JP6895191B1 - Shed building in river management facility or coastal conservation facility - Google Patents

Shed building in river management facility or coastal conservation facility Download PDF

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JP6895191B1
JP6895191B1 JP2020118616A JP2020118616A JP6895191B1 JP 6895191 B1 JP6895191 B1 JP 6895191B1 JP 2020118616 A JP2020118616 A JP 2020118616A JP 2020118616 A JP2020118616 A JP 2020118616A JP 6895191 B1 JP6895191 B1 JP 6895191B1
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beam member
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敬一 安本
敬一 安本
哲夫 千葉
哲夫 千葉
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【課題】河川管理施設又は海岸保全施設に設けられる新しい構造による上屋建物を提供する。【解決手段】河川管理施設又は海岸保全施設に設けられる上屋建物は、底面に固定されて立てられ且つ前面、後面、右側面及び左側面を含む四方を囲む壁面を形成するアルミニウム合金製のそれぞれ前面ユニット、後面ユニット、右側面ユニット及び左側面ユニットと、両端が対向する前面ユニット及び後面ユニットに固定され且つ当該対向する前面ユニットと後面ユニット間に延びて設置される、トラス構造部を有するアルミニウム合金製の複数の梁部材と、梁部材の上に設置される屋根部材とを備え、梁部材は、左側面ユニットの内面に沿って前面ユニットと後面ユニットの左上端部間を延びる第1の梁部材と、右側面ユニットの内面に沿って前面ユニットと後面ユニットの右上端部間を延びる第2の梁部材とを有する。【選択図】図1PROBLEM TO BE SOLVED: To provide a shed building having a new structure provided in a river management facility or a coastal conservation facility. SOLUTION: A roof building provided in a river management facility or a coastal conservation facility is made of an aluminum alloy which is fixed to a bottom surface and stands up and forms a wall surface surrounding all four sides including a front surface, a rear surface, a right side surface and a left side surface. Aluminum having a truss structure, which is fixed to the front unit, the rear unit, the right side unit and the left side unit, and the front unit and the rear unit whose ends face each other, and is installed extending between the facing front unit and the rear unit. A first combination of a plurality of alloy beam members and a roof member installed on the beam member, the beam member extending between the upper left end of the front unit and the rear unit along the inner surface of the left side unit. It has a beam member and a second beam member extending between the upper right end of the front unit and the rear unit along the inner surface of the right side unit. [Selection diagram] Fig. 1

Description

本発明は、建築構造物に関し、特に、河川管理施設又は海岸保全施設における水門、樋門、樋管又は堰の操作台等を収容する上屋建物に関する。 The present invention relates to a building structure, and more particularly to a roof building that houses a floodgate, a gutter gate, a gutter pipe, a weir operation table, etc. in a river management facility or a coastal conservation facility.

河川管理施設は、河川法に基づき設置されるダム、堰、頭首工、水門、樋門、樋管などのゲート施設や排水機場、揚水機場、浄化機場などのポンプ施設を備えており、また、海岸保全施設は、海岸法に基づき設置される堤防、護岸、水門・陸閘などの施設を有する。このうち、水門や樋門などのゲート施設は、上下動により水路を開閉するゲート(扉)を備え、一般的に、そのゲートの開閉を操作する操作装置などを収容する上屋建物がゲート上方に設置される(特許文献1乃至4)。 River management facilities are equipped with gate facilities such as dams, weirs, headworks, floodgates, gutter gates, and gutter pipes, and pump facilities such as drainage pump stations, pumping stations, and purification stations, which are installed based on the River Act. , Coastal conservation facilities include facilities such as embankments, revetments, floodgates and coupures installed based on the River Act. Of these, gate facilities such as floodgates and gutter gates are equipped with gates that open and close the waterways by moving up and down, and in general, the rooftop building that houses the operating devices that operate the opening and closing of the gates is above the gates. (Patent Documents 1 to 4).

上屋建物は、例えばコンクリート製の底床上に建てられる建築構造物であって、上述したように、ゲートを開閉する操作装置や、各種制御装置、さらに、施設を管理するための機材を収容するために用いられる。 A shed building is, for example, a building structure built on a concrete bottom floor, and as described above, houses an operation device for opening and closing a gate, various control devices, and equipment for managing the facility. Used for

図10は、上屋建物の組立施工手順を示す図である。上屋建物は、あらかじめ工場で生産したアルミニウム合金製の側壁部材(アルミユニット)を設置場所に搬入し(図10の施工手順4)、アルミユニットをクレーンで吊り上げ、上屋建物の側面として組立て据え付け設置する(図10の施工手順5、6、7)。そして、側壁部材の据え付け後に屋根部材を据え付ける(図10の施工手順8、9、10)。屋根についても、あらかじめ工場で生産された木製の屋根部材(木製ユニット)が設置場所に搬入され、組立作業者は、クレーンで吊り上げられた木製ユニットを所定位置に据え付けて組立作業を進め、屋根の取り付け後に、フレーム状の側壁部材に窓やパネルなどを取り付ける作業等を行い(図10の施工手順11)、組立てを完成させる。 FIG. 10 is a diagram showing an assembly construction procedure of a shed building. For the roof building, the aluminum alloy side wall members (aluminum unit) produced in advance at the factory are brought into the installation location (construction procedure 4 in FIG. 10), the aluminum unit is lifted by a crane, and assembled and installed as the side surface of the roof building. Install (construction procedures 5, 6 and 7 in FIG. 10). Then, after installing the side wall member, the roof member is installed (construction procedures 8, 9, and 10 in FIG. 10). As for the roof, wooden roof members (wooden units) produced in advance at the factory are brought into the installation location, and the assembly worker installs the wooden unit lifted by the crane at a predetermined position and proceeds with the assembly work to proceed with the assembly work. After the attachment, work such as attaching a window or a panel to the frame-shaped side wall member is performed (construction procedure 11 in FIG. 10) to complete the assembly.

