JP3243420U - Gardening house with gable truss beam - Google Patents
Gardening house with gable truss beam Download PDFInfo
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- JP3243420U JP3243420U JP2023002272U JP2023002272U JP3243420U JP 3243420 U JP3243420 U JP 3243420U JP 2023002272 U JP2023002272 U JP 2023002272U JP 2023002272 U JP2023002272 U JP 2023002272U JP 3243420 U JP3243420 U JP 3243420U
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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
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Abstract
【課題】園芸用連棟型ハウスの妻面方向からの風圧に対応し、誘引梁として兼用が可能で、建築コストを削減できる妻面トラス梁つき園芸用ハウスを提供する。【解決手段】妻面トラス梁つき園芸用ハウスは、連棟型ハウスの妻面の谷部下に妻面の全幅に対して、水平方向に妻面トラス梁の外弦を妻柱に接して設け、外弦に対し平行に内弦を設け、その外弦と内弦間にラチスを棟中央から谷及び側の両側に対し、1か所以上の連続した三角形を構成する様、両側に均等に配置して、妻面に対する妻面トラス梁の構造とする。【選択図】図1To provide a horticultural house with gable truss beams capable of coping with wind pressure from the gable side direction of a horticultural contiguous house, capable of being used also as an induction beam, and capable of reducing construction costs. A horticultural greenhouse with gable truss beams is provided below the gable trough of the gable truss girder of the multi-span greenhouse with the outer chord of the gable truss girder in the horizontal direction with respect to the full width of the gable sill in contact with the gable pillar. , An inner string is provided parallel to the outer string, and a lattice is arranged evenly on both sides from the center of the ridge to both sides of the valley and side so as to form one or more continuous triangles. Then, the girder face truss girder structure for the gable face. [Selection drawing] Fig. 1
Description
園芸用ハウスに関するものである。 It relates to a greenhouse for gardening.
園芸用連棟型ハウスにおいて、施設の高額化により、コストダウンが、以前にも増して必要になってきたが、強度を下げることなく、コストダウンすることが求められている。そのなかで、妻面に対して、妻柱や妻間柱は基礎より屋根まで、通しの妻柱や妻間柱を建て、強度アップをする場合は、妻柱や妻間柱を始めとする部材の大型化や多本数化で強度アップをしていた。また、妻部分には、誘引梁や誘引梁方丈など、栽培の為の部材も、多くの場合設置されるので、コストに含まれる。 In multi-span greenhouses for horticulture, cost reduction has become more necessary than before due to the increase in the cost of facilities. Among them, gable pillars and gable studs are built from the foundation to the roof on the gable side, and when building gable pillars and gable studs through the roof, and increasing the strength, large-scale members such as gable pillars and gable studs The strength was increased by reducing and increasing the number. In addition, in many cases, members for cultivation, such as the enticement beam and the enticement beam hojo, are installed in the gable part, so they are included in the cost.
特許文献1に記載の連棟型農業用温室の骨格構造は、間口方向における柱間に、架設されるトラス梁と、その上部の、頂部において山形となる合掌材で、トラス梁の上に、設置される、二つの屋根面の合掌材にかかる、上からの荷重を、支える役割の、構造になっているが、地面に平行方向の妻面からの力を受ける構造ではない。 The frame structure of the multi-span agricultural greenhouse described in Patent Document 1 is a truss beam that is installed between the pillars in the frontage direction, and a joining member that is mountain-shaped at the top of the truss beam. It is a structure that supports the load from above that is applied to the joining members of the two roof surfaces, but it is not a structure that receives the force from the gable surface in the direction parallel to the ground.
園芸用連棟型ハウスの妻面方向からの風圧に対する妻面の構造は、妻柱や妻間柱は基礎より屋根まで、通しの妻柱や妻間柱を建て、妻柱の中間での補強は行はず、強度アップをする場合は、妻柱や妻間柱を始めとする部材の、大型化又は本数の増加で対応してきたが、それが単純で理解しやすかった。しかし、ハウスの妻面部分の建築コスト低減には、前述以外の方法でないといけない。さらに、妻部分には、通路として一定の間隔を取って栽培上必要な、誘引梁や誘引梁方丈など、栽培の為の部材が、多くの場合設置されるが、建築コストになっている。 The structure of the gable facing against the wind pressure from the gable side direction of the gardening multi-span greenhouse is to construct gable pillars and gable studs from the foundation to the roof, and to construct through gable pillars and gable studs, and to reinforce the gable pillars in the middle. As expected, when increasing the strength, we responded by increasing the size or increasing the number of members such as the gable pillars and gable studs, but it was simple and easy to understand. However, in order to reduce the construction cost of the gable side of the house, there must be a method other than the above. In addition, in many cases, members for cultivation, such as a guide beam and a guide beam, which are necessary for cultivation, are installed at the gable part as a passageway at regular intervals, but this increases the construction cost.
