体を採用し、該結合体の四隅を柱材 2に支持させる構成としたため、屋根組を支え る梁材を不要とすることが可能となる。  [0030] Further, according to the greenhouse according to the present embodiment, as the roof assembly, two structures 1 (1A) and 1 (IB) each having excellent strength against vertical load and horizontal load are individually provided. Frames 11 and 11 are joined together, and the intersection of the main beam 12 of one structure 1 (1A) and the joint 13 and the main beam 12 and joint 13 of the other structure 1 (1B) Because the structure with the connecting member 15 installed between the crossing points of the two parts is adopted and the four corners of the combined body are supported by the column member 2, the beam member that supports the roof assembly may be unnecessary. It becomes possible.
産業上の利用可能性  Industrial applicability
[0031] 本発明は、大規模栽培面積を有する大型温室に好適である。  [0031] The present invention is suitable for a large greenhouse having a large-scale cultivation area.

Claims

請求の範囲 The scope of the claims
[1] それぞれ、水平に配置される矩形の枠体と、該枠体上に鉛直に配置される矩形の 主梁と、該主梁を支持する合掌材とを具備して構成される 2基の構造体の枠体同士 が結合され、直交する二辺の長さの比が約 1: 1となるよう設定された結合体であって 、一の構造体の主梁と合掌材との交点部分と他の構造体の主梁と合掌材との交点部 分との間に架設される連結材を有する結合体の四隅を柱材に支持させることにより、 室内に配設される柱材の間口方向の間隔と奥行方向の間隔とを略同一としたことを 特徴とする温室。  [1] Two units each including a rectangular frame horizontally disposed, a rectangular main beam vertically disposed on the frame, and a palm member supporting the main beam The frame of the structure is connected to each other and the ratio of the lengths of two orthogonal sides is set to be about 1: 1, and the intersection of the main beam of the structure and the joint material By supporting the four corners of the joined body having the connecting material erected between the part and the intersection of the main beam of the other structure and the palm material, the pillar material arranged in the room is supported. A greenhouse characterized by the fact that the gap in the frontage direction is substantially the same as the gap in the depth direction.
[2] a.水平に配置される矩形の枠体と、該枠体上に鉛直に配置される矩形の主梁と、 該主梁を支持する合掌材とを具備して構成され、直交する二辺の長さの比が約 1: 2 となるよう設定された構造体を組み立てる工程と、  [2] a. A rectangular frame that is horizontally disposed, a rectangular main beam that is vertically disposed on the frame, and a palm member that supports the main beam, and is orthogonal to each other. Assembling a structure set to have a ratio of lengths of two sides of about 1: 2,
b.工程 aにより組み立てられた一の構造体の枠体と他の構造体の枠体とを結合し、 直交する二辺の長さの比が約 1: 1となるよう設定された結合体を組み立てる工程と、 c工程 bにより組み立てられた結合体を構成する一の構造体の主梁と合掌材との 交点部分と他の構造体の主梁と合掌材との交点部分との間に連結材を架設するェ 程と、  b. A combined body in which the frame of one structure assembled in step a and the frame of another structure are combined, and the ratio of the lengths of two orthogonal sides is set to about 1: 1. Between the intersection of the main beam and the joint material of one structure and the intersection of the main beam and the joint material of the other structure constituting the joined body assembled in step c. Erection of connecting material,
d.工程 Cにより連結材が架設された結合体の四隅を柱材に支持させる工程と を含むことを特徴とする温室の軸組工法。  d. A greenhouse shaft assembling method, comprising the step of supporting the four corners of the joined body in which the connecting material is erected by the process C by the pillar material.
PCT/JP2006/316311 2005-08-31 2006-08-21 Greenhouse and framework construction method for greenhouse WO2007026561A1 (en)

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JP4857273B2 (en) 2012-01-18
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