JP2007315540A - Three layer cross pipe joint - Google Patents

Three layer cross pipe joint Download PDF

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JP2007315540A
JP2007315540A JP2006147495A JP2006147495A JP2007315540A JP 2007315540 A JP2007315540 A JP 2007315540A JP 2006147495 A JP2006147495 A JP 2006147495A JP 2006147495 A JP2006147495 A JP 2006147495A JP 2007315540 A JP2007315540 A JP 2007315540A
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shape
joint
pipe
purlin
arch
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JP4831745B2 (en
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Akira Noma
明 野間
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Watanabe Pipe Co Ltd
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Watanabe Pipe Co Ltd
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    • 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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a new three layer structure ridge part joint for joining arch members three-dimensionally crossing a ridge in an X-shape plane view. <P>SOLUTION: In the three layer cross pipe joint comprising a ridge fixing part comprising a semicircle curved plate and an attachment plate, an X-shape joint pipe having a plurality of steel pipes inserted and fixed in opening parts thereof and three-dimensionally crossing and joining the pipes, the mounting plate is mounted above the X-shape joint pipe as one unit, the semi-circle curved plate is attachably and detachably formed, and the plurality of steel pipes are inserted and fixed in the X-shape joint pipe to assemble an X-shape frame unit. Under such a condition, the X-shape joint pipe is engaged with the mounting plate integrated above the X-shape joint pipe by sliding the semi-circle curved plate along the ridge, and the ridge and the X-shape frame unit are joined. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、温室、サクランボハウス、畜舎、露地野菜用防虫ハウス等の簡易建物の骨組み、特に棟木と平面視X字状に立体交差するアーチ材とを接合するための3層構造の交差管接手の構造に関するものである。   The present invention relates to a three-layered cross pipe joint for joining a framework of a simple building such as a greenhouse, a cherry house, a barn, an insect-proof house for open-air vegetables, particularly a purlin and an arch material that three-dimensionally intersects in an X shape in plan view. Is related to the structure of

従来、枠組構成が簡単かつ強固にしてシート等の被覆体と枠体の自重による変形の防止と保形を完璧ならしめると共に大型化を図りうるハウスを得ることを目的として、複数のPC鋼線からなる枠体を弧状に彎曲せしめて、その両外端を地中に挿し込み適宜連結して骨組構成しビニールその他のシートまたはフィルムを展張してなる農業用または園芸用ハウスにおいて、前記枠体を交互に反対方向に傾斜させて地中に挿し込み、少くとも各枠体の交叉部を斜金または金具等により固縛連結すると共に各枠体を引締部材により枠体を彎曲する方向に引締めてなる農業用または園芸用ハウスが提案されている。
実開昭53−106449号公報(図7参照)
Conventionally, a plurality of PC steel wires are used for the purpose of obtaining a house that is simple and strong in frame structure, prevents deformation due to the weight of the covering body such as a sheet and the frame body and makes the shape perfect and can be enlarged. In an agricultural or horticultural house formed by bending a frame body made of an arc and inserting both outer ends thereof into the ground and connecting them as appropriate to form a framework and extending vinyl or other sheets or films. Are alternately tilted in the opposite direction and inserted into the ground, and at least the crossing parts of each frame body are fixed and connected with a slant metal or metal fittings, and each frame body is tightened in a direction in which the frame body is bent by a tightening member. An agricultural or horticultural house has been proposed.
Japanese Utility Model Publication No. 53-106449 (see FIG. 7)

