JP6771136B2 - Unit member - Google Patents

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JP6771136B2
JP6771136B2 JP2015070638A JP2015070638A JP6771136B2 JP 6771136 B2 JP6771136 B2 JP 6771136B2 JP 2015070638 A JP2015070638 A JP 2015070638A JP 2015070638 A JP2015070638 A JP 2015070638A JP 6771136 B2 JP6771136 B2 JP 6771136B2
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base portion
unit
boss
unit member
fitted
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JP2016191212A (en
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林 慎一郎
慎一郎 林
林 和志郎
和志郎 林
林 宏三郎
宏三郎 林
林 加奈子
加奈子 林
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HB-INVENTION CO.,LTD
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HB-INVENTION CO.,LTD
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

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Description

本発明は、通水性を有する構造体や自然水を貯留する構造体、あるいは水上に浮かべ、また水中に沈める構造体、その他各種用途の構造体の構築に使用することができるユニット部材に関する。 The present invention relates to a unit member that can be used for constructing a structure having water permeability, a structure for storing natural water, a structure that floats on water and is submerged in water, and other structures for various purposes.

従来、基盤上に一つまたは複数の突出部を設けて強度を高めると共に、互いの突出部を対向接触させた上これを固定し、これを複数単位、縦横および高さ方向に連結することにより、各種の構造体を構築するためユニット部材がある。(例えは特許文献1参照。) Conventionally, one or more protrusions are provided on the base to increase the strength, and the protrusions are brought into contact with each other and fixed, and these are connected in a plurality of units in the vertical, horizontal and height directions. , There are unit members to build various structures. (For example, see Patent Document 1.)

そして、これは地下貯水槽の構築用として(例えば特許文献2参照。)、堤防構築用として(例えば特許文献3参照。)、水路構築用として(例えば特許文献4参照。)等、各種用途の構築用ユニット部材として用いられている。 Then, this is used for various purposes such as construction of an underground water tank (see, for example, Patent Document 2), embankment construction (see, for example, Patent Document 3), waterway construction (see, for example, Patent Document 4), and the like. It is used as a construction unit member.

特開平10−252108号公報Japanese Unexamined Patent Publication No. 10-252108 特開2001−107403号公報Japanese Unexamined Patent Publication No. 2001-107403 特開2007―085110号公報Japanese Unexamined Patent Publication No. 2007-08511 特開2001−026076号公報Japanese Unexamined Patent Publication No. 2001-026076

上記したような用途に用いられるユニット部材は、互いの突出部を突き合せた状態で対向させたものを一単位とし、これを複数単位縦方向に積層した状態で使用するものであったため、その全体の側面部分で支えておかないと、地震等が生じた際に倒壊する恐れがあった。特に横振れに対しては、単位ユニット間にズレを生じてしまう心配があった。 The unit members used for the above-mentioned applications are one unit in which the protruding portions are butted against each other and face each other, and a plurality of units thereof are stacked in the vertical direction. If it is not supported by the side surface of the whole, there is a risk of collapse in the event of an earthquake or the like. In particular, there was a concern that the unit units would be misaligned with respect to lateral vibration.

このような問題を解決したユニット部材として、本発明と発明者及び出願人を同一とする特許出願がある。これは図10に示すように、「矩形状を呈する基盤部の一面に、複数の柱状または筒状の突出部を設けて成るユニット部材単体を、互いの突出部を突き合せた状態で対向させたものを一単位とし、これを必要高さに積重ねたものを、支持用柱体により一括して串刺し状に貫通支持するように構成した」ものである。 As a unit member that solves such a problem, there is a patent application in which the inventor and the applicant are the same as the present invention. As shown in FIG. 10, this is because "a unit member having a plurality of columnar or tubular protrusions provided on one surface of a rectangular base portion is opposed to each other with the protrusions abutting each other. The unit is one unit, and the ones that are stacked to the required height are collectively supported by a support pillar in a skewered manner. "

これにより、地震等の発生に基づく横揺れ及び縦揺れに対する極めて強固な堅牢性を発揮させることができるようにしたものである。 As a result, it is possible to exhibit extremely strong robustness against rolling and pitching caused by the occurrence of an earthquake or the like.