特開2000−096541号公報Japanese Unexamined Patent Publication No. 2000-096541 登録実用新案第3123159号公報Registered Utility Model No. 3123159 登録実用新案第3083704号公報Registered Utility Model No. 3083704 登録実用新案第3024122号公報Registered Utility Model No. 3024122

この上屋建物の側壁部材は、構造体としてアルミニウム合金製のフレームを用いているため、鋼部材よりも軽量であり、施工全体を通して足場を組むことなく比較的短期間で省力化した組立て作業が可能であるが、鋼部材と比較して構造体としての強度が低いことから、その強度の範囲内の重量で屋根を形成するため、屋根部は軽量の木製ユニットを用いて、それを側壁部の上に載せて組立てられる。屋根部の木製ユニットは、対向する側壁間にわたされる長さを有する木製フレームであって、屋根部自体の強度を確保するため、高さ方向長さが1500mm程度の比較的大きなトラス構造を有するフレーム体であり、且つその木製ユニットを、例えば450mm程度の狭い間隔で多数並べて設置する。このような木製ユニットによる屋根部は、比較的軽量であるためアルミニウム合金製の側壁部の強度の範囲内で屋根を形成することができるが、屋根部の構造が複雑となり、また、屋根部自体に比較的大きな高さを要してしまうため、上屋建物の室内空間高さや開口部の広さが制限され、十分に確保できないという課題がある。そのため、上屋建物内に搬入及び設置される施設管理用機材・装置の大きさ・高さに制限を受ける場合がありうる。 Since the side wall members of this roof building use an aluminum alloy frame as the structure, they are lighter than steel members, and labor-saving assembly work can be done in a relatively short period of time without scaffolding throughout the construction. Although it is possible, since the strength of the structure is lower than that of the steel member, in order to form the roof with a weight within the range of the strength, the roof part uses a lightweight wooden unit, and the side wall part is used. It is assembled on top of it. The wooden unit of the roof is a wooden frame having a length that is passed between the facing side walls, and has a relatively large truss structure having a length in the height direction of about 1500 mm in order to secure the strength of the roof itself. It is a frame body, and a large number of wooden units thereof are installed side by side at narrow intervals of, for example, about 450 mm. Since the roof portion made of such a wooden unit is relatively lightweight, the roof can be formed within the strength of the side wall portion made of aluminum alloy, but the structure of the roof portion becomes complicated and the roof portion itself Since it requires a relatively large height, the height of the indoor space of the roof building and the size of the opening are limited, and there is a problem that it cannot be sufficiently secured. Therefore, there may be restrictions on the size and height of facility management equipment and devices that are carried in and installed in the shed building.

そこで、本発明の目的は、河川管理施設又は海岸保全施設に設けられる上屋建物において、新しい構造による上屋建物を提供することであって、特に、高い室内空間高さ及び広い有効開口を確保できる上屋建物を提供することにある。 Therefore, an object of the present invention is to provide a shed building having a new structure in a shed building provided in a river management facility or a coastal conservation facility, and in particular, to secure a high indoor space height and a wide effective opening. The purpose is to provide a shed building that can be used.

上記目的を達成するための本発明の上屋建物は、河川管理施設又は海岸保全施設に設けられる水門、樋門、樋管又は堰を含む所定設備を操作するための操作装置を収容する上屋建物において、底面に固定されて立てられ且つ前面、後面、右側面及び左側面を含む四方を囲む壁面を形成するアルミニウム合金製のそれぞれ前面ユニット、後面ユニット、右側面ユニット及び左側面ユニットと、両端が対向する前記前面ユニット及び前記後面ユニットに固定され且つ当該対向する前面ユニットと前記後面ユニット間に延びて設置される、トラス構造部を有するアルミニウム合金製の複数の梁部材と、前記梁部材の上に設置される屋根部材とを備え、前記梁部材は、前記左側面ユニットの内面に沿って前記前面ユニットと前記後面ユニットの左上端部間を延びる第1の梁部材と、前記右側面ユニットの内面に沿って前記前面ユニットと前記後面ユニットの右上端部間を延びる第2の梁部材とを有することを特徴とする。 The roof building of the present invention for achieving the above object is a roof that houses an operating device for operating a predetermined facility including a water gate, a gutter gate, a gutter pipe or a dam provided in a river management facility or a coastal conservation facility. In a building, aluminum alloy front unit, rear unit, right side unit and left side unit, which are fixed to the bottom surface and form a wall surface surrounding all four sides including the front, rear, right and left sides, and both ends. A plurality of beam members made of an aluminum alloy having a truss structure portion fixed to the front unit and the rear unit facing each other and extending between the facing front unit and the rear unit, and the beam members. The beam member includes a roof member installed above, and the beam member includes a first beam member extending between the front unit and the upper left end of the rear unit along the inner surface of the left surface unit, and the right surface unit. It is characterized by having a second beam member extending between the front unit and the upper right end portion of the rear unit along the inner surface of the.

