JP2009002103A - Building horizontal member reinforcing implement, and construction method of building structure - Google Patents

Building horizontal member reinforcing implement, and construction method of building structure Download PDF

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JP2009002103A
JP2009002103A JP2007166185A JP2007166185A JP2009002103A JP 2009002103 A JP2009002103 A JP 2009002103A JP 2007166185 A JP2007166185 A JP 2007166185A JP 2007166185 A JP2007166185 A JP 2007166185A JP 2009002103 A JP2009002103 A JP 2009002103A
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building
cross member
reinforcing
reinforcing plate
plate
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JP4628401B2 (en
JP2009002103A5 (en
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Shigeo Ogawa
繁雄 小川
Yoshihiro Ogawa
義弘 小川
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<P>PROBLEM TO BE SOLVED: To provide a building horizontal member reinforcing implement for reinforcing a building horizontal member to permit construction of a building structure having a large frontage below the building horizontal member, and a construction method of the building structure using the building horizontal member reinforcing implement. <P>SOLUTION: The building horizontal member reinforcing implement is constituted by providing a long reinforcing plate 1 with clamp parts 5 that can be held and fixed to the building horizontal member 4 fixed in a laid state between mounting parts 2 such as between building vertical members 3, and fixing the clamp parts 5 to the building horizontal member 4 to dispose the reinforcing plate 1 in a state of being provided along the building horizontal member 4. The reinforcing plate 1 is provided with the clamp parts 5 so that the clamp parts 5 can be fixed to the building horizontal member 4 in a vertically installed state in which the plate face direction of the reinforcing plate 1 is placed in a vertical direction. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、建築用横材の強度不足を補って、例えばこの建築用横材の下方に広い間口を有するような建築構造物を構築することが可能となる建築用横材補強具、並びにこの建築用横材補強具を用いて行う建築構造物の構築方法に関するものである。   The present invention compensates for the lack of strength of a crosspiece for building, for example, a crosspiece reinforcing member for building capable of building a building structure having a wide frontage below the crosspiece for building, and this It is related with the construction method of the building structure performed using the crossing material reinforcement tool for buildings.

農家などでは、個人自らが仮設足場などの構築に用いられる単管とクランプを使用して簡易的なガレージや物置小屋などの建築構造物Bを構築しているところがある。具体的には、例えば図1に示すように、住居用の家屋19側に存する骨組(単管)を接合金具20を用いて家屋19の一側壁面に固定することで、図15に示すように家屋19に並設させて強度を保持した単管建築構造物Bを実現している。   Some farmers, for example, have built a simple building structure B such as a garage or a storage shed by using a single pipe and a clamp that are used for construction of a temporary scaffolding. Specifically, as shown in FIG. 1, for example, as shown in FIG. 15, a frame (single pipe) existing on the house 19 side for residence is fixed to one side wall surface of the house 19 using a joining metal fitting 20. The single-pipe building structure B that is arranged in parallel with the house 19 and maintains strength is realized.

このような単管を用いて構築するガレージや物置小屋は、比較的簡単に組め、専門の建築業者に依頼して建築してもらう場合に比べて非常に安価に構築できるというメリットがあるため、農家を中心に広く実施されるようになってきている。   Because the garage and storage shed constructed using such a single pipe is relatively easy to assemble and has the merit that it can be built at a very low cost compared to the case of requesting a specialized contractor to build, It has come to be widely implemented mainly by farmers.

しかしながら、このような単管建築構造物Bは、骨組材が単管であることから強度的に限界があり、この強度の問題から設計上の制約を受け、所望した通りに構築物を構築することは困難であった。   However, such a single-pipe building structure B has a limit in strength because the frame material is a single pipe, and due to this strength problem, it is subject to design restrictions and builds the structure as desired. Was difficult.

即ち、例えば長い単管を、建築用縦材3(縦設単管3A)間に架設固定する建築用横材4として使用した場合には、図16に示すようにこの横設単管4Aの途中部が強度不足により下方へ撓むように変形してしまうため、これを防止するためには支柱として機能する他の縦設単管3Aをこの横設単管4Aの途中部の下方に設置する必要があり、横設単管4A下方の間口を横設単管4Aの長さと同等に形成することは不可能であった。   That is, for example, when a long single pipe is used as a building cross member 4 that is constructed and fixed between the vertical members 3 (vertical single tubes 3A), as shown in FIG. Since the middle part is deformed to be bent downward due to insufficient strength, in order to prevent this, it is necessary to install another vertical single pipe 3A functioning as a support below the middle part of the horizontal single pipe 4A. Therefore, it was impossible to form the opening below the horizontal single pipe 4A to be equal to the length of the horizontal single pipe 4A.

してみると、例えば、自動車を二台横に並べて駐車できるガレージを構築する場合には、自動車の出し入れのし易さなどを考慮してガレージの出入り口(間口)を自動車二台分以上に広く確保したいが、この間口確保のために出入り口上方に長い横設単管4Aを設置すると、この横設単管4Aの強度が足りず、下方に撓んできてしまうために途中に支柱(縦設単管3A)を設置しなければならなくなり、この支柱によって出入り口が仕切られてどうしても狭い出入り口になってしまうなどの問題があった。   For example, when building a garage where two cars can be parked side by side, the garage doorway (frontage) is wider than two cars in consideration of ease of taking in and out of the car. To secure the frontage, if a long horizontal single pipe 4A is installed above the doorway, the horizontal single pipe 4A will not be strong enough to bend downwards, so it will bend downward. A single pipe 3A) has to be installed, and the entrance / exit is partitioned by this support column, which inevitably becomes a narrow entrance / exit.

また、農家では、収穫した多量の米などを保管しておく広い保管場所が必要であり、前記したような単管建築構造物Bにより、二階建ての物置小屋のような低コストで大容量の保管場所を確保できれば非常に有用であると考えられる。   In addition, the farmer needs a large storage place for storing a large amount of harvested rice and the like, and the single pipe building structure B as described above has a low cost and a large capacity such as a two-story storage shed. It would be very useful if a storage location could be secured.

しかし、この単管建築構造物Bは、二階建ての小屋などを作ること自体は可能であるが、上記した強度的な問題から、二階部分を支える建築用横材4上に張設した床上に米などの重量物を多量に保管することは叶わなかった。   However, this single-pipe building structure B can make a two-storied hut itself, but due to the above-mentioned strength problems, on the floor stretched on the building crosspiece 4 that supports the second-story part. It was not possible to store large quantities of heavy items such as rice.

出願人は、このような現状に鑑み、例えば、上記したように簡単に且つ非常に安価に組立できる有用な単管建築構造物を、もっと設計の自由度が向上して間口を広くしたり床強度を向上して重量物をたくさん保管できたりするような実用性の増すものにできないかと長年研究を続け試行錯誤した末に、建築用横材に高い補強作用を付与して設計の自由度を向上させることができる本発明の建築用横材補強具並びにこの建築用横材補強具を用いて行う建築構造物の構築方法を完成させた。   In view of such a current situation, the applicant, for example, as described above, a useful single-pipe building structure that can be assembled easily and at a very low cost has a higher design freedom and widens the floor. After many years of research and trial and error on whether to increase the practicality, such as increasing the strength and storing a lot of heavy objects, we added a high reinforcing action to the crosspiece for building and increased the freedom of design. The building cross member reinforcement of this invention which can be improved, and the construction method of the building structure performed using this building cross member reinforcement were completed.

添付図面を参照して本発明の要旨を説明する。   The gist of the present invention will be described with reference to the accompanying drawings.

長さのある補強板1に、建築用縦材3間などの取付箇所2間に架設状態にして固定される建築用横材4に抱持固定し得るクランプ部5を設け、このクランプ部5を前記建築用横材4に固定することで、前記補強板1が建築用横材4に沿設状態に配設し、この補強板1の板面方向が上下方向となる縦設状態で建築用横材4に固定し得るように前記クランプ部5を前記補強板1に設けた構成としたことを特徴とする建築用横材補強具に係るものである。   The long reinforcing plate 1 is provided with a clamp portion 5 that can be held and fixed to a building cross member 4 that is fixed in an installed state between attachment points 2 such as between building vertical members 3. Is fixed to the building cross member 4 so that the reinforcing plate 1 is arranged along the building cross member 4 in a vertically installed state in which the plate surface direction of the reinforcing plate 1 is the vertical direction. The construction has a configuration in which the clamp portion 5 is provided on the reinforcing plate 1 so as to be fixed to the cross member 4 for construction.

また、前記クランプ部5を前記建築用横材4に固定した際、長さのある前記補強板1がこの建築用横材4に略平行な沿設状態で配設し得るように、このクランプ部5の前記補強板1への配設位置を設定すると共に、前記補強板1を前記建築用横材4の下方に配設して固定し得るように、前記クランプ部5を構成したことを特徴とする請求項1記載の建築用横材補強具に係るものである。   In addition, when the clamp portion 5 is fixed to the building cross member 4, the clamp plate 5 has a length so that the reinforcing plate 1 can be disposed in a state of being arranged substantially parallel to the building cross member 4. The clamp portion 5 is configured so that the position of the portion 5 on the reinforcing plate 1 is set and the reinforcing plate 1 can be disposed and fixed below the cross member 4 for building. It concerns on the horizontal member reinforcement for construction of Claim 1 characterized by the above-mentioned.

また、前記クランプ部5は、前記建築用横材4としてのパイプ4Aに抱持固定し得るパイプクランプ5Aを採用したことを特徴とする請求項1,2のいずれか1項に記載の建築用横材補強具に係るものである。   Moreover, the said clamp part 5 employ | adopted the pipe clamp 5A which can be held and fixed to the pipe 4A as the said cross member 4 for construction, The construction for any one of Claims 1 and 2 characterized by the above-mentioned. This relates to a cross member reinforcing tool.

また、帯板状の前記補強板1の長さ方向の一側縁に、この補強板1の長さ方向に間隔を置いて前記クランプ部5を複数突設したことを特徴とする請求項1〜3のいずれか1項に記載の建築用横材補強具に係るものである。   Further, a plurality of the clamp portions 5 are provided on one side edge in the length direction of the reinforcing plate 1 in the form of a band plate with a space in the length direction of the reinforcing plate 1. It concerns on the horizontal member reinforcement for construction of any one of -3.

また、前記補強板1と前記クランプ部5とは一体物で構成せずに別部品により構成し、この別部品の補強板1とクランプ部5とをクランプ連結手段6により着脱自在に連結し得るように構成したことを特徴とする請求項1〜4のいずれか1項に記載の建築用横材補強具に係るものである。   Further, the reinforcing plate 1 and the clamp part 5 are not formed as a single component but are formed as separate parts, and the reinforcing plate 1 and the clamp part 5 of the separate parts can be detachably connected by the clamp connecting means 6. It comprised as mentioned above, It concerns on the horizontal member reinforcement for construction of any one of Claims 1-4 characterized by the above-mentioned.