然し乍ら、これの問題点は、柱体が長くなるためその取扱い及び管理上、並びに、製造上の煩雑性が伴うことを余儀なくされた。これを解決するために例えば柱体を長さ方向において分割形成した場合、その突合せ端部が擦れ合って摩耗する心配が生じるばかりでなく、最大の欠点は、地震の縦揺れに際して、端部の弾み的な衝突を生じ座屈破壊が発生してしまうことと、地中のクリープ発生に基づき柱体にズレ方向の力が働いた場合に、破断し易いというような問題が予想される。 However, the problem with this is that the pillars are long, which complicates their handling, management, and manufacturing. In order to solve this, for example, when the pillar body is divided and formed in the length direction, not only is there a concern that the butt ends are rubbed against each other and worn, but the biggest drawback is that the ends of the pillars are swayed during an earthquake. It is expected that there will be a problem that a momentum collision will occur and buckling rupture will occur, and that if a force in the displacement direction is applied to the pillar due to the occurrence of creep in the ground, it will easily break.

本発明はこのようなユニット部材の改良に関するものであり、上記のような座屈的破壊等に対する心配の解消化を図った新規の「ユニット部材」を提供するものである。 The present invention relates to such an improvement of a unit member, and provides a new "unit member" that eliminates the concern about buckling fracture and the like as described above.

本発明は請求項1に記載のように、矩形状を呈する基盤部の一面に、複数の柱状または筒状の突出部を設けて成るユニット部材単体を、互いの突出部を突き合せた状態で対向させたものを一単位とし、端部嵌合用たる有底嵌入用孔を基盤部の所要箇所に形成すると共に、当該有底嵌入用孔に対して支持用柱体の端部を嵌入させることによって、当該柱体相互の直接的端部接触を回避させた状態で当該ユニット部材単体を一単位ごとに或は複数単位ごとに結束するように構成し、更に、構築に伴い積重ねられかつ隣り合わされたユニット部材単体同志を互いに連結するための梁材に対する連結手段を、各基盤部の側縁に設けるように構成したユニット部材に係る。 As described in claim 1, the present invention is a unit member having a plurality of columnar or tubular protrusions provided on one surface of a rectangular base portion, with the protrusions abutting each other. A bottomed fitting hole for fitting the end portion is formed at a required position on the base portion, and the end portion of the supporting column is fitted into the bottomed fitting hole. The unit members are configured to be united one unit or a plurality of units in a state where direct end contact between the pillars is avoided, and further, they are stacked and adjacent to each other with the construction. The present invention relates to a unit member configured to be provided on a side edge of each base portion with a connecting means for a beam member for connecting the unit members to each other.

本発明は請求項2に記載のように、基盤部の側縁に設ける梁材の連結手段として、基盤部の反突出部形成面側の周縁部に凹溝を形成すると共に、その内部にボス状突起を、所定間隔を保って列設させ、かつ、一対を成す上下のユニット部材単体のそれぞれに形成されている当該ボス状突起を同一直線状に位置させ、所要の梁材の端部に形成する連結用係合片を、上記のように対向状態にあるボス状突起を夫々上下部に嵌合可能とする管状体とし、当該管状体の直径は、前記凹溝の溝幅にしっくりと嵌合或は近接する直径を具えたものとするように構成した請求項1に記載のユニット部材を実施の態様とする。 As described in claim 2, as a means for connecting the beam material provided on the side edge of the base portion, the present invention forms a concave groove on the peripheral edge portion of the base portion on the side of the anti-protruding portion forming surface, and has a boss inside the groove. The boss-shaped protrusions are arranged in a row at predetermined intervals, and the boss-shaped protrusions formed on each of the pair of upper and lower unit members are positioned in the same linear shape at the end of the required beam material. The connecting engaging piece to be formed is a tubular body capable of fitting the boss-shaped protrusions facing each other in the upper and lower portions as described above, and the diameter of the tubular body fits perfectly with the groove width of the concave groove. The unit member according to claim 1, which is configured to have fitting or adjacent diameters, is an embodiment.

