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JP2008261160A - Container house and its production method - Google Patents

Container house and its production method Download PDF

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JP2008261160A
JP2008261160A JP2007105137A JP2007105137A JP2008261160A JP 2008261160 A JP2008261160 A JP 2008261160A JP 2007105137 A JP2007105137 A JP 2007105137A JP 2007105137 A JP2007105137 A JP 2007105137A JP 2008261160 A JP2008261160 A JP 2008261160A
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container
beams
containers
container house
adjacent beams
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Tadashi Sakata
匡史 坂田
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REGATEKKU ASSOCIATES KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a container house suitable and favorable for a temporary office and a house for a stand or the like and capable of connecting and integrating a plurality of containers mutually with excellent working efficiency and sufficient strength on site, and achieving sufficient strength for connection and excellent practical use and to provide its production method for reducing time and cost required for its production. <P>SOLUTION: This container house A is composed of a plurality of containers CR, C1-C3, CL having a rectangular parallelepiped shape and constituting at least one side face rm as a connection face having beams 8, 9 at its both ends and connection means R for fixing adjacent beams 8, 9 relatively to arrange a plurality of containers CR, C1-C3, CL in order and connect and integrate them by letting the connection faces rm oppose to each other and prevent the beams 8, 9 from being separated from each other by a vice structure having a U-shaped clip and a male screw. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、据付現場にて比較的簡単に組付け施工でき、しかも廉価に構築することができるコンテナハウス及びその作成方法に関するものである。   The present invention relates to a container house that can be assembled and constructed relatively easily at an installation site and can be constructed at a low cost, and a method for producing the container house.

コンテナハウスは、工場で組み立てられるコンテナ(単位コンテナ)の複数を、設置現場にて連結一体化することで成る構造体であり、事務所や簡易ハウス、倉庫、店舗等を比較的低コストで構築することができる。また、コンテナハウスは、法律上は建築物ではなく設置物として扱われていて税制上のメリットもあることから、そのニーズが高まってきている。   A container house is a structure made by connecting and integrating multiple containers (unit containers) assembled at a factory at an installation site, and builds offices, simple houses, warehouses, stores, etc. at a relatively low cost. can do. In addition, the needs of container houses are increasing because they are treated as installations, not buildings, and have tax benefits.

コンテナハウスを構成するためのコンテナは、側壁に窓や出入り口等の開口を設ける等して予め工場で内装や外装が仕上げられるとともに、輸送を考慮してトラック荷台に搭載可能な大きさに設定されることが多く、種々の形状や大きさが可能である。また、単位コンテナとして、規格化されて所定の強度を有する頑丈で、かつ、安価に作られている輸送用コンテナを用いる手段も考えられる。   Containers that make up a container house are pre-finished at the factory by providing windows, doors, and other openings on the side walls, and are set to a size that can be mounted on a truck bed in consideration of transportation. Many shapes and sizes are possible. Further, as a unit container, a means of using a shipping container that is standardized and has a predetermined strength and is sturdy and inexpensive can be considered.

従来のコンテナハウスとしては、特許文献1や2において開示されたものが知られている。特許文献1に示されるコンテナハウスは、直方体を為すコンテナの一対を、それらの長手方向に沿う長側面どうしが向い合う状態で並列接続することで構成されるものであり、隣合う縦梁の下端部どうしをスペーサを用いてのボルト・ナットによって連結一体化させる手段を開示している。また、特許文献2に示されるコンテナハウスは、トラス屋根を備える大規模な構造物を構築すべく、コンテナを前後直列方向に接続するとともに上下にも積み上げる三次元接続構造体を、所定の間隔をおいて並列配置する構成を開示している。   As conventional container houses, those disclosed in Patent Documents 1 and 2 are known. The container house shown in Patent Document 1 is configured by connecting a pair of containers that form a rectangular parallelepiped in parallel with their long side surfaces facing each other in the longitudinal direction, and the lower ends of adjacent vertical beams Means for connecting and integrating the parts by bolts and nuts using spacers is disclosed. In addition, the container house shown in Patent Document 2 has a three-dimensional connection structure in which containers are connected in the front-rear series direction and stacked up and down at a predetermined interval in order to construct a large-scale structure including a truss roof. In this case, a configuration in which they are arranged in parallel is disclosed.

しかしながら、特許文献1のコンテナハウスでは、縦梁の下端部どうしが連結されるのみであり、隣合うコンテナどうしをしっかりと一体化するには、縦梁の上部等、コンテナの接合側面におけるその他の部分も連結させることが必要になるが、それらに関しては何ら開示されていない。また、特許文献2のコンテナハウスでは、強度問題をどうするかについて言及されているだけであり、隣合うコンテナどうしをどのように連結するかに関する構造については開示していないものであった。従って、コンテナハウスを現場にて強度十分に、そして作業性良く隣合うコンテナどうしを連結一体化させる手段や方法に関しては、今後の課題であった。
特開2004−257115号公報 特開2001−115559号公報
However, in the container house of Patent Document 1, only the lower ends of the vertical beams are connected to each other. To firmly integrate adjacent containers, other parts on the joint side of the container, such as the upper part of the vertical beams, are used. The parts also need to be connected, but nothing is disclosed about them. Moreover, in the container house of patent document 2, it was only mentioned about what should do about a strength problem, and the structure regarding how to connect adjacent containers was not disclosed. Therefore, a means and method for connecting and integrating adjacent containers with sufficient strength and good workability at the site was a future problem.
JP 2004-257115 A JP 2001-115559 A

本発明の目的は、上述した実情に鑑みることにより、臨時事務所や売店用ハウス等に好適であって、複数のコンテナを作業性良く強度十分に現場にて連結一体化できるようにして、施工時間が短くて廉価であり、しかも連結強度も十分とすることが可能となり、実用性に優れるコンテナハウス並びにその作成方法を実現して提供する点にある。   The object of the present invention is suitable for temporary offices, storehouses, etc. in view of the above-mentioned circumstances, and is capable of connecting and integrating a plurality of containers with sufficient workability and sufficient strength on site. The object is to realize and provide a container house and a method for producing the container house that are short in time and inexpensive, can be sufficiently connected, and have excellent practicality.

請求項1に係る発明は、コンテナハウスにおいて、
直方体を為し、かつ、少なくとも一つの側面がその両端に梁8,9を有する連結面rmに構成される複数のコンテナCと、
前記連結面rmどうしを対向させて前記複数のコンテナCを並べて連結一体化すべく、隣合う前記梁どうし8,8、9,9を互いに離れないように相対固定する連結手段Rと、
を有して成ることを特徴とするものである。
The invention according to claim 1 is a container house,
A plurality of containers C each having a rectangular parallelepiped shape and having a connecting surface rm having at least one side surface having beams 8 and 9 at both ends;
A connecting means R for relatively fixing adjacent beams 8, 8, 9, 9 so as not to be separated from each other so that the connecting surfaces rm face each other and the plurality of containers C are aligned and integrated;
It is characterized by having.

