JP2017089126A - Structure - Google Patents

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JP2017089126A
JP2017089126A JP2015216694A JP2015216694A JP2017089126A JP 2017089126 A JP2017089126 A JP 2017089126A JP 2015216694 A JP2015216694 A JP 2015216694A JP 2015216694 A JP2015216694 A JP 2015216694A JP 2017089126 A JP2017089126 A JP 2017089126A
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紀年 高森
Noritoshi Takamori
紀年 高森
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Shinko Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a structure excellent in stacking workability of a brick, even when a height for stacking the brick is high.SOLUTION: A structure comprises base plates 2 arranged in a plurality at an interval, a cylindrical column 3 standing on the respective base plates 2, a plurality of bricks 4 stacked in a state of being inserted into the cylindrical column 3, a spacer 5 inserted into the cylindrical column 3 and arranged between the stacking bricks 4 and a cover plate 6 for covering an upper part of the cylindrical column 3. The cylindrical column 3 comprises a plurality of divided columns 7 divided in the vertical direction and a connection shaft part 7a for connecting its mutual divided columns 7 and fixed in a state of inserting a part into the divided columns 7, and the cylindrical column 3 is inserted in the connection shaft part 7a of the lower divided column 7 from below into the upper divided column 7, and an auxiliary column 8 is connected above the uppermost divided column 7.SELECTED DRAWING: Figure 1

Description

本発明は、建物の外壁を化粧する外装仕上げ材や建物の屋内空間の仕切材などとして用いられる複数のれんがを積み上げた構造体に関する。   The present invention relates to a structure in which a plurality of bricks used as an exterior finishing material for making up an outer wall of a building or a partition material for an indoor space of a building are stacked.

建物の外壁を化粧する外装仕上げ材や建物の屋内空間の仕切体などとして、れんがを積み上げて構築される構造体が用いられている。   Structures constructed by building up bricks are used as exterior finishing materials that make up the outer walls of buildings and partitions in indoor spaces of buildings.

このような構造体としては、例えば、並列して設けた複数の支柱と、その支柱を挿通する挿通孔を有し、その挿通孔に支柱を挿通した状態で積み上げるれんがと、支柱に挿通した状態で積み上げたれんが間に配置するスペーサとからなり、れんがを支柱に挿通し、スペーサを挟みながら積み上げることにより構築されるものが提案されている(特許文献1参照)。   As such a structure, for example, it has a plurality of support columns provided in parallel and an insertion hole through which the support column is inserted, and the bricks piled up in a state where the support column is inserted into the insertion hole, the state of being inserted into the support column It has been proposed that the bricks are stacked between the spacers and are constructed by inserting the bricks through the columns and stacking the spacers while sandwiching the spacers (see Patent Document 1).

この構造体のれんがは、挿通孔がれんがの幅方向(れんがを積み上げたときの面内方向)に長い楕円形状をなしている。スペーサは、エラストマーからなり、れんがの挿通孔内に挿入する円柱状の本体と、本体の上端外周に設ける楕円形状の鍔部とから形成されている。   The brick of this structure has an elliptical shape that is long in the width direction of the brick (the in-plane direction when the bricks are stacked). The spacer is made of an elastomer, and is formed of a columnar main body that is inserted into a brick insertion hole, and an elliptical collar provided on the outer periphery of the upper end of the main body.

上記れんがは、挿通孔が面内方向に長い楕円形状をなしていることから、構造体は面内方向への変位追従を可能とすることができる。また、積み上げたれんが間にエラストマーからなるスペーサが挟み込まれているので、地震時の鉛直方向の応力をスペーサ自体の弾性により吸収することができる。   Since the insertion hole has an elliptical shape in which the insertion hole is long in the in-plane direction, the structure can enable displacement following in the in-plane direction. In addition, since the spacer made of elastomer is sandwiched between the stacked bricks, the stress in the vertical direction at the time of the earthquake can be absorbed by the elasticity of the spacer itself.