本考案は、連棟型ハウスの妻面の谷部下に妻面の全幅に対して、水平方向に妻面トラス梁の外弦を妻柱に接して設け、外弦に対し水平克平行に内弦を設け、その外弦と内弦間にラチスを棟中央から谷及び側の両側に対し、1か所以上の連続した三角形を構成する様、両側に均等に配置して、妻面に対する妻面トラス梁の構造とし、妻面の妻柱に対する風圧を妻柱の中間でも受ける事によって、妻柱・妻間柱の大型化や増本数をすることなく、妻面強度アップをさせる。さらに、上記、妻面に対する妻面トラス梁の位置を、通路幅や、誘引梁の高さと、同じ高さに設置すれば、誘引梁と同じ機能を果たす、強度的にも、妻面トラス梁の構造になっているので、誘引梁方丈以上となる。 In this invention, the outer chord of the gable face truss girder is provided horizontally across the entire width of the gable face below the valley of the gable face of the multi-span house, in contact with the gable pillar, and is horizontally and parallel to the outer string. A string is provided, and lattices are evenly arranged on both sides from the center of the ridge to both sides of the valley and side so as to form one or more continuous triangles between the outer and inner strings. By adopting a truss beam structure and receiving the wind pressure against the gable pillar even in the middle of the gable pillar, the strength of the gable face is increased without increasing the size and number of gable pillars and gable studs. Furthermore, if the position of the end truss beam with respect to the end face is set at the same height as the passage width and the height of the induction beam, the end truss beam can perform the same function as the induction beam. Since it has a structure, it will be more than the induced beam Hojo.
前述のように、妻面谷下全幅に水平克平行に妻柱に接したトラス梁構造を組む事(以後 妻面トラス梁とする)により、妻面の妻柱に対する風圧を妻柱の中間でも受け、その力は妻面トラス梁を取り付けている桁梁を通じて、桁方向に谷柱・側柱・桁・柱ブレースとハウス全体に連結して受ける。これは、今まで妻柱が上下2点で受けていた力を、上中下の3点で受けられるので、妻柱に対する負荷が半減することで、妻柱を小口径にする、又は減数が可能になる。さらに、妻面トラス梁の幅を通路幅にし、高さを誘引梁の高さにすることで、誘引梁として兼用が可能、さらに妻面の斜め方向からの風圧に対しての方丈としても兼用効果があり、兼用することで、誘引梁と誘引梁方丈が削減でき、さらにコスト削減になる。 As mentioned above, by constructing a truss beam structure (hereafter referred to as a truss beam on the gable face) that is in contact with the gable pillar horizontally and parallel to the full width of the gable valley, the wind pressure on the gable pillar on the gable face can be reduced even in the middle of the gable pillar. The force is received by connecting the valley pillars, side pillars, girders, pillar braces, and the entire house in the girder direction through the girder beams that attach the gable truss beams. This is because the force that the pillar received at two points above and below can now be received at three points, top, middle and bottom. be possible. Furthermore, by setting the width of the gable truss beam to the width of the passageway and the height to the height of the girder, it can be used as an inductive girder. It is effective, and by using it in combination, the induction beam and the induction beam square can be reduced, further reducing the cost.
連棟型ハウスの妻面の谷付近の上部で、連棟型ハウスの妻面横幅全体に対し桁(水平)方向の妻面に対し妻面トラス梁を配置する。妻面トラス梁は、外弦を谷妻柱・側妻柱・妻柱・妻間柱に、連結又は接触させて取り付けてあり、外弦より一定の平行間隔に配置する、内弦との間に、ラチスを間口中央から谷及び側に対し、両側に1か所以上の連続した三角形をなす様、30度以上75度程度の傾斜を持ちながら適宜本数配置することで、妻面トラス梁を構成し、ハウスの妻面にかかる風圧を、ハウス高さの中間で受け、その力を谷桁梁から桁を通じてハウス全体に伝える。さらに、妻面トラス梁は、通行の邪魔にならない幅や高さ、かつ、栽培上の誘引親線の取り付け高さに適した高さである必要があるが、もっと高くしても、誘引用支柱の上部を妻面トラス梁の内弦に留めてから誘引親線を誘引親線の途中から引けば、同じ高でなくても良い。又、幅も通路幅と同じでなくても良い。 In the upper part near the valley of the gable face of the multi-span house, the girder face truss beam is placed on the girder (horizontal) direction girder face across the entire width of the gable face of the multi-span house. The gable truss girder is attached to the valley girder pillar, side girder pillar, gable pillar, gable pillar by connecting or contacting the outer string, and is placed at a constant parallel interval from the outer string, between the inner string and the girder. A gable truss girder is constructed by arranging an appropriate number of lattices with an inclination of 30 degrees or more to about 75 degrees so that one or more continuous triangles are formed on both sides from the center of the frontage to the valley and sides. Then, the wind pressure applied to the gable side of the house is received in the middle of the house height, and the force is transmitted from the valley girder beam to the entire house through the girder. Furthermore, the gable truss girders need to have a width and height that do not interfere with traffic, and a height that is suitable for the installation height of the attraction line for cultivation. If the upper part of the support is fastened to the inner chord of the gable truss girder and then the attracting lead wire is drawn from the middle of the attracting lead wire, the heights do not have to be the same. Also, the width may not be the same as the passage width.
