JP2005083017A - Roof - Google Patents

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JP2005083017A
JP2005083017A JP2003314493A JP2003314493A JP2005083017A JP 2005083017 A JP2005083017 A JP 2005083017A JP 2003314493 A JP2003314493 A JP 2003314493A JP 2003314493 A JP2003314493 A JP 2003314493A JP 2005083017 A JP2005083017 A JP 2005083017A
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rafter
girder
front frame
fitting portion
roof
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JP4046670B2 (en
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Hiroyuki Nakabachi
弘幸 中鉢
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Shin Nikkei Co Ltd
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Shin Nikkei Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To increase the maximum distance of a column from a building by installing the column at any position by using a same structural member even when a rafter is bent. <P>SOLUTION: This roof comprises a fixing tool 14. In the fixing tool, the bottom face of a front frame 4 is substantially positioned on the extension of the bottom face of an end rafter 1. An upper surface wall 3a fixed in contact with the lower surface of the end rafter is formed on a beam 3 and a male fitting part 3d having a projected curved surface of arc shape in cross section is formed on the lower part of the upper surface wall. A connection tool 13 having a female fitting part 13c with a recessed curved surface of a radius of curvature equal to the projected curved surface of the male fitting part of the beam is fixed to the upper end part of the column 2. After the male fitting part 3d of the beam is fitted to the female fitting part 13c and rotated around a common arc, the connection tool 13 is fixed to the beam 3. A first step is formed between the bottom face of the front frame and the end rafter, and a second step for supplementing the first step is formed in the upper surface wall of the beam. When the column is vertically installed on the rafter tip side, both steps are aligned with each other to overlap the front frame with a part of the beam. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、テラス、バルコニー、カーポート等に設置される屋根、とくに、垂木掛けと垂木と前枠の間に屋根材を固定し、支柱の上端部間に掛け渡した桁により前記垂木を支持する形態を有する屋根に関する。   The present invention is for roofs installed on terraces, balconies, carports, etc., in particular, roof materials are fixed between rafters and rafters and the front frame, and the rafters are supported by girders spanned between the upper ends of the columns. It relates to the roof which has the form to do.

図6にテラス用屋根について示すように、この種の屋根Rは、一般的に、複数本の垂木101が支柱102の上端部間に掛け渡した桁103により支持されている。この場合、支柱の立設位置は、図6に実線で示すように建物Hから最も離間された位置に設置され、従って、桁103は垂木101の先端部に接続されるのが通例であるが、地中埋設物の存在その他の理由で支柱を垂木先端に対応する位置に立設できない場合は、図6に鎖線で示すように支柱102´を建物B側に寄った位置に立設し、その場合は桁103´も垂木101の先端から建物側に寄った中間位置において垂木に接続される。   As shown for the terrace roof in FIG. 6, this type of roof R is generally supported by a girder 103 in which a plurality of rafters 101 are spanned between the upper ends of the columns 102. In this case, the upright position of the column is installed at a position farthest from the building H as indicated by a solid line in FIG. 6, and therefore the girder 103 is usually connected to the tip of the rafter 101. If the column cannot be erected at the position corresponding to the tip of the rafter due to the presence of underground objects or other reasons, the column 102 'is erected at the position close to the building B as shown by the chain line in FIG. In that case, the girder 103 ′ is also connected to the rafter at an intermediate position from the tip of the rafter 101 toward the building.

そして、従来は、支柱が建物から最も離間された位置(102 )に立設される場合も、中間位置(102')に立設される場合も、屋根の先端には透明アクリルパネル等の屋根材の下端縁を固定する前枠104が設けられている。   Conventionally, in the case where the column is erected at the position (102) farthest from the building or at the intermediate position (102 '), the roof is made of a transparent acrylic panel or the like at the tip of the roof. A front frame 104 is provided to fix the lower edge of the material.

図6の例のように垂木101が直線状のものである場合は、支柱102,102´の立設位置のいかんに関わらず桁103,103´の垂木及び支柱に対する接続角度が一定であるから、桁と垂木と支柱の接続に格別の困難性はない。   When the rafter 101 is linear as in the example of FIG. 6, the connection angle of the girders 103 and 103 ′ to the rafter and the strut is constant regardless of the standing position of the struts 102 and 102 ′. There is no particular difficulty in connecting the girders, rafters and columns.

しかしながら、屋根には、外観向上のために下端部近傍が湾曲されている垂木1を用いるものがある。この場合は、支柱立設位置によって、桁の垂木に対する接続角度又は桁の支柱に対する接続角度が変化するため、従来の桁の垂木及び支柱に対する接続構造をそのまま使用することができない。また、従来の屋根では、垂木に接続されている前枠が桁の垂木先端方向の移動を制限する形状を有しているため、支柱の建物からの最大離間距離がその前桁の存在により制約を受けていた。   However, some roofs use a rafter 1 whose bottom end is curved in order to improve the appearance. In this case, the connection angle of the girders to the rafters or the connection angle of the girders to the struts changes depending on the standing position of the struts. Therefore, the conventional connection structure of the rafters and struts of the girders cannot be used as they are. In addition, in the conventional roof, the front frame connected to the rafter has a shape that restricts the movement of the girder in the direction of the rafter tip, so the maximum separation distance of the column from the building is limited by the presence of the front girder. I was receiving.