本発明は請求項1に記載のような構成の採用に基づき、積み重ねられた一対のユニット部材単体は、柱体に依る支持状態に保たれるため、地震等の発生に基づく横揺れ及び縦揺れに対する極めて強固な堅牢性を発揮させることができる。更に、使用する柱体は使用上の全長に対して分割された短いものであり、その各端部の直接的接触を防いだ状態で連ならせてあるため、図10に示す従来のような一括して貫通させるものにおいて想定される、地震の発生、並びに地中にクリープが発生した場合等に生じる、柱体の座屈及び破損と言うような事柄を未然に防止する。同時に、図10に示す従来の柱体に比して、本発明は短い柱体の使用に基づくものであるため、その作業及び取扱いの容易性が図られる。 The present invention is based on the adoption of the configuration as described in claim 1, and since the pair of unit members that are stacked are maintained in a supported state by the pillars, rolling and pitching due to the occurrence of an earthquake or the like. It is possible to exert extremely strong robustness against earthquakes. Further, the pillar body to be used is a short one divided with respect to the total length in use, and is connected in a state where direct contact of each end thereof is prevented, so that it is as in the conventional case shown in FIG. It prevents things such as buckling and damage of the pillars that occur when an earthquake occurs or creep occurs in the ground, which is assumed in the case of penetrating all at once. At the same time, since the present invention is based on the use of a shorter pillar as compared with the conventional pillar shown in FIG. 10, the work and handling thereof can be facilitated.

本発明は、請求項2に記載のような構成に基づき、上下のボス状突起5に嵌合させた管状体7の表面が、凹溝4の両側の内壁に接触或は近接することにより、連結用係合片6の嵌合部分における反り発生が阻止され、確固たる直線状態を保持させるため、地震発生時の横揺れ等の力が働いた際に、反り発生に基づき離脱してしまう、と言うような恐れを皆無とし、確固たる梁材の連結が保持される。同時に、このような嵌合形態は、対を成すユニット部材単体相互の、補助的結合性の強化目的の達成も同時に図られる。 In the present invention, based on the configuration as described in claim 2, the surface of the tubular body 7 fitted to the upper and lower boss-shaped protrusions 5 comes into contact with or approaches the inner walls on both sides of the concave groove 4. In order to prevent the occurrence of warpage at the fitting portion of the connecting engagement piece 6 and maintain a firm linear state, when a force such as rolling at the time of an earthquake is applied, it will be disengaged due to the occurrence of warpage. There is no fear of saying that, and a solid beam connection is maintained. At the same time, such a fitting form also achieves the purpose of strengthening the auxiliary coupling between the paired unit members.

本発明の構築状態を表した説明用正面図である。It is a front view for explanation which showed the construction state of this invention. 本発明の要旨部材たるユニット部材単体を表した平面図である。It is a top view which represented the unit member which is the gist member of this invention. 同上底面図である。It is the bottom view of the same as above. 同上正面図である。It is the front view of the same as above. 図2におけるX−X線断面図である。FIG. 2 is a cross-sectional view taken along line XX in FIG. 梁材に対する連結手段部分の一例を表した拡大断面図である。It is an enlarged sectional view which showed an example of the connecting means part with respect to a beam material. 上記連結手段適応させた梁材の連結部を示す斜視図である。It is a perspective view which shows the connecting part of the beam material adapted to the said connecting means. 本発明の要旨部材たるユニット部材の他の実施例を表した平面図である。It is a top view which showed the other Example of the unit member which is the gist member of this invention. 本発明の第2実施例を表した構築状態を表した説明用正面図である。It is explanatory front view which showed the construction state which showed the 2nd Embodiment of this invention. 本発明の改良対象とする従来のユニット部材による構築状態を表した説明用正面図である。It is a front view for explanation which showed the construction state by the conventional unit member which is the object of improvement of this invention. 支持用柱体の他の実施例を示す説明用斜視図である。It is explanatory perspective view which shows the other embodiment of the support pillar body.

本発明は、通水性を有する構造体や自然水を貯留する構造体、あるいは水上に浮かべ、また水中に沈める構造体、その他各種用途の構造体の構築目的を達成するためのユニット部材に関する。 The present invention relates to a structure having water permeability, a structure for storing natural water, a structure which floats on water and is submerged in water, and a unit member for achieving a construction object of a structure for various other purposes.