また、前記クランプ連結手段6は、前記クランプ部5を有し前記補強板1に重合可能なクランプ付連結体7を備え、このクランプ付連結体7を前記補強板1に重合した際に連通する連結孔8をこのクランプ付連結体7と補強板1とに設け、この連通する連結孔8に止着具9を着脱自在に挿通止着することで、補強板1とクランプ付連結体7とを連結して補強板1にクランプ部5を設ける構成としたことを特徴とする請求項5記載の建築用横材補強具に係るものである。   The clamp connecting means 6 includes a clamped connecting body 7 that has the clamp portion 5 and can be superposed on the reinforcing plate 1, and communicates when the clamped connecting body 7 is superposed on the reinforcing plate 1. A connecting hole 8 is provided in the connecting body 7 with a clamp and the reinforcing plate 1, and a fastening tool 9 is detachably inserted into the connecting hole 8 that communicates with the connecting plate 8. The construction is such that the clamp plate 5 is provided on the reinforcing plate 1 by connecting the reinforcing plates 1 to each other.

また、帯板状の前記補強板1は、その長さ方向に他の帯板状の補強板1を並設して並設連結手段10により連結し得るように構成したことを特徴とする請求項1〜6のいずれか1項に記載の建築用横材補強具に係るものである。   The strip-shaped reinforcing plate 1 is configured such that another strip-shaped reinforcing plate 1 is juxtaposed in the length direction and can be connected by the parallel connecting means 10. It concerns on the horizontal member reinforcement for construction of any one of claim | item 1 -6.

また、帯板状の前記補強板1は、その長さ方向と直交する方向に他の帯板状の補強板1を並設して並設連結手段10により連結し得るように構成したことを特徴とする請求項1〜7のいずれか1項に記載の建築用横材補強具に係るものである。   Further, the band plate-shaped reinforcing plate 1 is configured such that another band plate-shaped reinforcing plate 1 can be arranged in parallel in a direction orthogonal to the length direction and can be connected by the parallel connecting means 10. It concerns on the horizontal member reinforcement for construction of any one of Claims 1-7 characterized by the above-mentioned.

また、前記並設連結手段10は、並設した前記各補強板1間に架設状態にして重合する連結板11を備え、この連結板11を各補強板1に重合した際に連通する連結孔8をこの連結板11と各補強板1とに設け、この連通する連結孔8に止着具9を挿通止着することで、並設する各補強板1と連結板11とを連結して並設する各補強板1をこの連結板11を介して連結する構成としたことを特徴とする請求項7,8のいずれか1項に記載の建築用横材補強具に係るものである。   Further, the side-by-side connecting means 10 includes a connecting plate 11 that is superposed between the reinforcing plates 1 that are provided side by side, and a connecting hole that communicates when the connecting plate 11 is superposed on each reinforcing plate 1. 8 is provided on each connecting plate 11 and each reinforcing plate 1, and a fastening tool 9 is inserted and fixed in this connecting connecting hole 8 to connect each reinforcing plate 1 and connecting plate 11 arranged side by side. 9. The cross member reinforcing member for building according to claim 7, wherein the reinforcing plates 1 arranged side by side are connected via the connecting plate 11.

また、建築用縦材3と建築用横材4とを直交あるいは傾斜状態に連結固定して構築される骨組構造体12を有する建築構造物Bの構築方法であって、前記建築用横材4に、前記請求項1〜9のいずれか1項に記載の建築用横材補強具Aを、前記クランプ部5を介して固定することを特徴とする建築構造物の構築方法に係るものである。   Moreover, it is a construction method of a building structure B having a frame structure 12 constructed by connecting and fixing a building vertical member 3 and a building cross member 4 in an orthogonal or inclined state, and the building cross member 4 In addition, the building cross member reinforcing tool A according to any one of claims 1 to 9 is fixed via the clamp portion 5 according to a construction method of a building structure. .

また、少なくとも前記建築用横材4がパイプ4Aを採用して構成された建築構造物Bの構築方法であって、前記建築用横材補強具Aの前記クランプ部5は、前記建築用横材4としてのパイプ4Aに抱持固定し得るパイプクランプ5Aを採用し、このパイプクランプ5Aを建築用横材4としてのパイプ4Aに抱持固定することで建築用横材4に前記建築用横材補強具Aを固定することを特徴とする請求項10記載の建築構造物の構築方法に係るものである。   Further, at least the building cross member 4 is a construction method of a building structure B configured by adopting a pipe 4A, and the clamp portion 5 of the building cross member reinforcing tool A is the building cross member. The pipe clamp 5A that can be held and fixed to the pipe 4A as the No. 4 is adopted, and this pipe clamp 5A is held and fixed to the pipe 4A as the building horizontal member 4 to thereby fix the building horizontal member 4 to the building horizontal member 4 The reinforcing tool A is fixed, and the building structure building method according to claim 10 is provided.

本発明は上述のように構成したから、建築用横材にクランプ部を介して本発明の建築用横材補強具を固定すると、建築用横架材にこの建築用横架材を変形させようとする荷重が加わった際に、この荷重が建築用横架材だけでなく補強板によっても支持されることになり、しかも、この補強板は、その板面方向が上下方向となる縦設状態で建築用横材に固定されるために、建築用横材に対して常に加わるこの建築用横材を上下方向に変形させようとする荷重に対して強い耐変形強度を発揮して建築用横材の変形を防止できることになり、従って、本補強具によって補強した建築用横材は耐変形強度が著しく増すことになるため、長い建築用横材であっても建築用横材が下方へ撓み変形するようなことがなく、よって、設計の自由度が向上し、補強した長い建築用横材の下方に広い間口を確保したり、補強した建築用横材の上方に耐荷重性の高いフロアスペースを構築したりすることが可能となる。   Since the present invention is configured as described above, when the architectural cross member reinforcing tool of the present invention is fixed to the building cross member via the clamp portion, the building cross member will be deformed to the building cross member. When this load is applied, this load will be supported not only by the building horizontal member but also by the reinforcing plate, and the reinforcing plate is in a vertically installed state in which the plate surface direction is the vertical direction. Because it is fixed to the building cross member, the building cross member is always applied to the building cross member. Therefore, the structural cross member reinforced by this reinforcing tool will have a significantly increased deformation resistance, so that even if it is a long structural cross member, the structural cross member will bend downward. There is no deformation, so the degree of freedom in design is improved and compensation is made. By ensuring a wide frontage below the long building crosspiece that makes it possible or build high floor space of load bearing above the reinforced building crosspiece.

従って、例えば、本補強具を固定した長い建築用横材を使用することで、自動車二台分以上の開口幅の出入り口(間口)を有するガレージを構築したり、二階の床を支える一階の天井部分の建築用横材に本補強具を固定して補強することで、非常に強度が高く耐荷重性に秀れた二階の床を有する二階建ての物置小屋などを構築することが可能となるなど、極めて実用性に秀れた画期的な建築用横材補強具となる。   Therefore, for example, by using a long building cross member with this reinforcing fixture fixed, a garage having an entrance (frontage) with an opening width of two or more cars can be constructed, or the first floor supporting the second floor It is possible to construct a two-story storage shed with a second floor that is very strong and has excellent load resistance by fixing and reinforcing this reinforcing tool to the building cross member on the ceiling. It becomes an epoch-making slab reinforcement for construction that is extremely practical.

また、本発明においては、建築用横材の補強材として板(補強板)を採用したから、板材は安価に且つ簡易に入手可能であるため、本発明は簡易に設計実現可能であると共に、板材は軽量で取り扱い性に秀れ、建築用横材に固定してもさほど作業性を損なうこともないなど、極めて実用性に秀れた建築用横材補強具となる。   Further, in the present invention, since a plate (reinforcing plate) is adopted as a reinforcing material for the cross member for building, the plate material can be obtained at low cost and easily, so the present invention can be easily designed and realized, The plate material is lightweight and excellent in handling property, and it is a practical cross member reinforcing member excellent in practicality.

また、請求項2記載の発明においては、補強板が建築用横材よりさほど大きく突出しないために取り扱い性に秀れると共に、骨組として組み込んだ際に他の建築材や空間を圧迫しにくいなど、一層実用性に秀れた構成の建築用横材補強具となる。   In addition, in the invention of claim 2, the reinforcing plate does not protrude so much from the building cross member, so that it is excellent in handleability, and it is difficult to press other building materials and spaces when incorporated as a framework, etc. It becomes a cross member reinforcement for construction with a construction that is more practical.

また、請求項3記載の発明においては、パイプ(単管など)を建築用横材として構築するこれまでの建築構造物は、安価に構築可能な反面パイプ自体の強度が不足がちであるために設計上の制約があるという問題があったが、本補強具により建築用横材として用いるパイプに簡単に強度を持たせることができるので、設計の自由度が向上してただのパイプだけでは実現不可能だった出入り口(間口)の広いガレージや耐荷重性の高い二階床を備えた二階建ての物置小屋などを簡易に構築することが可能となる一層実用性に秀れた構成の建築用横材補強具となる。   Moreover, in the invention of Claim 3, since the conventional building structure which constructs a pipe (single pipe etc.) as a cross member for construction can be constructed at low cost, the strength of the pipe itself tends to be insufficient. Although there was a problem that there was a restriction in design, this reinforcement can easily give strength to the pipe used as a cross member for construction, so the degree of freedom in design is improved and it can be realized with just a pipe A horizontal building with a more practical structure that makes it possible to easily build a garage with a wide entrance and exit, and a two-story shed with a high-load-bearing second floor. It becomes a material reinforcement.

また、請求項4記載の発明においては、前記作用・効果を確実に発揮する本発明の建築用横材補強具を簡易に設計実現可能となる。   In the invention according to claim 4, it is possible to easily design and implement the building cross member reinforcing tool according to the present invention that reliably exhibits the above-described functions and effects.

また、請求項5記載の発明においては、例えば、補強板にクランプ部を溶接するような構成に比して、補強板にクランプ部を設ける構成(クランプ連結手段)を簡易に設計実現可能であると共に、補強板に対して最適な位置にクランプ部を連結できるような構成とすることも簡易に設計実現可能であるなど、一層実用性に秀れた構成の建築用横材補強具となる。   Further, in the invention described in claim 5, for example, compared to a configuration in which the clamp portion is welded to the reinforcing plate, a configuration in which the clamp portion is provided on the reinforcing plate (clamp connecting means) can be easily designed and realized. At the same time, it is possible to easily achieve the design such that the clamp portion can be connected to the optimum position with respect to the reinforcing plate. Thus, the construction cross member reinforcing tool has a more excellent practicality.