以下、添付図面1に従って実施例を説明する。1はハウス本体で、2側妻柱、3谷妻柱及び奥行方向に一定の間隔で、2b側柱、3b谷柱を建て、次に、各柱の上に、4桁を取り付け奥行方向の連結をし、各柱に、10梁を取り付けて、ハウスの幅方向の連結をする、次に、11屋根アーチを、9妻面より一定の間隔で取り付け、12棟を、11屋根アーチの天頂部に11屋根アーチの間隔が揃う様に固定して取り付けて、屋根部の作業を終了後、6妻柱、7妻間柱、を9妻面に沿って建て、各柱列の妻面に有る、2側妻柱や、3谷妻柱から奥行方向の2番目柱間で、4谷桁の下に、5谷桁梁を設け、谷桁梁に2側妻柱、3谷妻柱、6妻柱、7妻間柱と連結又は接触させて、8妻面トラス梁を配置する。8妻面トラス梁の8a外弦は、2側妻柱、3谷妻柱、6妻柱、7妻間柱、と連結又は接触させて取り付け、8a外弦より一定間隔で配置した、8b内弦との間を、8cラチスを連続した三角形を形成するよう適宜本数配置し組み合わせて、妻面トラス梁を構成する。以上、8妻面トラス梁の組み立てを最後にしたが、途中の10梁取り付け時の、11屋根アーチの取り付けより先にしても、効果や結果は同じであるように、組み立ての順番が違っても効果や結果は同じである。 An embodiment will be described below with reference to the attached drawing 1. FIG. 1 is the house body, 2 side pillars, 3 valley pillars, and 2b side pillars and 3b valley pillars are erected at regular intervals in the depth direction. 10 beams are attached to each pillar and the house is connected in the width direction. Next, 11 roof arches are attached at regular intervals from the 9 gable surfaces, and 12 buildings are attached to the ceiling of the 11 roof arches. After fixing and attaching the 11 roof arches to the top so that the intervals are aligned, after completing the work on the roof, build 6 gable pillars and 7 gable pillars along the 9 gable faces. , 2 side girder and 3 valley girder between the 2nd pillar in the depth direction, under 4 valley girder, 5 girder beam is installed, 2 side girder, 3 girder girder, 6 Place the 8 gable truss girder by connecting or contacting the gable pillar and 7 gable studs. The 8a outer string of the 8 gable truss beam is connected or attached to the 2 side girder, 3 valley girder, 6 gable pillar, and 7 gable stud, and is arranged at regular intervals from the 8a outer string, 8b inner string An appropriate number of 8c lattices are arranged between and combined to form a continuous triangle to form a gable truss girder. As mentioned above, the 8 gable truss girders were assembled last, but if the 10 girders are installed in the middle, even if the 11 roof arches are installed earlier, the effects and results are the same. have the same effect and results.
1 ハウス本体
2 側妻柱
3 谷妻柱
4 谷桁
5 谷桁梁
6 妻柱
7 妻間柱
8 妻面トラス梁
8a 外弦
8b 内弦
8c ラチス
9 妻面
10 梁
11 屋根アーチ
12 棟
13 谷部
14 側肩部
15 誘引梁
16 誘引方丈
1 house body
2 side pillars
3 valley pillars
4 valley girder
5 Valley girder beam
6 Gable
7 wife stud
8 End truss beam 8a Outer chord 8b Inner chord 8c Lattice
9 wife face
10 beams
11 roof arch
12 buildings
13 Valley
14 Side shoulder 15 Induction beam 16 Induction hojo
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JP2023002272U JP3243420U (en) | 2023-06-28 | 2023-06-28 | Gardening house with gable truss beam |
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JP2023002272U JP3243420U (en) | 2023-06-28 | 2023-06-28 | Gardening house with gable truss beam |
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JP3243420U true JP3243420U (en) | 2023-08-24 |
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- 2023-06-28 JP JP2023002272U patent/JP3243420U/en active Active
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