また、従来の屋根には、材料節減のために、図7に例示するように、パネル105の下端縁を固定し、かつ、パネル上面から流出する雨水を受ける雨樋106を一体に有する前枠104´に支柱接続部104´aを備えることにより、前枠104で桁を兼ねるようにしたものが知られている。しかし、この場合は、垂木101の中間位置に支柱102´が接続される場合に、前枠104´とは別の桁103´を用意する必要があり、また、前枠104´も支柱接続部104´aを備えないものを要望されることから、全体としてコストアップになる問題があった。
なお、図7において、107は雨樋106から排水する縦樋である。
Further, in order to save material, the conventional roof has a front frame integrally fixing a bottom edge of the panel 105 and receiving a rain gutter 106 for receiving rainwater flowing out from the upper surface of the panel, as illustrated in FIG. It is known that the front frame 104 also serves as a girder by providing the column connecting portion 104′a on 104 ′. However, in this case, when the support column 102 ′ is connected to the intermediate position of the rafter 101, it is necessary to prepare a girder 103 ′ different from the front frame 104 ′. Since a device that does not include 104'a is desired, there is a problem that the cost increases as a whole.
In FIG. 7, 107 is a vertical gutter drained from the gutter 106.

本発明は、上記の点に鑑みてなされたものであり、第1の課題は、垂木と桁の新たな連結構造を用いることにより、垂木の下部が湾曲している場合でも同一の構成部材を用いて支柱を任意の位置に設置できるようにした屋根を提供することにある。   The present invention has been made in view of the above points, and the first problem is that a new connecting structure of a rafter and a girder is used, so that the same constituent member can be obtained even when the lower portion of the rafter is curved. The object of the present invention is to provide a roof that can be used to install a column at an arbitrary position.

第2の課題は、支柱の建物からの最大離間距離を従来よりも大きく取ることができるようにすることにある。   The second problem is to make it possible to make the maximum separation distance of the column from the building larger than before.

第3の課題は、垂木の湾曲に容易に対応できる連結構造を提供することにある。   A third problem is to provide a connection structure that can easily cope with the curvature of rafters.

第1の課題を解決するため、本発明による屋根は、前枠には底面が実質的に前記垂木の底面の延長上に存在するものを備え、桁には、前記垂木の下面に当接して固着される上壁を、その上壁の下方に横断面形状が円弧状の凸曲面を有する雄嵌合部を備え、支柱の上端部に、前記桁の雄嵌合部の凸曲面と等しい曲率半径を有する凹曲面を有する雌嵌合部を備えた連結具を固着するとともに、前記桁の雄嵌合部を前記雌嵌合部に嵌合させて前記両曲面に共通の円弧中心周りに回動された後に前記連結具と前記桁とを固定する締結具を備えたことを特徴としている(請求項1)。   In order to solve the first problem, a roof according to the present invention comprises a front frame having a bottom surface substantially extending on an extension of the bottom surface of the rafter, and a girder in contact with the bottom surface of the rafter. The upper wall to be fixed is provided with a male fitting portion having a convex curved surface having an arcuate cross section below the upper wall, and the upper end of the column has the same curvature as the convex curved surface of the male fitting portion of the girder. A connector having a female fitting portion having a concave curved surface having a radius is fixed, and the male fitting portion of the girder is fitted to the female fitting portion to rotate around a circular arc common to both curved surfaces. A fastener for fixing the connector and the beam after being moved is provided (claim 1).

第2の課題を解決するため、本発明による屋根は、前枠がその底面が垂木の下面から下方に若干突出して両面の間に第1の段差を形成するように取付けられ、桁の上面壁には第1の段差を補完する形状の第2の段差が形成されていることを特徴としている(請求項2)。   In order to solve the second problem, the roof according to the present invention is such that the front frame is attached such that the bottom surface of the roof slightly protrudes downward from the bottom surface of the rafter and forms a first step between the two surfaces. Is characterized in that a second step having a shape that complements the first step is formed (claim 2).

第3の課題を解決するため、本発明による屋根は、桁の雄嵌合部の背面側又は正面側にあり溝が形成されているとともに、連結具の雌嵌合部には凹曲面の円弧に沿って長軸を有する長孔が設けられ、締結具は、前記あり溝に頭部を摺動自在に嵌合されたボルトと、そのボルトの前記長孔に貫通された軸にねじ合わされるナットとからなることを特徴としている(請求項3)。   In order to solve the third problem, the roof according to the present invention has a groove on the back side or the front side of the male fitting portion of the girder, and a concave curved arc in the female fitting portion of the connector. Is provided with a long hole having a long axis, and the fastener is screwed onto a bolt that is slidably fitted to the dovetail groove and a shaft that passes through the long hole of the bolt. It is characterized by comprising a nut (claim 3).