請求項2に係る発明は、請求項1に記載のコンテナハウスにおいて、前記連結手段Rが、前記隣合う梁どうし8,8、9,9のうちの一方の梁8,9に回り込む第1挟み部20aと他方の梁8,9に回り込む第2挟み部20bとを有して前記隣合う梁どうし8,8、9,9に外装される挟み具20と、前記第1挟み部20aと前記第2挟み部20bと互いに押付けあう押圧機構21と、を備えて構成されていることを特徴とするものである。   According to a second aspect of the present invention, in the container house according to the first aspect, the connecting means R is a first pinch that wraps around one of the adjacent beams 8, 9, 9. A sandwiching tool 20 having a portion 20a and a second sandwiching portion 20b that wraps around the other beams 8 and 9 and is sheathed by the adjacent beams 8, 8, 9, and 9; the first sandwiching portion 20a and the The second sandwiching portion 20b and a pressing mechanism 21 that presses against each other are provided.

請求項3に係る発明は、請求項2に記載のコンテナハウスにおいて、前記挟み具20が、これが角パイプ製の前記梁8,8、9,9に外装されている状態における梁長手方向視でコ字状に形成され、前記押圧機構21が、前記第2挟み部20bを前記第1挟み部20aに向けて強制移動させる雄ネジ22を前記挟み具20に設けることで構成されていることを特徴とするものである。   The invention according to claim 3 is the container house according to claim 2, in which the sandwiching tool 20 is viewed from the longitudinal direction of the beam in a state where it is externally mounted on the beams 8, 8, 9, 9 made of square pipe. It is formed in a U-shape, and the pressing mechanism 21 is configured by providing the pinching tool 20 with a male screw 22 that forcibly moves the second pinching portion 20b toward the first pinching portion 20a. It is a feature.

請求項4に係る発明は、請求項1に記載のコンテナハウスにおいて、前記連結手段Rが、隣合う前記梁どうし8,8、9,9に亘って架設される連結板25と、この連結板25と各梁8,8、9,9とに跨って溶接されることによる溶着部26とで構成されていることを特徴とするものである。   According to a fourth aspect of the present invention, in the container house according to the first aspect, the connecting means R is a connecting plate 25 that spans the adjacent beams 8, 8, 9, 9, and the connecting plate. 25 and a welded portion 26 that is welded across the beams 8, 8, 9, and 9.

請求項5に係る発明は、請求項1〜4の何れか一項にに記載のコンテナハウスおいて、前記コンテナCは、隣合う一対の梁8,8、9,9に亘って架設される壁部15を有し、前記壁部15を前記梁8,8、9,9における外側に寄せて配置することで前記梁8,8、9,9の室内側部分を露出させ、前記梁8,8、9,9の室内側露出部分に前記連結手段Rを装着可能に構成されていることを特徴とするものである。   The invention according to claim 5 is the container house according to any one of claims 1 to 4, wherein the container C is installed across a pair of adjacent beams 8, 8, 9, 9. The wall portion 15 is provided, and the wall portion 15 is arranged close to the outside of the beams 8, 8, 9, 9, thereby exposing the indoor side portions of the beams 8, 8, 9, 9. , 8, 9 and 9 are configured such that the connecting means R can be attached to the exposed portions on the indoor side.

請求項6に係る発明は、コンテナハウスの作成方法において、
直方体を為し、かつ、少なくとも一つの側面がその両端に梁を有する連結面rmに構成される複数のコンテナC、及び隣合う前記梁どうし8,8、9,9を互いに離れないように相対固定する連結手段Rとを用意し、
前記連結面どうしrm,rmが対向するように前記コンテナCを隣り合わせて並べてから、各前記連結面rm,rmが対向配備されることで隣合う梁どうし8,8、9,9を前記連結手段Rを用いて連結させることを特徴とするものである。
The invention according to claim 6 is a method of creating a container house,
A plurality of containers C, which are formed in a rectangular parallelepiped shape and have a connecting surface rm having at least one side surface having beams at both ends, and the adjacent beams 8, 8, 9, and 9 are not relative to each other. And connecting means R to be fixed,
The containers C are arranged next to each other so that the connection surfaces rm and rm face each other, and the connection surfaces rm and rm are arranged to face each other so that the adjacent beams 8, 8, 9, and 9 are connected to each other. It connects using R, It is characterized by the above-mentioned.

請求項7に係る発明は、請求項6に記載のコンテナハウスの作成方法において、前記連結手段Rとして、前記隣合う梁どうし8,8、9,9のうちの一方の梁8,9に回り込む第1挟み部20aと他方の梁8,9に回り込む第2挟み部20bとを有してコ字状又は略コ字状を呈する挟み具20と、前記第1挟み部20aと前記第2挟み部20bと互いに押付けあうための雄ネジ22とを設けて成る万力構造のもの、或いは、隣合う前記梁どうし8,8、9,9に亘って架設される連結板25と、この連結板25と各梁8,8、9,9とに跨って溶接されることによる溶着部26とで構成されるものであることを特徴とするものである。   The invention according to claim 7 is the container house creation method according to claim 6, wherein the connecting means R wraps around one of the adjacent beams 8, 8, 9, 9. A sandwiching tool 20 having a first sandwiching portion 20a and a second sandwiching portion 20b that wraps around the other beams 8 and 9, and having a U-shape or a substantially U-shape, the first sandwiching portion 20a and the second sandwiching portion A vise structure in which a male screw 22 for pressing against each other is provided, or a connecting plate 25 laid across the adjacent beams 8, 8, 9, 9 and this connecting plate 25 and the welded portion 26 that is welded across the beams 8, 8, 9, 9.

請求項1の発明によれば、コンテナハウスは、複数のコンテナを、それらの梁どうしに作用する連結手段を用いて連結することで構成されるから、工場において予めコンテナを作成しておき、それら作成されたコンテナを現場に運び、それから連結手段を用いてコンテナどうしを連結し、コンテナハウスに仕上げることが可能になる。その結果、臨時事務所や売店用ハウス等に好適であって、複数のコンテナを作業性良く強度十分に現場にて連結一体化できるようにして、施工時間が短くて廉価であり、しかも連結強度も十分とすることが可能となり、実用性に優れるコンテナハウスを提供することができる。この場合、請求項2のように、現場にて作業し易いように、連結手段を、隣合う梁どうしを押付けあって相対固定すべく挟み具と押圧機構とから構成することができる。   According to the invention of claim 1, since the container house is configured by connecting a plurality of containers using connecting means that act on the beams, containers are created in advance in a factory, The created container can be transported to the site, and then the containers can be connected to each other using a connecting means to be finished into a container house. As a result, it is suitable for temporary offices and storehouses, etc., and it is possible to connect and integrate multiple containers with sufficient workability and sufficient strength on site, so that construction time is short and inexpensive, and connection strength It is possible to provide a container house with excellent practicality. In this case, as in the second aspect, the connecting means can be constituted by a sandwiching tool and a pressing mechanism so that the adjacent beams are pressed against each other and relatively fixed so as to facilitate the work at the site.