実用新案登録第3197277号公報Utility Model Registration No. 3197277

特許文献1に記載された構造体は、上述の外装仕上げ材や仕切材としての必要な高さを確保するため、その高さを有する複数の支柱を並列して設ける必要があった。このため、支柱に挿通するれんがは、挿通孔に支柱を挿通した状態で手に持って保持しつつ、支柱の上端から下方に移動させて積み上げする必要がある。   The structure described in Patent Document 1 needs to be provided with a plurality of columns having the height in parallel in order to secure the necessary height as the above-described exterior finishing material or partition material. For this reason, it is necessary to stack the bricks that are inserted through the columns by moving the bricks downward from the upper ends of the columns while holding and holding the columns with the columns inserted through the insertion holes.

その結果、構造体の高さが高くなるほど、支柱の高さが高くなり、れんがを手に持って保持しつつ、支柱の上端から下方に移動させる距離が長くなり、れんがを積み上げる作業性が悪くなるという問題があった。   As a result, the higher the structure, the higher the column, the longer the distance to move downward from the upper end of the column while holding the brick in hand, and the workability of stacking bricks is poor. There was a problem of becoming.

そこで、この発明は、れんがを積み上げる高さが高い場合であっても、れんがの積み上げの作業性が良い構造体を提供する。   Therefore, the present invention provides a structure having good workability for building up bricks even when the height of building up bricks is high.

上記の課題を解決するために、この発明は、間隔をおいて配置される複数の筒状支柱と、上下方向の複数の貫通孔を有し、その貫通孔に前記筒状支柱が挿通された状態で積み上げられる複数のれんがと、前記筒状支柱に挿通され、積み上げられる前記れんがの間に配置されるスペーサとを有し、
前記筒状支柱は、上下方向に分割された複数の分割支柱と、その分割支柱同士を連結する連結軸部とを有し、前記連結軸部は、その一部が前記分割支柱内に挿通された状態で、前記分割支柱に固定されたものであり、下位の前記分割支柱の前記連結軸部が上位の前記分割支柱内に下方から挿通された構成を採用することができる。
In order to solve the above problems, the present invention has a plurality of cylindrical columns arranged at intervals and a plurality of vertical through holes, and the cylindrical columns are inserted into the through holes. A plurality of bricks stacked in a state, and a spacer disposed between the bricks inserted through the cylindrical support and stacked.
The cylindrical column has a plurality of divided columns divided in the vertical direction, and a connecting shaft portion that connects the divided columns, and a part of the connecting shaft portion is inserted into the divided column. In this state, it is possible to adopt a configuration in which the connecting shaft portion of the lower divided column is inserted into the upper divided column from below.

この構成によると、積み上げられたれんがが分割支柱の上部にまで達したとき、その下位の分割支柱の連結軸部の外周部に他の分割支柱を下方から嵌めて連結し、順次筒状支柱を高くすることができる。   According to this configuration, when the stacked brick reaches the upper part of the divided column, the other divided columns are connected to the outer peripheral portion of the connecting shaft portion of the lower divided column from the lower side, and the cylindrical columns are sequentially connected. Can be high.

このため、貫通孔に筒状支柱を挿通した状態でれんがを保持しつつ下方へ移動させる長さが、分割支柱の長さ以上となることがない。   For this reason, the length moved downward while holding the brick in a state where the cylindrical column is inserted into the through hole does not become longer than the length of the divided column.

この構成において、前記筒状支柱が載るベース板と、前記筒状支柱の上部を覆うカバー板とを備え、前記ベース板は、前記筒状支柱が嵌められる下軸部と、前記ベース板を固定対象物に固定する下部固定具とを有し、前記カバー板が、前記筒状支柱内に上方から嵌められる上軸部と、前記カバー板を固定対象物に固定する上部固定具とを有する構成を採用することができる。   In this configuration, the base plate includes a base plate on which the cylindrical column is placed, and a cover plate that covers an upper portion of the cylindrical column. The base plate fixes the base plate to a lower shaft portion on which the cylindrical column is fitted. A lower fixing tool that fixes the object to the object, and the cover plate includes an upper shaft part that is fitted into the cylindrical column from above, and an upper fixing tool that fixes the cover plate to the object to be fixed. Can be adopted.