他方、従来の農業用ハウスは、複数本のアーチ型彎曲材を左右の基礎台へ間隔をおいて平行状に装着し、これら複数のアーチ型彎曲材はブレース及びタイバーにより連結して枠体を組成した後、該枠体の表面を覆膜で覆って構成されていたことから、従前の枠組みにあっては同一材により梁間の増減と柱ピッチの増減ができないため、その組成に際しては農業ハウスの大きさに合わせてアーチ型彎曲材は勿論のこと、ブレースやタイバーも異なる寸法のものをいちいち用意する必要が生じ、製作費が高価となるばかりか、組立に多くの時間がかかる外、強度的にも弱くなる等の欠点が生じ、これを改善することを目的として、左右基礎台の対称位置に間隔を置いて複数設けた連結金具へ、基端側をそれぞれ装着した同一部材の彎曲材を4本宛交叉状に付き合せ、該彎曲材の付き合せ部は、枢支軸を軸として互いに回動できるよう交叉状に連結された一対の継合金具で順次連結して形成した交叉式アーチ枠を、複数組連続に隣接して組成せしめると共に前記連続に組成された交叉式アーチ枠の表面に補助部材をもって覆膜を覆った交叉式アーチ型農業用ハウスが提案されている。
特開昭57−181621号公報(図8参照)
On the other hand, a conventional agricultural house has a plurality of arched curved members mounted in parallel to the left and right foundations at intervals, and the plurality of arched curved members are connected by braces and tie bars to form a frame. After the composition, since the surface of the frame body was covered with a covering film, the conventional frame cannot increase / decrease between beams and increase / decrease the column pitch with the same material. Depending on the size of the arch-shaped curved material, it is necessary to prepare braces and tie bars of different dimensions one by one, which not only increases the production cost but also takes a lot of time to assemble, strength In order to remedy this, it is a curved material of the same member with the base end side attached to a plurality of connecting brackets spaced at symmetrical positions on the left and right bases. To 4 The crossed arch frame formed by sequentially connecting with a pair of jointing tools connected in a crossed manner so as to be able to rotate with respect to each other about the pivot shaft. A cross-type arch type agricultural house has been proposed in which a composition is formed adjacent to a plurality of sets, and a covering film is covered with an auxiliary member on the surface of the cross-type arch frame formed continuously.
JP-A-57-181621 (see FIG. 8)

前記特許文献1及び前記特許文献2に記載された発明の農業用ハウスの棟部はいずれも、棟木を具備しないものであるから、アーチ枠同士をX字状に接合する金具は開示されているものの、棟木とX字状に重なり合って交差するアーチ材とを接合する3層で立体的に交差する管を接合する器具は開示されていない。   Since the ridge part of the agricultural house of the invention described in Patent Document 1 and Patent Document 2 does not have a purlin, a metal fitting that joins arch frames together in an X shape is disclosed. However, an instrument for joining three-dimensionally intersecting pipes in three layers joining the purlin and the arch material that overlaps in an X shape is not disclosed.

以上の実状に鑑み、本発明は前記従来技術の欠点を克服することを課題とし、棟木と平面視X字状に立体交差するアーチ材を接合するための、新規の3層構造の棟木部接手を提供することを目的とするものである。   In view of the above circumstances, the present invention has an object to overcome the drawbacks of the prior art, and a novel three-layer purlin joint joint for joining an arch material that is three-dimensionally intersected in a plan view with an X shape. Is intended to provide.

請求項1に係る発明は、半円形湾曲板と取付板とからなる棟木固定部と、複数本の鋼管パイプをその開口部から挿入固定して立体的に交差接合するX字接続管と、から構成される3層交差管接手において、前記取付板は、前記X字接続管の上方に一体的に取り付けられ、前記半円形湾曲板と係脱可能に形成されており、前記半円形湾曲板が、前記X字接続管に前記複数本の鋼管パイプを挿入固定してX字骨組みユニットを組み立てた状態において、前記棟木に沿って滑ることにより、前記X字接続管とその上方において一体化されている前記取付板と係合されて、前記棟木と前記X字骨組みユニットとが接合されることを特徴としている。   The invention according to claim 1 includes: a purlin fixing portion including a semicircular curved plate and a mounting plate; and an X-shaped connecting tube that three-dimensionally cross-joins by inserting and fixing a plurality of steel pipe pipes from the opening. In the three-layer cross pipe joint configured, the mounting plate is integrally attached above the X-shaped connecting pipe and is formed to be detachable from the semicircular curved plate. In the state where the plurality of steel pipe pipes are inserted and fixed in the X-shaped connecting pipe and the X-shaped frame unit is assembled, the X-shaped connecting pipe is integrated with the X-shaped connecting pipe by sliding along the purlin. The purlin and the X frame unit are joined to each other by being engaged with the mounting plate.