ところで、上記した構築用のユニット部材として、図10に示す本発明と発明者及び出願人を同一とする特許出願がある。これは図示のように、「矩形状を呈する基盤部の一面に、複数の突出部を設けて成るユニット部材単体aを、互いの突出部を突き合せた状態で対向させたものを一単位とし、これを必要高さに積重ねたものを、支持用柱体bにより一括して串刺し状に貫通支持するように構成した」ものである。 By the way, as the unit member for construction described above, there is a patent application in which the inventor and the applicant are the same as the present invention shown in FIG. As shown in the figure, "a unit member unit a having a plurality of projecting portions provided on one surface of a base portion having a rectangular shape is opposed to each other with the projecting portions abutting against each other as one unit. , These are stacked to the required height and collectively supported by the supporting pillars b in a skewered manner. "

このようなユニット部材の場合の主たる心配点として、「地震の縦揺れに際して、柱体の端部衝突を生じ座屈破壊が発生してしまうような心配」がある。本発明はこのような心配の解消化を図った「ユニット部材の改良」関するものである。 The main concern in the case of such a unit member is "a concern that buckling rupture may occur due to a collision at the end of a pillar body during an earthquake pitching". The present invention relates to "improvement of unit members" in order to eliminate such concerns.

図2乃至図5は本発明の要旨部材たるユニット部材単体Aを表したものである。すなわち、当該ユニット部材単体Aは矩形状基盤部1の中心部に裁頭円錐形または円筒形を呈しかつ底面を開口面とすると共に上面を閉鎖面とする突出部2を一体形成したものである。 なお、当該ユニット部材単体Aは公知技術に属するため、これに関する詳細な説明は省略する 2 to 5 show a unit member A which is a gist member of the present invention. That is, the unit member A is integrally formed with a protruding portion 2 having a truncated cone shape or a cylindrical shape at the center of the rectangular base portion 1 and having a bottom surface as an opening surface and an upper surface as a closing surface. .. Since the unit member A belongs to a known technique, detailed description thereof will be omitted.

上記したユニット部材単体Aであるが、これは二個を一対とし、すなわち、互いの突出部2を対向接触させたものを一対とし、これを複数単位縦横に連結することにより、構築用に供するものである。なお、図面に示す実施例にあっては、基盤部1を正方形状としてあるが、これは長方形状のものであっても可とする。 The unit member A described above is provided for construction by pairing two units, that is, pairing two protruding portions 2 in opposition to each other and connecting a plurality of units vertically and horizontally. It is a thing. In the embodiment shown in the drawing, the base portion 1 has a square shape, but a rectangular shape may be used.

そして本発明は、上記したようなユニット部材単体の一対の連結状態を含めて、これの複数単位の積層状態において、地震の縦揺れ、クリープの発生等に際しても充分なる堅牢性が保持されるように構成したものである。 In the present invention, including the paired connected state of the unit members as described above, sufficient robustness is maintained even in the case of pitching of an earthquake, creep , etc. in the laminated state of a plurality of units thereof. It is composed of.

3は基盤部1の表面に形成した有底嵌入用孔であって、支持用柱体Bの端部を嵌入させるためのものである。そして、上記一対のものの間に支持用柱体Bを介在させることによって、ユニット部材単体相互を安定化させるように構成してある。 Reference numeral 3 denotes a bottomed fitting hole formed on the surface of the base portion 1, for fitting the end portion of the supporting column B. Then, by interposing the supporting column B between the pair of the unit members, the unit members are configured to stabilize each other.

ところで、上記した有底嵌入用孔3であるが、図2乃至図5に示す実施例にあっては、基盤部1の縦横方向に四か所開設するように構成してあるが、これは横方向に二か所開設するか、或は、図8に示すように中央に一か所開設するように構成しても良い。そして、その形状であるが、図2及び図3に示すように正四角形状、図8に示すように円形状のものであっても良い。更に、作業性の観点を度外視すれば、長方形を含む適宜な矩形状、三角形状、楕円形状、若しくは所要の多角形状等任意なものであって可とし、その形状の限定性は無く、また、その基盤部1に対する開設個所及び開設数においても限定性は存在しない。要は柱体の嵌合を可能とするものであれば、その個数及び形状に対する実施上の制限性は存在しない。なお、柱体の形態は有底嵌入用孔の形状に即応したものとすることは勿論である。 By the way, regarding the bottomed fitting hole 3 described above, in the embodiment shown in FIGS. 2 to 5, it is configured to open four places in the vertical and horizontal directions of the base portion 1. Two locations may be opened in the horizontal direction, or one location may be opened in the center as shown in FIG. The shape may be a square cupola as shown in FIGS. 2 and 3, and a circular shape as shown in FIG. Further, from the viewpoint of workability, any shape such as an appropriate rectangular shape including a rectangular shape, a triangular shape, an elliptical shape, or a required polygonal shape is acceptable, and the shape is not limited. There is no limitation on the location and number of establishments for the base unit 1. In short, there are no practical restrictions on the number and shape of columns as long as they can be fitted. Needless to say, the shape of the pillar body immediately corresponds to the shape of the bottomed fitting hole.