この構成によると、複数の筒状支柱、それぞれの筒状支柱が挿通され、積み上げられる複数のれんが、及び積み上げられる複数のれんがの間に配置されるスペーサを一体として、ベース板の下部固定具とカバー板の上部固定具により固定対象物に固定することができる。   According to this configuration, the plurality of cylindrical struts, the plurality of bricks that are inserted through the respective cylindrical struts, and the spacers disposed between the plurality of bricks that are stacked, and the lower fixture of the base plate are integrated. The cover plate can be fixed to the fixed object by the upper fixing tool.

前記ベース板が帯状に形成され、前記下軸部が前記ベース板に対して、前記複数の筒状支柱の間隔と同じ間隔に配置された構成や、前記カバー板が帯状に形成され、前記上軸部が前記カバー板に対して、前記複数の筒状支柱の間隔と同じ間隔に配置された構成を採用することができる。   The base plate is formed in a band shape, and the lower shaft portion is arranged with respect to the base plate at the same interval as the intervals of the plurality of cylindrical support columns, or the cover plate is formed in a band shape, It is possible to employ a configuration in which the shaft portion is disposed at the same interval as the interval between the plurality of cylindrical columns with respect to the cover plate.

この構成では、予め、ベース板上において複数の筒状支柱を間隔をおいて配置した状態とすることができるので、れんがの積み上げを容易に行うことができる。また、れんがが積み上がった状態で、カバー板の上軸部をそれぞれの筒状支柱内に嵌め合わせることで、それぞれの筒状支柱の姿勢を安定させることができる。   In this configuration, since a plurality of cylindrical columns can be arranged in advance on the base plate at intervals, bricks can be easily stacked. Moreover, the attitude | position of each cylindrical support | pillar can be stabilized by fitting the upper-axis part of a cover board in each cylindrical support | pillar in the state which the brick was piled up.

この発明は、筒状支柱が複数に分割された分割支柱と、その分割支柱同士を連結する連結軸部とを有するので、所要の高さまで順次分割支柱を連結しつつ、れんがを積み上げればよく、れんがを積み上げる高さが高い場合であっても、れんがの積み上げ作業性が良い。   Since the present invention has a divided column in which the cylindrical column is divided into a plurality of divided columns and a connecting shaft portion that connects the divided columns to each other, it is sufficient that the bricks are stacked while sequentially connecting the divided columns to a required height. Even if the height of building up bricks is high, the workability of building up bricks is good.

また、れんがを積み上げる高さが高い場合であっても、貫通孔に筒状支柱を挿通した状態でれんがを保持しつつ下方へ移動させる長さが、分割支柱の長さ以上となることがなく、れんがを保持する時間が短縮される。   Moreover, even when the height of bricks is high, the length to move downward while holding the bricks with the cylindrical pillars inserted through the through holes does not exceed the length of the divided pillars. The time to hold the brick is shortened.

この発明に係る第一実施形態の構造体の正面図Front view of structure of first embodiment according to this invention 同上の構造体の一部切り欠き側面図Partial cutaway side view of the structure 同上の構造体の下部の縦断正面図Vertical front view of the lower part of the structure 同上の構造体の上部の縦断正面図Vertical front view of the upper part of the structure 同上の筒状支柱の連結部分での縦断正面図Longitudinal front view at the connecting part of the cylindrical support 同上の筒状支柱の連結部分での分解斜視図The exploded perspective view in the connection part of the cylindrical support pillar same as the above この発明に係る第二実施形態の構造体の下部の縦断正面図A longitudinal front view of the lower part of the structure according to the second embodiment of the present invention 同上の構造体の上部の縦断正面図Vertical front view of the upper part of the structure この発明に係る第三実施形態の構造体の下部の縦断正面図Vertical front view of the lower part of the structure according to the third embodiment of the present invention 同上の構造体の上部の縦断正面図Vertical front view of the upper part of the structure 同上の構造体の上部での斜視図Perspective view at the top of the structure 同上の構造体の縦断側面図Longitudinal side view of the structure

以下、この発明の第一実施形態に係る構造体を図1〜図6に基づいて説明する。
この実施形態の構造体1は、建物の屋内空間の仕切材として用いられ、天井Cと床面Fから立ち上がる長尺の基台Bとの間に固定されている。
A structure according to a first embodiment of the present invention will be described below with reference to FIGS.
The structure 1 of this embodiment is used as a partition material for an indoor space of a building, and is fixed between a ceiling C and a long base B that rises from a floor surface F.