また、請求項6記載の発明においては、前記クランプ連結手段を簡易な構造により容易に設計実現可能となる一層実用性に秀れた構成の建築用横材補強具となる。   Further, in the invention described in claim 6, it is a cross member reinforcing member for construction having a structure more excellent in practicality in which the clamp connecting means can be easily designed and realized with a simple structure.

また、請求項7記載の発明においては、さほど長さのない補強板であっても、建築用横材の長さに応じて継ぎ足し連結して対応することができるので汎用性に秀れ、これにより補強板は短いものでも構成可能であるので、一層取り扱い性に秀れた本建築用補強具を実現可能であるなど、極めて実用性に秀れた構成の建築用横材補強具となる。   Further, in the invention according to claim 7, even if the reinforcing plate is not so long, it can be added and connected according to the length of the building cross member, so it has excellent versatility. Therefore, even if the reinforcing plate is short, it can be constructed, so that it is possible to realize the building reinforcing tool with excellent handling property, and the building reinforcing material reinforcing tool has a structure excellent in practicality.

また、請求項8記載の発明においては、建築用横材に対する補強強度を一層向上させることができる一層実用性に秀れた構成の建築用横材補強具となる。   Moreover, in invention of Claim 8, it becomes the crossing material reinforcement tool of the structure of the structure excellent in the further practicality which can further improve the reinforcement strength with respect to the crossing material for construction.

また、請求項9記載の発明においては、補強板を並設して連結する並設連結手段を簡易な構造により容易に設計実現可能となる一層実用性に秀れた構成の建築用横材補強具となる。   Further, in the invention according to claim 9, the cross member reinforcement for construction having a more excellent structure that can easily design and realize the parallel connection means for connecting and connecting the reinforcing plates in a simple structure. It becomes a tool.

また、請求項10記載の発明においては、前記作用・効果を発揮する極めて実用性に秀れた画期的な建築構造物の構築方法となる。   In the invention according to claim 10, it is an epoch-making method for building a building structure that exhibits the above-mentioned functions and effects and is extremely practical.

また、請求項11記載の発明においては、単管などのパイプによる建築構造物の建築用横材(横設パイプ)に簡単に強度を持たせることができるので、設計の自由度が向上して出入り口(間口)の広いガレージや耐荷重性の高い二階床を備えた二階建ての物置小屋などを簡易に且つ安価に構築可能となる一層実用性に秀れた構成の建築構造物の構築方法となる。   Further, in the invention according to claim 11, the strength of the building cross member (horizontal pipe) of the building structure by a pipe such as a single pipe can be easily given, so that the degree of freedom of design is improved. A construction method of a building structure with a more practical configuration that can easily and inexpensively construct a two-storey shed with a large garage with a wide entrance and exit (frontage) and a high-load-resistant second floor. Become.

好適と考える本発明の実施形態(発明をどのように実施するか)を、図面に基づいて本発明の作用を示して簡単に説明する。   Embodiments of the present invention that are considered suitable (how to carry out the invention) will be briefly described with reference to the drawings, illustrating the operation of the present invention.

建築用横材4に、クランプ部5を抱持固定して本発明の建築用横材補強具Aを固定することができる。   The building cross member reinforcing tool A of the present invention can be fixed by holding and fixing the clamp portion 5 to the building cross member 4.

すると、補強板1が建築用横材4に沿設状態に配設すると共に、この補強板1は、その板面方向が上下方向となる縦設状態で建築用横材4に固定されることになる。   Then, the reinforcing plate 1 is arranged along the building cross member 4 and is fixed to the building cross member 4 in a vertical state in which the plate surface direction is the vertical direction. become.

そのため、建築用横架材4にこの建築用横架材4が変形しようとする荷重が加わった際には、この荷重が建築用横架材4だけでなく前記補強板1によっても支持されることになるので、建築用横架材4の耐変形強度が向上する。   For this reason, when a load is applied to the building horizontal member 4 to deform the building horizontal member 4, the load is supported not only by the building horizontal member 4 but also by the reinforcing plate 1. As a result, the deformation resistance strength of the building horizontal member 4 is improved.

しかも、この補強板1は、その板面方向が上下方向となる縦設状態で建築用横材4に固定されるので、この補強板1の強度は特に建築用横材4を上下方向に変形させようとする荷重に対して強い耐変形強度を発揮する。   Moreover, since the reinforcing plate 1 is fixed to the building cross member 4 in a vertical state in which the plate surface direction is the vertical direction, the strength of the reinforcing plate 1 is particularly deformed in the vertical direction of the building cross member 4. Demonstrates strong deformation resistance against the load to be applied.

即ち、板は、その板厚方向への変形荷重に対しては弱いが、板幅方向への変形荷重に対しては強い耐変形強度を発揮する性質を有している。この板の性質を利用し、建築用横材4が上下方向に変形しようとすることに抗して、補強板1が最も高い耐変形強度を発揮する状態(板面方向)となるようにして建築用横材4に固定されるため、建築用横材4の上下方向への変形が極めて強固に防止される。   In other words, the plate is weak against a deformation load in the plate thickness direction, but has a property of exhibiting a strong deformation resistance against a deformation load in the plate width direction. Utilizing the properties of this plate, the reinforcing plate 1 is in a state (plate surface direction) in which the reinforcing plate 1 exhibits the highest deformation resistance against the fact that the crosspiece 4 for building is going to be deformed in the vertical direction. Since it is fixed to the crosspiece 4 for construction, deformation in the vertical direction of the crosspiece 4 for construction is prevented extremely firmly.

そのため、建築構造物Bは、建築用縦材3と建築用横材4とを直交あるいは傾斜状態に連結固定して骨組構造体12を構築するものが一般的であり、例えば支柱として機能する左右の建築用縦材3(取付箇所2)間に架設状態にして本補強具Aを固定した建築用横材4を設置固定すると、この建築用横材4には、図15に示すように常にこの建築用横材4を下方へ撓ませようとする荷重が加わるが、この荷重が補強板1の補強作用によって良好に支えられて建築用横材4の変形が防止されることになる。   Therefore, the building structure B is generally constructed by constructing the frame structure 12 by connecting and fixing the building vertical members 3 and the building cross members 4 orthogonally or in an inclined state. When the building cross member 4 having the reinforcing tool A fixed thereto is installed and fixed between the building vertical members 3 (attachment points 2), the building cross member 4 is always attached to the building cross member 4 as shown in FIG. Although a load is applied to bend the crosspiece 4 for building downward, this load is favorably supported by the reinforcing action of the reinforcing plate 1 and deformation of the crosspiece 4 for building is prevented.

従って、このように本補強具Aによって建築用横材4は耐変形強度が著しく増すことになるため、たとえ強度不足の懸念のある長い建築用横材4を使用した場合であっても、本補強具Aで補強することにより、その途中に補強用の支柱などを設置せずとも建築用横材4が下方へ撓み変形するようなことがなく、よって、この長い建築用横材4の下方に支柱のない広い間口(例えば出入り口21など)を確保することが可能となる。   Therefore, since the cross member 4 for building is remarkably increased in deformation resistance by the reinforcing tool A in this way, even if the long cross member 4 for which there is a fear of insufficient strength is used, By reinforcing with the reinforcing tool A, the building cross member 4 does not bend and deform downward without installing a reinforcing post or the like in the middle thereof. It is possible to secure a wide frontage (for example, the entrance / exit 21) without a support.

従って、例えばガレージを構築する場合には、たとえ建築用横材4に強度不足の懸念があったとしても、長い建築用横材4に本補強具Aを固定して使用することでこの建築用横材4の下方に自動車C二台分以上の開口幅の出入り口21(間口)を形成することが可能となるので、自動車Cを二台横に並べて駐車できて出し入れも容易に行われる実用性に秀れたガレージを構築することが可能となる。   Therefore, for example, when constructing a garage, even if there is a concern about insufficient strength of the building cross member 4, this reinforcing tool A is fixed to the long building cross member 4 and used for this building. Since it is possible to form an entrance / exit 21 (frontage) with an opening width equal to or greater than that of two cars C below the cross member 4, the utility that the two cars C can be parked side by side and can be easily put in and out. It becomes possible to build an excellent garage.

また、例えば、二階建ての物置小屋などを構築する場合に、二階の床を支える一階の天井部分の建築用横材4に本補強具Aを固定して補強することとすれば、非常に強度が高く、耐荷重性に秀れた二階の床を形成することができ、二階にまでも重量物を多量に保管できる実用的な物置小屋が完成することになる。   Also, for example, when building a two-story storage shed, etc., if this reinforcing tool A is fixed and reinforced to the building cross member 4 on the first-floor ceiling that supports the second-floor floor, A second floor with high strength and excellent load resistance can be formed, and a practical storage shed that can store a large amount of heavy objects up to the second floor is completed.

特に、単管などのパイプ4Aを少なくとも建築用横材4として構築する建築構造物Bにおいては、パイプ4Aの強度がさほど強くはないために建築用横材4として採用した横設パイプ4Aの長さが長いと、この横設パイプ4Aが下方へ撓み変形してしまうことが往々にしてあり、これが原因で設計上の制約を受けるという問題があったが、この横設パイプ4Aに本補強具Aを固定して補強することで横設パイプ4Aの撓み変形が防止されることになり、このような建築材自体に強度のないものを用いる建築構造物Bにおいては、本補強具Aは極めて有用となる。即ち、建築材自体に強度がなくとも、本補強具Aを使用することで設計の自由度が著しく向上し、ただのパイプだけでは実現不可能であった出入り口21(間口)の広いガレージや耐荷重性の高い二階床を備えた二階建ての物置小屋などを簡易に且つ非常に安価に構築可能となる。   In particular, in the building structure B in which a pipe 4A such as a single pipe is constructed as at least the cross member 4 for building, the strength of the horizontal pipe 4A employed as the cross member 4 for building is not high because the strength of the pipe 4A is not so strong. When the length of the horizontal pipe 4A is long, the horizontal pipe 4A is often bent downward and deformed, and there is a problem that the design is restricted due to this. By fixing and reinforcing A, bending deformation of the horizontal pipe 4A will be prevented, and in the building structure B using such a building material having no strength, the reinforcing tool A is extremely Useful. In other words, even if the building material itself is not strong, the use of this reinforcing tool A significantly improves the degree of freedom in design, and it has a wide garage with a large entrance / exit 21 (frontage) that could not be realized with just a pipe. A two-story storage shed equipped with a high-loading second-floor floor can be easily and very inexpensively constructed.