また、上記した支持用柱体Bとして、単純に一本のものとする以外、図11の(イ)に示すように、有底嵌入用孔3に対して嵌入させる端盤Mに対して二本の柱Nを設けて一本の支持用柱体を形成するようにしたもの、或は同図の(ロ)に示すように三本の柱Mを設けて一本の支持用柱体を形成するようにしもの等、所要本数の柱で一本の支持用柱体を形成するようにしても良い。更に、同図の(ハ)に示すように、アングル稈Pにより一本の支持用柱体を形成するように構成してもよい。本発明はこのような形態で実施する場合もある。結局、本発明にあっては、支持用柱体B自体の構成に制限性は存在しないものである。 Further, as the support column B described above, other than simply one, as shown in FIG. 11 (a), two with respect to the end plate M to be fitted into the bottomed fitting hole 3. A book pillar N is provided to form one support pillar body, or as shown in (b) of the same figure, three pillars M are provided to form one support pillar body. It is also possible to form one support pillar body with a required number of pillars such as those to be formed. Further, as shown in (c) of the figure, the angle culm P may be configured to form one supporting column. The present invention may be implemented in such a form. After all, in the present invention, there is no limitation on the configuration of the supporting column B itself.

ところで、支持用柱体に依るユニット部材単体に対する安定支持形態であるが、図1に示すように、一対のものに対してそれぞれ支持用柱体を取付けることを原則とするが、図9に示すように二対のユニット部材単体ごとに柱体を設けるように構成しても良い。この場合、中間に位置する基盤部の嵌入用孔は有底ではなく単なる抜き孔とする。本発明はこのような形態で実施することも出来る。 By the way, although it is a stable support form for a single unit member based on a support column, as shown in FIG. 1, in principle, the support columns are attached to each pair of objects, but it is shown in FIG. As described above, a pillar body may be provided for each of the two pairs of unit members. In this case, the fitting hole of the base portion located in the middle is not a bottomed hole but a simple punching hole. The present invention can also be carried out in such a form.

Cは基盤部1の側縁部分に形成した連結手段であって、図示の実施例にあっては、基盤部1の反突出部形成面側の周縁部に凹溝4を形成すると共に、その内部にボス状突起5が所定間隔を保って列設されており、一対を成す上下のユニット部材単体のそれぞれに形成されている当該ボス状突起5は、同一直線状に位置された状態で対向するように構成してある。そして所要の梁材Dの端部に形成する連結用係合片として、上記のように対向状態にあるボス状突起5を夫々嵌合可能とする管状体6とするように構成してある(図6及び図7参照。)。 C is a connecting means formed on the side edge portion of the base portion 1, and in the illustrated embodiment, the concave groove 4 is formed on the peripheral edge portion of the base portion 1 on the anti-protruding portion forming surface side, and the groove 4 is formed therein. Boss-shaped protrusions 5 are arranged in a row at predetermined intervals inside, and the boss-shaped protrusions 5 formed on each of the pair of upper and lower unit members are opposed to each other in the same linear position. It is configured to do. Then, as the connecting engaging piece formed at the end of the required beam member D, the tubular body 6 is configured so that the boss-shaped protrusions 5 in the opposite state as described above can be fitted to each other (as described above). 6 and 7).

そして、当該管状体6の直径は、前記凹溝4の溝幅内(内外両側の溝壁面)にしっくりと嵌合或は近接可能とする程度の直径を具えたものとするように構成してある。 The diameter of the tubular body 6 is configured to have a diameter that allows it to fit or approach the groove width of the concave groove 4 (groove walls on both the inner and outer sides). is there.