請求項1の発明による屋根は、桁が垂木の下面に当接して固着される上壁を、その上壁の下方に横断面形状が円弧状の凸曲面を有する雄嵌合部を有し、支柱の上端部に桁の雄嵌合部の凸曲面と等しい曲率半径を有する凹曲面を有する雌嵌合部を備えた連結具を固着するとともに、前記桁の雄嵌合部を前記雌嵌合部に嵌合させて前記両曲面に共通の円弧中心周りに回動された後に連結具と桁とを固定する締結具を備えてあるので、支柱を所定位置に立設した後、垂木掛けを建物の所定高さに固定した屋根組みの垂木の下面に上壁を当接して固着した桁の雄嵌合部を前記支柱の上端部に固着してある連結具の抱持部の雌嵌合部に嵌合すると、支柱の立設位置に関わりなく、雄嵌合部及び雌嵌合部が共通な円弧中心回りに相対的に回動して安定した角度で嵌合され、締結具による桁と連結具の締結が可能になる。   The roof according to the invention of claim 1 has an upper wall to which the girder is fixed in contact with the lower surface of the rafter, and has a male fitting portion having a convex curved surface having a circular cross-sectional shape below the upper wall, A connector having a female fitting portion having a concave curved surface having a radius of curvature equal to the convex curved surface of the male fitting portion of the spar is fixed to the upper end portion of the column, and the male fitting portion of the spar is fitted to the female fitting. Since it has a fastener that fixes the connector and the girder after being fitted around the curved surface and rotated around the center of the arc common to both curved surfaces, The female fitting of the holding part of the coupling tool in which the male fitting part of the girder fixed to the lower surface of the rafter of the roofing rafter fixed to the predetermined height of the building is fixed to the upper end part of the column. When fitted to the part, the male fitting part and the female fitting part are relatively rotated around the common arc center and stabilized regardless of the standing position of the support column. It fitted in degrees, allowing the fastening of the girder the connecting member by fasteners.

請求項2の発明による屋根は、前枠の底面が垂木の下面から下方に若干突出して両面の間に第1の段差を形成するように取付けられ、桁の上面壁には第1の段差を補完する形状の第2の段差が形成されているので、桁が垂木の中間位置に接続される場合は、桁の上面壁の一側端部に第1の段差に等しい肉厚の安定材を介在されて、桁を堅固に垂木に接続することができる。また、桁を垂木の先端まで移動すると、その第2の段差に前枠の下面と垂木の下面の間の第1の段差を嵌合して前枠と桁を部分的に重ね合わせることができるため、支柱の建物からの最大離間距離を従来よりも大きくすることができる。   The roof according to the invention of claim 2 is attached so that the bottom surface of the front frame slightly protrudes downward from the bottom surface of the rafter to form a first step between both surfaces, and the first step is formed on the top wall of the girder. Since the second step of the shape to complement is formed, when the girder is connected to the middle position of the rafter, a thick stabilizer equal to the first step is placed on one side end of the upper surface wall of the girder. Intervened, the girder can be firmly connected to the rafter. When the girder is moved to the tip of the rafter, the first step between the lower surface of the front frame and the lower surface of the rafter can be fitted to the second step, and the front frame and the girder can be partially overlapped. Therefore, the maximum separation distance from the building of the support can be made larger than before.

請求項3の発明による屋根は、桁の雄嵌合部の背面側又は正面側にあり溝が形成され、連結具の雌嵌合部に凹曲面の円弧に沿って長軸を有する長孔が設けられ、締結具は前記あり溝に頭部を摺動自在に嵌合されたボルトと前記長孔に貫通されたボルトの軸にねじ合わされるナットとからなるので、締結具の桁及び連結具に対する装着、桁の垂木に対する接続位置に伴う桁と連結具の接続角度の変化に容易に対応することができる。   The roof according to the invention of claim 3 is provided with a groove on the back side or the front side of the male fitting portion of the girder, and a long hole having a long axis along the concave curved arc in the female fitting portion of the connector. The fastener includes a bolt that is slidably fitted to the head groove in the dovetail groove and a nut that is screwed to the shaft of the bolt that passes through the elongated hole. It is possible to easily cope with the change in the connection angle between the beam and the connecting tool according to the mounting position of the beam and the connection position of the beam to the rafter.