また、補強材として採用した板材(補強板1)は、安価に且つ簡易に入手可能であるため本発明の補強板1は簡易に設計実現可能であると共に、板材は軽量で取り扱い性に秀れる上、建築用横材4に固定してもさほど作業性を損なうこともないので実用的である。   Further, since the plate material (reinforcing plate 1) employed as the reinforcing material can be obtained inexpensively and easily, the reinforcing plate 1 of the present invention can be easily designed and realized, and the plate material is light and excellent in handleability. Moreover, even if it is fixed to the cross member 4 for construction, it is practical because it does not impair the workability so much.

また、例えば、前記クランプ部5を前記建築用横材4に固定した際、長さのある前記補強板1がこの建築用横材4に略平行な沿設状態で配設し得るように、このクランプ部5の前記補強板1への配設位置を設定すると共に、前記補強板1を前記建築用横材4の下方に配設して固定し得るように、前記クランプ部5を構成すれば、補強板1が建築用横材4と平行に沿設しているために、本補強具Aを固定した建築用横材4の取り扱い性が大きく損なわれるようなことがない上、構造物内の空間を圧迫しにくく、また、補強板1が建築用横材4の下方に配設するため、この建築用横材4上方への床材17などの取り付けに際して補強板1が邪魔とならないなど、一層実用的となる。   Also, for example, when the clamp portion 5 is fixed to the building cross member 4, the reinforcing plate 1 having a length can be disposed in a state of being installed substantially parallel to the building cross member 4. The clamp portion 5 is configured so that the position where the clamp portion 5 is disposed on the reinforcing plate 1 is set and the reinforcing plate 1 can be disposed and fixed below the architectural cross member 4. For example, since the reinforcing plate 1 is provided in parallel with the building cross member 4, the handling property of the building cross member 4 to which the present reinforcing tool A is fixed is not greatly impaired. It is difficult to compress the interior space, and the reinforcing plate 1 is disposed below the building cross member 4, so that the reinforcing plate 1 does not interfere with the installation of the floor material 17 or the like above the building cross member 4. It becomes more practical.

また、例えば、前記クランプ部5は、前記建築用横材4としてのパイプ4Aに抱持固定し得るパイプクランプ5Aを採用すれば、安価に構築可能なパイプ4A(単管など)による建築構造物Bに本補強具により簡単に強度を持たせることができ、これにより出入り口21(間口)の広いガレージや耐荷重性の高い二階床を備えた二階建ての物置小屋などを簡易に設計実現可能となるなど、一層実用的となる。   In addition, for example, if the pipe clamp 5A that can be held and fixed to the pipe 4A as the building cross member 4 is used as the clamp part 5, the building structure is constructed by a pipe 4A (single pipe or the like) that can be constructed at low cost. B can be easily strengthened by this reinforcing tool, which makes it possible to easily design a garage with a wide entrance / exit 21 (frontage) and a two-story storage shed with a high load-bearing second floor. It becomes more practical.

また、例えば、帯板状の前記補強板1の長さ方向の一側縁に、この補強板1の長さ方向に間隔を置いて前記クランプ部5を複数突設した構成とすれば、複数のクランプ部5により本補強具Aを建築用横材4に強固に固定して確実に補強作用を付与することができる上、補強板1が帯板状であるため、この補強板1の長さ方向の一側縁に、建築用横材4に対して抱持固定する複数のクランプ部5を簡易に配置可能であるなど、一層実用的となる。   Further, for example, if a plurality of the clamp portions 5 are protruded from one side edge in the length direction of the reinforcing plate 1 in the form of a band plate with a gap in the length direction of the reinforcing plate 1. In addition to firmly fixing the reinforcing tool A to the cross member 4 for construction by the clamp portion 5, the reinforcing plate 1 is in the shape of a strip, and the length of the reinforcing plate 1 It becomes even more practical, for example, that a plurality of clamp portions 5 for holding and fixing to the building cross member 4 can be easily arranged on one side edge in the vertical direction.

また、例えば、前記補強板1と前記クランプ部5とは一体物で構成せずに別部品により構成し、この別部品の補強板1とクランプ部5とをクランプ連結手段6により着脱自在に連結し得るように構成すれば、補強板1にクランプ部5を溶接固定するような構成に比べて製作が容易であり、しかも、例えば、より良い補強作用が建築用横材4に対して付与されるように補強板1の適所へ所望数のクランプ部5を自由に連結配置できたり、他の建築材に対してクランプ部5が干渉しないようにクランプ部5を配置できるような構成も簡易に設計実現可能であるなど、一層実用的となる。   Further, for example, the reinforcing plate 1 and the clamp part 5 are not formed as a single piece but are formed as separate parts, and the separate reinforcing plate 1 and the clamp part 5 are detachably connected by the clamp connecting means 6. If it is configured to be able to manufacture, it is easier to manufacture than the configuration in which the clamp portion 5 is welded and fixed to the reinforcing plate 1 and, for example, a better reinforcing action is given to the building cross member 4. A configuration in which a desired number of clamp parts 5 can be freely connected to appropriate positions of the reinforcing plate 1 and the clamp parts 5 can be arranged so that the clamp parts 5 do not interfere with other building materials is also simple. Design becomes feasible and more practical.

また、例えば、帯板状の前記補強板1は、その長さ方向に他の帯板状の補強板1を並設して並設連結手段10により連結し得るように構成すれば、さほど長さのない補強板1であっても、建築用横材4の長さに応じて継ぎ足し連結して対応使用することができ、これにより補強板1はさほど長さのないものでも構成可能であるので、取り扱い性に秀れた本建築用補強具を実現可能であるなど、一層実用的となる。   Further, for example, the band plate-like reinforcing plate 1 is so long that it is configured so that another band plate-like reinforcing plate 1 can be arranged in parallel in the length direction and can be connected by the parallel connecting means 10. Even if the reinforcing plate 1 is not long, it can be used by adding and connecting according to the length of the cross member 4 for construction, so that the reinforcing plate 1 can be configured even with a short length. Therefore, it becomes more practical, for example, it is possible to realize a reinforcing tool for building with excellent handling properties.

また、例えば、帯板状の前記補強板1は、その長さ方向と直交する方向に他の帯板状の補強板1を並設して並設連結手段10により連結し得るように構成すれば、複数の帯板状の補強板1を幅方向に並べて連結した幅広な集合体を構成することで、建築用横材4に対する補強強度を一層向上させることができ、一層実用的となる。   Further, for example, the strip-shaped reinforcing plate 1 is configured such that another strip-shaped reinforcing plate 1 is juxtaposed in a direction orthogonal to the length direction and can be coupled by the parallel coupling means 10. For example, by forming a wide assembly in which a plurality of strip-shaped reinforcing plates 1 are arranged and connected in the width direction, the reinforcing strength for the cross member 4 for building can be further improved, and it becomes more practical.

本発明の具体的な実施例1について図1〜図7に基づいて説明する。   A first embodiment of the present invention will be described with reference to FIGS.

本実施例は、パイプ(図面は丸形の単管)を採用した建築用縦材3と建築用横材4とを直交あるいは傾斜状態に連結固定して構築される骨組構造体12を有する建築構造物Bを形成するための前記建築用横材4、即ち横設パイプ4A(横設単管4A)を補強する建築用横材補強具Aに適用している。   In this embodiment, a building having a frame structure 12 constructed by connecting and fixing a building vertical member 3 and a building cross member 4 which are pipes (the drawing is a round single pipe) in an orthogonal or inclined state. This is applied to the building cross member reinforcement A for reinforcing the building cross member 4 for forming the structure B, that is, the horizontal pipe 4A (horizontal single pipe 4A).

具体的には、本実施例の建築用横材補強具Aは、長さのある補強板1に、建築用縦材3(縦設パイプ3A)間などの取付箇所2間に架設状態にして固定される建築用横材4に抱持固定し得るクランプ部5を設けている。   Specifically, the building cross member reinforcing tool A according to the present embodiment is installed on the reinforcing plate 1 having a length between the attachment points 2 such as between the building vertical members 3 (vertical pipes 3A). The clamp part 5 which can be held and fixed to the crosspiece 4 for construction to be fixed is provided.

本実施例の補強板1は、金属製の帯板材を採用して構成している。   The reinforcing plate 1 of the present embodiment is configured by adopting a metal strip material.

また、クランプ部5は、パイプクランプ5A(図面では公知の単管クランプ5A)を採用して構成している。   Moreover, the clamp part 5 employ | adopts and comprises the pipe clamp 5A (it is a well-known single pipe clamp 5A in drawing).

本実施例では、帯板状の補強板1の長さ方向の一側縁に、この補強板1の長さ方向に間隔を置いてクランプ部5を複数突設した構成としている。   In the present embodiment, a plurality of clamp portions 5 are provided on one side edge in the length direction of the belt-shaped reinforcing plate 1 at intervals in the length direction of the reinforcing plate 1.

また、補強板1とクランプ部5とは別製(別部品)とし、この別部品の補強板1とクランプ部5とをクランプ連結手段6により着脱自在に連結している。   Further, the reinforcing plate 1 and the clamp part 5 are made separately (separate parts), and the reinforcing plate 1 and the clamp part 5 of the separate parts are detachably connected by the clamp connecting means 6.

本実施例のクランプ連結手段6について説明すると、前記クランプ部5を有し前記補強板1に重合可能な帯板状のクランプ付連結体7を構成し、このクランプ付連結体7を前記補強板1に重合した際に連通する連結孔8をこのクランプ付連結体7と補強板1とに設け、この連通する連結孔8に止着具9を着脱自在に挿通止着することで、補強板1とクランプ付連結体7とを連結して補強板1にクランプ部5を突設する構成としている。   The clamp connecting means 6 according to the present embodiment will be described. A band-plate-like connecting body 7 with a clamp that has the clamp portion 5 and can be superposed on the reinforcing plate 1 is formed, and the connecting body 7 with the clamp is used as the reinforcing plate. A connecting hole 8 that communicates when superposed on 1 is provided in the connecting body 7 with a clamp and the reinforcing plate 1, and a fastening member 9 is detachably inserted into the connecting hole 8 that communicates with the reinforcing plate 1. 1 and the coupling body 7 with a clamp are connected, and the clamp part 5 is projected from the reinforcing plate 1.

更に詳しくは、金属製の帯板7Aの長さ方向の一端部に、この帯板7Aの長さ方向と直交する方向が単管抱持方向となるように配した前記単管クランプ5Aを付設することで前記クランプ付連結体7を構成し、このクランプ付連結体7の帯板7Aには前記連結孔8を貫通形成している。   More specifically, the single tube clamp 5A is attached to one end of the metal strip 7A in the length direction so that the direction perpendicular to the length direction of the strip 7A is the single tube holding direction. Thus, the connecting body with clamp 7 is configured, and the connecting hole 8 is formed through the band plate 7A of the connecting body 7 with clamp.