構造体1は、図1、2に示すように、間隔をおいて複数配置されるベース板2と、それぞれのベース板2上で起立する筒状支柱3と、筒状支柱3が挿通された状態で積み上げられる複数のれんが4と、筒状支柱3が挿通され、積み上げられるれんが4の上下方向の間に配置されるスペーサ5と、筒状支柱3の上部を覆うカバー板6とを備えている。   As shown in FIGS. 1 and 2, the structure 1 includes a plurality of base plates 2 arranged at intervals, a cylindrical column 3 standing on each base plate 2, and the cylindrical column 3 inserted therethrough. A plurality of bricks 4 stacked in a state, a spacer 5 disposed between the vertical columns of the brick 4 to which the cylindrical pillar 3 is inserted, and a cover plate 6 covering the upper part of the cylindrical column 3. Yes.

ベース板2は矩形をなし、下面に形成されるアンカー2aと上面に形成される筒状の下軸部2bとを有する。ベース板2は、基台B上に間隔をおいて複数配置され、アンカー2aにより、基台Bに固定される。なお、ベース板2は、基台Bに固定する必要はなく、天井高さや屋内空間の広さ等に応じて、床面Fに直接固定してもよい。   The base plate 2 is rectangular and has an anchor 2a formed on the lower surface and a cylindrical lower shaft portion 2b formed on the upper surface. A plurality of base plates 2 are arranged on the base B with a space, and are fixed to the base B by anchors 2a. Note that the base plate 2 does not need to be fixed to the base B, and may be directly fixed to the floor surface F according to the ceiling height, the size of the indoor space, or the like.

アンカー2aは、中実の軸体であり、外周部に基台Bに対する引抜耐力を付与する凹凸を有する。アンカー2aの凹凸は、陥没、突起、孔、ねじ溝あるいは、これらを組み合わせたものを適用することができる。   The anchor 2a is a solid shaft body, and has an unevenness that imparts a pulling resistance to the base B on the outer peripheral portion. As the irregularities of the anchor 2a, depressions, protrusions, holes, screw grooves, or a combination thereof can be applied.

下軸部2bは、図3に示すように、ベース板2から上向きに突き出す円筒状の軸体であり、軸方向が上下方向となる状態でベース板2に対して溶接により一体化されている。下軸部2bは、その外収部に筒状支柱3が下方から嵌められた状態となり、ベース板2上に筒状支柱3が支えられる。   As shown in FIG. 3, the lower shaft portion 2 b is a cylindrical shaft body that protrudes upward from the base plate 2, and is integrated with the base plate 2 by welding in a state where the axial direction is the vertical direction. . The lower shaft portion 2 b is in a state in which the cylindrical support 3 is fitted from the lower side to the outer collection portion, and the cylindrical support 3 is supported on the base plate 2.

筒状支柱3は、図1に示すように、上下方向に複数に分割された分割支柱7と、その分割支柱7の上端に固定され、分割支柱7同士を連結する連結軸部7aと、最上位の分割支柱7の上方に連結される円筒状の補助支柱8とを有する。   As shown in FIG. 1, the cylindrical column 3 includes a divided column 7 divided into a plurality of vertical columns, a connection shaft portion 7 a fixed to the upper end of the divided column 7 and connecting the divided columns 7, and an outermost column. And a cylindrical auxiliary column 8 connected to the upper part of the upper divided column 7.

分割支柱7は、所定長さを有する円筒体であり、ベース板2の下軸部2bの外周部に嵌め合わせ可能な内径を有する。分割支柱7は、図5に示すように、連結軸部7aの一部が上端部に挿通された状態で固定される。連結軸部7aは、図6に示すように、円筒状の軸体であり、分割支柱7の上端部から一部突き出している。   The divided support column 7 is a cylindrical body having a predetermined length, and has an inner diameter that can be fitted to the outer peripheral portion of the lower shaft portion 2 b of the base plate 2. As shown in FIG. 5, the split column 7 is fixed in a state where a part of the connecting shaft portion 7 a is inserted into the upper end portion. As shown in FIG. 6, the connecting shaft portion 7 a is a cylindrical shaft body and partially protrudes from the upper end portion of the divided support column 7.