次に、本発明の実施の形態を図面に基づいて説明する。
図1は本発明による屋根の前枠と桁の断面形状を示す要部断面図、図2は図1のX−X線断面図、図3は支柱の上端部に取付けられる連結具と桁との接続構造を示す要部の分解斜視図、図4は支柱を垂木の中間位置に立設した場合における本発明による屋根の要部断面図、図5は支柱を垂木の先端位置に立設した場合における本発明による屋根の要部断面図である。
Next, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a cross-sectional view of a main part showing the cross-sectional shape of a front frame and a girder according to the present invention, FIG. 2 is a cross-sectional view taken along line XX of FIG. 1, and FIG. 4 is an exploded perspective view of the main part showing the connection structure of FIG. 4, FIG. 4 is a cross-sectional view of the main part of the roof according to the present invention when the column is erected at the middle position of the rafter, and FIG. It is principal part sectional drawing of the roof by this invention in a case.

図1及び図2において1は屋根の幅方向両端部に位置する垂木、すなわち、妻垂木であり、上端部付近に屋根材の一例としてのアクリルパネル(以下、単にパネルという。)の端縁を載せるパネル載置部1aを有する。4は前枠であり、垂木側の縦壁4aの上端部にパネル載置部4bを有し、縦壁4aの上端部付近からパネル載置部4bと反対側にほぼ横転U字形のパネル端縁を受ける受け溝4cを有し、縦壁4aの下端部から垂木1と反対側に湾曲L字形に形成された雨樋部4dを有し、その雨樋部の底壁の縦壁よりも垂木側に延長突出する突縁4eが形成されている。突縁4eは先端がL字状に屈曲されていて、その突縁に垂木1の長手方向端部が載置されるようにしてある。   1 and 2, reference numeral 1 denotes rafters positioned at both ends in the width direction of the roof, that is, tsum rafters, and an edge of an acrylic panel (hereinafter simply referred to as a panel) as an example of a roofing material is provided near the upper end. It has the panel mounting part 1a to mount. Reference numeral 4 denotes a front frame, which has a panel mounting portion 4b at the upper end of the vertical wall 4a on the rafter side, and has a substantially rollover U-shaped panel end from the vicinity of the upper end of the vertical wall 4a to the side opposite to the panel mounting portion 4b. It has a receiving groove 4c for receiving the edge, and has a rain gutter part 4d formed in a curved L-shape on the opposite side of the rafter 1 from the lower end of the vertical wall 4a, and is more than the vertical wall of the bottom wall of the gutter part A protruding edge 4e that extends and protrudes on the rafter side is formed. The protruding edge 4e is bent in an L shape at the tip, and the longitudinal end of the rafter 1 is placed on the protruding edge.

前枠4と垂木1との接続は、垂木の長手方向端部を前枠4の突縁4eに載置し、垂木の長手方向端面を前枠4の縦壁4aに当接し、横転L字形の連結金具Cの一辺を垂木1の端部に挿入してねじS1により固着し、連結金具Cの他辺を前枠の縦壁4aにねじS2より固着することにより接続されている。接続された状態で、垂木1の下面と前枠4の下面との間に後者が若干低くなる第1の段差st1が形成されるようになっている。   The connection between the front frame 4 and the rafter 1 is such that the longitudinal end of the rafter is placed on the protruding edge 4e of the front frame 4, the longitudinal end surface of the rafter is in contact with the vertical wall 4a of the front frame 4, and the rollover L-shape One side of the connecting bracket C is inserted into the end of the rafter 1 and fixed by a screw S1, and the other side of the connecting bracket C is connected to the vertical wall 4a of the front frame by a screw S2. In a connected state, a first step st1 is formed between the lower surface of the rafter 1 and the lower surface of the front frame 4 so that the latter is slightly lower.

図1の8は前枠4の長手方向端部に装着されて、雨樋4dの端面を密閉するキャップであり、雨樋4dの内周面に嵌合して密着される挿入部8aを有している。   Reference numeral 8 in FIG. 1 denotes a cap that is attached to the end of the front frame 4 in the longitudinal direction and seals the end surface of the rain gutter 4d. The cap 8 has an insertion portion 8a that fits into the inner peripheral surface of the gutter 4d. doing.

図2の1Eは中間の垂木であり、妻垂木1と同様に中空の各筒状に形成され、上端部両肩に妻垂木のパネル載置部1aと同一形状のパネル載置部1aEが設けられている。中間垂木1Eも横転L字形の連結金具CEを用いてねじS1,S2により前枠4に連結されている。
また、妻垂木及び中間垂木はいずれもその長手方向一端部が図示されていない既知の垂木掛けに連結され、長手方向他端部はこれを前枠4の突縁4eに載置されて前述のように連結金具Cにより結合される。
2E in FIG. 2 is an intermediate rafter, which is formed in a hollow cylindrical shape like the wife rafter 1, and is provided with a panel placement portion 1aE having the same shape as the panel placement portion 1a of the wife rafter on both upper shoulders. It has been. The intermediate rafter 1E is also connected to the front frame 4 by screws S1 and S2 using a rollover L-shaped connecting fitting CE.
Further, each of the wife rafter and the intermediate rafter is connected to a known rafter not shown in the longitudinal direction, and the other end in the longitudinal direction is placed on the projecting edge 4e of the front frame 4 as described above. As shown in FIG.