上記本発明の上屋建物は、好ましくは、さらに以下の特徴事項を備える。すなわち、前記梁部材は、アルミニウム合金製のフレームと、当該フレーム内にアルミニウム合金製の平板片により形成される前記トラス構造部とを有する。前記梁部材の前記フレームは、その上辺が前記屋根材の傾斜に沿って傾斜している。前記梁部材は、さらに、前記第1の梁部材と前記第2の梁部材との間で前記前面ユニットと前記後面ユニットの上端部間を延びる第3の梁部材を有する。前記第1の梁部材と前記第2の梁部材の間隔は1500mm〜2000mmである。前記第1の梁部材と前記第3の梁部材の間隔または前記第2の梁部材と前記第3の梁部材の間隔は1500mm〜2000mmである。前記梁部材の高さ方向長さは400mmより短い。前記屋根部材は垂木と折版を有してなり、前記梁部材間に前記垂木がわたされ、前記垂木の上に前記折版が設置される。前記垂木は、2つのアルミニウム合金製山形部材であり、前記山形部材の一方は前記折版屋根材に固定され、他方は前記梁部材に固定され、さらに、2つの前記山形部材はそれぞれの片面同士が重ね合わせられて固定される。前記前面ユニット、前記後面ユニット、前記左側面ユニット及び前記右側面ユニットの高さ方向長さは3000mm以上である。 The shed building of the present invention preferably further includes the following features. That is, the beam member has a frame made of an aluminum alloy and the truss structure portion formed of a flat plate piece made of an aluminum alloy in the frame. The upper side of the frame of the beam member is inclined along the inclination of the roofing material. The beam member further has a third beam member extending between the first beam member and the second beam member between the upper end portions of the front surface unit and the rear surface unit. The distance between the first beam member and the second beam member is 1500 mm to 2000 mm. The distance between the first beam member and the third beam member or the distance between the second beam member and the third beam member is 1500 mm to 2000 mm. The length of the beam member in the height direction is shorter than 400 mm. The roof member has a rafter and a folded plate, the rafter is passed between the beam members, and the folded plate is installed on the rafter. The rafters are two aluminum alloy chevron members, one of which is fixed to the folded roofing material and the other of which is fixed to the beam member, and the two chevron members are fixed to each other on one side of each other. Are overlapped and fixed. The length of the front unit, the rear unit, the left side unit, and the right side unit in the height direction is 3000 mm or more.

本発明により、河川管理施設又は海岸保全施設に設けられる上屋建物において、アルミニウム合金製の梁部材を、構造部材として、対向する壁ユニット間を支持するように配置することで、壁ユニットの高さをより高くすることができ、上部空間が広がった内部空間を有する上屋建物が実現する。屋根構造もシンプルとなり、上屋建物の組立て施工の短期化、コスト削減を図ることができる。 According to the present invention, in a roof building provided in a river management facility or a coastal conservation facility, an aluminum alloy beam member is arranged as a structural member so as to support between facing wall units, thereby increasing the height of the wall unit. The height can be increased, and a rooftop building with an internal space with an expanded upper space is realized. The roof structure will also be simple, and it will be possible to shorten the time required for assembly and construction of the shed building and reduce costs.

本発明の実施の形態における上屋建物の全体構成を示す図である。It is a figure which shows the whole structure of the shed building in embodiment of this invention. 図1の上屋建物の構造体部分を示す図であり、折版による屋根が設置された状態を示す。It is a figure which shows the structural part of the shed building of FIG. 1, and shows the state which the roof by the folded plate is installed. 図1の上屋建物の構造体部分を示す図であり、折版による屋根が設置されていない状態を示す。It is a figure which shows the structural part of the shed building of FIG. 1, and shows the state which the roof by the folding plate is not installed. 図3の上屋建物の前面パネル全体を省略し、さらに背面パネル、右側面パネル、左側面パネルそれぞれの斜材を省略した図である。FIG. 3 is a diagram in which the entire front panel of the shed building in FIG. 3 is omitted, and the diagonal members of the back panel, the right side panel, and the left side panel are omitted. 梁部材20の構成例を示す図である。It is a figure which shows the structural example of the beam member 20. 梁部材20の別の構成例を示す図である。It is a figure which shows another structural example of the beam member 20. 本発明の実施の形態における上屋建物の小屋伏図である。It is a hut plan of a shed building in an embodiment of the present invention. 本発明の実施の形態における上屋建物の縦断面図(矩計図)である。It is a vertical sectional view (quadrature view) of the shed building in embodiment of this invention. 図8に示される領域Aの詳細であって、屋根部材30と梁部材20の取付構造を示す図である。It is the detail of the area A shown in FIG. 8, and is the figure which shows the mounting structure of the roof member 30 and the beam member 20. 上屋建物の組立施工手順を示す図である。It is a figure which shows the assembly construction procedure of a shed building.

以下、図面を参照して本発明の実施の形態について説明する。しかしながら、かかる実施の形態例が、本発明の技術的範囲を限定するものではない。本発明の実施の形態について、具体的な図に基づいて説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. However, such embodiments do not limit the technical scope of the invention. Embodiments of the present invention will be described with reference to specific figures.

本発明の上屋建物は、河川管理施設として設置される堰、頭首工、水門、樋門、樋管などのゲート施設や排水機場、揚水機場、浄化機場などのポンプ施設、さらには、海岸保全施設として設置される堤防、護岸、水門、陸閘などの施設を管理するため、それらの施設に付随して建設される建築構造物であり、特に、水門や樋門などのゲート施設における上屋建物は、上下動により水路を開閉するゲート(扉)の開閉を操作する操作装置などを収容するように、ゲートに付随して設置される。上屋建物は、施設内のコンクリート床上に固定されて建てられ、ゲートを開閉する操作装置や、各種制御装置、さらに、施設を管理するためのさまざまな機材を収容する。また、施設を管理する作業者の待機所としても利用される。 The roof building of the present invention includes gate facilities such as weirs, headworks, floodgates, sluices, and pipes installed as river management facilities, pump facilities such as drainage pump stations, pumping stations, and purification plants, and coasts. It is a building structure that is constructed alongside the facilities such as embankments, sluices, floodgates, and land locks that are installed as conservation facilities, especially in gate facilities such as floodgates and gutters. The building is installed alongside the gate so as to accommodate an operating device that operates the opening and closing of the gate (door) that opens and closes the water channel by moving up and down. The shed building is fixedly built on the concrete floor inside the facility, and houses operating devices that open and close the gate, various control devices, and various equipment for managing the facility. It is also used as a waiting area for workers who manage the facility.