一方、補強板1は、その長さ方向に間隔を置いた複数個所に前記連結孔8を貫通形成している。   On the other hand, the reinforcing plate 1 has the connecting holes 8 penetratingly formed at a plurality of positions spaced in the length direction.

そして、クランプ付連結体7の帯板7Aを補強板1に重合すると共に、帯板7Aと補強板1とが互いに直交するように配した上で双方の連結孔8を連通させ、この連通させた連結孔8・8にボルト9A・ナット9Bを採用した止着具9のボルト9Aを挿通してナット9B止めすることで、補強板1にクランプ付連結体7(の帯板7A)を固定し、補強板1の一側縁よりクランプ部5(単管クランプ5A)が突設するように構成している。   Then, the band plate 7A of the coupling body 7 with the clamp is superposed on the reinforcing plate 1 and the band plate 7A and the reinforcing plate 1 are arranged so as to be orthogonal to each other, and then both the connecting holes 8 are made to communicate with each other. By fixing the nut 9B by inserting the bolt 9A of the fastener 9 employing the bolt 9A and the nut 9B into the connecting holes 8 and 8, the clamped connecting body 7 (the band plate 7A) is fixed to the reinforcing plate 1. And the clamp part 5 (single pipe clamp 5A) protrudes from one side edge of the reinforcing plate 1.

また、この際、補強板1に形成した複数の連結孔8を選択してクランプ付連結体7を固定することで、補強板1に対するクランプ部5の突設位置を変更したり、補強板1に設けるクランプ部5の数を変更することができる構成としている。   At this time, by selecting a plurality of connecting holes 8 formed in the reinforcing plate 1 and fixing the connecting body 7 with a clamp, the protruding position of the clamp portion 5 relative to the reinforcing plate 1 can be changed, or the reinforcing plate 1 It is set as the structure which can change the number of the clamp parts 5 provided in this.

また、本実施例では、補強板1の長さ方向に略等間隔を置いて複数のクランプ部5が突設するようにすると共に、各クランプ部5が補強板1の一側縁に対して等しい突出度で突設するように、複数のクランプ付連結体7を固定補強板1に固定している。   Further, in the present embodiment, the plurality of clamp portions 5 project from the reinforcing plate 1 at substantially equal intervals in the length direction, and each clamp portion 5 is located on one side edge of the reinforcing plate 1. A plurality of connected bodies 7 with clamps are fixed to the fixed reinforcing plate 1 so as to protrude with an equal degree of protrusion.

このように構成した本実施例の建築用補強具Aを、各クランプ部5(単管クランプ5A)を抱持固定することで建築用横材4としての横設単管4Aに固定すると、補強板1が横設単管4Aと略平行状態で沿設固定することになり、この横設単管4Aにこの建築用横架材4が変形しようとする荷重が加わった際には、この荷重が建築用横架材4だけでなく前記補強板1によっても支持されることとなって、建築用横架材4の耐変形強度が向上する構成としている。   When the construction reinforcing tool A of the present embodiment configured as described above is fixed to the horizontal single pipe 4A as the horizontal member 4 for construction by holding and fixing each clamp portion 5 (single pipe clamp 5A), reinforcement is performed. When the plate 1 is fixed side by side in a substantially parallel state with the horizontal single pipe 4A, and a load is applied to the horizontal horizontal pipe 4A, the load is applied to the horizontal single pipe 4A. Is supported not only by the building horizontal member 4 but also by the reinforcing plate 1 so that the deformation resistance strength of the building horizontal member 4 is improved.

また、単管クランプ5Aは、横設単管4Aに対して360度範囲に自由に補強板1を向けて固定可能であるが、本実施例ではこの補強板1を、前記建築用横材4の下方に配設すると共に、その板面方向が上下方向となる縦設状態となるようにして建築用横材4に固定する。これにより、この補強板1の強度は特に建築用横材4を上下方向に変形させようとする荷重に対して強い耐変形強度を発揮する。即ち、板は、その板厚方向への変形荷重に対しては弱いが、板幅方向への変形荷重に対しては強い耐変形強度を発揮する性質を有している。この板の性質を利用し、建築用横材4が上下方向に変形しようとすることに抗して、補強板1が最も高い耐変形強度を発揮する状態(板面方向)となるようにして建築用横材4に固定することにより、建築用縦材3間(取付箇所2)間に架設状態にして固定される建築用横材4には、常にこの建築用横材4を下方へ撓ませようとする荷重が加わるが、この荷重が補強板1の補強作用によって良好に支えられて建築用横材4の変形が防止されることになる構成としている。   In addition, the single pipe clamp 5A can be fixed with the reinforcing plate 1 facing the horizontal single pipe 4A freely in a range of 360 degrees. In the present embodiment, the reinforcing plate 1 is fixed to the horizontal member 4 for building. And is fixed to the building cross member 4 so that the plate surface direction is in a vertical state with the vertical direction. Thereby, the strength of the reinforcing plate 1 exhibits particularly strong deformation resistance against a load that is intended to deform the cross member 4 for building in the vertical direction. In other words, the plate is weak against a deformation load in the plate thickness direction, but has a property of exhibiting a strong deformation resistance against a deformation load in the plate width direction. Utilizing the properties of this plate, the reinforcing plate 1 is in a state (plate surface direction) in which the reinforcing plate 1 exhibits the highest deformation resistance against the fact that the crosspiece 4 for building is going to be deformed in the vertical direction. By fixing to the crosspiece 4 for building, the crosspiece 4 for construction always fixed to the crosspiece 4 between the construction vertical members 3 (attachment locations 2) is fixed downward. Although a load to be applied is applied, the load is favorably supported by the reinforcing action of the reinforcing plate 1 and the deformation of the building cross member 4 is prevented.

また、本実施例では、細帯状の補強板1を図示しているが、この補強板1の幅(長さ方向と直交する幅)が広い太帯状のものとすることにより、補強強度を向上させることができる構成である。   Further, in the present embodiment, the thin strip-shaped reinforcing plate 1 is illustrated, but the reinforcing strength is improved by making the reinforcing plate 1 have a wide width (width orthogonal to the length direction). It is the structure which can be made to do.

図1は、本実施例の建築用補強具Aを固定した建築用横材4(横設単管4A)を用いてガレージ付の二階建て物置小屋(建築構造物B)を構築した場合を示している。   FIG. 1 shows a case where a two-story building shed with a garage (building structure B) is constructed using a building cross member 4 (horizontal single pipe 4A) to which a building reinforcing tool A of this embodiment is fixed. ing.

一階部分はガレージスペース、二階部分は物置スペースである。図面では、一階の天井部分の建築用横材4と、二階天井部分の建築用横材4と、一階と二階の間に設けられた階段13の支持材としての建築用横材4に本補強具Aを固定して補強している。   The first floor is a garage space, and the second floor is a storage space. In the drawing, the architectural cross member 4 for the ceiling portion of the first floor, the architectural cross member 4 for the second floor ceiling portion, and the architectural cross member 4 as a support material for the stairs 13 provided between the first floor and the second floor are shown. This reinforcing tool A is fixed and reinforced.

一階のガレージ部分は、一階天井部分に複数の長い建築用横材4を使用し、この長い建築用横材4に本補強具Aを固定することで自動車C二台分以上の開口幅の出入り口21(間口)を形成している(図4参照。)。出入り口21上方の長い建築用横材4(横設単管4A)は、本補強具Aで補強することにより、その途中に補強用の支柱などを設置せずとも下方へ撓み変形するようなことがなく、よって、この長い横設単管4Aの下方に支柱のない広い出入り口21が確保される。また、この場合、本補強具Aを固定した横設単管4Aは、骨組構造体12に間隔を置いて配置する縦設パイプ(単管)3Aを取付箇所2としてこの取付箇所2間に水平状態で架設固定している。   The garage part on the first floor uses a plurality of long building cross members 4 on the ceiling part of the first floor, and this reinforcing member A is fixed to the long building cross member 4 so that the opening width is equal to or more than two cars C. The doorway 21 (frontage) is formed (see FIG. 4). The long building cross member 4 (horizontal single pipe 4A) above the entrance 21 is reinforced with the present reinforcing tool A, so that it does not bend and deform in the middle without installing a reinforcing column in the middle. Therefore, a wide doorway 21 without a support is secured below the long horizontal single pipe 4A. Further, in this case, the horizontal single pipe 4A to which the present reinforcing tool A is fixed has a vertical pipe (single pipe) 3A arranged at an interval to the frame structure 12 as an attachment point 2 and is horizontally disposed between the attachment points 2. It is erected and fixed in the state.

また、この一階天井部分の複数の横設単管4A間に垂木クランプ16などを介して床材17固定用の桟木15を架設固定し、この桟木15上に床材17を張設固定して物置フロアを形成している(図5参照。)。この物置フロアは、各横設単管4Aが本補強具Aにより補強されて高強度を発揮するために、床の強度が高く、耐荷重性に秀れる。また、この場合、本補強具Aを固定した横設単管4Aは、骨組構造体12の同じ高さに間隔を置いて水平に設置される各横材を取付箇所2としてこの取付箇所2間に水平状態で架設固定している。   In addition, a timber 15 for fixing the flooring 17 is installed and fixed between a plurality of horizontal single pipes 4A on the first floor ceiling portion through a rafter clamp 16 and the flooring 17 is stretched and fixed on the pier 15. A storage floor is formed (see FIG. 5). Since this horizontal storage tube 4A is reinforced by the present reinforcing tool A and exhibits high strength, the storage floor has high floor strength and excellent load resistance. Further, in this case, the horizontal single pipe 4A to which the present reinforcing tool A is fixed is provided between the mounting points 2 with the horizontal members installed horizontally at intervals of the same height of the frame structure 12 as the mounting points 2. It is installed and fixed horizontally.

また、二階天井部分の複数の横設単管4A間に図示省略の垂木を架設固定し、この垂木上に屋根材18を葺いてある(図6参照。)。このようにして構成した屋根は、各横設単管4Aが本補強具Aにより補強されて高強度を発揮するために、耐荷重性が高く、多量の積雪22にも耐えることができる。従って、屋根強度が高く、豪雪地域での使用に耐える建築構造物Bとなる。また、この場合、本補強具Aを固定した横設単管4Aは、骨組構造体12の異なる高さに間隔を置いて水平に設置される各横材を取付箇所2としてこの取付箇所2間に傾斜状態で架設固定し、この傾斜する各横設単管4A上に勾配屋根を形成している。   Further, a rafter (not shown) is fixed between a plurality of horizontal single pipes 4A on the second-floor ceiling portion, and a roof material 18 is wound on the rafter (see FIG. 6). The roof constructed in this manner has a high load resistance and can withstand a large amount of snow 22 because each horizontal single pipe 4A is reinforced by the present reinforcing tool A and exhibits high strength. Accordingly, the building structure B has high roof strength and can withstand use in heavy snow areas. Further, in this case, the horizontal single pipe 4A to which the present reinforcing tool A is fixed is provided between the mounting points 2 with the horizontal members installed horizontally at different heights of the frame structure 12 as the mounting points 2. The sloped roof is formed on each inclined single pipe 4A.