請求項3にように、梁が角パイプ製である場合には、挟み具をコ字状のものとして梁側面からあまり突出しないように沿わせて配置することができ、強度上及び外観上で有利な連結手段とすることができるとともに、挟み具における第1挟み部と第2挟み部とを互いに押付け合う押圧機構を、挟み具に設けられる雄ネジを用いて構造簡単で廉価に構成することができて好都合である。また、雄ネジの回し操作によって連結手段が着脱可能となるので、例えば、コンテナハウスを互いに場所の異なる何箇所かの現場にて繰返し使用することができる等、コンテナハウスの組付け及び解体を反復して行える便利さがある。   As in claim 3, when the beam is made of a square pipe, the sandwiching tool can be arranged in a U-shape so as not to protrude so much from the side surface of the beam, in terms of strength and appearance. A pressing mechanism that can be used as an advantageous connecting means and presses the first sandwiching portion and the second sandwiching portion of the sandwiching tool together with a male screw provided on the sandwiching tool is configured to be simple and inexpensive. Is convenient. In addition, since the connecting means can be attached and detached by turning the male screw, the assembly and disassembly of the container house can be repeated, for example, the container house can be repeatedly used at several different locations. There is convenience that can be done.

請求項4の発明によれば、隣合う梁どうしを、これらに跨る連結板と溶着させることによって連結一体化させる連結手段であり、挟み具を用いる連結手段に比べて、連結手段が突出しないように(目立たないように)設けることができるとともに、より強固に一体させることが可能となる利点がある。例えば、一箇所に長期間設営し続けるような使い方のコンテナハウスとして好適である。   According to invention of Claim 4, it is a connection means which connects and integrates adjacent beams with the connection board straddling these, and a connection means does not protrude compared with the connection means using a clamping tool. Can be provided (so as not to be noticeable) and can be integrated more firmly. For example, it is suitable as a container house that can be used for a long time in one place.

請求項5の発明によれば、コンテナどうしを一体化する連結手段が室内側に装備されて外からは見えないようにすることができるので、連結機能はそのままでコストアップも無く外観(見栄え)を向上させることができる合理的なコンテナハウスを提供することができる。   According to the invention of claim 5, since the connecting means for integrating the containers can be provided on the indoor side so that they cannot be seen from the outside, the connecting function remains as it is, without increasing the cost and appearance (appearance). It is possible to provide a reasonable container house that can be improved.

請求項6の発明によれば、請求項1の発明による作用や効果と同等の作用や効果を奏することができるコンテナハウスの作成方法を提供することができる。その場合に用いる連結手段は、請求項7のように、コ字状やU字状の挟み具を有する万力構造のものは、連結板を用いて溶着させる手段を適宜に選ぶことができる。   According to the invention of claim 6, it is possible to provide a container house creation method capable of producing the same actions and effects as the actions and effects of the invention of claim 1. As for the connecting means used in that case, as in claim 7, the means for welding using a connecting plate can be appropriately selected for a vise structure having a U-shaped or U-shaped clip.

以下に、本発明によるコンテナハウス及びその作成方法の実施の形態を、図面を参照しながら説明する。図1〜図5は実施例1によるコンテナハウス、図6は万力構造の連結手段、図7は各種コンテナを示す斜視図、図8は中間用コンテナの基本構造を示す各図、図9は左及び右端用コンテナの側壁構造を示す各図、図10は連結手段の別構造を示す図、図11は実施例2のコンテナハウスの間取りを示す平面図である。   Embodiments of a container house and a method for producing the container house according to the present invention will be described below with reference to the drawings. 1 to FIG. 5 are container houses according to the first embodiment, FIG. 6 is a vise structure connecting means, FIG. 7 is a perspective view showing various containers, FIG. 8 is a diagram showing the basic structure of an intermediate container, and FIG. Each figure which shows the side wall structure of the container for left and right ends, FIG. 10 is a figure which shows another structure of a connection means, FIG. 11 is a top view which shows the floor plan of the container house of Example 2. FIG.

〔実施例1〕
本発明の実施例1によるコンテナハウスAは、図1〜図5に示すように、直方体を為す5体のコンテナ(単位コンテナ)Cを横並列に連結して成る平屋建て構造のセールスルームに構成されている。5体のコンテナCは、1体の左端用コンテナCLと、3体の中間用コンテナC1〜C3と、一体の右端用コンテナCRとが用いられており、これらコンテナCを連結手段R(図6参照)を用いて左右方向に連結一体化した状態でコンクリート床1の上に載置固定されてセールスルームAに構成されている。
[Example 1]
As shown in FIGS. 1 to 5, the container house A according to the first embodiment of the present invention is configured as a sales room having a one-story structure in which five containers (unit containers) C that form a rectangular parallelepiped are connected in parallel. Has been. The five containers C include one left end container CL, three intermediate containers C1 to C3, and an integral right end container CR. These containers C are connected to the connecting means R (FIG. 6). And the sales room A is configured to be mounted and fixed on the concrete floor 1 in a state of being connected and integrated in the left-right direction.

セールスルームAの内部は、図5に示すように、左端用コンテナCLに設置される男用及び女用の各便所2,3、主に第1中間用コンテナC1に配置される平面視でL字状のカウンター机4を備えるとともに、主に左端用コンテナCL部分に相当する事務スペース5と、主に第2,3中間用コンテナC2,C3及び右端用コンテナCRに相当するセールススペース32を設けて構成されている。   As shown in FIG. 5, the interior of the sales room A is L in a plan view arranged in the male and female toilets 2 and 3 installed in the leftmost container CL, mainly in the first intermediate container C1. In addition to the letter-shaped counter desk 4, an office space 5 mainly corresponding to the left end container CL and a sales space 32 mainly corresponding to the second and third intermediate containers C2 and C3 and the right end container CR are provided. Configured.