図1は、本発明の実施の形態における上屋建物の全体構成を示す図である。図2及び図3は、図1の上屋建物の構造体部分を示す図であり、図2は折版による屋根が設置された状態を示し、図3は折版による屋根が設置されていない状態を示す。図4は、図3の上屋建物の前面ユニット全体を省略し、さらに背面ユニット、右側面ユニット、左側面ユニットそれぞれの補強用斜材を省略した図である。 FIG. 1 is a diagram showing an overall configuration of a shed building according to an embodiment of the present invention. 2 and 3 are views showing the structural portion of the shed building of FIG. 1, FIG. 2 shows a state in which a roof made of a folded plate is installed, and FIG. 3 shows a state in which a roof made of a folded plate is not installed. Indicates the state. FIG. 4 is a diagram in which the entire front unit of the shed building in FIG. 3 is omitted, and the reinforcing diagonal members of the rear unit, the right side unit, and the left side unit are omitted.

上屋建物1は、底面2に固定されて立てられ且つ前面、後面、右側面及び左側面を含む四方を囲む壁面を形成するアルミニウム合金製のそれぞれ前面ユニット12、後面ユニット14、右側面ユニット16及び左側面ユニット18を備える。なお、前面ユニット12、後面ユニット14、右側面ユニット16及び左側面ユニット18を総称して壁ユニット10と称する。壁ユニット10は、基準サイズのアルミニウム合金製フレーム体を複数接続固定した壁パネルであり、各フレーム体は、補強用斜材、窓パネル、アルミニウム合金製の平板パネルなどを取り付け外壁を構成する。 The shed building 1 is an aluminum alloy front unit 12, a rear unit 14, and a right side unit 16 which are fixed to the bottom surface 2 and form wall surfaces surrounding the front surface, the rear surface, the right side surface, and the left side surface, respectively. And the left side unit 18. The front unit 12, the rear unit 14, the right side unit 16 and the left side unit 18 are collectively referred to as a wall unit 10. The wall unit 10 is a wall panel in which a plurality of standard-sized aluminum alloy frame bodies are connected and fixed, and each frame body is formed by attaching a reinforcing diagonal member, a window panel, an aluminum alloy flat plate panel, or the like to form an outer wall.

さらに、上屋建物1は、トラス構造部を有するアルミニウム合金製の複数の梁部材20を有し、複数の梁部材20は、上屋建物1の構造部材として、対向する前面ユニット12及び後面ユニット14にその両端が固定され且つ当該対向する前面ユニット12と後面ユニット14間に延びて設置される。梁部材20は、右側面ユニット16の内面に沿って前面ユニット12と後面ユニット14の右上端部間を延びる第1の梁部材20−1と、左側面ユニット18の内面に沿って前面ユニット12と後面ユニット14の左上端部間を延びる第2の梁部材20−2と、第1の梁部材20−1と第2の梁部材20−2との間の中間位置で前面ユニット12と後面ユニット14の上端部間を延びる第3の梁部材20−3を有する。中間に配置される第3の梁部材20−3は、上屋建物1の幅長さに対応して必要に応じて設けられ、上屋建物1の設計寸法上設けられない場合若しくは複数本設けられる場合がありうる。梁部材20は、後述するように、アルミニウム合金製のフレームと、当該フレーム内にアルミニウム合金製の平板片により連続する三角形状部を形成するトラス構造部(若しくはラチス構造部とも称する)とを有して構成され、梁部材20のフレームは、その上辺が屋根の傾斜に沿って傾斜して形成される。梁部材20は、トラス構造部を有するいわゆるラチス梁である。トラス構造部では、フレーム内に斜めに配置されるアルミニウム合金製の斜材(平板片)が連続する三角形又は山形の形状を形成する。トラス構造部は、アルミニウム合金製の斜材がフレームに直接取り付けられて固定される形態や、該斜材が所定の接続部材を介してフレームに取り付けられる形態などさまざまな取り付け形態を含む。 Further, the shed building 1 has a plurality of beam members 20 made of an aluminum alloy having a truss structure portion, and the plurality of beam members 20 serve as structural members of the shed building 1 and face each other as a front unit 12 and a rear unit. Both ends thereof are fixed to 14, and the front unit 12 and the rear unit 14 that face each other are extended and installed. The beam member 20 includes a first beam member 20-1 extending between the front unit 12 and the upper right end of the rear unit 14 along the inner surface of the right side unit 16, and the front unit 12 along the inner surface of the left side unit 18. And the front unit 12 and the rear surface at an intermediate position between the second beam member 20-2 extending between the upper left end portion of the rear surface unit 14 and the first beam member 20-1 and the second beam member 20-2. It has a third beam member 20-3 extending between the upper ends of the unit 14. The third beam member 20-3 arranged in the middle is provided as needed according to the width and length of the shed building 1, and if it is not provided due to the design dimensions of the shed building 1, or a plurality of the third beam members 20-3 are provided. It may be possible. As will be described later, the beam member 20 has a frame made of an aluminum alloy and a truss structure portion (also referred to as a lattice structure portion) that forms a continuous triangular portion by flat pieces made of an aluminum alloy in the frame. The frame of the beam member 20 is formed so that its upper side is inclined along the inclination of the roof. The beam member 20 is a so-called lattice beam having a truss structure portion. In the truss structure, diagonal members (flat plates) made of aluminum alloy, which are diagonally arranged in the frame, form a continuous triangular or chevron shape. The truss structure includes various mounting forms such as a form in which an aluminum alloy diagonal member is directly attached to the frame and fixed, and a form in which the diagonal member is attached to the frame via a predetermined connecting member.