本発明に係る3層交差管接手は、棟木と平面視X字状に立体交差するアーチ材を接合するための新規の3層構造の棟木部接手を提供することができる。   The three-layer intersection pipe joint according to the present invention can provide a new three-layer structure purlin joint joint for joining an arch material that three-dimensionally intersects with the purlin in an X shape in plan view.

図1は、簡易建物の骨組み構造の実施例の斜視図、図2は、同側面図、図3は、簡易建物の骨組みの骨組みユニットを示す図である。図4は、(a)が本発明に係る棟木材とアーチ材を接合する3層交差管接手を示す斜視図、(b)が正面図、(c)が側面図である。図5は、アーチ材同士をX字状に接合するX字接手を示す図、図6は、水平の桁材と垂直からやや傾いたアーチ材を接合する十字接手を示す図である。図7,8は、従来の簡易建物の骨組み構造を示す図面である。   FIG. 1 is a perspective view of an embodiment of a framework structure of a simple building, FIG. 2 is a side view thereof, and FIG. 3 is a diagram showing a framework unit of the framework of the simple building. 4A is a perspective view showing a three-layer cross pipe joint that joins a timber and an arch material according to the present invention, FIG. 4B is a front view, and FIG. 4C is a side view. FIG. 5 is a diagram showing an X-shaped joint that joins arch members together in an X-shape, and FIG. 6 is a diagram showing a cross joint that joins a horizontal beam member and an arch member slightly inclined from the vertical. 7 and 8 are drawings showing a frame structure of a conventional simple building.

図1乃至図6を参照して、簡易建物の骨組み構造の実施例について詳細に説明する。
1は、一般構造用炭素鋼管から組成された簡易建物の骨組み構造を表わすものであり、通常この骨組みには、ビニル系、ポリオレフィン系、フッ素系等のフィルム、シート、防虫ネット等の被覆材が被覆されて、温室、サクランボハウス、畜舎、露地野菜用防虫ハウス、倉庫等の簡易な建物として利用される。
With reference to FIG. 1 thru | or FIG. 6, the Example of the frame structure of a simple building is demonstrated in detail.
1 represents a framework structure of a simple building composed of a general structural carbon steel pipe. Usually, this framework includes a vinyl-based, polyolefin-based, fluorine-based film, sheet, insect repellent net or other coating material. Covered and used as simple buildings such as greenhouses, cherries, livestock houses, insect-proof houses for outdoor vegetables, and warehouses.

2は、正面視左右対称形状の湾曲部材である2本の湾曲した鋼管パイプ2a、2bを公知の接手によって接合した逆U字状の端部アーチ部材であり、簡易建物の棟方向両端部において、梁間方向に配されている。この実施例では、所定の間隔をあけて2本の端部アーチ部材2が、建物両端部にそれぞれ設置されて端部アーチ材を構成しているが、その数は1本でも、3本でもよい。   Reference numeral 2 denotes an inverted U-shaped end arch member in which two curved steel pipes 2a and 2b, which are curved members having a symmetrical shape in front view, are joined by a known joint. It is arranged in the direction between the beams. In this embodiment, two end arch members 2 are installed at both ends of the building at predetermined intervals to form end arch members. However, the number of the end arch members may be one or three. Good.