セールスルームAの正面には、図2に示すように、左端用コンテナCRと第2中間用コンテナC2とに形成される引戸型の出入口6,6、及び残り3体のコンテナC1,C3,CRに形成される計3組の引き違い型の窓7が装備されている。セールスルームAの背面には、図3に示すように、左端用コンテナCL以外の4体のコンテナC1,C2,C3,CRのそれぞれに形成される計4組の引き違い型の窓7が装備されている。セールスルームAの左側面には、図4(a)に示すように、事務スペース5に位置する窓7が装備され、右側面には図4(b)に示すように、2組の窓7,7が装備されている。また、天井面には図3及び図1に仮想線で示すように、波板(波形鋼等)を用いた片流れ式の屋根Yが装備されている。   In front of the sales room A, as shown in FIG. 2, the sliding door type entrances 6 and 6 formed in the left end container CR and the second intermediate container C2, and the remaining three containers C1, C3, CR A total of three sets of sliding windows 7 are provided. On the back of the sales room A, as shown in FIG. 3, four sets of sliding windows 7 formed in each of the four containers C1, C2, C3, CR other than the leftmost container CL are equipped. Has been. As shown in FIG. 4A, the sales room A has a window 7 located in the office space 5 as shown in FIG. 4A, and the right side has two sets of windows 7 as shown in FIG. 4B. , 7 are equipped. Further, as shown in phantom lines in FIGS. 3 and 1, the ceiling surface is equipped with a single-flow roof Y using corrugated plates (corrugated steel or the like).

左端用コンテナCLは、図7(a)に示すように、前壁(正面壁)w1、後壁(背面壁)w2、天井壁w3、及び左側壁w4の4壁(4面)を有する4壁構造体に構成されている。中間用コンテナC1〜C3は、図7(b)に示すように、前壁w1、後壁w2、及び天井壁w3の3壁(3面)を有する3壁構造体(例えば、ラーメン構造)のに構成されている。右端用コンテナCRは、図7(c)に示すように、前壁w1、後壁w2、天井壁w3、及び右側壁w5の4壁(4面)を有する4壁構造体に構成されている。尚、図7は、各コンテナCL,C1〜C3,CRを模式的に示したものである。   As shown in FIG. 7A, the left end container CL has four walls (four surfaces) including a front wall (front wall) w1, a rear wall (back wall) w2, a ceiling wall w3, and a left wall w4. It is composed of a wall structure. As shown in FIG. 7B, the intermediate containers C1 to C3 are made of a three-wall structure (for example, a ramen structure) having three walls (three surfaces), a front wall w1, a rear wall w2, and a ceiling wall w3. It is configured. As shown in FIG. 7 (c), the right end container CR is configured as a four-wall structure having four walls (four surfaces) including a front wall w1, a rear wall w2, a ceiling wall w3, and a right wall w5. . FIG. 7 schematically shows the containers CL, C1 to C3 and CR.

中間用コンテナC1〜C3は互いに同一の基本骨格を有するものであり、第1中間用コンテナC1を用いてその構造について説明する。図8に示すように、第1中間用コンテナC1は、前壁w1の左右端に位置する一対の長縦梁8,8、後壁w2の左右端に位置する一対の短縦梁9,9、長縦梁8,8の下端部及び上端部どうし及び短縦梁9,9の下端部及び上端部どうしを連結する計4本の短横梁10、長縦梁8,8と短縦梁9,9との上端部どうしを連結する左右一対の長横梁11,11、及び左右一対の長横梁11,11どうしを連結する計3本の天井横臥梁12を有する剛結構造の枠組体に構成されている。尚、図1や図8(a)に示す13は、補強用の斜交いロッド(又はワイヤー)であって計8本装備されている。   The intermediate containers C1 to C3 have the same basic skeleton, and the structure thereof will be described using the first intermediate container C1. As shown in FIG. 8, the first intermediate container C1 has a pair of long vertical beams 8, 8 positioned at the left and right ends of the front wall w1, and a pair of short vertical beams 9, 9 positioned at the left and right ends of the rear wall w2. , A total of four short horizontal beams 10, long vertical beams 8, 8 and short vertical beams 9 connecting the lower end portions and upper end portions of the long vertical beams 8, 8 and the lower end portions and upper end portions of the short vertical beams 9, 9. , 9 and a pair of left and right long horizontal beams 11, 11 that connect the upper end portions to each other, and a total of three ceiling horizontal beams 12 that connect the pair of left and right long horizontal beams 11, 11. Has been. In addition, 13 shown in FIG.1 and FIG.8 (a) is a diagonal rod (or wire) for reinforcement, and a total of eight are equipped.

3本の天井横臥梁12は、図8(b)に示すように、短縦梁9側(後壁w2側)のものから長縦梁8側(前壁w1側)に行くに従って配置高さが線形で僅かに高くなるように設定されており、屋根Yを形成するための単位波板yが3本の天井横臥梁12及び短縦梁9側で上側の短横梁10に載置固定された状態では、短縦梁9側ほど低くなる若干の傾斜が付くように設定されている。つまり、単位波板yに降る雨水を短縦梁9側にのみ流す片流れ式の屋根構造とされている。尚、長縦梁8側の上側の短横梁10と短縦梁の上側の短横梁10とは互いに同じ高さ位置に配置されているので、図8(c)に仮想線で示すように、長縦梁8側の上側の短横梁10のさらに上方に装備される横臥支柱14を設け、傾斜状態で配置される単位波板yの長縦梁8側の端部が横臥支柱14に載置支持されるように構成しても良い。   As shown in FIG. 8B, the three ceiling horizontal beams 12 are arranged in a height from the short vertical beam 9 side (rear wall w2 side) to the long vertical beam 8 side (front wall w1 side). Is set so that it is linear and slightly higher, and the unit corrugated sheet y for forming the roof Y is placed and fixed to the upper short horizontal beam 10 on the side of the three ceiling horizontal beams 12 and the short vertical beam 9. In such a state, the slope is set to be slightly inclined toward the short vertical beam 9 side. That is, it is a single-flow roof structure in which rain water falling on the unit corrugated plate y flows only to the short vertical beam 9 side. Since the upper short horizontal beam 10 on the long vertical beam 8 side and the short horizontal beam 10 on the upper side of the short vertical beam are arranged at the same height position, as shown by an imaginary line in FIG. A horizontal pole 14 provided above the short horizontal beam 10 on the upper side of the long vertical beam 8 is provided, and the end of the unit corrugated plate y arranged in an inclined state on the long vertical beam 8 side is placed on the horizontal pole 14. You may comprise so that it may be supported.

左端用及び右端用の各コンテナCL,CRは、前述の中間用コンテナC1に左又は右の側壁を加えたものである。左端用コンテナCLは、図9(a)に示すように、左側壁w4の基礎壁構造体を構築すべく、左側で前後の長縦梁8,8それぞれの下端部どうしに亘って架設連結される下部長梁16、上下複数の細長横支柱17、及び前後複数の細縦支柱18,19が追加されている。右端用コンテナCRは、図9(b)に示すように、右側壁w5の基礎壁構造体を構築すべく、右側で前後の長縦梁8,8それぞれの下端部どうしに亘って架設連結される下部長梁16、上下複数の細長横支柱17、及び前後複数の細縦支柱18,19が追加されている。尚、7aは窓7用の開口である。   Each of the containers CL and CR for the left end and the right end is obtained by adding a left or right side wall to the above-described intermediate container C1. As shown in FIG. 9 (a), the left end container CL is erected and connected across the lower ends of the longitudinal longitudinal beams 8 and 8 on the left side in order to construct the foundation wall structure of the left side wall w4. A lower long beam 16, a plurality of upper and lower elongated horizontal struts 17, and a plurality of front and rear thin vertical struts 18 and 19 are added. As shown in FIG. 9 (b), the right end container CR is erected and connected across the lower end portions of the front and rear long vertical beams 8 and 8 on the right side in order to construct the foundation wall structure of the right side wall w5. A lower long beam 16, a plurality of upper and lower elongated horizontal struts 17, and a plurality of front and rear thin vertical struts 18 and 19 are added. In addition, 7a is an opening for the window 7.