そして、上屋建物1は、梁部材20の上に設置される屋根部材30とを備え、屋根部材30は、梁部材20間にわたされて配置される垂木32と、当該垂木32上に設置される折版34とを備える。垂木32は、断面アングル形状(山形形状)のアルミニウム合金製長尺部材であり、折版34は、例えばガルバリウム鋼板(登録商標)の金属屋根材である。 The shed building 1 includes a roof member 30 installed on the beam member 20, and the roof member 30 is installed on the rafter 32 arranged between the beam members 20 and the rafter 32. It is provided with a folded plate 34 to be used. The rafter 32 is a long member made of an aluminum alloy having an angled cross section (mountain shape), and the folded plate 34 is, for example, a metal roofing material of a galvalume steel plate (registered trademark).

本発明の実施の形態における上屋建物1では、上述の通り、アルミニウム合金製の梁部材20を構造部材として用い、壁ユニット10の内側に収まるように配置される。それゆえに、アルミニウム合金製の壁ユニット10の高さを高くすることができる。すなわち、従来のように、梁部材を用いずに、屋根部材として比較的高さのある木製ユニットを載置する構成ではなく、壁ユニット10の内側にアルミニウム合金製の梁部材20を構造部材として配置する構成としたので、壁ユニット10の高さを従来よりも高くとることができるようになり、さらに、アルミニウム合金製の梁部材20は、その高さ方向長さがおよそ400mmより短く(好ましくは200mm〜300mm程度)程度と短く、その配置間隔がおよそ1500mm〜1800mm程度と広いため、上屋建物1の利用可能な内部空間をその高さ方向に拡張することができ、また、その間口(有効開口)を広げることもできる。具体的には、アルミニウム合金製の壁ユニット10の高さを、同一の強度において、従来の2500mm程度の高さから少なくとも3000mm程度若しくはそれより高い長さにまで伸ばすことができ、室内空間及び有効開口が拡張される。また、従来の高さのある木製ユニットを屋根部材として用いずに、垂木と折版による比較的薄いシンプルな屋根構造とすること、屋根部材の重量や上屋建物全体の高さも抑えられる。そして、上屋建物の組立て施工の短期化、コスト削減を図ることができる。 In the shed building 1 according to the embodiment of the present invention, as described above, the beam member 20 made of an aluminum alloy is used as a structural member and is arranged so as to fit inside the wall unit 10. Therefore, the height of the wall unit 10 made of aluminum alloy can be increased. That is, unlike the conventional configuration in which a relatively tall wooden unit is placed as a roof member without using a beam member, an aluminum alloy beam member 20 is used as a structural member inside the wall unit 10. Since the wall unit 10 is arranged, the height of the wall unit 10 can be made higher than before, and the beam member 20 made of aluminum alloy has a length in the height direction shorter than about 400 mm (preferably). Is as short as about 200 mm to 300 mm, and the spacing between them is as wide as about 1500 mm to 1800 mm, so the available internal space of the roof building 1 can be expanded in the height direction, and the frontage (the frontage). The effective opening) can also be widened. Specifically, the height of the wall unit 10 made of aluminum alloy can be extended from the conventional height of about 2500 mm to a length of at least about 3000 mm or higher at the same strength, which is effective for indoor space. The opening is expanded. In addition, instead of using a conventional tall wooden unit as a roof member, a relatively thin and simple roof structure made of rafters and folded plates can be used, and the weight of the roof member and the height of the entire shed building can be suppressed. Then, it is possible to shorten the time required for assembling the shed building and reduce the cost.

図5は、梁部材20の構成を示す図であり、図5(a)は正面図、図5(b)は斜視図である。梁部材20は、断面アングル形状(山形形状)のアルミニウム合金製のフレーム22を2つ背中合わせに重ね合わされて形成され、さらに、その2つのフレーム22の間に、トラス構造部を形成するアルミニウム合金製の平板片24(厚さ3mm程度)を挟み込んだ構造を有する。フレーム22及び平板片24はボルトなどの固定手段により互いに固定される。梁部材20をアルミニウム合金製のトラス構造部とすることで、従来の木製ユニットによる強度と同等の強度を得るために、梁部材20の高さを400mmより短いおよそ200mm〜300mm程度に抑え、また、配置間隔を1500〜2000mm程度にまで広げることができる。 5A and 5B are views showing the configuration of the beam member 20, FIG. 5A is a front view, and FIG. 5B is a perspective view. The beam member 20 is formed by stacking two aluminum alloy frames 22 having an angled cross section (mountain shape) back to back, and further, an aluminum alloy frame 22 forming a truss structure between the two frames 22. It has a structure in which a flat plate piece 24 (thickness of about 3 mm) is sandwiched. The frame 22 and the flat plate piece 24 are fixed to each other by fixing means such as bolts. By making the beam member 20 a truss structure made of aluminum alloy, the height of the beam member 20 is suppressed to about 200 mm to 300 mm, which is shorter than 400 mm, in order to obtain the same strength as that of the conventional wooden unit. , The arrangement interval can be expanded to about 1500 to 2000 mm.