3は、図3に示されるように、平面視X字状に、正面視アーチ状となるように、図4に示される棟木部接手11によって接合された骨組みユニットである。
この棟木部接手11は、上段に棟木材5に固定される棟木固定部12と、該棟木固定部の下方にボルト等の固定具15にて連結され、後述する4本の鋼管パイプの一端を開口部から挿入固定して接続するX字接続管16とから構成されている。
棟木固定部12は、棟木5に固定される半円形湾曲板13と、X字接続管16と固定具15にて一体化された取付板14とから構成されており、鋼板を折曲げ加工したものを図5(b)に示される黒塗りされた部位において溶接して形成されたものである。
半円形湾曲板12は、正面視逆U字状を呈し、両側の側板131、131の下端部には内方及び上方へ折曲げられたL字部材133、133が溶接されて溝134が形成されている。
該溝134は後述するテーパー状の脚141を備えた取付板14が、側面視して左右いずれの側からでも打ち込めるように、中央部位が頂となる山形に形成してある。
取付板14は、正面視中央に棟木5と固定具15の頭部を受け入れる凹部が形成された上板の両端に、下縁がテーパー状とされた脚141が溶接された、ある種のクサビである。
X字接続管16は、2本の接続管17、18がX字状に重なって立体的に交差しており、上記取付板14とともにボルト、ナット等の固定具15にて一体化されている。
As shown in FIG. 3, reference numeral 3 denotes a skeleton unit joined by a purlin joint 11 shown in FIG. 4 so as to form an X shape in a plan view and an arch shape in a front view.
The purlin joint 11 is connected to a purlin fixing portion 12 fixed to the purlin wood 5 in the upper stage and a fixing tool 15 such as a bolt below the purlin fixing portion, and one end of four steel pipe pipes to be described later is connected. It is comprised from the X-shaped connection pipe | tube 16 inserted and fixed from an opening part.
The purlin fixing part 12 is composed of a semicircular curved plate 13 fixed to the purlin 5 and an attachment plate 14 integrated by an X-shaped connecting pipe 16 and a fixture 15, and the steel plate is bent. This is formed by welding at a blackened portion shown in FIG. 5 (b).
The semicircular curved plate 12 has an inverted U shape when viewed from the front, and L-shaped members 133 and 133 bent inward and upward are welded to the lower ends of the side plates 131 and 131 on both sides to form a groove 134. Has been.
The groove 134 is formed in a mountain shape having a central portion at the top so that the mounting plate 14 having a tapered leg 141 (to be described later) can be driven from either the left or right side as viewed from the side.
The mounting plate 14 is a kind of wedge in which legs 141 having a tapered lower edge are welded to both ends of an upper plate in which recesses for receiving the heads of the purlin 5 and the fixture 15 are formed in the center in front view. It is.
The X-shaped connecting pipe 16 has two connecting pipes 17 and 18 overlapped in an X shape and intersects three-dimensionally, and is integrated with the mounting plate 14 by a fixture 15 such as a bolt or a nut. .

骨組みユニット3は、上述の端部アーチ材用の鋼管パイプ2a、2bと同じ高さで、正面視したときの幅がやや広く、平面視して斜めに配置したときに端部アーチ材用の鋼管パイプの形状と同じになる、正面視左右対称形状の4本の湾曲した鋼管パイプ3a、3b、3c、3dの先端を、上述のX字接続管16に挿入固定して交差状に組み立てられている。
このとき、X字接続管16上方には取付板14が固定されているので、棟木5を挟持した状態で上記半円形湾曲板13の溝134に取付板14の脚141を当接し、半円形湾曲板13を棟木5に沿って滑らせて、棟木5と骨組みユニット3とを接合する。
このようにして組み立てられた骨組みユニット3は、平面視してX字状を、正面視してアーチ状を呈する。
この実施例では、4本の湾曲した鋼管パイプ3a、3b、3c、3dにて骨組みユニット3を構成したが、この実施例に限らず、それ自体アーチ形状をした2本の湾曲部材を上記のものとは異なるX字接手により立体的に交差した状態に接合してもよい。
The skeleton unit 3 has the same height as the above-described steel pipe pipes 2a and 2b for the end arch material, and has a slightly wider width when viewed from the front. The ends of four curved steel pipe pipes 3a, 3b, 3c and 3d, which are the same as the shape of the steel pipe pipe and are symmetrical in front view, are inserted and fixed in the above-mentioned X-shaped connecting pipe 16 and assembled in a cross shape. ing.
At this time, since the mounting plate 14 is fixed above the X-shaped connecting pipe 16, the leg 141 of the mounting plate 14 is brought into contact with the groove 134 of the semicircular curved plate 13 with the purlin 5 sandwiched therebetween, so that it is semicircular. The curved plate 13 is slid along the purlin 5 to join the purlin 5 and the skeleton unit 3 together.
The skeleton unit 3 assembled in this way has an X shape when viewed in plan and an arch shape when viewed from the front.
In this embodiment, the skeleton unit 3 is constituted by four curved steel pipe pipes 3a, 3b, 3c and 3d. However, the present invention is not limited to this embodiment. You may join in the state which crossed three-dimensionally by the X character joint different from a thing.