また、階段13は、一対の横設単管4A間に、仮設足場の構築に用いられる足場用階段部品14を多数架設固定することで構築している(図7参照。)。このように構成した階段13は、この階段13の支持材としての建築用横材4が本補強具Aによって補強されているために、強度が高く耐荷重性に秀れた階段13ができあがる。また、この場合、本補強具Aを固定した横設単管4Aは、骨組構造体12の一階天井部分に水平に設置される横材と、地面とを取付箇所2としてこの取付箇所2間に傾斜状態で架設固定し、この傾斜する各横設単管4Aに傾斜状の階段13を形成している。   The staircase 13 is constructed by installing and fixing a large number of staircase parts 14 for scaffolding used for constructing a temporary scaffold between a pair of horizontal single tubes 4A (see FIG. 7). The staircase 13 configured as described above has a staircase 13 having high strength and excellent load resistance because the building crosspiece 4 as a support material for the staircase 13 is reinforced by the present reinforcing tool A. Further, in this case, the horizontal single pipe 4A to which the present reinforcing tool A is fixed is provided between the mounting points 2 with the horizontal member installed horizontally on the first floor ceiling portion of the frame structure 12 and the ground as the mounting points 2. An inclined staircase 13 is formed on each of the inclined horizontal pipes 4A.

尚、請求項1中の「建築用横材4」なる記載は、水平状態に設置される横材だけを意味するのではなく、例えば、勾配屋根や階段13を形成するために傾斜状態に設置される横材をも含む意味合いで用いている。   It should be noted that the term “building cross member 4” in claim 1 does not mean only the horizontal member installed in a horizontal state, but, for example, installed in an inclined state to form a sloped roof or staircase 13. It is used in the meaning including the cross member.

本発明の具体的な実施例2について図8に基づいて説明する。   A second embodiment of the present invention will be described with reference to FIG.

本実施例は、前記実施例1において、補強板1を、その長さ方向に他の帯板状の補強板1を並設して並設連結手段10により連結し得るように構成した場合である。即ち、この並設連結手段10により補強板1を並設連結することにより、補強板1の長さを取付箇所2間の長さに応じて延長することができる構成としている。   This embodiment is a case in which the reinforcing plate 1 in the first embodiment is configured such that another strip-like reinforcing plate 1 is juxtaposed in the length direction and can be connected by the parallel connecting means 10. is there. That is, the reinforcing plate 1 is connected in parallel by the parallel connecting means 10 so that the length of the reinforcing plate 1 can be extended according to the length between the attachment locations 2.

具体的には、並設連結手段10は、並設した前記各補強板1間に架設状態にして重合する連結板11を備え、この連結板11を各補強板1に重合した際に連通する連結孔8をこの連結板11と各補強板1とに設け、この連通する連結孔8に止着具9を挿通止着することで、並設する各補強板1と連結板11とを連結して並設する各補強板1をこの連結板11を介して連結する構成としている。   Specifically, the juxtaposed connecting means 10 includes a connecting plate 11 that is superposed between the reinforcing plates 1 arranged side by side, and communicates when the connecting plates 11 are superposed on the reinforcing plates 1. A connecting hole 8 is provided in the connecting plate 11 and each reinforcing plate 1, and a fastening tool 9 is inserted into and fixed to the connecting hole 8, thereby connecting the reinforcing plate 1 and the connecting plate 11 arranged side by side. The reinforcing plates 1 arranged side by side are connected via the connecting plate 11.

更に詳しくは、連結板11は補強板1と同等の板幅を有する短い金属製の帯板材を採用して構成し、この連結板11には、長さ方向に小間隔を置いて前記連結孔8を複数個所(図面では四箇所)に貫通形成している。   More specifically, the connecting plate 11 is configured by adopting a short metal strip having a plate width equivalent to that of the reinforcing plate 1, and the connecting plate 11 is provided with the connecting hole at a small interval in the length direction. 8 is penetratingly formed at a plurality of locations (four locations in the drawing).

一方、各補強板1には、その突合せ端部に夫々長さ方向に小間隔を置いて(連結板11の連結孔8の並設間隔と等間隔を置いて)前記連結孔8を複数箇所(図面では、一つの補強板1につき二箇所)に貫通形成している。   On the other hand, each reinforcing plate 1 is provided with a plurality of connecting holes 8 at a small distance in the length direction at the abutting end portions (equal intervals between the connecting holes 8 of the connecting plate 11). (Through the drawing, two are formed per reinforcing plate 1).

そして、各補強板1の端部同士を突き合わせた上で、この突合せ端部に連結板11を重合して各々の連結孔8を連通させ、この連通させた各連結孔8・8にボルト9A・ナット9Bを採用した止着具9のボルト9Aを挿通してナット9B止めすることで、連結板11と各補強板1とを連結し、これにより連結板11を介して各補強板1が並設状態で連結して補強板1の長さを延長することができる構成としている。   Then, after the end portions of the reinforcing plates 1 are butted together, the connecting plate 11 is overlapped with the butted end portions to connect the connecting holes 8, and the connecting holes 8 and 8 are connected to the bolts 9A. -The connecting plate 11 and each reinforcing plate 1 are connected by inserting the bolt 9A of the fastening device 9 employing the nut 9B and stopping the nut 9B, whereby each reinforcing plate 1 is connected via the connecting plate 11 The length of the reinforcing plate 1 can be extended by connecting in parallel.

他の構成は、前記実施例1と同様である。   Other configurations are the same as those of the first embodiment.

尚、本実施例では、二枚の補強板1を連結した場合を示したが、並設連結手段10により三枚以上の補強板1をその長さ方向に連結して補強板1の長さを延長することが可能である。また、止着具9,連結板11を取り外すことで連結した各補強板1を分離することも可能である。   In this embodiment, the case where two reinforcing plates 1 are connected is shown. However, the length of the reinforcing plate 1 is obtained by connecting three or more reinforcing plates 1 in the length direction by the parallel connecting means 10. Can be extended. Moreover, it is also possible to isolate | separate each reinforcement board 1 connected by removing the fastening tool 9 and the connection board 11. FIG.

本発明の具体的な実施例3について図9,図10に基づいて説明する。   A specific third embodiment of the present invention will be described with reference to FIGS.

本実施例は、前記実施例1において、補強板1を、その長さ方向と直交する方向に他の帯板状の補強板1を並設して並設連結手段10により連結し得るように構成した場合である。即ち、この並設連結手段10により補強板1を並設連結して実質的に補強板1の幅を拡大することにより、補強作用が向上する構成としている。   In this embodiment, in the first embodiment, the reinforcing plate 1 can be connected by the parallel connecting means 10 by arranging another reinforcing plate 1 in the direction perpendicular to the length direction and arranging the reinforcing plate 1 in parallel. This is the case. That is, the reinforcing plate 1 is connected in parallel by the side-by-side connecting means 10 so that the width of the reinforcing plate 1 is substantially enlarged, whereby the reinforcing action is improved.

具体的には、並設連結手段10は、並設した前記各補強板1間に架設状態にして重合する連結板11を備え、この連結板11を各補強板1に重合した際に連通する連結孔8をこの連結板11と各補強板1とに設け、この連通する連結孔8に止着具9を挿通止着することで、並設する各補強板1と連結板11とを連結して並設する各補強板1をこの連結板11を介して連結する構成としている。   Specifically, the juxtaposed connecting means 10 includes a connecting plate 11 that is superposed between the reinforcing plates 1 arranged side by side, and communicates when the connecting plates 11 are superposed on the reinforcing plates 1. A connecting hole 8 is provided in the connecting plate 11 and each reinforcing plate 1, and a fastening tool 9 is inserted into and fixed to the connecting hole 8, thereby connecting the reinforcing plate 1 and the connecting plate 11 arranged side by side. The reinforcing plates 1 arranged side by side are connected via the connecting plate 11.

更に詳しくは、本実施例では、クランプ付連結体7の帯板7Aの長さを、実施例1よりも長く形成し、この帯板7Aには、その長さ方向に小間隔を置いて複数個所(図面では三箇所)に連結孔8を貫通形成している。   More specifically, in this embodiment, the length of the band plate 7A of the coupling body 7 with clamp is formed longer than that of the first embodiment, and the band plate 7A has a plurality of intervals at small intervals in the length direction. The connecting holes 8 are formed through the portions (three in the drawing).

本実施例では、このクランプ付連結体7の帯板7Aを前記連結板11としている。即ち、クランプ部5を補強板1に連結するための帯板7Aが、補強板1を並べて連結するための連結板11としての機能を兼ねる(クランプ連結手段6が並設連結手段10を兼ねる)構成としている。   In this embodiment, the band plate 7A of the clamped connecting body 7 is used as the connecting plate 11. That is, the band plate 7A for connecting the clamp portion 5 to the reinforcing plate 1 also functions as the connecting plate 11 for connecting the reinforcing plates 1 side by side (the clamp connecting means 6 also serves as the parallel connecting means 10). It is configured.

一方、各補強板1には、夫々長さ方向に小間隔を置いて前記連結孔8を複数箇所に貫通形成している。   On the other hand, each reinforcing plate 1 is formed with the connecting holes 8 penetrating at a plurality of positions at small intervals in the length direction.

そして、各補強板1を、その長さ方向と直交する方向に並べて突き合わせた上で、この連結板11としての帯板7Aを重合して各々の連結孔8を連通させ、この連通させた各連結孔8・8にボルト9A・ナット9Bを採用した止着具9のボルト9Aを挿通してナット9B止めすることで、連結板11(帯板7A)と各補強板1とを連結し、これにより連結板11を介して各補強板1が幅方向に並設状態で連結するように構成している。同時にクランプ部5(クランプ付連結体7)が各補強板1に連結する構成である。   Then, after each reinforcing plate 1 is aligned and abutted in a direction orthogonal to the length direction, the strip plate 7A as the connecting plate 11 is superposed to connect each connecting hole 8, and each of the connected plates The connecting plate 11 (band plate 7A) and each reinforcing plate 1 are connected by inserting the bolt 9A of the fastener 9 employing the bolt 9A and nut 9B into the connecting holes 8 and 8 and fastening the nut 9B, Accordingly, the reinforcing plates 1 are configured to be connected in parallel in the width direction via the connecting plate 11. At the same time, the clamp portion 5 (connector 7 with clamp) is connected to each reinforcing plate 1.