梁部材20のフレーム22は、その上辺が屋根の傾斜に沿って傾斜するように形成される。例えば、フレーム22の長さが3000mm〜4000mm程度において、一端側の高さは300mm程度、他端側の高さは240mm程度となる傾斜が設けられる。梁部材20の上に屋根部材30を載せることで、屋根の傾斜が形成される。 The frame 22 of the beam member 20 is formed so that its upper side is inclined along the inclination of the roof. For example, when the length of the frame 22 is about 3000 mm to 4000 mm, an inclination is provided such that the height on one end side is about 300 mm and the height on the other end side is about 240 mm. By placing the roof member 30 on the beam member 20, the slope of the roof is formed.

梁部材20は、対向する前面ユニット12及び後面ユニット14にその両端がボルトなどの固定手段で固定され、前面ユニット12と後面ユニット14間に延びて設置される。梁部材20は、少なくとも右側面ユニット16の内面に沿った前面ユニット12の右端位置と、左側面ユニット18の内面に沿った前面ユニット12の左端位置に設けられ、さらに、構造体として強度の確保の観点から必要に応じて左右両端の間の中間位置にも設置され、その設置間隔は、上述したように、例えば1500〜2000mm程度である。梁部材20の設置間隔が広く、横幅も細いため、梁部材20の設置間隔間の天井高さまで室内空間を活用することができ、従来よりも背の高い装置や設備を搬入・設置することができる。 Both ends of the beam member 20 are fixed to the facing front unit 12 and the rear unit 14 by fixing means such as bolts, and the beam member 20 is installed so as to extend between the front unit 12 and the rear unit 14. The beam member 20 is provided at least at the right end position of the front unit 12 along the inner surface of the right side unit 16 and the left end position of the front unit 12 along the inner surface of the left side unit 18, further ensuring the strength of the structure. From this point of view, it is also installed at an intermediate position between the left and right ends as needed, and the installation interval is, for example, about 1500 to 2000 mm as described above. Since the installation intervals of the beam members 20 are wide and the width is narrow, the indoor space can be utilized up to the ceiling height between the installation intervals of the beam members 20, and it is possible to carry in and install taller devices and equipment than before. it can.

図6は、梁部材20の別の構成例を示す図である。図6に示す梁部材20は、図5に示す梁部材20と比較して、トラス構造部が二重とされ、追加的なトラス構造部が反転した状態で平板片24により形成され、より強度の高い梁部材20が提供される。 FIG. 6 is a diagram showing another configuration example of the beam member 20. Compared to the beam member 20 shown in FIG. 5, the beam member 20 shown in FIG. 6 has a double truss structure portion and is formed by the flat plate piece 24 in a state where the additional truss structure portion is inverted, and has higher strength. High beam member 20 is provided.

図7は、本発明の実施の形態における上屋建物の小屋伏図である。梁部材20は、右側面ユニット16の内面に沿って前面ユニット12と後面ユニット14の右上端部間を延びる第1の梁部材20−1と、左側面ユニット18の内面に沿って前面ユニット12と後面ユニット14の左上端部間を延びる第2の梁部材20−2と、第1の梁部材20−1と第2の梁部材20−2との間の中間位置で前面ユニット12と後面ユニット14の上端部間を延びる複数の第3の梁部材20−3を有する。梁部材20は、およそ1700mm〜1800mmの間隔で配置される。 FIG. 7 is a shed plan of a shed building according to an embodiment of the present invention. The beam member 20 includes a first beam member 20-1 extending between the front unit 12 and the upper right end of the rear unit 14 along the inner surface of the right side unit 16, and the front unit 12 along the inner surface of the left side unit 18. And the front unit 12 and the rear surface at an intermediate position between the second beam member 20-2 extending between the upper left end portion of the rear surface unit 14 and the first beam member 20-1 and the second beam member 20-2. It has a plurality of third beam members 20-3 extending between the upper ends of the unit 14. The beam members 20 are arranged at intervals of approximately 1700 mm to 1800 mm.

図8は、本発明の実施の形態における上屋建物の縦断面図(矩計図)であり、図9は、図8に示される領域Aの詳細であって、屋根部材30と梁部材20の取付構造を示す図である。屋根部材30を構成する垂木32は、断面アングル形状(山形形状)の2つのアルミニウム合金製長尺部材32a、32bであって、折れ曲がり部分が直角の断面S字状となるようにそれぞれの片面同士を重ね合わせられる。重ね合わせられる面はボルトなどで固定される。また、垂木32である長尺部材32a、32bのもう一方の面は、それぞれ梁部材20のフレーム22及び折版34のタイトフレームにボルトなどの固定手段で固定される。この垂木32を介した固定により、折版34は、梁部材20上に載せられて設置される。図8には、壁ユニット10を支持するアルミニウム合金製の補強壁ユニットが示される。 FIG. 8 is a vertical cross-sectional view (quadrature diagram) of the shed building according to the embodiment of the present invention, and FIG. 9 is a detail of the area A shown in FIG. 8, in which the roof member 30 and the beam member 20 are shown. It is a figure which shows the mounting structure of. The rafters 32 constituting the roof member 30 are two long aluminum alloy members 32a and 32b having an angled cross section (mountain shape), and one side of each of the rafters 32 has a right-angled cross section S-shaped. Can be superimposed. The surfaces to be overlapped are fixed with bolts or the like. Further, the other surfaces of the long members 32a and 32b, which are the rafters 32, are fixed to the frame 22 of the beam member 20 and the tight frame of the folded plate 34 by fixing means such as bolts, respectively. By fixing via the rafters 32, the folded plate 34 is placed on the beam member 20 and installed. FIG. 8 shows a reinforcing wall unit made of aluminum alloy that supports the wall unit 10.

