JP2007315112A - Cross joint - Google Patents

Cross joint Download PDF

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JP2007315112A
JP2007315112A JP2006147494A JP2006147494A JP2007315112A JP 2007315112 A JP2007315112 A JP 2007315112A JP 2006147494 A JP2006147494 A JP 2006147494A JP 2006147494 A JP2006147494 A JP 2006147494A JP 2007315112 A JP2007315112 A JP 2007315112A
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shaped
curved plate
piece
rod
members
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JP4761545B2 (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

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  • Joining Of Building Structures In Genera (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a cross joint which enables rod-like members to be joined together in a cross shape by delicately adjusting a crossing angle, and which enables the two rod-like members for being joined in a cross shape to be joined together in the state of being brought into direct contact with each other. <P>SOLUTION: This cross joint comprises: a semicircularly-curved plate for housing the unidirectionally elongated rod-like member; a U-shaped engaging piece which is inserted through an opening rectangularly formed in the side plate of the semicircularly curved plate, in such a manner as to pass through the side plate, and which houses the rod-like member orthogonal to the unidirectionally elongated rod-like member; and a wedge piece which is driven into a gap between the U-shaped engaging piece and an inward bent piece formed at the lower end of the side plate of the semicircularly-curved plate. The width of the opening, which is formed in the semicircularly-curved plate, is set greater than that of the U-shaped engaging piece. Many engaging recesses, which can accept an edge of the U-shaped engaging piece at an arbitrary angle by turning the U-shaped engaging piece in the range of a predetermined positive or negative angle with respective to the axial directions of the rod-like members orthogonal to each other, are engraved at the upper edge of the opening. <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構造、特に前記簡易建物の骨組みの肩部において、水平方向に延びる桁材と垂直方向からやや傾斜するアーチ材とを交差角を微妙に調整して接合する十字接手の構造に関するものである。   The present invention relates to a frame structure of a simple building such as a greenhouse, a cherry house, a livestock barn, an insect repellent house for outdoor vegetables, and in particular, in the shoulder of the frame of the simple building, a timber material extending in the horizontal direction and an arch material slightly inclined from the vertical direction It is related to the structure of a cross joint that joins together by adjusting the crossing angle slightly.

本発明者は、前記簡易建物の骨組み構造について別途、簡易建物の骨組み構造を極めて特異の構造とすることで、従来簡易建物の骨組みとして使用していた炭素鋼製パイプ材料の使用総量を重量ベースで削減すること、及び、基礎工事自体を不要とするとともに組立作業を簡略化すること、によって建設コストを大幅に低減しつつ、高強度の簡易建物の骨組み構造を提供することを目的として、複数本の湾曲部材が棟木部接手によって平面視X字状正面視アーチ状に接合された骨組みユニットを1単位とする複数単位からなるアーチ材と、前記棟木部接手によって前記アーチ材の頂部において該アーチ材に接合された棟木材と、肩部接手によって前記アーチ材の肩部において該アーチ材に接合された桁材と、からなる簡易建物の骨組み構造において、前記アーチ材は、隣り合う前記骨組みユニットの前記湾曲部材同士が、前記棟木材と前記桁材との間においてX字状に交差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簡易建物の骨組み構造を提案する者である。
特願2006−147473号
The inventor separately uses the total amount of the carbon steel pipe material that has been used as the framework of a simple building in the past by making the framework structure of the simple building a very unique structure for the framework structure of the simple building. In order to provide a high-strength simplified building framework structure, the construction cost can be greatly reduced by eliminating the foundation work itself and simplifying the assembly work. An arch material composed of a plurality of units each including a frame unit in which a curved member of a book is joined in a plan view X-shaped front arch shape by a purlin joint, and the arch at the top of the arch material by the purlin joint In the framework structure of a simple building comprising a ridge wood joined to a material and a girder joined to the arch material at the shoulder of the arch material by a shoulder joint The arch material is arranged so that the curved members of the adjacent skeleton units intersect in an X shape between the ridge wood and the girder, and a lower end portion thereof is inserted into the soil. It is a person who proposes the framework structure of a simple building.
Japanese Patent Application No. 2006-147473