また、この際、帯板7Aに形成した複数の連結孔8を選択することで、補強板1の一側縁に対するクランプ部5の突出度合いを調整変更することができるし、補強板1に形成した複数の連結孔8を選択することで、補強板1に対するクランプ部5の突設位置を変更することができる構成としている。   At this time, by selecting a plurality of connecting holes 8 formed in the band plate 7A, the degree of protrusion of the clamp portion 5 with respect to one side edge of the reinforcing plate 1 can be adjusted and changed, and the reinforcing plate 1 is formed. By selecting the plurality of connecting holes 8, the protruding position of the clamp portion 5 with respect to the reinforcing plate 1 can be changed.

また、図10は、本実施例の建築用横材補強具Aを固定して補強した長い横設単管4Aを用いて、前記実施例1で示したガレージよりも出入り口21の開口幅(間口)を拡大形成し、この拡大させたスペースに階段13を形成した場合を示している。また、この図では、前記実施例2の連結板11を用いた並設連結手段10を併用して補強板1をその長さ方向に連結して長く延長させた場合を示している。   Further, FIG. 10 shows the opening width of the entrance / exit 21 (frontage) than the garage shown in the first embodiment by using the long horizontal single pipe 4A reinforced by fixing the horizontal member reinforcing tool A for building of this embodiment. ) Is enlarged and steps 13 are formed in this enlarged space. Further, this figure shows a case where the reinforcing plate 1 is connected in the length direction and extended for a long time by using the parallel connecting means 10 using the connecting plate 11 of the second embodiment.

この図10からもわかるように、本実施例の並設連結手段10と前記実施例3の並設連結手段10とは実質的に同じ構成であり、連結板11の方向を補強板1の並設方向に応じて変更することで、補強板1をその長さ方向に連結するか、幅方向に連結するかを選択できる構成である。   As can be seen from FIG. 10, the side-by-side connection means 10 of this embodiment and the side-by-side connection means 10 of the third embodiment have substantially the same configuration, and the direction of the connection plate 11 is aligned with that of the reinforcing plate 1. By changing according to the installation direction, it is possible to select whether the reinforcing plate 1 is connected in the length direction or in the width direction.

他の構成は、前記実施例1と同様である。   Other configurations are the same as those of the first embodiment.

尚、本実施例では、二枚の補強板1を連結した場合を示したが、並設連結手段10の連結板11の長さを延長することにより、三枚以上の補強板1をその幅方向に連結して補強板1の幅を広くして補強強度を向上させることが可能である。また、止着具9,連結板11を取り外すことで連結した各補強板1を分離することも可能である。この点は、後述の実施例4,5についても同様である。   In this embodiment, the case where two reinforcing plates 1 are connected is shown. However, by extending the length of the connecting plate 11 of the parallel connecting means 10, three or more reinforcing plates 1 can be made wider. It is possible to increase the reinforcement strength by increasing the width of the reinforcing plate 1 by connecting in the direction. Moreover, it is also possible to isolate | separate each reinforcement board 1 connected by removing the fastening tool 9 and the connection board 11. FIG. This also applies to Examples 4 and 5 described later.

本発明の具体的な実施例4について図11に基づいて説明する。   A fourth embodiment of the present invention will be described with reference to FIG.

本実施例は、前記実施例3と同様の並設連結手段10により補強板1を幅方向に並設して連結し得るように構成した場合であるが、更に、補強板1の長さ方向の一側縁からだけでなく、他側縁からも、この補強板1の長さ方向に間隔を置いて前記クランプ部5を複数突設して、上下に並設状態に設けられた建築用横材4(横設単管4A)の双方に対して本補強具Aを固定し得るように構成した場合である。   The present embodiment is a case in which the reinforcing plates 1 can be connected in parallel in the width direction by the parallel connecting means 10 similar to that in the third embodiment. A plurality of the clamp portions 5 projecting from the other side edge at intervals in the length direction of the reinforcing plate 1 and provided in a vertically arranged state from the other side edge This is a case where the present reinforcing tool A can be fixed to both the cross member 4 (horizontal single pipe 4A).

具体的には、各補強板1に形成する連結孔8の数を増やし、クランプ付連結体7を上下逆向きにして各補強板1に連結固定した場合を示している。   Specifically, the case where the number of connecting holes 8 formed in each reinforcing plate 1 is increased and the connecting body 7 with clamps is turned upside down and connected and fixed to each reinforcing plate 1 is shown.

このような構成とすることにより、上下に並設する二本の横設単管4Aの双方に対して補強作用を付与することができるので、一層強度の高い建築構造物B(骨組構造体12)を構築できることになる。   By adopting such a configuration, it is possible to give a reinforcing action to both of the two horizontal single pipes 4A arranged vertically, so that the building structure B (frame structure 12 having a higher strength). ) Can be built.

他の構成は、前記実施例3と同様である。   Other configurations are the same as those of the third embodiment.

本発明の具体的な実施例5について図12に基づいて説明する。   A specific embodiment 5 of the present invention will be described with reference to FIG.

本実施例は、前記実施例3において、連結板11の構成を異ならせた場合である。   This embodiment is a case where the configuration of the connecting plate 11 is different from that in the third embodiment.

具体的には、本実施例の連結板11は、二枚の補強板1をその長さ方向と直交する幅方向に並べた際の幅寸法と同等の長さ寸法を有する短い金属製の帯板材を採用して構成し、この連結板11には、長さ方向に小間隔を置いて前記連結孔8を複数個所(図面では二箇所)に貫通形成している。   Specifically, the connecting plate 11 of the present embodiment is a short metal band having a length dimension equivalent to the width dimension when the two reinforcing plates 1 are arranged in the width direction orthogonal to the length direction. A plate material is used, and the connecting plate 11 is formed with a plurality of connecting holes 8 (two locations in the drawing) at small intervals in the length direction.

そして、各補強板1を、その長さ方向と直交する方向に並べて突き合わせた上で、この連結板11を各補強板1に掛け渡すように重合して各々の連結孔8を連通させ、この連通させた各連結孔8・8にボルト9A・ナット9Bを採用した止着具9のボルト9Aを挿通してナット9B止めすることで、連結板11と各補強板1とを連結し、これにより連結板11を介して各補強板1が幅方向に並設状態で連結するように構成している。   Then, after each reinforcing plate 1 is aligned and abutted in a direction orthogonal to its length direction, the connecting plate 11 is overlapped with each reinforcing plate 1 to connect each connecting hole 8, The connecting plate 11 and each reinforcing plate 1 are connected by inserting the bolt 9A of the fastener 9 employing the bolt 9A and nut 9B into the connecting holes 8 and 8 connected to each other and fixing the nut 9B. Thus, the reinforcing plates 1 are configured to be connected in parallel in the width direction via the connecting plate 11.

即ち、クランプ付連結体7の帯板7Aが連結板11を兼用する構成でなく、別個に連結板11を用いて並設連結手段10を構成した場合である。   That is, the band plate 7A of the connecting body 7 with the clamp is not the configuration in which the connecting plate 11 is also used, but the parallel connecting means 10 is configured by using the connecting plate 11 separately.

他の構成は、前記実施例3と同様である。   Other configurations are the same as those of the third embodiment.

本発明の具体的な実施例6について図13,図14に基づいて説明する。   A sixth embodiment of the present invention will be described with reference to FIGS.

本実施例は、前記実施例1において、クランプ付連結体7を用いず、補強板1の長さ方向の一側縁に直接単管クランプ5Aを溶接することで、補強板1の長さ方向の一側縁に、この補強板1の長さ方向に間隔を置いてクランプ部5を複数突設した構成とした場合である。   In this embodiment, the longitudinal direction of the reinforcing plate 1 is obtained by welding the single tube clamp 5A directly to one side edge in the length direction of the reinforcing plate 1 without using the coupling body 7 with the clamp in the first embodiment. It is a case where it is set as the structure which provided the clamp part 5 in the one side edge at intervals in the length direction of this reinforcement board 1 at multiple intervals.

他の構成は前記実施例1と同様である。   Other configurations are the same as those of the first embodiment.

尚、本発明は、実施例1〜6に限られるものではなく、各構成要件の具体的構成は適宜設計し得るものである。   In addition, this invention is not restricted to Examples 1-6, The concrete structure of each component can be designed suitably.

例えば、本補強具Aを固定する建築用横材4は、本実施例で示したパイプ4A(単管4A)に限定されるものではなく、どのような横材に対しても適用可能であるが、もともと補強なしでも高強度を誇るH鋼などに適用するよりは、パイプ材やアングル材やチャンネル材などの建築用横材4として用いた際に強度不足の懸念があるものに適用することが好ましく、このような横材を採用することにより有用性が向上する。また、本実施例では、パイプ4Aとして特に丸形の単管4Aを採用した場合を示したが、市販の角形パイプ材や他のパイプ材に固定できるような構成としても良い。   For example, the building cross member 4 for fixing the reinforcing tool A is not limited to the pipe 4A (single pipe 4A) shown in the present embodiment, and can be applied to any cross member. However, rather than applying it to H steel that boasts high strength without any reinforcement, it should be applied to materials that have a concern about insufficient strength when used as construction cross members 4 such as pipe materials, angle materials, and channel materials. It is preferable that the utility is improved by employing such a cross member. In the present embodiment, a case where a round single pipe 4A is employed as the pipe 4A has been shown. However, the pipe 4A may be configured to be fixed to a commercially available square pipe material or another pipe material.

また、本実施例では、単管による建築構造物Bとしてガレージ付の物置小屋を構築した場合を示したが、他の屋根付の建築構造物Bを構築しても良いし、例えば、工事現場での歩行者用通路や、歩道の屋根などのような家屋形でない建築構造物Bを構築することも可能である。   Moreover, in the present Example, although the case where the storage shed with a garage was constructed | assembled as the building structure B by a single pipe | tube was shown, you may build the building structure B with another roof, for example, a construction site It is also possible to construct a building structure B that is not a house shape such as a pedestrian walkway or a sidewalk roof.