4は、図1に示されるように、連続的に設置されたものの一つ置きのX字状骨組みユニット3に取り付けられるタイバーである。このタイバーは、骨組みユニット3の平面視右側に位置する湾曲部材3a、3dを連結している。
なお、タイバー4の取り付け方については、全ての骨組みユニット3に取り付けてもよい。また、骨組みユニット3の左側、あるいは両側に取り付けることも可能である。要するに、風の強さや降雪量等の地域特性を考慮して決定すればよい。
5は、上記端部アーチ材と上記アーチ材の頂部に接合された棟木、6、7は、該両アーチ材の肩部、柱部下端部に接合された桁材、裾材である。
As shown in FIG. 1, reference numeral 4 denotes a tie bar which is attached to every other X-shaped frame unit 3 which is continuously installed. This tie bar connects the bending members 3 a and 3 d located on the right side of the frame unit 3 in plan view.
Note that the tie bar 4 may be attached to all the skeleton units 3. It is also possible to attach to the left side or both sides of the skeleton unit 3. In short, it may be determined in consideration of regional characteristics such as wind strength and snowfall.
Reference numeral 5 denotes the end arch material and a purlin joined to the top of the arch material, and reference numerals 6 and 7 denote a girder and skirt material joined to the shoulder portions and the lower end portions of the column portions of the arch materials.

以下、上述の端部アーチ材、アーチ材、棟材、桁材、裾材の具体的な設置例について説明する。
間口6m、地表面より桁材までの柱高2mの端部アーチ部材2aは、簡易建物の棟方向両端に1本ずつ、その内側に0.45〜0.55m間隔を設けてもう1本ずつ建て込まれ、柱部下端部が土中に挿入されて立設され、端部アーチ材2を構成している。
その中間には、複数単位の骨組みユニット3が連続的に0.8〜0.9mスパンで建て込まれているが、図1に示されるように、隣り合う骨組みユニット3、例えば図2に示される3の1と3の2の湾曲部材同士3aと3c、3dと3bは、棟木材5と桁材6との間において、X字接手21によって重なって交差するように配設され、また、一つ置きの骨組みユニット3、例えば3の1と3の3の湾曲部材の柱部下端同士が、略近接して位置するように配設され、その下端部が土中に挿入されている。
Hereinafter, specific installation examples of the above-described end arch material, arch material, building material, girder material, and skirt material will be described.
End arch members 2a with a height of 6m and a column height of 2m from the ground surface to the girders, one at each end of the building in the ridge direction, and another one at an interval of 0.45-0.55m inside It is built, and the column part lower end part is inserted in the soil and is erected to constitute the end arch material 2.
In the middle, a plurality of skeleton units 3 are continuously built with a span of 0.8 to 0.9 m, but as shown in FIG. 1, adjacent skeleton units 3, such as those shown in FIG. The curved members 3a, 3c, 3d, and 3b of 3 and 1 of 3 are arranged so as to overlap with each other by the X-shaped joint 21 between the ridge wood 5 and the girders 6, The lower ends of the pillars of every other frame unit 3, for example, 3 of 1 and 3 of 3 curved members, are arranged so as to be substantially close to each other, and the lower ends thereof are inserted into the soil.