前述の十字状に交差する棒状部材を交差角を微妙に調整して接合する接手としては、図7に示される、一対の持受け体と、一対の抱込み体とからなり、前記持受け体は円形状の平板部と、そのあい対する両端から内方に向けて屈曲する蟻溝形挾持部とで形成され、前記平板部にはその仮想回動中心をもって画かれる円弧の直径方向の一端に、円周方向に並ぶ多数の受孔があけられ、他端には前記挾持部が形成された側に突起が設けられて、一対の持受体は、それぞれの突起が他の持受け体の受孔に相互に嵌入しうるように組み合わされ、前記抱込み体は骨材を抱込むための半筒形部と、その開口両端から側方向に突出し、前記持受体の挾持部に嵌入されるつば部とで形成されている骨材用連結金具が提案されている。
実公昭59−018172号公報
The joint for joining the rod-shaped members intersecting in the above-described cross shape with a fine adjustment of the crossing angle is composed of a pair of holding bodies and a pair of holding bodies shown in FIG. Is formed of a circular flat plate portion and a dovetail-shaped gripping portion that bends inward from both ends of the circular flat plate portion, and the flat plate portion has one end in the diametrical direction of an arc drawn with its virtual rotation center. A plurality of receiving holes arranged in the circumferential direction are opened, and the other end is provided with a protrusion on the side on which the holding portion is formed. The embedding body is combined so that it can be fitted into the receiving hole, and the embedding body protrudes in the lateral direction from both ends of the opening, and is inserted into the holding part of the retaining body. An aggregate fitting for an aggregate formed of a crucible portion has been proposed.
Japanese Utility Model Publication No. 59-018172

前記特許文献2に記載された十字接手は、交差角を微妙に調整して十字形に接合することができるものの、棒状部材と棒状部材の間に円形状の持受け体が2枚介在していて、2本の棒状部材を直接接触した状態で十字形に接合することができない。   Although the cross joint described in Patent Document 2 can be joined in a cross shape by finely adjusting the crossing angle, two circular support members are interposed between the rod-shaped member and the rod-shaped member. Thus, the two rod-like members cannot be joined in a cross shape in direct contact with each other.

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、交差角を微妙に調整して十字形に接合することができ、かつ、十字形に接合される2本の棒状部材を直接接触した状態で接合することができる十字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 disadvantages of the prior art, and can be joined in a cross shape by finely adjusting the crossing angle. An object of the present invention is to provide a cruciform joint capable of joining rod-like members in direct contact with each other.

請求項1に係る発明は、一方向に伸びる棒状部材を収容する半円形湾曲板と、 該半円形湾曲板の側板に矩形状に形成された開口部に側板を貫通して挿通され、前記一方向に伸びる棒状部材と直交する棒状部材を収容するU字状係合片と、 前記半円形湾曲板の側板下端に形成された内方折曲片と前記U字状係合片との間隙に打ち込まれる楔片とから構成される十字接手において、前記半円形湾曲板に形成された前記開口部の幅は、前記U字状係合片の幅より大きくされて、前記開口部の上縁には、前記U字状係合片の端縁を前記直交する棒状部材の軸方向と正または負の所定角度の範囲で回動して、任意の角度で受け入れ可能な係合凹部が刻設されていることをことを特徴としている。
請求項2に係る発明は、前記U字状係合片の上縁部には、前記一方向に伸びる棒状部材を受け入れる円弧状凹部が設けられていることを特徴としている。
The invention according to claim 1 is a semicircular curved plate that accommodates a bar-shaped member extending in one direction, and is inserted through the side plate through an opening formed in a rectangular shape on the side plate of the semicircular curved plate. A U-shaped engagement piece that accommodates a bar-shaped member orthogonal to the direction of the bar-shaped member, and a gap between the inwardly bent piece formed at the lower end of the side plate of the semicircular curved plate and the U-shaped engagement piece. In a cross joint composed of a wedge piece to be driven, the width of the opening formed in the semicircular curved plate is made larger than the width of the U-shaped engagement piece, and is formed on the upper edge of the opening. The U-shaped engagement piece has an engagement recess engraved at an arbitrary angle by rotating the edge of the U-shaped engagement piece within a range of a positive or negative angle with respect to the axial direction of the orthogonal bar-shaped member. It is characterized by that.
The invention according to claim 2 is characterized in that an arc-shaped recess for receiving the bar-shaped member extending in the one direction is provided at an upper edge of the U-shaped engagement piece.

本発明の請求項1に係るに十字接手は、交差角を微妙に調整して十字形に接合することができ、かつ、十字形に接合される2本の棒状部材を直接接触した状態で接合することができる。
また、請求項2に係る十字接手は、設定した交差角を安定して維持することができる。
The cruciform joint according to claim 1 of the present invention can be joined in a cruciform shape with a fine adjustment of the crossing angle, and the two rod-like members joined in a cruciform shape can be joined in direct contact with each other. can do.
Further, the cross joint according to claim 2 can stably maintain the set crossing angle.

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、棟木材とアーチ材を接合する3層交差管接手を示す図面、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7は、本発明に係る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は、従来の十字接手を示す図である。   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. 4 is a drawing showing a three-layer cross pipe joint that joins the ridge wood and the arch material, FIG. 5 is a diagram showing an X-shaped joint that joins the arch materials in an X shape, and FIG. 7 is related to the present invention. It is a figure which shows the cross joint which joins the arch material slightly inclined from the horizontal girder material and perpendicular | vertical. FIG. 7 is a view showing a conventional cross joint.