分割支柱7に対する連結軸部7aの固定は、分割支柱7の上部及び連結軸部7aの下部での上下方向二箇所において、直径方向二箇所でのねじ部材7bのねじ結合によりなされる。分割支柱7の長さは、現場の作業環境、要求される筒状支柱3の強度などに応じて設定され、例えば、1500mm〜2000mmに設定される。   The connecting shaft portion 7a is fixed to the divided support column 7 by screw connection of the screw members 7b at two locations in the diametrical direction at two locations in the vertical direction at the upper portion of the divided support column 7 and the lower portion of the connecting shaft portion 7a. The length of the divided column 7 is set according to the work environment at the site, the required strength of the cylindrical column 3, and the like, for example, set to 1500 mm to 2000 mm.

補助支柱8は、分割支柱7と同じ内外径を有する円筒体であり、その長さは要求される筒状支柱3の高さに応じて設定することが可能である。すなわち、補助支柱8は、最上位の分割支柱7の連結軸部7aが下方から挿通された状態で、筒状支柱3として要求される高さとなるように設定される。例えば、分割支柱7よりも短く設定される。   The auxiliary column 8 is a cylindrical body having the same inner and outer diameters as the divided column 7, and its length can be set according to the required height of the cylindrical column 3. That is, the auxiliary column 8 is set to have a height required for the cylindrical column 3 in a state where the connecting shaft portion 7a of the uppermost divided column 7 is inserted from below. For example, it is set shorter than the divided column 7.

筒状支柱3のうち最下位の分割支柱7は、図3に示すように、ベース板2の下軸部2bが下方から挿通された状態となっている。筒状支柱3は、最下位の分割支柱7から上方へ、複数の分割支柱7が連結軸部7aを介して順次連結され、最上位の分割支柱7の連結軸部7aに、補助支柱8が下方から挿通された状態となっている。   As shown in FIG. 3, the lowermost divided column 7 of the cylindrical columns 3 is in a state where the lower shaft portion 2b of the base plate 2 is inserted from below. In the cylindrical column 3, a plurality of divided columns 7 are sequentially connected from the lowest divided column 7 via a connecting shaft 7 a, and an auxiliary column 8 is connected to the connecting shaft 7 a of the uppermost divided column 7. It has been inserted from below.

れんが4は長さ方向両側に上下方向の貫通孔4a、4aを有し、例えば、普通れんがや化粧れんが(JIS R1250)を使用することができる。れんが4は、両側の貫通孔4aに隣り合う筒状支柱3、3がそれぞれ挿通された状態で、上下方向に複数段積み上げられている。   The brick 4 has through-holes 4a and 4a in the vertical direction on both sides in the length direction, and, for example, ordinary brick or makeup brick (JIS R1250) can be used. The bricks 4 are stacked in a plurality of stages in the vertical direction with the cylindrical columns 3 and 3 adjacent to the through holes 4a on both sides being inserted.

複数段積み上げられたれんが4は、下段に位置する隣り合うれんが4の間に上段に位置するれんが4が配置された状態となっている。すなわち、隣り合うれんが4の間に間隔が形成された透かし積みされた状態となっている。   The bricks 4 stacked in a plurality of stages are in a state in which the bricks 4 located in the upper stage are arranged between the adjacent bricks 4 located in the lower stage. That is, it is in a watermarked state in which an interval is formed between adjacent bricks 4.

また、複数段積み上げられたれんが4のうち、左右方向両端に配置され、筒状支柱3が挿通されたものは、れんが4よりも長さが短い端用れんが4bが使用される。端用れんが4bは貫通孔4aが中央に一箇所のみ有する。左右方向とは、構造体1を正面から見た場合における左右方向を意味する。   Further, among the bricks 4 stacked in a plurality of stages, an end brick 4b having a length shorter than that of the brick 4 is used when the cylindrical support column 3 is inserted at both ends in the left-right direction. The end brick 4b has only one through hole 4a in the center. The left-right direction means the left-right direction when the structure 1 is viewed from the front.