図5を参照して、X字接手21について説明する。
図5(b)は、パイプ3a、3cを実装した平面図である。
X字接手21は、短冊状の鋼板を折曲加工して形成されていて、短手方向に対して所定角度である20°傾斜した溝状受入部23を有している同一形状の2枚の鋼板22、22を、該溝状受入部23、23同士を対向させて重合して、図示しないボルト、蝶ナット等の固定具にて固定されている。
前記2枚の鋼板のうちの一方22の1端部には円孔24が、他端部には前記円孔24を中心とする円弧に沿った長孔26が穿設されている。
そして、前記2枚の鋼板のうちの他の鋼板22の両端部には、前記円孔24と前記長孔26に対応する位置にそれぞれ円孔25,27が穿設されている。
円孔27は、鋼管パイプ3a、3cが40度の角度で交差するとき、長孔26の中心に位置するよう設定されている。
一方の鋼板22は、他の鋼板22に対して円孔24、25を貫通するボルト等の固定具を中心として±5度程度回動し得るから、鋼管パイプ3a、3c同士の交角が多少変化しても、鋼板22を相互に回動することにより微調整可能である。
The X-shaped joint 21 will be described with reference to FIG.
FIG. 5B is a plan view in which the pipes 3a and 3c are mounted.
The X-shaped joint 21 is formed by bending a strip-shaped steel plate, and has two identical shapes having a groove-shaped receiving portion 23 inclined by 20 ° which is a predetermined angle with respect to the lateral direction. The steel plates 22 and 22 are superposed with the groove-like receiving portions 23 and 23 facing each other, and are fixed by a fixing tool such as a bolt or a wing nut (not shown).
A circular hole 24 is formed at one end of one of the two steel plates, and a long hole 26 is formed at the other end along an arc centered on the circular hole 24.
And the circular holes 25 and 27 are each drilled in the position corresponding to the said circular hole 24 and the said long hole 26 at the both ends of the other steel plate 22 of the said 2 steel plates.
The circular hole 27 is set to be positioned at the center of the long hole 26 when the steel pipes 3a and 3c intersect at an angle of 40 degrees.
Since one steel plate 22 can be rotated about ± 5 degrees around a fixing tool such as a bolt passing through the circular holes 24 and 25 with respect to the other steel plate 22, the crossing angle between the steel pipes 3a and 3c is slightly changed. Even so, fine adjustment is possible by rotating the steel plates 22 relative to each other.

次いで肩部における十字接手31について、図6を参照して説明する。
図6(a)は正面図、図6(b)は平面図、図6(c)は側面図である。
この肩部における十字接手31は、前記アーチ材2、3の肩部及び裾部において、桁材6または裾材7と該アーチ材とを、アーチ材がやや傾斜した十字状に接合する接手である。肩部における十字接手と裾部における接手とは構造が同一であるので、以下、肩部における十字接手について説明する。
十字接手31は、短冊状の鋼板を折曲加工して形成されるもので、水平方向に伸びる桁材6または裾材7を収容する半円形湾曲板32と、その側板35に形成された開口部33に挿通され、アーチ材2または端部アーチ材を収容するU字状係合片34と、半円形湾曲板32の側板下端に形成された内方折曲片37と鋼管パイプの間隙に打ち込まれる楔片38とから構成されている。
半円形湾曲板32に形成された開口部33の幅は、上記U字状係合片34の幅より大きくされて、開口部33の上縁には、U字状係合片34の端縁を直交方向と±10度の範囲で回動して、任意の角度で受け入れる係合凹部39が刻設されている。
また、U字状係合片34の上縁部には、桁材等6(7)を受け入れる円弧状凹部40が設けられている。
桁材6と裾材7は、この肩部接手31と同様の構造の裾部接手により、上記アーチ材2、3に固定される。
Next, the cross joint 31 at the shoulder will be described with reference to FIG.
6A is a front view, FIG. 6B is a plan view, and FIG. 6C is a side view.
The cross joint 31 at the shoulder is a joint which joins the arch member 6 or the base member 7 and the arch member in a cross shape in which the arch member is slightly inclined at the shoulder and the skirt of the arch members 2 and 3. is there. Since the cross joint at the shoulder and the joint at the skirt have the same structure, the cross joint at the shoulder will be described below.
The cruciform joint 31 is formed by bending a strip-shaped steel plate, and includes a semicircular curved plate 32 that accommodates the beam member 6 or the skirt member 7 extending in the horizontal direction, and an opening formed in the side plate 35 thereof. The U-shaped engagement piece 34 that is inserted into the portion 33 and accommodates the arch material 2 or the end arch material, and the inwardly bent piece 37 formed at the lower end of the side plate of the semicircular curved plate 32 and the gap between the steel pipes And a wedge piece 38 to be driven.
The width of the opening 33 formed in the semicircular curved plate 32 is larger than the width of the U-shaped engagement piece 34, and the edge of the U-shaped engagement piece 34 is located at the upper edge of the opening 33. The engagement recess 39 is engraved so as to be rotated within a range of ± 10 degrees with respect to the orthogonal direction and receive at an arbitrary angle.
Further, an arcuate recess 40 for receiving the beam member 6 (7) is provided at the upper edge of the U-shaped engagement piece 34.
The girder 6 and the skirt member 7 are fixed to the arch members 2 and 3 by the skirt joint having the same structure as the shoulder joint 31.