前後左右の各壁w1,w2,w4,w5は一対の梁の間にサイディング等の壁材(壁部の一例)15を張設することで構成されている。即ち、前壁w1は、左右一対の長縦梁8,8の左右間に壁材15を上下複数段に積層して取付けてあり、後壁w2は、左右一対の短縦梁9,9の左右間に壁材15を上下複数段に積層して取付けてある。また、左側壁w4及び右側壁w5は、長縦梁8と短縦梁9との前後間に壁材15を上下複数段に積層して取付けてある。天井壁w3は、屋根Yを形成するための単位波板yを設けておくのであるが、現場での組付け順序を考慮して、例えば、左端用コンテナCLの単位波板yのみ、その横幅をコンテナCLとしての横幅と同寸法に設定し、残りのコンテナC1〜C3及びCRにおいては、正面視において左側に重ね代分を突出させた幅広の単位波板yに設定しておく。   Each of the front, rear, left and right walls w1, w2, w4, and w5 is configured by extending a wall material (an example of a wall portion) 15 such as siding between a pair of beams. That is, the front wall w1 is formed by stacking a plurality of upper and lower wall members 15 between the left and right of the pair of left and right long vertical beams 8 and 8, and the rear wall w2 is formed of the pair of left and right short vertical beams 9 and 9. A wall material 15 is stacked between the left and right in a plurality of stages. Further, the left wall w4 and the right wall w5 are attached by stacking a wall material 15 in a plurality of levels in the vertical direction between the long vertical beam 8 and the short vertical beam 9. The ceiling wall w3 is provided with a unit corrugated sheet y for forming the roof Y. In consideration of the assembly order at the site, for example, only the unit corrugated sheet y of the left end container CL has its lateral width. Is set to have the same dimensions as the horizontal width of the container CL, and the remaining containers C1 to C3 and CR are set to a wide unit corrugated plate y with a margin of overlap protruding from the left side when viewed from the front.

連結手段Rは、図6に示すように、隣合う梁どうし、例えば長縦梁8,8どうしのうちの一方の梁8に回り込む第1挟み部20aと他方の梁8に回り込む第2挟み部20bとを有して隣合う梁どうし8,8に外装される挟み具20と、第1挟み部20aと第2挟み部20bと互いに押付けあう押圧機構21と、を備えて構成されている。つまり、挟み具20は、梁8の長手方向視でコ字状を為しており、連結手段Rは万力(バイス)構造のものに構成されている。   As shown in FIG. 6, the connecting means R includes a first sandwiching portion 20 a that wraps around adjacent beams, for example, one of the long longitudinal beams 8, 8, and a second sandwiching portion that wraps around the other beam 8. 20b, and a sandwiching tool 20 that is externally mounted on the adjacent beams 8 and 8, and a pressing mechanism 21 that presses against the first sandwiching portion 20a and the second sandwiching portion 20b. That is, the sandwiching tool 20 has a U-shape when viewed in the longitudinal direction of the beam 8, and the connecting means R is configured to have a vise structure.

押圧機構21は、第2挟み部20bを第1挟み部20aに向けて強制移動可能となるように、挟み具20に回し操作自在に螺装される雄ネジ22と、その回し操作具23とを設けて構成されている。ワッシャ状の第2挟み部20bと雄ネジ22とは、相対回動自在で、かつ、ネジ軸方向には一体移動する状態に連結(空回り連結)されているのが望ましい。各梁どうし8,8、11,11、9,9は角パイプ材で成り、かつ、挟み具20が、その直線状の本体部20cが梁どうし8,8の側壁に隙間無く沿えるように、本体部20cが直線形状を呈するように形成されている。   The pressing mechanism 21 is provided with a male screw 22 that is screwed into the pinching tool 20 so that the second pinching portion 20b can be forcibly moved toward the first pinching portion 20a. Is provided. It is desirable that the washer-shaped second sandwiching portion 20b and the male screw 22 are relatively pivotable and are connected together so as to move integrally in the screw shaft direction (idle connection). Each of the beams 8, 8, 11, 11, 9, 9 is made of a square pipe material, and the sandwiching tool 20 is arranged so that its linear main body portion 20c can fit along the side walls of the beams 8, 8 without a gap. The main body 20c is formed to have a linear shape.

次に、現場(コンテナハウスの設置場所)におけるコンテナハウスAの作成方法について説明する。まず、4種類のコンテナCL,C1(C3)、C2、CRを予め工場にて作成しておき、それら工場生産された各コンテナCL,C1(C3)、C2、CRをトラック等で現場に運搬する運搬工程を行う。一方、ハウス設置現場においては、先に、コンテナハウスAの基礎となるコンクリート床1を打設する床作成工程を行っておく。   Next, a method for creating the container house A at the site (the place where the container house is installed) will be described. First, four types of containers CL, C1 (C3), C2, and CR are prepared in advance in the factory, and the containers CL, C1 (C3), C2, and CR produced in the factory are transported to the site by a truck or the like. Carry out the transportation process. On the other hand, in the house installation site, a floor creation process is first performed in which the concrete floor 1 serving as the foundation of the container house A is placed.

現場にては、コンテナ設営工程を行うが、まず左端用コンテナCLをクレーン等の設置手段を用いてコンクリート床1の所定位置に設置するコンテナ設置工程その1を行う。左端用コンテナCLの設置後は、第1中間用コンテナC1を、その単位波板yの左突出部分が左端用コンテナCLの単位波板yの右端部分に上から重なるように、左端用コンテナCLに密着させながら吊り下ろし移動させるコンテナ設置工程その2を行う。   At the site, a container installation process is performed. First, a container installation process 1 in which the left end container CL is installed at a predetermined position of the concrete floor 1 using an installation means such as a crane is performed. After the left end container CL is installed, the first intermediate container C1 is placed in the left end container CL so that the left protruding portion of the unit corrugated plate y overlaps the right end portion of the unit corrugated plate y of the left end container CL from above. The container installation step 2 is performed in which the container is suspended and moved while being in close contact with the container.