図1において3は各垂木の下面に結合される桁であり、筒状に形成され、図3にも示されているように、上面壁3aと、その上面壁の幅方向一端部と他端部付近から下方に延びる正面壁3b及び背面壁3cと、その正面壁及び背面壁の下端部間を連続し、かつ、断面形状が円弧をなす雄嵌合部3dとを有し、上面壁の背面壁の上端部を越えた位置まで延出する取付部3eを有している。上面壁3aは、その幅方向のほぼ中央から正面壁3b側の部分は背面壁側の部分よりも低くされて、前述された第1の段差st1と等しい高さの段差、すなわち、第1の段差st1を補完する形状を有する第2の段差st2が形成されている。また、桁3の雄嵌合部の背面側部分には桁の長手方向に連続するあり溝3fが形成され、さらに雄嵌合部の正面側の上端部に停止部3gが形成されている。   In FIG. 1, 3 is a girder coupled to the lower surface of each rafter, and is formed in a cylindrical shape. As shown in FIG. 3, the upper surface wall 3a and one end and the other end in the width direction of the upper surface wall A front wall 3b and a back wall 3c that extend downward from the vicinity of the portion, and a male fitting portion 3d that is continuous between the lower end portions of the front wall and the back wall and has a circular cross section, There is a mounting portion 3e extending to a position beyond the upper end of the back wall. The upper surface wall 3a has a step on the side of the front wall 3b from substantially the center in the width direction lower than the portion on the rear wall side, ie, a step having the same height as the first step st1 described above, that is, the first step A second step st2 having a shape that complements the step st1 is formed. Further, a dovetail groove 3f continuous in the longitudinal direction of the girder is formed in the rear side portion of the male fitting portion of the girder 3, and a stop portion 3g is formed in the upper end portion on the front side of the male fitting portion.

このあり溝3fには後述される締結具14を構成するボルト14aとナット14cのうち、ボルト14aの頭部を長手方向端部から挿入することができる。そのボルトの軸はあり溝から外側に突出し、その先端にワッシャ14bを挿通した後、ナット14cをねじ込むことができる。   Of the bolts 14a and nuts 14c constituting the fastener 14 described later, the head of the bolt 14a can be inserted into the dovetail groove 3f from the end in the longitudinal direction. The shaft of the bolt protrudes outward from the dovetail groove, and the nut 14c can be screwed after the washer 14b is inserted into the tip.

上記構造の桁3は、妻垂木1に対しては、図1及び図2に示すように、上面壁3aを垂木1の下面に当接し、取付部3eに設けてある孔(不図示)に貫通したボルト9の軸を垂木1の突縁1bに装着した支持金具10に貫通し、これにナット11をねじ込むことにより、垂木に結合されている。
そして、桁3を図4に示すように前枠4から離間させた時は、第2の段差st2に、すなわち、桁3の上面壁と垂木1の下面との間の隙間にその段差と等しい肉厚の安定板12を介在させて、桁3の垂木1に対する当接状態を安定化させることができる。また、桁3を図5に示すように前枠4方向に移動したときは、その第2の段差st2に前枠4の突縁4e及び雨樋4dの底面を嵌合して、桁3と前枠4の一部を重ね合わせることが可能である。
As shown in FIGS. 1 and 2, the girder 3 having the above structure is in contact with the lower surface of the rafter 1 and a hole (not shown) provided in the attachment portion 3 e as shown in FIGS. 1 and 2. The shaft of the penetrating bolt 9 is passed through the support fitting 10 attached to the protruding edge 1b of the rafter 1, and the nut 11 is screwed into the support fitting 10, thereby being coupled to the rafter.
When the girder 3 is separated from the front frame 4 as shown in FIG. 4, the step is equal to the second step st <b> 2, that is, the gap between the upper surface wall of the girder 3 and the lower surface of the rafter 1. The contact state of the girder 3 against the rafter 1 can be stabilized by interposing the thick stabilizer 12. When the girder 3 is moved in the direction of the front frame 4 as shown in FIG. 5, the projecting edge 4e of the front frame 4 and the bottom surface of the gutter 4d are fitted to the second step st2, and the girder 3 and Part of the front frame 4 can be overlapped.