以上の説明から明らかなように、この実施例の簡易建物の骨組み構造によれば、棟部において、4本の鋼管パイプをX字接続管16にて一体化して骨組みユニット3を構成し、この骨組みユニット3を半円形湾曲板13と取付板14にて棟木5に固定し、棟木5と桁材6の中間部位において、X字接手21にて隣り合う骨組みユニットのアーチ材同士を接合して、肩部において1つ置きに隣り合う骨組みユニット3のアーチ材同士を近接させて桁材6と接合して、屋根面を構成している。
屋根面の棟木5と桁材6の間では、棟木5を上弦材とし桁材6を下弦材とするトラスが二重に配置された構造となっており、強度的に優れた架構を構築することができる。
As is clear from the above description, according to the framework structure of the simple building of this embodiment, in the ridge portion, four steel pipe pipes are integrated by the X-shaped connecting pipe 16 to constitute the framework unit 3. The skeleton unit 3 is fixed to the purlin 5 with the semicircular curved plate 13 and the mounting plate 14, and the arch members of the adjacent skeleton units are joined to each other at the intermediate portion between the purlin 5 and the girder 6 with the X-shaped joint 21. The arch members of the frame units 3 that are adjacent to each other in the shoulder portion are brought close to each other and joined to the beam member 6 to constitute the roof surface.
Between the purlin 5 and the girder 6 on the roof surface, a truss having the purlin 5 as the upper chord material and the girder 6 as the lower chord material is doubled to construct a frame with excellent strength. be able to.

簡易建物の骨組み構造の斜視図である。It is a perspective view of the framework structure of a simple building. 簡易建物の骨組み構造の側面図である。It is a side view of the framework structure of a simple building. 骨組み構造の1単位の骨組みユニットの斜視図である。It is a perspective view of the skeleton unit of 1 unit of a skeleton structure. (a)は本発明に係る3層交差管接手の全体斜視図、(b)は棟木固定部の正面図、(c)は同側面図である。(A) is an overall perspective view of a three-layer cross pipe joint according to the present invention, (b) is a front view of a purlin fixing portion, and (c) is a side view thereof. アーチ材同士をX字状に接合するX字接手を示す図である。It is a figure which shows the X character joint which joins arch materials in X shape. 水平の桁材と垂直からやや傾いたアーチ材を接合する十字接手を示す図である。It is a figure which shows the cross joint which joins the arch material slightly inclined from the horizontal girder material and perpendicular | vertical. 従来例1の簡易建物の骨組み構造を示す図面である。It is drawing which shows the frame structure of the simple building of the prior art example 1. FIG. 従来例2の簡易建物の骨組み構造を示す図面である。It is drawing which shows the framework structure of the simple building of the prior art example 2. FIG.