また、積み上げられたれんが4の上下方向の間に、筒状支柱3に挿通されたスペーサ5が配置される。スペーサ5は、弾性を有する合成樹脂から形成され、図6に示すように、中央に円形の貫通孔5aを有する円板であって、貫通孔5aの周縁に下方に突き出すリブ5bを有する。   In addition, a spacer 5 inserted through the cylindrical column 3 is arranged between the stacked bricks 4 in the vertical direction. As shown in FIG. 6, the spacer 5 is a disc having a circular through hole 5a at the center, and has a rib 5b protruding downward from the periphery of the through hole 5a.

リブ5bは、その外周部が下方に向かって径方向内向きに傾斜するテーパ状に形成される。リブ5bは、筒状支柱3とれんが4の貫通孔4aの周縁部との間に差し込まれた状態となっている。   The rib 5b is formed in a tapered shape whose outer peripheral portion is inclined inward in the radial direction downward. The rib 5 b is in a state of being inserted between the cylindrical column 3 and the peripheral edge of the through hole 4 a of the brick 4.

また、リブ5bは、上方に位置するれんが4により、筒状支柱3とれんが4の貫通孔4aの周縁部との間を埋めるように下方に押し付けられる。リブ5bのくさび効果により、筒状支柱3に対してれんが4が位置決めされる。   Further, the rib 5b is pressed downward by the brick 4 positioned above so as to fill the space between the cylindrical column 3 and the peripheral edge of the through hole 4a of the brick 4. The brick 4 is positioned with respect to the cylindrical column 3 by the wedge effect of the rib 5b.

所定の高さに複数段積み上げられたれんが4上にスペーサ5が筒状支柱3に挿通された状態で配置され、それぞれのスペーサ5上に筒状支柱を覆うようにカバー板6が配置される。   A plurality of bricks stacked at a predetermined height are arranged on the brick 4 in a state where the spacer 5 is inserted into the cylindrical column 3, and the cover plate 6 is arranged on each spacer 5 so as to cover the cylindrical column. .

カバー板6は、図4に示すように、矩形の板体からなり、下面中央に形成された筒状の上軸部6aを有する。上軸部6aは、筒状支柱3の補助支柱8に対して上方から挿通された状態となっている。   As shown in FIG. 4, the cover plate 6 is formed of a rectangular plate and has a cylindrical upper shaft portion 6 a formed at the center of the lower surface. The upper shaft portion 6a is inserted into the auxiliary column 8 of the cylindrical column 3 from above.

また、カバー板6は、上面に上部固定具としての長ナット6b及びねじ軸6cを有する。長ナット6bは、長さ方向が上下方向となるようにカバー板6の中央に溶接等により固定される。ねじ軸6cは、下端部が長ナット6bにねじ込まれた状態で回転不能に固定される。   The cover plate 6 has a long nut 6b and a screw shaft 6c as upper fixtures on the upper surface. The long nut 6b is fixed to the center of the cover plate 6 by welding or the like so that the length direction is the vertical direction. The screw shaft 6c is fixed in a non-rotatable state with its lower end screwed into the long nut 6b.

カバー板6のねじ軸6cは、天井Cに対して筒状支柱3と同間隔に複数固定されたねじ軸である吊り金具10と吊り金具10にねじ結合した袋ナット10aとを介して連結される。袋ナット10aの回転により、ねじ軸6cは上下方向に移動可能となっている。   The screw shaft 6 c of the cover plate 6 is connected to the ceiling C via a hanging metal fitting 10 that is a plurality of screw shafts fixed to the ceiling column 3 at the same interval and a cap nut 10 a that is screwed to the hanging metal fitting 10. The The screw shaft 6c is movable in the vertical direction by the rotation of the cap nut 10a.

それぞれの袋ナット10aの回転により下方に移動したねじ軸6cによって、カバー板6はスペーサ5を下方に押し付けた状態となり、複数本の筒状支柱3に挿通され、積み上げられたれんが4が天井Cと基台Bとの間に固定される。   By the screw shaft 6c moved downward by the rotation of each cap nut 10a, the cover plate 6 is in a state of pressing the spacer 5 downward, inserted into the plurality of cylindrical columns 3, and the stacked brick 4 is attached to the ceiling C. And the base B.