一方、本発明においては、図3に示すように、支柱2の上端部に連結具13が固着されている。この連結具13は、座板13aと、その座板から下方に延びて、支柱2の上端部からその中空部に挿入されて固定される固定部13bと、座板の上面に円弧面に沿って上方に突出する一対の矩形曲面板13c1 ,13c2 からなる雌嵌合部13cとを一体に有している。固定部13bには支柱の上端部側面に貫通される止めねじ15をねじ込むためのねじ孔13dが設けられている。また、雌嵌合部13cの凹曲面の曲率半径は桁3の雄嵌合部3dの凸曲面の曲率半径と等しくされている。さらに、背面側(建物側)の矩形円弧板13c2 には、縦方向に長軸を有する長孔13eが形成されている。 On the other hand, in the present invention, as shown in FIG. 3, the connector 13 is fixed to the upper end portion of the column 2. The connector 13 includes a seat plate 13a, a fixed portion 13b that extends downward from the seat plate, is inserted into the hollow portion from the upper end portion of the support column 2 and is fixed, and an upper surface of the seat plate along the arc surface. And a female fitting portion 13c composed of a pair of rectangular curved plates 13c 1 and 13c 2 protruding upward. The fixing portion 13b is provided with a screw hole 13d for screwing a set screw 15 penetrating the upper end side surface of the support column. Further, the radius of curvature of the concave curved surface of the female fitting portion 13 c is equal to the radius of curvature of the convex curved surface of the male fitting portion 3 d of the girder 3. Further, the rectangular arc plate 13c 2 of the rear side (the building side), the long hole 13e in the longitudinal direction having a major axis are formed.

図2において20はパネル5が垂木掛け、各垂木及び前枠のパネル載置部に周縁が嵌合載置されたパネル5を押さえるパネル押さえであり、各垂木の上面に形成されているねじ受け溝1cに各パネル押さえを貫通したねじ21をねじ込むことにより固定されている。   In FIG. 2, reference numeral 20 denotes a panel retainer for pressing the panel 5 in which the panel 5 is a rafter, and the periphery of each rafter and the front frame is placed on the panel placement portion. It is fixed by screwing a screw 21 penetrating each panel press into the groove 1c.

上記の構成を有する屋根を、図4に示すように妻垂木1の先端から建物側に寄った位置に取付けた桁3を支柱2により支持する場合は、垂木掛けにおいて建物に固定された屋根の妻垂木の支柱の上方に位置する部分に桁3を、その取付部3e及び指示金具10に貫通したボルト9にナット11をねじ込むことにより固定する。この場合、桁3の第2段差に安定板12を介在させる。続いて、まだ大地に植設されていない支柱2の上端部を桁3に接近して、連結具13の雌嵌合部13cに桁3の雄嵌合部3dを嵌合し、桁3のあり溝3fに装着しておいた締結具のボルト14aの軸を連結具13の矩形曲面板13c2 の長孔13eに貫通し、矩形曲面板13c2 から突出したボルト14aの軸にナット14acを軽く締め付ける。続いて、その状態で支柱2を垂直状態にする。その場合、雄嵌合部3dと雌嵌合部13cが曲面対偶して円弧中心回りに回動自在であるので、支柱を容易に垂直状態にすることができる。そして、締結具のナット14cを完全に締め付けることにより、妻垂木1と桁3と支柱2が相互に結合される。支柱2はその下端部がスラブ又は大地に設けられた孔に植設される。 When the girder 3 attached to the position of the roof rafter 1 on the building side as shown in FIG. 4 is supported by the column 2 as shown in FIG. The girder 3 is fixed to a portion positioned above the support rafters, and a nut 11 is screwed into a bolt 9 penetrating the mounting portion 3e and the indicator fitting 10. In this case, the stabilizer 12 is interposed in the second step of the beam 3. Subsequently, the upper end portion of the column 2 that has not yet been planted on the ground is brought close to the girder 3, and the male fitting portion 3 d of the girder 3 is fitted to the female fitting portion 13 c of the connector 13. There the axis of the bolt 14a of the fastener which has been fitted in the groove 3f penetrating the long hole 13e of the rectangular curved plate 13c 2 of the connector 13, the nut 14ac to the axis of the protruding bolt 14a from the rectangular curved plate 13c 2 Tighten lightly. Then, the support | pillar 2 is made into a perpendicular state in the state. In that case, since the male fitting portion 3d and the female fitting portion 13c are curved and can be turned around the center of the arc, the column can be easily brought into a vertical state. Then, by completely tightening the nut 14c of the fastener, the wife rafter 1, the girder 3, and the support column 2 are coupled to each other. The support column 2 is planted in a hole having a lower end portion provided in the slab or the ground.

桁3はその雄嵌合部3dを連結具13の雌嵌合部13cに嵌合した状態で、それらの円弧中心回りに回動して、ボルト14aの軸が長孔13eの両端部で停止されるまで回動することができる。ボルトの軸が長孔の下端部で停止された時は、雌嵌合部13cの正面側の矩形曲面板13c1 の先端部が雄嵌合部3dの停止部3gに当たって止められる。従って、桁3から連結具13に加わる力が正面側矩形曲面板13c1 と背面側矩形曲面板13c2 に分散される。これにより連結具の結合強度が増大されている。しかし、停止縁3gは必ずしも設けなくともよい。 The girder 3 rotates around the center of the arc in a state in which the male fitting portion 3d is fitted to the female fitting portion 13c of the coupler 13, and the shaft of the bolt 14a stops at both ends of the long hole 13e. Can be rotated until When the shaft of the bolt is stopped by the lower end portion of the elongated hole, the tip portion of the rectangular curved plate 13c 1 of the front side of the female fitting part 13c is stopped against the stop portion 3g of the male fitting portion 3d. Therefore, the force applied to the coupler 13 from the girder 3 is distributed to the front side rectangular curved plate 13c 1 and the back side rectangular curved plate 13c 2 . This increases the coupling strength of the coupler. However, the stop edge 3g is not necessarily provided.