それから、左端用コンテナCLと第1中間用コンテナC1とにおいて隣合う梁と梁、即ち、長縦梁8,8どうし、長横梁11,11どうし、及び短縦梁9,9どうしを係止固定する第1コンテナ連結工程を行う。即ち、コンテナ連結工程は、図6に示す万力構造の連結手段Rを用い、挟み具20が室内側部分を迂回する状態で梁と梁(例:長縦梁8,8どうし)に挟み込ませるように外装し、それから回し操作具23を回して第2挟み部20bを第1挟み部20aに近づく方向に強制移動させ、隣合う長縦梁8,8どうしを締め付けて相対的に係止固定させるのである。   Then, adjacent beams and beams in the left end container CL and the first intermediate container C1, that is, the long vertical beams 8, 8, the long horizontal beams 11, 11, and the short vertical beams 9, 9 are locked and fixed. The first container connecting step is performed. That is, in the container connecting process, the connecting means R having a vise structure shown in FIG. 6 is used, and the sandwiching tool 20 is sandwiched between the beams (eg, between the long vertical beams 8 and 8) in a state of bypassing the indoor side portion. And then turn the operation tool 23 to forcibly move the second pinching portion 20b in a direction approaching the first pinching portion 20a, and the adjacent long vertical beams 8 and 8 are tightened to be relatively locked and fixed. To make it happen.

この際、長縦梁8,8どうしの間に、隙間を埋めて密着させるためのクッション材24を介装しておくのが好都合である。つまり、複数の連結本体20を用いて、各梁どうし8,8、11,11、及び9,9どうしを係止固定させ、左端用コンテナCLと第1中間用コンテナC1とを連結一体化させる。コンテナCL,C1〜C3,Crは、隣合う一対の梁8,8,9,9に亘って架設される壁部である壁材15を有し、壁材15を梁8,8,9,9における外側に寄せて配置することで梁8,8,9,9の室内側部分を露出させ、その梁8,8,9,9の室内側露出部分に連結手段Rを装着可能に構成されている   At this time, it is convenient to interpose a cushion material 24 between the long vertical beams 8 and 8 so as to close and close the gap. That is, using the plurality of connection main bodies 20, the beams 8, 8, 11, 11, and 9, 9 are locked and fixed, and the left end container CL and the first intermediate container C1 are connected and integrated. . The containers CL, C1 to C3, Cr have a wall member 15 that is a wall portion extending over a pair of adjacent beams 8, 8, 9, 9, and the wall member 15 is attached to the beams 8, 8, 9, 9, the indoor side portions of the beams 8, 8, 9, 9 are exposed by being arranged close to the outside, and the connecting means R can be attached to the indoor side exposed portions of the beams 8, 8, 9, 9. ing

以後、上述と同様の作業を繰り返して、第2中間用コンテナC2を第1中間用コンテナC1に密着させてコンクリート床1に設置させるコンテナ設置工程その3、第1中間用コンテナC1と第2中間用コンテナC2とを連結手段20を用いて連結させる第2コンテナ連結工程、第3中間用コンテナC3を第2中間用コンテナC2に密着させてコンクリート床1に設置させるコンテナ設置工程その4、第2中間用コンテナC2と第3中間用コンテナC3とを連結手段20を用いて連結させる第3コンテナ連結工程、右端用コンテナCRを第3中間用コンテナC3に密着させてコンクリート床1に設置させるコンテナ設置工程その5、第3中間用コンテナC3と右端用コンテナCRとを連結手段20を用いて連結させる第4コンテナ連結工程を行う。これによりコンテナ設営工程が終了し、5体のコンテナCL,C1,C2,C3,CRを連結一体化して成るコンテナハウスAが完成する。   Thereafter, the same operation as described above is repeated, so that the second intermediate container C2 is brought into close contact with the first intermediate container C1 and installed on the concrete floor 1, Part 3, the first intermediate container C1 and the second intermediate container C1. A second container connecting step for connecting the container C2 with the connecting means 20, a container installing step No. 4 in which the third intermediate container C3 is placed on the concrete floor 1 in close contact with the second intermediate container C2, and second. A third container connecting step for connecting the intermediate container C2 and the third intermediate container C3 using the connecting means 20, and a container setting for placing the right end container CR in close contact with the third intermediate container C3 and installing it on the concrete floor 1 Step 5, performing the fourth container connecting step of connecting the third intermediate container C3 and the right end container CR using the connecting means 20. . As a result, the container construction process is completed, and a container house A formed by connecting and integrating five containers CL, C1, C2, C3, and CR is completed.

尚、各コンテナをコンクリート床1上において横移動(横ずらし)させて連結させる方法も可能であるが、その場合には波板で成る単位屋根yの組付けが不可となる。故に、工場から現場への輸送時には、単位波板yをコンテナ本体(コンテナから単位屋根yを除いた部分)に仮止めしておく仮止め手段か、或いは別体のものとして運搬してから現場にてコンテナ本体に組付ける現場組み手段かを適宜に選択することで可能となる。   Although it is possible to connect the containers by moving the containers horizontally on the concrete floor 1, the unit roof y made of corrugated sheets cannot be assembled. Therefore, when transporting from the factory to the site, the unit corrugated plate y is temporarily fixed to the container body (the portion excluding the unit roof y from the container), or it is transported as a separate unit before being transported to the site. This can be done by appropriately selecting whether it is an on-site assembly means to be assembled to the container body.

〔別実施例〕
(1)連結手段Rとしては、図10(a),(b)に示すように、隣合う梁どうし、例えば短縦梁9,9どうしに亘って架設される連結板25と、この連結板25と各梁9,9とに跨って溶接されることによる溶着部26とで構成されても良い。連結板25は、角パイプ材による短縦梁9の側面9a,9aに跨る上下に長い鋼板で形成されている。各短縦梁9,9の下端には、鋼板製で平面視で矩形を呈する底板9Aが固着されており、それら底板9A,9Aどうしを密着させる状態にコンテナどうし(図示省略)が配置される。尚、連結板25は、短縦梁9の室内側、或いは室外側のいずれに設けても良い。この場合でも、隣合う短縦梁9,9の間にクッション材(図示省略)を充填させても良い。また、コンテナ設置時には、コンクリート床1に植設されているボルト(図示省略)が、底板9Aの孔9bに挿通されて締付固定できるように構成すれば好都合であり、この構成を図1〜図5に示すコンテナハウスAに適用しても良い。
[Another Example]
(1) As the connecting means R, as shown in FIGS. 10 (a) and 10 (b), a connecting plate 25 constructed between adjacent beams, for example, the short vertical beams 9, 9, and this connecting plate 25 and the welding part 26 by welding across each beam 9 and 9 may be comprised. The connecting plate 25 is formed of a steel plate that is long in the vertical direction across the side surfaces 9a, 9a of the short vertical beam 9 made of a square pipe material. A bottom plate 9A made of a steel plate and having a rectangular shape in plan view is fixed to the lower ends of the respective short vertical beams 9 and 9, and containers (not shown) are arranged so that the bottom plates 9A and 9A are in close contact with each other. . The connecting plate 25 may be provided on either the indoor side or the outdoor side of the short vertical beam 9. Even in this case, a cushion material (not shown) may be filled between the adjacent short vertical beams 9 and 9. In addition, when installing the container, it is convenient if the bolt (not shown) planted in the concrete floor 1 is inserted into the hole 9b of the bottom plate 9A and can be fastened and fixed. You may apply to the container house A shown in FIG.