すなわち、上記した連結手段の場合、図6に示すように、上下のボス状突起5に嵌合させた管状体6の表面が、凹溝4の両側の溝壁に接触或は近接するように構成することにより、連結用係合片の嵌合部分において反りが生じることなく確固たる直線状態を保持されるように構成してある。これにより、地震発生時等の横揺れに対して反り発生に依る離脱を招くことなく、強い耐性が発揮されるように構成してある。 That is, in the case of the above-mentioned connecting means, as shown in FIG. 6, the surface of the tubular body 6 fitted to the upper and lower boss-shaped protrusions 5 is in contact with or close to the groove walls on both sides of the concave groove 4. By configuring it, it is configured to maintain a firm linear state without warping at the fitting portion of the connecting engaging piece. As a result, strong resistance is exhibited without causing separation due to warpage against rolling in the event of an earthquake or the like.

そして、このような反りの生じない嵌合形態は、対を成すユニット部材単体相互の、補助的結合性の強化目的も同時に図られることとなる。(なお、主たる結合性は柱体Bの支持に基づく。) Then, in such a fitting form in which warpage does not occur, the purpose of strengthening the auxiliary coupling between the paired unit members is also achieved at the same time. (Note that the main bondability is based on the support of column B.)

ところで、本発明において採用する梁材の連結手段としては、上記に限定されるものではなく、その他適宜な手段で実施することも可能である。 By the way, the connecting means of the beam material adopted in the present invention is not limited to the above, and other appropriate means can also be used.

図1は本発明に依り組み立てた構築体の第1の実施例を表したものであって、所要の現場においてこのように組み立てることにより、目的とする構築体を形成するものである。図9に示す第2の実施例にあっても同様である。 FIG. 1 shows a first embodiment of a structure assembled according to the present invention, and by assembling in this way at a required site, a target structure is formed. The same applies to the second embodiment shown in FIG.

A ユニット部材単体
1 基盤部
2 突出部
B 柱体
3 有底嵌入用孔
C 連結手段
4 凹溝
5 ボス状突起
D 梁材
6 管状体
A Unit member single unit 1 Base part 2 Protruding part B Pillar body 3 Bottomed fitting hole C Connecting means 4 Concave groove 5 Boss-shaped protrusion
D Beam material 6 Tubular body

Claims (2)

矩形状を呈する基盤部の一面に、複数の柱状または筒状の突出部を設けて成るユニット部材単体を、互いの突出部を突き合せた状態で対向させたものを一単位とし、端部嵌合用たる有底嵌入用孔を基盤部の隣接する突出部の約中心部分に形成すると共に、当該有底嵌入用孔に対して支持用柱体の端部を嵌入させることによって、当該柱体相互の直接的端部接触を回避させた状態で当該ユニット部材単体を一単位ごとに或は複数単位ごとに結束するように構成し、更に、構築に伴い積重ねられかつ隣り合わされるように構成したユニット部材。



A unit member having a plurality of columnar or tubular protrusions provided on one surface of a rectangular base portion is opposed to each other with the protrusions abutting against each other, and the end fitting is performed. By forming a combined bottomed fitting hole in the approximately central portion of the adjacent protruding portion of the base portion and fitting the end portion of the supporting column into the bottomed fitting hole, the pillars can be fitted to each other. Units that are configured to bind the unit members individually or in units of multiple units while avoiding direct end contact, and are configured to be stacked and adjacent to each other as they are constructed. Element.



基盤部の側縁に設ける梁材の連結手段として、基盤部の反突出部形成面側の周縁部に凹溝を形成すると共に、その内部にボス状突起を、所定間隔を保って列設させ、かつ、一対を成す上下のユニット部材単体のそれぞれに形成されている当該ボス状突起を同一直線状に位置させ、所要の梁材の端部に形成する連結用係合片を、上記のように対向状態にあるボス状突起を夫々上下部に嵌合可能とする管状体とし、当該管状体の直径は、前記凹溝の溝幅にしっくりと嵌合或は近接する直径を具えたものとするように構成した請求項1に記載のユニット部材。 As a means for connecting the beam material provided on the side edge of the base portion, a concave groove is formed on the peripheral edge portion of the base portion on the side of the anti-protruding portion forming surface, and boss-shaped protrusions are arranged in a row at a predetermined interval inside the groove. In addition, the boss-shaped protrusions formed on each of the pair of upper and lower unit members are positioned in the same linear shape, and the connecting engaging pieces formed at the ends of the required beam members are as described above. The boss-shaped protrusions facing each other are formed into a tubular body that can be fitted to the upper and lower parts, respectively, and the diameter of the tubular body is such that the groove width of the concave groove is fitted or close to the groove width. The unit member according to claim 1, which is configured to be used.
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