次に、支柱2を図5に示すように建物からの離間距離が最大となる位置に立設する場合は、桁3を妻垂木1の先端部方向に、妻垂木1と前枠4の底面間の第1段差st1と桁3の上面壁の第2段差st2が合致当接する位置まで移動して、ボルトナット9,11により桁3を妻垂木1に固定する。この場合は、桁3と垂木の間に安定板が介在されないことはいうまでもない。次に、桁3に支柱2の上端部に結合された連結具13を接近し、その雌嵌合部13cに桁の雄嵌合部3dを嵌合し、ボルトナット9,11を仮止めした状態で支柱2を垂直にした後、ボルトナット9,11を本締めして桁と連結具都を結合する。そして、その支柱の下端部をスラブ又は大地に設けた孔の中に植設して固定する。   Next, when the column 2 is erected at a position where the separation distance from the building is maximized as shown in FIG. 5, the girder 3 is directed toward the distal end portion of the wife rafter 1 and the bottom surfaces of the wife rafter 1 and the front frame 4. The first step st1 between them and the second step st2 on the upper surface wall of the spar 3 are moved to a position where they coincide with each other and the spar 3 is fixed to the rafter 1 with bolts nuts 9 and 11. In this case, it goes without saying that no stabilizer is interposed between the girders 3 and the rafters. Next, the connecting tool 13 coupled to the upper end of the column 2 is brought close to the spar 3, the male fitting part 3d of the spar is fitted to the female fitting part 13c, and the bolt nuts 9 and 11 are temporarily fixed. After the support column 2 is made vertical in this state, the bolt nuts 9 and 11 are finally tightened to join the beam and the connecting tool. And the lower end part of the support | pillar is planted and fixed in the hole provided in the slab or the earth.

上記の実施の形態においては、妻垂木1の底面と前枠3の底面との間に第1の段差st1を、桁3の上面壁に第1の段差と合致する第2の段差st2が設けられているので、図5に示すように、桁3の一部を前枠4の一部と重ね合わせることが可能であり、そのため、支柱2の建物からの最大離間距離を前枠の建物側に寄った位置に桁が設けられる従来の屋根よりも100mm程度は大きく取ることができる。また、段差の合致により垂木1に固定されている桁3の前枠方向の移動が完全に阻止される効果も得られる。   In the above embodiment, the first step st <b> 1 is provided between the bottom surface of the wife rafter 1 and the bottom surface of the front frame 3, and the second step st <b> 2 that matches the first step is provided on the top wall of the girder 3. As shown in FIG. 5, it is possible to overlap a part of the girder 3 with a part of the front frame 4, so that the maximum separation distance of the column 2 from the building is the building side of the front frame. About 100 mm can be taken larger than the conventional roof in which a girder is provided at a position close to. Moreover, the effect of completely preventing the movement of the girder 3 fixed to the rafter 1 in the front frame direction due to the matching of the steps is obtained.

桁3のあり溝3f及び停止部3gは、垂木の勾配が許す限り、図1の例とは逆に、それぞれ桁の正面側及び背面側に設けることもできる。   The dovetail groove 3f and the stop 3g of the spar 3 can be provided on the front side and the back side of the spar, respectively, contrary to the example of FIG.

図4及び図5において、16,17は前枠4の雨樋から流下する雨水を地上に誘導するエルボ及び誘導樋である。   4 and 5, reference numerals 16 and 17 denote elbows and guide gutters that guide rain water flowing down from the gutters of the front frame 4 to the ground.

前枠の底面を妻垂木の底面に連続させるとともに、桁3の上面壁3aを段差のない平面にした場合も、桁3の一部を前枠4の一部と重ね合わせることが可能であるから、妻垂木1の底面と前枠3の底面との間に第1の段差と桁3の上面壁の第2の段差は、必須の構成ではない。   Even when the bottom surface of the front frame is made continuous with the bottom surface of the wife rafter, and the upper surface wall 3a of the girder 3 is a flat surface, a part of the girder 3 can be overlapped with a part of the front frame 4. Therefore, the first step and the second step on the upper surface wall of the girder 3 are not indispensable configurations between the bottom surface of the wife rafter 1 and the bottom surface of the front frame 3.