このように構成される構造体1は、図6に示すように、積み上げられたれんがが分割支柱7の上部にまで達したとき、その分割支柱7の連結軸部7aの外周部に他の分割支柱7を下方から嵌めて連結して、順次、筒状支柱3を高くすることができる。   As shown in FIG. 6, the structure 1 configured in this way is divided into other divided parts on the outer peripheral portion of the connecting shaft portion 7 a of the divided column 7 when the stacked brick reaches the upper part of the divided column 7. The column 7 can be raised sequentially by fitting and connecting the column 7 from below.

このため、貫通孔4aを筒状支柱3に挿通した状態でれんが4を手で保持しつつ下方へ移動させる距離が、分割支柱7の長さ以上となることがない。手でれんが4を保持しておく時間が短縮され、れんが4の積み上げ作業性が良くなる。   For this reason, the distance to which the brick 4 is moved downward while being held in the state where the through-hole 4a is inserted into the cylindrical column 3 does not exceed the length of the divided column 7. The time for holding brick 4 by hand is shortened, and the workability of stacking brick 4 is improved.

また、筒状支柱3は、上下方向に分割された分割支柱7と補助支柱8とが、その内部に挿通した連結軸部7aを介して順次連結される。このため、筒状支柱3は、外径寸法が全長にわたり一定となるので、貫通孔4aに挿通して、れんが4が積み上げ易くなる。   Moreover, the cylindrical support | pillar 3 is sequentially connected with the division | segmentation support | pillar 7 divided | segmented into the up-down direction, and the auxiliary support | pillar 8 via the connection shaft part 7a penetrated in the inside. For this reason, since the outer diameter dimension of the cylindrical support column 3 is constant over the entire length, the brick 4 is easily stacked by being inserted into the through hole 4a.

なお、構造体1の筒状支柱3の下端部がベース板2を介して基台Bに固定されているが、ベース板2を使用せずに、例えば、基台Bに形成された穴に筒状支柱3を嵌めて固定することもできる。   In addition, although the lower end part of the cylindrical support | pillar 3 of the structure 1 is being fixed to the base B via the base board 2, without using the base board 2, for example in the hole formed in the base B The cylindrical support 3 can be fitted and fixed.

また、構造体1の筒状支柱3の上端部がカバー板6を介して吊り金具10により天井Cに固定されているが、カバー板6を使用せずに筒状支柱3を直接吊り金具10を介して天井Cに固定することもできる。   In addition, the upper end portion of the cylindrical column 3 of the structure 1 is fixed to the ceiling C by the hanging metal fitting 10 via the cover plate 6, but the cylindrical column 3 is directly attached to the hanging metal fitting 10 without using the cover plate 6. It can also be fixed to the ceiling C via

次に、この発明に係る第二実施形態の構造体1を図7、8に基づいて説明する。この実施形態は、ベース板2が帯状に形成され、下軸部2bがベース板2に対して、複数の筒状支柱3の間隔と同じ間隔に配置された点と、カバー板6が帯状に形成され、上軸部6aがカバー板6に対して、複数の筒状支柱3の間隔と同じ間隔に配置された点とにおいて、上述した第一の実施形態の構造体と相違する。その他の構造は、第一実施形態と同じと考えられ、同じ符号を付してその説明を省略する。   Next, the structure 1 of 2nd embodiment which concerns on this invention is demonstrated based on FIG. In this embodiment, the base plate 2 is formed in a band shape, the lower shaft portion 2b is arranged at the same interval as the intervals of the plurality of cylindrical columns 3 with respect to the base plate 2, and the cover plate 6 is formed in a band shape. The upper shaft portion 6a is different from the structure of the first embodiment described above in that the upper shaft portion 6a is arranged at the same interval as the interval between the plurality of cylindrical columns 3 with respect to the cover plate 6. The other structure is considered to be the same as that of the first embodiment, and the same reference numerals are given and description thereof is omitted.