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 attachment plate 14 is fixed to the X-shaped connecting pipe 16, the leg 141 of the attachment plate 14 is brought into contact with the groove 134 of the semicircular curved plate 13 with the purlin 5 sandwiched therebetween, and the semicircular curved The board 13 is slid along the purlin 5 to join the purlin 5 and the frame 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十字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、棒状部材であるアーチ材3または端部アーチ材2を収容するU字状係合片34と、半円形湾曲板32の側板35下端に形成された内方折曲片37と鋼管パイプを抱持するU字状係合片34との間隙に打ち込まれる楔片38とから構成されている。
図6(a)を参照して、半円形湾曲板32に形成された矩形の開口部33の棟方向の幅は、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が多数刻設されている。
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 cross 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. A U-shaped engagement piece 34 that is inserted through the portion 33 and accommodates the arch member 3 or the end arch member 2 that is a rod-like member, and an inwardly bent piece 37 that is formed at the lower end of the side plate 35 of the semicircular curved plate 32. And a wedge piece 38 that is driven into a gap between the U-shaped engagement piece 34 that holds the steel pipe.
Referring to FIG. 6A, the width of the rectangular opening 33 formed in the semicircular curved plate 32 in the ridge direction is made larger than the width of the U-shaped engagement piece 34, and the opening 33 The upper edge is provided with a large number of engagement recesses 39 that are rotated at an end edge of the U-shaped engagement piece 34 within a range of ± 10 degrees with respect to the orthogonal direction and are received 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, and a frame with excellent strength is constructed. 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. 3層交差管接手を示す図面である。It is drawing which shows a three-layer cross pipe joint. 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. 本発明に係る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 horizontal girder which concerns on this invention, and the arch material slightly inclined from the perpendicular | vertical. 従来の交差角調整可能な十字接手を示す図であるIt is a figure which shows the conventional cross joint which can adjust crossing angle

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 (2)

一方向に伸びる棒状部材を収容する半円形湾曲板と、
該半円形湾曲板の側板に矩形状に形成された開口部に側板を貫通して挿通され、前記一方向に伸びる棒状部材と直交する棒状部材を収容するU字状係合片と、
前記半円形湾曲板の側板下端に形成された内方折曲片と前記U字状係合片との間隙に打ち込まれる楔片とから構成される十字接手において、
前記半円形湾曲板に形成された前記開口部の幅は、前記U字状係合片の幅より大きくされて、前記開口部の上縁には、前記U字状係合片の端縁を前記直交する棒状部材の軸方向と正または負の所定角度の範囲で回動して、任意の角度で受け入れ可能な係合凹部が刻設されていることをことを特徴とする十字接手。
A semicircular curved plate that accommodates a bar-like member extending in one direction;
A U-shaped engaging piece that is inserted through the side plate through an opening formed in a rectangular shape on the side plate of the semicircular curved plate and accommodates a bar-shaped member orthogonal to the bar-shaped member extending in one direction;
In the cross joint composed of an inwardly bent piece formed at the lower end of the side plate of the semicircular curved plate and a wedge piece driven into the gap between the U-shaped engagement piece,
The width of the opening formed in the semicircular curved plate is larger than the width of the U-shaped engagement piece, and the edge of the U-shaped engagement piece is provided on the upper edge of the opening. The cross joint is characterized in that an engagement concave portion that is rotated within a range of a positive or negative predetermined angle with respect to the axial direction of the orthogonal bar-shaped member and that can be received at an arbitrary angle is formed.
前記U字状係合片の上縁部には、前記一方向に伸びる棒状部材を受け入れる円弧状凹部が設けられていることを特徴とする請求項1に記載された十字接手。   The cross joint according to claim 1, wherein an arcuate recess for receiving the bar-like member extending in the one direction is provided at an upper edge of the U-shaped engagement piece.
JP2006147494A 2006-05-26 2006-05-26 Cross joint Active JP4761545B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102061748A (en) * 2010-11-30 2011-05-18 哈尔滨工业大学 High-strength concrete facade cross node constrained by steel mould containing steel reinforcement framework
JP2018033358A (en) * 2016-08-31 2018-03-08 徳農種苗株式会社 House structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102061748A (en) * 2010-11-30 2011-05-18 哈尔滨工业大学 High-strength concrete facade cross node constrained by steel mould containing steel reinforcement framework
CN102061748B (en) * 2010-11-30 2012-05-02 哈尔滨工业大学 High-strength concrete facade cross node constrained by steel mould containing steel reinforcement framework
JP2018033358A (en) * 2016-08-31 2018-03-08 徳農種苗株式会社 House structure

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