本発明による屋根の前枠と桁の断面形状を示す要部断面図。The principal part sectional drawing which shows the cross-sectional shape of the front frame and girder of the roof by this invention. 図1のX−X線断面図。XX sectional drawing of FIG. 支柱の上端部に取付けられる連結具と桁との接続構造を示す要部の分解斜視図。The disassembled perspective view of the principal part which shows the connection structure of the coupling tool attached to the upper end part of a support | pillar, and a girder. 支柱を垂木の中間位置に立設した場合における本発明による屋根の要部断面図。Sectional drawing of the principal part of the roof by this invention when a support | pillar is erected in the middle position of a rafter. 支柱を垂木の先端位置に立設した場合における本発明による屋根の要部断面図。Sectional drawing of the principal part of the roof by this invention when a support | pillar is erected in the front-end | tip position of a rafter. 一般的な屋根を示す側面図。The side view which shows a general roof. 従来の屋根における支柱位置の辺かに伴う問題点を説明する要部断面図。The principal part sectional drawing explaining the problem accompanying the side of the support | pillar position in the conventional roof.

符号の説明Explanation of symbols

1 妻垂木
2 支柱
3 桁
3a 上面壁
3d 雄嵌合部
3f あり溝
st2 第2段差
4 前枠
st1 第1段差
13 連結具
13c 雌嵌合部
DESCRIPTION OF SYMBOLS 1 Tsum rafter 2 support | pillar 3 digit 3a upper surface wall 3d male fitting part 3f dovetail groove st2 2nd level | step difference 4 front frame st1 1st level | step difference 13 coupling tool 13c female fitting part

Claims (3)

垂木掛けと垂木と前枠の間に屋根材を固定し、支柱の上端部に掛け渡した桁により前記垂木を支持する屋根において、
前記前枠には、底面が実質的に前記垂木の底面の延長上に存在するものを備え、
前記桁には、前記垂木の下面に当接して固着される上壁を、その上壁の下方に横断面形状が円弧状の凸曲面を有する雄嵌合部を備え、
前記支柱の上端部に、前記桁の雄嵌合部の凸曲面と等しい曲率半径を有する凹曲面を有する雌嵌合部を備えた連結具を固着するとともに、前記桁の雄嵌合部を前記雌嵌合部に嵌合させて前記両曲面に共通の円弧中心周りに回動された後に前記連結具と前記桁とを固定する締結具を備えたことを特徴とする屋根。
In the roof that supports the rafters by fixing the roofing material between the rafters and the rafters and the front frame, and supporting the rafters by the girders that span the upper ends of the columns,
The front frame includes a bottom surface substantially existing on an extension of the bottom surface of the rafter,
The girder is provided with a male fitting portion having an upper wall fixed in contact with the lower surface of the rafter, and having a convex curved surface having a circular cross-sectional shape below the upper wall,
A connector having a female fitting portion having a concave curved surface with a radius of curvature equal to the convex curved surface of the male fitting portion of the girder is fixed to the upper end portion of the column, and the male fitting portion of the girder is A roof provided with a fastener for fixing the coupling tool and the girder after being fitted to a female fitting portion and rotated about a common arc center for both curved surfaces.
前枠は、その底面が垂木の下面から下方に若干突出して両面の間に第1の段差を形成するように取付けられ、桁の上壁には前記第1の段差を補完する形状の第2の段差が形成されていることを特徴とする請求項1に記載の屋根。   The front frame is attached so that its bottom surface slightly protrudes downward from the bottom surface of the rafter and forms a first step between both surfaces, and a second wall having a shape that complements the first step on the upper wall of the girder. The roof according to claim 1, wherein a step is formed. 桁の雄嵌合部の背面側又は正面側にあり溝が形成されているとともに、連結具の雌嵌合部には凹曲面の円弧に沿って長軸を有する長孔が設けられ、締結具は、前記あり溝に頭部を摺動自在に嵌合されたボルトと、そのボルトの前記長孔に貫通された軸にねじ合わされるナットとからなることを特徴とする請求項1又は2に記載の屋根。
A groove is formed on the back side or the front side of the male fitting portion of the girder, and a long hole having a long axis is provided in the female fitting portion of the connector along the arc of the concave curved surface. 3. The method according to claim 1, further comprising: a bolt having a head slidably fitted in the dovetail groove; and a nut screwed onto a shaft penetrating the elongated hole of the bolt. The described roof.
JP2003314493A 2003-09-05 2003-09-05 roof Expired - Lifetime JP4046670B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008057214A (en) * 2006-08-31 2008-03-13 Shin Nikkei Co Ltd Roof
CN110528918A (en) * 2019-09-30 2019-12-03 黑龙江双兴医用净化工程有限公司 Operating room circular arc type modular assembly formula structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008057214A (en) * 2006-08-31 2008-03-13 Shin Nikkei Co Ltd Roof
JP4679473B2 (en) * 2006-08-31 2011-04-27 新日軽株式会社 roof
CN110528918A (en) * 2019-09-30 2019-12-03 黑龙江双兴医用净化工程有限公司 Operating room circular arc type modular assembly formula structure

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