屋根部材30の設置については、垂木32の一方の長尺部材32aを梁部材20のフレーム22に取り付け、また、垂木32のもう一方の長尺部材32bを折版34に取り付けておき、屋根部材30を梁部材20に載せる際、長尺部材32bが取り付けられた状態の折版34をクレーンで吊り上げて長尺部材32aが取り付けられた状態のフレーム22上に載せ、長尺部材32a、32bの片面同士を合わせて固定する。なお、長尺部材32a、32bの片面同士の固定はボルトの取り外しにより解除可能であり、折版34の取り付け・取り外しが容易となり、例えば、組立て完了後において、建物内部に収容する装置や設備をクレーンで吊り上げて搬入・搬出する場合の作業も効率的に実施することができる。 Regarding the installation of the roof member 30, one long member 32a of the rafter 32 is attached to the frame 22 of the beam member 20, and the other long member 32b of the rafter 32 is attached to the folded plate 34 to attach the roof member. When the 30 is mounted on the beam member 20, the folded plate 34 with the long member 32b attached is lifted by a crane and placed on the frame 22 with the long member 32a attached, and the long members 32a and 32b are mounted. Fix one side together. The fixing of the long members 32a and 32b to each other can be released by removing the bolts, which makes it easy to attach / detach the folded plate 34. For example, after the assembly is completed, a device or equipment to be housed inside the building can be installed. The work of lifting with a crane and carrying in / out can also be carried out efficiently.

本発明の実施の形態における上屋建物は、図10に示した組立施工手順と実質的に同一である。すなわち、上屋建物1は、あらかじめ工場で生産したアルミニウム合金製の壁ユニット10、アルミニウム合金製の梁部材20、屋根部材30を設置場所に搬入し、壁ユニット10をクレーンで吊り上げ、上屋建物の側面として組立て据え付け設置する。そして、壁ユニット10の据え付け後に、梁部材20を取り付け、さらに屋根部材30を設置する。屋根の取り付け後に、仕上げ作業として壁ユニット10に窓やパネルなどを取り付ける外装材の取り付け作業等を行い、組立てを完成させる。本発明の上屋建物の建築組立てにおいて、足場の設置は不要である。 The shed building according to the embodiment of the present invention is substantially the same as the assembly construction procedure shown in FIG. That is, in the roof building 1, the aluminum alloy wall unit 10, the aluminum alloy beam member 20, and the roof member 30 produced in advance at the factory are brought into the installation location, the wall unit 10 is lifted by a crane, and the roof building 1 is used. Assemble, install and install as the side of. Then, after the wall unit 10 is installed, the beam member 20 is attached, and the roof member 30 is further installed. After the roof is attached, as a finishing work, an exterior material for attaching windows, panels, etc. to the wall unit 10 is attached to complete the assembly. In the construction assembly of the shed building of the present invention, it is not necessary to install scaffolding.

上述した上屋建物は、河川管理施設・海岸保全施設などに設けられる建築構造物に最適であるが、例えば、倉庫、車庫、艇庫などのいわゆるシステム建築構造物を含む他の建築構造物にも適用可能である。 The above-mentioned rooftop building is most suitable for building structures installed in river management facilities, coastal conservation facilities, etc., but it can also be used for other building structures including so-called system building structures such as warehouses, garages, and boat yard. Applicable.

本発明は、上記実施の形態に限定されるものではなく、本発明の分野における通常の知識を有する者であれば想到し得る、各種変形、修正を含む、本発明の要旨を逸脱しない範囲の設計変更があっても、本発明に含まれることは勿論である。 The present invention is not limited to the above-described embodiment, and includes various modifications and modifications that can be conceived by a person having ordinary knowledge in the field of the present invention, and does not deviate from the gist of the present invention. Of course, even if there is a design change, it is included in the present invention.

1:上屋建物、10:壁ユニット、12:前面ユニット、14:後面ユニット、16:右側面ユニット、18:左側面ユニット、20:梁部材、22:フレーム、24:トラス構造部、30:屋根部材、32:垂木(長尺部材)、34:折版 1: Shed building, 10: Wall unit, 12: Front unit, 14: Rear unit, 16: Right side unit, 18: Left side unit, 20: Beam member, 22: Frame, 24: Truss structure, 30: Roof member, 32: Rafter (long member), 34: Folded plate

Claims (11)