(2)連結手段Rは、挟み具20がU字状を為す万力構造のものや、隣合うパイプ製梁に形成される孔を貫くボルト・ナットのみから成るもの、或いは、一方のコンテナに設けた上下向き穴に、他方のコンテナに設けた上下向きのバー材とで成り、他方のコンテナを若干持上げた上体からの落し込み移動によってバー材が穴に嵌り込み、相対的な横移動が阻止される構造の連結手段Rを採ることも可能である。 (2) The connecting means R may be a vise structure in which the clip 20 has a U-shape, a bolt or nut that penetrates a hole formed in an adjacent pipe beam, or one container. A vertical bar provided in the other container is made up of a vertical bar provided in the other container, and the bar material fits into the hole by dropping and moving from the upper body with the other container slightly lifted. It is also possible to adopt a connecting means R having a structure in which the above is prevented.

(3)コンクリート床1と各コンテナとの設置寸法誤差を小さく抑える点から、中央に位置する第2中間用コンテナC2を最初に設置し、それから第1及び第3中間用コンテナC1,C3を設置し、次いで左端用及び右端用コンテナCL,CRを設置する、という施工方法を採ることも可能である。この施工方法を採る場合には、第2中間用コンテナC2の単位屋根yの横幅寸法をコンテナとしての横幅と等しくしておき、第1及び左端用コンテナC1,CLでは右側を右に突出させた単位屋根yを、かつ、第3及び右端用コンテナC3,CRでは左側を左に突出させた単位屋根yをそれぞれ設けておくと良い。 (3) The second intermediate container C2 located in the center is installed first, and then the first and third intermediate containers C1 and C3 are installed from the viewpoint of minimizing the installation dimension error between the concrete floor 1 and each container. Then, it is possible to adopt a construction method in which the left and right end containers CL and CR are then installed. When this construction method is adopted, the width of the unit roof y of the second intermediate container C2 is made equal to the width of the container, and the right side of the first and leftmost containers C1 and CL is protruded to the right. It is preferable to provide the unit roof y and the unit roof y with the left side protruding leftward in the third and right end containers C3 and CR.

(4)コンテナハウスAの間取りとしては、種々の変更が可能であるが、例えば、図11に示すように、第1中間用コンテナC1の5体を並列接続し、かつ、両端に大きく突出する上部庇27を設けた洗車用ハウスAに構成しても良い。この場合、図11の紙面下側の3体の第1中間用コンテナC1のスペースが泡洗車場28として活用し、図11の紙面上側の2体の第1中間用コンテナC1のスペースがタッチアップスペース29として活用される設定である。泡洗車場28には、泡立機30や、高圧スプレー機31等が配備される。 (4) The floor plan of the container house A can be variously changed. For example, as shown in FIG. 11, five bodies of the first intermediate container C1 are connected in parallel and project greatly at both ends. You may comprise in the car wash house A which provided the upper collar 27. FIG. In this case, the space of the three first intermediate containers C1 on the lower side in FIG. 11 is used as the bubble car wash yard 28, and the space of the two first intermediate containers C1 on the upper side in FIG. This setting is used as the space 29. A foam car 30, a high-pressure spray machine 31, and the like are provided in the foam car wash 28.

(5)各コンテナCR,C1〜C3,CLは、隣合う長縦梁8と短縦梁9の下端部どうしに亘って架設される下側の長横梁31(図7の仮想線を参照)を設けた構成としても良い。これにより、コンテナ単体としての強度アップを図るとか、長横梁31の上側に床材を架設することで、コンクリート床1等の基礎床の無い現場でも床付のハウス仕様が構築できるといったことが可能になる。 (5) Each container CR, C1 to C3, CL is a lower long horizontal beam 31 constructed across the lower ends of the adjacent long vertical beam 8 and short vertical beam 9 (see the phantom line in FIG. 7). It is good also as a structure which provided. As a result, it is possible to increase the strength as a single container or to construct a house specification with a floor even on a site without a foundation floor such as a concrete floor 1 by laying a floor material on the upper side of the long horizontal beam 31 become.

(6)コンテナハウスAは、例えば、左端用及び右端用コンテナCL,CRとの二つのコンテナの連結で成るものでも良く、また、平面視で縦横に複数ずつコンテナが連結される複合連結構造のコンテナハウスも可能である。 (6) The container house A may be composed of, for example, two containers connected to the left end container and the right end containers CL, CR, and has a composite connection structure in which a plurality of containers are connected vertically and horizontally in a plan view. Container houses are also possible.

実施例1によるコンテナハウスの平面図Plan view of container house according to embodiment 1 図1のコンテナハウスの正面図Front view of the container house in FIG. 図1のコンテナハウスの背面図Rear view of the container house in FIG. 図1のコンテナハウスを示し、(a)は左側面図、(b)は右側面図The container house of FIG. 1 is shown, (a) is a left side view, (b) is a right side view. 図1のコンテナハウスの間取りを示す平面図The top view which shows the floor plan of the container house of FIG. 連結手段の構造を示す要部の一部切欠きの平面図Plan view of a partly cutout of the main part showing the structure of the connecting means コンテナの種類を示し、(a)は左端用、(b)は中間用、(c)右端用Indicates the type of container, (a) for the left end, (b) for the middle, (c) for the right end 中間用コンテナの基礎骨格構成を示し、(a)は平面図、(b)は側面図、(c)は正面図、(d)は背面図The basic skeleton structure of the intermediate container is shown, (a) is a plan view, (b) is a side view, (c) is a front view, and (d) is a rear view. コンテナの骨格構成を示し、(a)は左端用コンテナの左側面図、(b)は右端用コンテナの右側面図The frame structure of the container is shown, (a) is a left side view of the left end container, (b) is a right side view of the right end container. 別連結手段の要部を示し、(a)は一部切欠きの平面図、(b)は正面図The principal part of another connection means is shown, (a) is a partially cutaway plan view, and (b) is a front view. 実施例2のコンテナハウスの間取りを示す平面図The top view which shows the floor plan of the container house of Example 2