実施例1を固定した建築用横材を用いて構築した建築構造物を示す説明斜視図である。It is a description perspective view which shows the building structure constructed | assembled using the crosspiece for construction to which Example 1 was fixed. 実施例1を建築用横材に固定した使用状態を示す斜視図である。It is a perspective view which shows the use condition which fixed Example 1 to the crosspiece for construction. 実施例1を示す一部を分解した斜視図である。1 is a partially exploded perspective view illustrating Example 1. FIG. 実施例1を固定した建築用横材を用いて構築したガレージ部分を示す説明正面図である。It is a description front view which shows the garage part constructed | assembled using the crosspiece for construction to which Example 1 was fixed. 実施例1を固定した建築用横材を用いて構築した二階床部分を示す説明斜視図である。It is a description perspective view which shows the second-floor floor part constructed | assembled using the crosspiece for construction to which Example 1 was fixed. 実施例1を固定した建築用横材を用いて構築した屋根部分を示す説明斜視図である。It is a description perspective view which shows the roof part constructed | assembled using the crosspiece for construction to which Example 1 was fixed. 実施例1を固定した建築用横材を用いて構築した階段部分を示す説明斜視図である。It is a description perspective view which shows the staircase part constructed | assembled using the crosspiece for construction to which Example 1 was fixed. 実施例2を示す分解斜視図である。FIG. 6 is an exploded perspective view showing a second embodiment. 実施例3を示す一部を分解した斜視図である。FIG. 10 is a partially exploded perspective view showing Example 3. 実施例3を固定した建築用横材を用いて構築したガレージ部分を示す説明正面図である。It is explanatory front view which shows the garage part constructed | assembled using the crosspiece for construction to which Example 3 was fixed. 実施例4を示す斜視図である。10 is a perspective view showing Example 4. FIG. 実施例5を示す斜視図である。10 is a perspective view showing Example 5. FIG. 実施例6を建築用横材に固定した使用状態を示す斜視図である。It is a perspective view which shows the use condition which fixed Example 6 to the crosspiece for construction. 実施例6を示す斜視図である。10 is a perspective view showing Example 6. FIG. 家屋に並設状態に構築された単管建築構造物を示す説明斜視図である。It is a description perspective view which shows the single-pipe building structure constructed | assembled in the house side by side state. 単管骨組構造体の横設単管が強度不足により下方へ撓み変形した様子を示す説明正面図である。It is explanatory front view which shows a mode that the transversely installed single pipe of the single pipe frame structure was bent and deform | transformed below due to insufficient strength.

符号の説明Explanation of symbols

1 補強板
2 取付箇所
3 建築用縦材
4 建築用横材
4A パイプ
5 クランプ部
5A パイプクランプ
6 クランプ連結手段
7 クランプ付連結体
8 連結孔
9 止着具
10 並設連結手段
11 連結板
12 骨組構造体
A 建築用横材補強具
B 建築構造物
DESCRIPTION OF SYMBOLS 1 Reinforcement plate 2 Installation location 3 Construction vertical member 4 Architectural cross member 4A Pipe 5 Clamp part 5A Pipe clamp 6 Clamp connection means 7 Connection body with clamp 8 Connection hole 9 Fastening tool
10 Side-by-side connection means
11 Connecting plate
12 Frame structure A Reinforcing bar for building construction B Building structure

Claims (11)

長さのある補強板に、建築用縦材間などの取付箇所間に架設状態にして固定される建築用横材に抱持固定し得るクランプ部を設け、このクランプ部を前記建築用横材に固定することで、前記補強板が建築用横材に沿設状態に配設し、この補強板の板面方向が上下方向となる縦設状態で建築用横材に固定し得るように前記クランプ部を前記補強板に設けた構成としたことを特徴とする建築用横材補強具。   A long reinforcing plate is provided with a clamp portion that can be held and fixed to a construction horizontal member that is fixed in an installed state between mounting points such as between vertical members for construction, and the clamp portion is provided for the construction cross member. By fixing the reinforcing plate to the building cross member, the reinforcing plate is arranged along the building cross member, and the reinforcing plate can be fixed to the building cross member in a vertical state in which the plate surface direction is the vertical direction. A cross member reinforcing tool for construction, wherein a clamp portion is provided on the reinforcing plate. 前記クランプ部を前記建築用横材に固定した際、長さのある前記補強板がこの建築用横材に略平行な沿設状態で配設し得るように、このクランプ部の前記補強板への配設位置を設定すると共に、前記補強板を前記建築用横材の下方に配設して固定し得るように、前記クランプ部を構成したことを特徴とする請求項1記載の建築用横材補強具。   When the clamp portion is fixed to the building cross member, the reinforcing plate having a length is arranged on the reinforcing plate of the clamp portion so that the reinforcing plate can be disposed in a state of being substantially parallel to the building cross member. The construction side according to claim 1, wherein the clamp portion is configured so that the reinforcing plate can be disposed and fixed below the crosspiece for construction. Lumber reinforcement. 前記クランプ部は、前記建築用横材としてのパイプに抱持固定し得るパイプクランプを採用したことを特徴とする請求項1,2のいずれか1項に記載の建築用横材補強具。   The said clamp part employ | adopted the pipe clamp which can be held and fixed to the pipe as said cross member for construction, The cross member reinforcement tool for construction of any one of Claims 1 and 2 characterized by the above-mentioned. 帯板状の前記補強板の長さ方向の一側縁に、この補強板の長さ方向に間隔を置いて前記クランプ部を複数突設したことを特徴とする請求項1〜3のいずれか1項に記載の建築用横材補強具。   4. A plurality of the clamp portions projectingly provided at one side edge in the length direction of the reinforcing plate in the form of a strip plate, with an interval in the length direction of the reinforcing plate. The building cross member reinforcement according to item 1. 前記補強板と前記クランプ部とは一体物で構成せずに別部品により構成し、この別部品の補強板とクランプ部とをクランプ連結手段により着脱自在に連結し得るように構成したことを特徴とする請求項1〜4のいずれか1項に記載の建築用横材補強具。   The reinforcing plate and the clamp portion are not formed as a single component, but are configured as separate parts, and the reinforcing plate and the clamp portion of the separate parts are configured to be detachably connected by clamp connecting means. The cross member reinforcing tool for building according to any one of claims 1 to 4. 前記クランプ連結手段は、前記クランプ部を有し前記補強板に重合可能なクランプ付連結体を備え、このクランプ付連結体を前記補強板に重合した際に連通する連結孔をこのクランプ付連結体と補強板とに設け、この連通する連結孔に止着具を着脱自在に挿通止着することで、補強板とクランプ付連結体とを連結して補強板にクランプ部を設ける構成としたことを特徴とする請求項5記載の建築用横材補強具。   The clamp connecting means includes a clamped connecting body that has the clamp portion and can be overlapped with the reinforcing plate, and a connecting hole that communicates when the connecting body with the clamp is overlapped with the reinforcing plate. And a reinforcing plate, and a fastener is detachably inserted and fixed in this communicating connection hole, thereby connecting the reinforcing plate and the connecting body with a clamp to provide a clamp portion on the reinforcing plate. The architectural cross member reinforcing tool according to claim 5, wherein: 帯板状の前記補強板は、その長さ方向に他の帯板状の補強板を並設して並設連結手段により連結し得るように構成したことを特徴とする請求項1〜6のいずれか1項に記載の建築用横材補強具。   The said strip-shaped reinforcement board is comprised so that other strip-plate-shaped reinforcement boards may be arranged in parallel in the length direction, and it can connect with a parallel connection means, The structure of Claim 1-6 characterized by the above-mentioned. The cross member reinforcement tool for construction according to any one of claims. 帯板状の前記補強板は、その長さ方向と直交する方向に他の帯板状の補強板を並設して並設連結手段により連結し得るように構成したことを特徴とする請求項1〜7のいずれか1項に記載の建築用横材補強具。   The band plate-like reinforcing plate is configured such that another band plate-like reinforcing plate is juxtaposed in a direction orthogonal to the length direction thereof and can be connected by a parallel connecting means. The building cross member reinforcement of any one of 1-7. 前記並設連結手段は、並設した前記各補強板間に架設状態にして重合する連結板を備え、この連結板を各補強板に重合した際に連通する連結孔をこの連結板と各補強板とに設け、この連通する連結孔に止着具を挿通止着することで、並設する各補強板と連結板とを連結して並設する各補強板をこの連結板を介して連結する構成としたことを特徴とする請求項7,8のいずれか1項に記載の建築用横材補強具。   The juxtaposed connecting means includes a connecting plate that is superposed between the reinforcing plates arranged side by side, and a connecting hole that communicates when the connecting plate is overlapped with each reinforcing plate. By connecting the reinforcing plate and the connecting plate connected in parallel by connecting the connecting plate to each other by connecting the connecting plate to each other by connecting and fixing the fastening tool to the connecting hole. The construction cross member reinforcing tool according to any one of claims 7 and 8, wherein the construction cross member reinforcing tool is provided. 建築用縦材と建築用横材とを直交あるいは傾斜状態に連結固定して構築される骨組構造体を有する建築構造物の構築方法であって、前記建築用横材に、前記請求項1〜9のいずれか1項に記載の建築用横材補強具を、前記クランプ部を介して固定することを特徴とする建築構造物の構築方法。   A construction method of a building structure having a framework structure constructed by connecting and fixing a building vertical member and a building cross member in an orthogonal or inclined state, wherein the building cross member includes the claim 1 to claim 2. A construction method for a building structure, comprising fixing the cross member reinforcing tool for building according to any one of 9 through the clamp part. 少なくとも前記建築用横材がパイプを採用して構成された建築構造物の構築方法であって、前記建築用横材補強具の前記クランプ部は、前記建築用横材としてのパイプに抱持固定し得るパイプクランプを採用し、このパイプクランプを建築用横材としてのパイプに抱持固定することで建築用横材に前記建築用横材補強具を固定することを特徴とする請求項10記載の建築構造物の構築方法。   It is a construction method of a building structure in which at least the building cross member adopts a pipe, and the clamp portion of the building cross member reinforcing tool is held and fixed to a pipe as the building cross member. 11. The building cross member reinforcing member is fixed to the building cross member by adopting a pipe clamp that can be used and holding the pipe clamp on a pipe as a cross member for building. Building method of building structure.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011012412A (en) * 2009-06-30 2011-01-20 Shigeo Ogawa Building material reinforcing implement and method for constructing building structure
JP7328917B2 (en) 2020-02-28 2023-08-17 鹿島建設株式会社 Reinforcing structure for roof beams and method for reinforcing roof beams

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4894606U (en) * 1972-02-15 1973-11-12

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4894606U (en) * 1972-02-15 1973-11-12

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011012412A (en) * 2009-06-30 2011-01-20 Shigeo Ogawa Building material reinforcing implement and method for constructing building structure
JP7328917B2 (en) 2020-02-28 2023-08-17 鹿島建設株式会社 Reinforcing structure for roof beams and method for reinforcing roof beams

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