河川管理施設又は海岸保全施設に設けられる水門、樋門、樋管又は堰を含む所定設備を操作するための操作装置を収容する上屋建物において、
底面に固定されて立てられ且つ前面、後面、右側面及び左側面を含む四方を囲む壁面を形成するアルミニウム合金製のそれぞれ前面ユニット、後面ユニット、右側面ユニット及び左側面ユニットと、
両端が対向する前記前面ユニット及び前記後面ユニットに固定され且つ当該対向する前面ユニットと前記後面ユニット間に延びて設置される、トラス構造部を有するアルミニウム合金製の複数の梁部材と、
前記梁部材の上に設置される屋根部材とを備え、
前記梁部材は、前記左側面ユニットの内面に沿って前記前面ユニットと前記後面ユニットの左上端部間を延びる第1の梁部材と、前記右側面ユニットの内面に沿って前記前面ユニットと前記後面ユニットの右上端部間を延びる第2の梁部材とを有することを特徴とする上屋建物。
In a shed building that houses operating equipment for operating predetermined equipment including floodgates, gutter gates, gutter pipes or weirs installed in river management facilities or coastal conservation facilities.
A front unit, a rear unit, a right side unit, and a left side unit made of aluminum alloy, which are fixed to the bottom surface and form a wall surface surrounding the front surface, the rear surface, the right side surface, and the left side surface, respectively.
A plurality of beam members made of an aluminum alloy having a truss structure, which are fixed to the front unit and the rear unit whose ends face each other and are installed extending between the facing front unit and the rear unit.
It is provided with a roof member installed on the beam member.
The beam member includes a first beam member extending between the front unit and the upper left end of the rear unit along the inner surface of the left side unit, and the front unit and the rear surface along the inner surface of the right side unit. A shed building characterized by having a second beam member extending between the upper right ends of the unit.
前記梁部材は、アルミニウム合金製のフレームと、当該フレーム内にアルミニウム合金製の板片により形成される前記トラス構造部とを有することを特徴とする請求項1に記載の上屋建物。 The roof building according to claim 1, wherein the beam member has a frame made of an aluminum alloy and the truss structure portion formed of a plate piece made of an aluminum alloy in the frame. 前記梁部材の前記フレームは、その上辺が前記屋根部材の傾斜に沿って傾斜していることを特徴とする請求項2に記載の上屋建物。 The shed building according to claim 2, wherein the frame of the beam member has its upper side inclined along the inclination of the roof member. 前記梁部材は、さらに、前記第1の梁部材と前記第2の梁部材との間で前記前面ユニットと前記後面ユニットの上端部間を延びる第3の梁部材を有することを特徴とする請求項1乃至3のいずれかに記載の上屋建物。 The beam member further comprises a third beam member extending between the first beam member and the second beam member between the upper end portions of the front surface unit and the rear surface unit. The rooftop building according to any one of items 1 to 3. 前記第1の梁部材と前記第2の梁部材の間隔は1500mm〜2000mmであることを特徴とする請求項1乃至3のいずれかに記載の上屋建物。 The shed building according to any one of claims 1 to 3, wherein the distance between the first beam member and the second beam member is 1500 mm to 2000 mm. 前記第1の梁部材と前記第3の梁部材の間隔または前記第2の梁部材と前記第3の梁部材の間隔は1500mm〜2000mmであることを特徴とする請求項4における上屋建物。 The shed building according to claim 4, wherein the distance between the first beam member and the third beam member or the distance between the second beam member and the third beam member is 1500 mm to 2000 mm. 前記梁部材の高さ方向長さは400mmより短いことを特徴とする請求項1乃至6のいずれかに記載の上屋建物。 The shed building according to any one of claims 1 to 6, wherein the length of the beam member in the height direction is shorter than 400 mm. 前記屋根部材は垂木と折版とを有してなり、
前記梁部材間に前記垂木がわたされ、前記垂木の上に前記折版が設置されることを特徴とする請求項1乃至7のいずれかに記載の上屋建物。
The roof member has a rafter and a folded plate.
The shed building according to any one of claims 1 to 7, wherein the rafters are passed between the beam members, and the folded plate is installed on the rafters.
前記垂木は、2つのアルミニウム合金製山形部材であり、前記山形部材の一方は前記折版に固定され、他方は前記梁部材に固定され、さらに、2つの前記山形部材はそれぞれの片面同士が重ね合わせられて固定されることを特徴とする請求項8に記載の上屋建物。 The rafters are two aluminum alloy chevron members, one of which is fixed to the folded plate and the other of which is fixed to the beam member, and the two chevron members are overlapped on one side of each other. The rooftop building according to claim 8, wherein the roof building is fitted and fixed. 前記前面ユニット、前記後面ユニット、前記左側面ユニット及び前記右側面ユニットの高さ方向長さは3000mm以上であることを特徴とする請求項1乃至9のいずれかに記載の上屋建物。 The shed building according to any one of claims 1 to 9, wherein the front unit, the rear unit, the left side unit, and the right side unit have a height direction length of 3000 mm or more. 底面に固定されて立てられ且つ前面、後面、右側面及び左側面を含む四方を囲む壁面を形成するアルミニウム合金製のそれぞれ前面ユニット、後面ユニット、右側面ユニット及び左側面ユニットと、
両端が対向する前記前面ユニット及び前記後面ユニットに固定され且つ当該対向する前面ユニットと前記後面ユニット間に延びて設置される、トラス構造部を有するアルミニウム合金製の複数の梁部材と、
前記梁部材の上に設置される屋根部材とを備え、
前記梁部材は、前記左側面ユニットの内面に沿って前記前面ユニットと前記後面ユニットの左上端部間を延びる第1の梁部材と、前記右側面ユニットの内面に沿って前記前面ユニットと前記後面ユニットの右上端部間を延びる第2の梁部材とを有することを特徴とする建築構造物。
A front unit, a rear unit, a right side unit, and a left side unit made of aluminum alloy, which are fixed to the bottom surface and form a wall surface surrounding the front surface, the rear surface, the right side surface, and the left side surface, respectively.
A plurality of beam members made of an aluminum alloy having a truss structure, which are fixed to the front unit and the rear unit whose ends face each other and are installed extending between the facing front unit and the rear unit.
It is provided with a roof member installed on the beam member.
The beam member includes a first beam member extending between the front unit and the upper left end of the rear unit along the inner surface of the left side unit, and the front unit and the rear surface along the inner surface of the right side unit. A building structure characterized by having a second beam member extending between the upper right ends of the unit.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3123159U (en) * 2006-04-24 2006-07-06 テルウェル東日本株式会社 Xiamen House
JP2010090703A (en) * 2010-01-25 2010-04-22 Fujisash Co Building
JP2014105458A (en) * 2012-11-27 2014-06-09 Toyota Home Kk Roof structure of building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3123159U (en) * 2006-04-24 2006-07-06 テルウェル東日本株式会社 Xiamen House
JP2010090703A (en) * 2010-01-25 2010-04-22 Fujisash Co Building
JP2014105458A (en) * 2012-11-27 2014-06-09 Toyota Home Kk Roof structure of building

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