符号の説明Explanation of symbols

1 簡易建物の骨組み構造
2 端部アーチ材
3 アーチ材
4 タイバー
5 棟木材
6 桁材
7 裾材
9 谷樋
11 3層交差管接手
12 棟木固定部
15 固定具
16 X字接続管
21 X字接手
22 鋼板
23 鋼板
31 十字接手
32 半円形湾曲板
34 U字状係合片
38 楔片
DESCRIPTION OF SYMBOLS 1 Frame structure of a simple building 2 End arch material 3 Arch material 4 Tie bar 5 Building wood 6 Girder material 7 Hem material 9 Valley fence 11 Three-layer cross pipe joint 12 Purlin fixing part 15 Fixture 16 X-shaped connection pipe 21 X-shaped joint 22 Steel plate 23 Steel plate 31 Cross joint 32 Semi-circular curved plate 34 U-shaped engagement piece 38 Wedge piece

Claims (1)

半円形湾曲板と取付板とからなる棟木固定部と、
複数本の鋼管パイプをその開口部から挿入固定して立体的に交差接合するX字接続管と、
から構成される3層交差管接手において、
前記取付板は、前記X字接続管の上方に一体的に取り付けられ、前記半円形湾曲板と係脱可能に形成されており、
前記半円形湾曲板が、前記X字接続管に前記複数本の鋼管パイプを挿入固定してX字骨組みユニットを組み立てた状態において、前記棟木に沿って滑ることにより、
前記X字接続管とその上方において一体化されている前記取付板と係合されて、前記棟木と前記X字骨組みユニットとが接合されることを特徴とする3層交差管接手。
A purlin fixing part composed of a semicircular curved plate and a mounting plate;
An X-shaped connecting pipe that three-dimensionally cross-joins by inserting and fixing a plurality of steel pipe pipes from the opening;
In the three-layer cross pipe joint composed of
The mounting plate is integrally attached above the X-shaped connecting pipe, and is formed so as to be detachable from the semicircular curved plate,
By sliding the semicircular curved plate along the purlin in a state where the plurality of steel pipe pipes are inserted and fixed to the X connection pipe and the X frame unit is assembled,
A three-layer cross pipe joint characterized in that the purlin and the X frame unit are joined by engaging the X connecting pipe and the mounting plate integrated above the X connecting pipe.
JP2006147495A 2006-05-26 2006-05-26 Three-layer cross pipe joint Active JP4831745B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109655996A (en) * 2019-01-31 2019-04-19 中国科学院西安光学精密机械研究所 The carbon fiber sub-truss of large aperture telescope time mirror assembly

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4514897Y1 (en) * 1965-09-08 1970-06-23
JPS51139937A (en) * 1975-05-16 1976-12-02 Schlafhorst Co Maschf Method of and apparatus for ending spinning process
JPS5547210A (en) * 1978-09-26 1980-04-03 Hitachi Zosen Corp Production of sulfuric acid
JPS5796302A (en) * 1980-12-09 1982-06-15 Mitsubishi Rayon Co Ltd Optical fiber
JPS63178442A (en) * 1987-01-20 1988-07-22 Showa Denko Kk Secondary battery

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4514897Y1 (en) * 1965-09-08 1970-06-23
JPS51139937A (en) * 1975-05-16 1976-12-02 Schlafhorst Co Maschf Method of and apparatus for ending spinning process
JPS5547210A (en) * 1978-09-26 1980-04-03 Hitachi Zosen Corp Production of sulfuric acid
JPS5796302A (en) * 1980-12-09 1982-06-15 Mitsubishi Rayon Co Ltd Optical fiber
JPS63178442A (en) * 1987-01-20 1988-07-22 Showa Denko Kk Secondary battery

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109655996A (en) * 2019-01-31 2019-04-19 中国科学院西安光学精密机械研究所 The carbon fiber sub-truss of large aperture telescope time mirror assembly

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