符号の説明Explanation of symbols

8 梁(長縦梁)
9 梁(短縦梁)
15 壁部
20 挟み具
20a 第1挟み部
20b 第2挟み部
21 押圧機構
22 雄ネジ
25 連結板
26 溶着部
A コンテナハウス
CL,C1〜C3,CR コンテナ
R 連結手段
rm 連結面
8 Beam (long vertical beam)
9 Beam (short vertical beam)
DESCRIPTION OF SYMBOLS 15 Wall part 20 Clamping tool 20a 1st clamping part 20b 2nd clamping part 21 Pressing mechanism 22 Male screw 25 Connection board 26 Welding part A Container house CL, C1-C3, CR container R Connection means rm Connection surface

Claims (7)

直方体を為し、かつ、少なくとも一つの側面がその両端に梁を有する連結面に構成される複数のコンテナと、
前記連結面どうしを対向させて前記複数のコンテナを並べて連結一体化すべく、隣合う前記梁どうしを互いに離れないように相対固定する連結手段と、
を有して成るコンテナハウス。
A plurality of containers having a rectangular parallelepiped shape and at least one side surface including a connecting surface having beams at both ends;
A connecting means for relatively fixing adjacent beams so as not to leave each other in order to connect and integrate the plurality of containers with the connecting surfaces facing each other;
Contain container house.
前記連結手段が、前記隣合う梁どうしのうちの一方の梁に回り込む第1挟み部と他方の梁に回り込む第2挟み部とを有して前記隣合う梁どうしに外装される挟み具と、前記第1挟み部と前記第2挟み部と互いに押付けあう押圧機構と、を備えて構成されている請求項1に記載のコンテナハウス。   The connecting means has a first sandwiching portion that wraps around one of the adjacent beams and a second sandwiching portion that wraps around the other beam, and is sandwiched between the adjacent beams; The container house according to claim 1, comprising a pressing mechanism that presses the first sandwiching portion and the second sandwiching portion against each other. 前記挟み具が、これが角パイプ製の前記梁に外装される状態での梁長手方向視でコ字状に形成され、前記押圧機構が、前記第2挟み部を前記第1挟み部に向けて強制移動させる雄ネジを前記挟み具に設けることで構成されている請求項2に記載のコンテナハウス。   The sandwiching tool is formed in a U shape when viewed in the longitudinal direction of the beam in a state where the sandwiching tool is mounted on the beam made of a square pipe, and the pressing mechanism directs the second sandwiching portion toward the first sandwiching portion. The container house of Claim 2 comprised by providing in the said clamping tool the external thread to forcibly move. 前記連結手段が、隣合う前記梁どうしに亘って架設される連結板と、この連結板と各梁とに跨って溶接されることによる溶着部とで構成されている請求項1に記載のコンテナハウス。   2. The container according to claim 1, wherein the connecting means includes a connecting plate constructed between adjacent beams, and a welded portion formed by welding across the connecting plate and each beam. House. 前記コンテナは、隣合う一対の梁に亘って架設される壁部を有し、前記壁部を前記梁における外側に寄せて配置することで前記梁の室内側部分を露出させ、前記梁の室内側露出部分に前記連結手段を装着可能に構成されている請求項1〜4の何れか一項に記載のコンテナハウス。   The container has a wall portion extending over a pair of adjacent beams, and the wall portion is disposed close to the outside of the beam to expose an indoor side portion of the beam, and the chamber of the beam The container house as described in any one of Claims 1-4 comprised so that the said connection means can be mounted | worn to an inner side exposed part. 直方体を為し、かつ、少なくとも一つの側面がその両端に梁を有する連結面に構成される複数のコンテナ、及び隣合う前記梁どうしを互いに離れないように相対固定する連結手段の複数とを用意し、
前記連結面どうしが対向するように前記コンテナを隣り合わせて並べてから、各前記連結面が対向配備されることで隣合う梁どうしを前記連結手段を用いて連結させるコンテナハウスの作成方法。
Prepare a plurality of containers that have a rectangular parallelepiped shape, and at least one side surface has a connecting surface having beams at both ends, and a plurality of connecting means for relatively fixing adjacent beams so as not to leave each other. And
A container house creating method in which the containers are arranged side by side so that the connecting surfaces face each other, and then the adjacent beams are connected using the connecting means by arranging the connecting surfaces facing each other.
前記連結手段として、前記隣合う梁どうしのうちの一方の梁に回り込む第1挟み部と他方の梁に回り込む第2挟み部とを有してコ字状又は略コ字状を呈する挟み具と、前記第1挟み部と前記第2挟み部と互いに押付けあうための雄ネジとを設けて成る万力構造のもの、或いは、隣合う前記梁どうしに亘って架設される連結板と、この連結板と各梁とに跨って溶接されることによる溶着部とで構成されるものである請求項6に記載のコンテナハウスの作成方法。   A pinching tool having a U-shape or a substantially U-shape having a first pinching portion that wraps around one of the adjacent beams and a second pinching portion that wraps around the other beam as the connecting means; A vise structure in which a male screw is provided for pressing the first sandwiching portion and the second sandwiching portion with each other, or a connecting plate constructed between adjacent beams, and this connection The method for creating a container house according to claim 6, comprising a welded portion formed by welding across a plate and each beam.
JP2007105137A 2007-04-12 2007-04-12 Container house and its production method Pending JP2008261160A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012193608A (en) * 2011-02-28 2012-10-11 Kenji Sunagawa Building construction method for concrete container house
JP2018040553A (en) * 2016-09-09 2018-03-15 株式会社フジタ Refrigeration warehouse
JP7088518B1 (en) * 2022-02-18 2022-06-21 株式会社グリーンフィールド Articulated structure of marine container used for fungal bed cultivation
JP2022138941A (en) * 2021-03-11 2022-09-26 株式会社ランドピア Frame unit and simple structure

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012193608A (en) * 2011-02-28 2012-10-11 Kenji Sunagawa Building construction method for concrete container house
JP2012193607A (en) * 2011-02-28 2012-10-11 Kenji Sunagawa Concrete container house
JP2012193597A (en) * 2011-02-28 2012-10-11 Kenji Sunagawa Concrete container house
JP2013155601A (en) * 2011-02-28 2013-08-15 Kenji Sunagawa Building construction method for concrete container house
JP2018040553A (en) * 2016-09-09 2018-03-15 株式会社フジタ Refrigeration warehouse
JP2021101089A (en) * 2016-09-09 2021-07-08 株式会社フジタ Refrigeration warehouse
JP7041297B2 (en) 2016-09-09 2022-03-23 株式会社フジタ Refrigerated warehouse
JP2022138941A (en) * 2021-03-11 2022-09-26 株式会社ランドピア Frame unit and simple structure
JP7178730B2 (en) 2021-03-11 2022-11-28 株式会社ランドピア Frame unit and simple structure
JP7088518B1 (en) * 2022-02-18 2022-06-21 株式会社グリーンフィールド Articulated structure of marine container used for fungal bed cultivation

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