この実施形態では、ベース板2は帯状に形成されているので、そのベース板2が基台B上に固定されると、下軸部2bが筒状支柱3の間隔と同じ間隔に配置された状態となる。このため、筒状支柱3の分割支柱7の下軸部2bの外周部への嵌める作業が円滑に行い得る。   In this embodiment, since the base plate 2 is formed in a band shape, when the base plate 2 is fixed on the base B, the lower shaft portion 2b is arranged at the same interval as the interval between the cylindrical columns 3. It becomes a state. For this reason, the operation | work which fits to the outer peripheral part of the lower shaft part 2b of the division | segmentation support | pillar 7 of the cylindrical support | pillar 3 can be performed smoothly.

また、カバー板6は帯状に形成されているので、れんが4が積み上がったそれぞれの筒状支柱3に上軸部6aが挿通された状態となる。この状態でそれぞれの筒状支柱3はカバー板6によって一体に支えられるので、構造体1の姿勢がより安定する。   Further, since the cover plate 6 is formed in a band shape, the upper shaft portion 6a is inserted into each cylindrical column 3 on which the bricks 4 are stacked. In this state, since each cylindrical support | pillar 3 is integrally supported by the cover board 6, the attitude | position of the structure 1 is stabilized more.

なお、第二実施形態では、ベース板2及びカバー板6が帯状に形成されているが、必要に応じて、ベース板2またはカバー板6のいずれか一方のみを帯状に形成することもできる。要は、ベース板2及びカバー板6の少なくとも一方が帯状に形成されたものとすることができる。   In the second embodiment, the base plate 2 and the cover plate 6 are formed in a band shape. However, only one of the base plate 2 and the cover plate 6 can be formed in a band shape as necessary. In short, at least one of the base plate 2 and the cover plate 6 may be formed in a band shape.

この発明に係る第三実施形態の構造体1を図9〜12に基づいて説明する。この第三実施形態の構造体1としては、ベース板2がれんが4の幅方向の一端から上方へ突き出る下部固定具2cを有する点、カバー板6が固定具としての長ナット6bとねじ軸6cと有する代わりに、れんが4の幅方向一端から上向きに突き出る上部固定具6dを有する点で、上述した第一の実施形態の構造体と相違する。その他の構造は、第一の実施形態と同じと考えられ、同じ符号を付してその説明を省略する。   The structure 1 of 3rd embodiment which concerns on this invention is demonstrated based on FIGS. The structure 1 according to the third embodiment includes a base plate 2 having a lower fixture 2c protruding upward from one end in the width direction of the brick 4, and a cover plate 6 having a long nut 6b and a screw shaft 6c as fixtures. It differs from the structure of 1st embodiment mentioned above by the point which has the upper fixing tool 6d which protrudes upwards from the width direction one end of the brick 4 instead of having. The other structure is considered to be the same as that of the first embodiment, and the same reference numerals are given and description thereof is omitted.

この第三実施形態の構造体1は、固定対象物である建物の外壁Wを化粧する外装仕上げ材として使用される。図12に示すように、ベース板2は、れんが4の幅方向一端から上方に突き出る板状の下部固定具2cを有する。下部固定具2cは、上下方向中央位置に二箇所並んで形成される固定孔2dを有する(図9参照)。   The structure 1 according to the third embodiment is used as an exterior finishing material for making up the outer wall W of a building that is a fixed object. As shown in FIG. 12, the base plate 2 has a plate-like lower fixture 2 c that protrudes upward from one end in the width direction of the brick 4. The lower fixture 2c has two fixing holes 2d formed side by side at the vertical center position (see FIG. 9).

下部固定具2cは、ベース板2に対して直角となるように一体に形成される。ベース板2は、図12に示すように、下部固定具2cを建物の外壁Wに沿って突き当てた状態で、固定孔2dに挿通したボルト9により建物の外壁Wに固定される。   The lower fixture 2c is integrally formed to be perpendicular to the base plate 2. As shown in FIG. 12, the base plate 2 is fixed to the outer wall W of the building by a bolt 9 inserted through the fixing hole 2d in a state where the lower fixture 2c is abutted along the outer wall W of the building.

カバー板6は、図11に示すように、れんが4の幅方向一端から上方に突き出る板状の上部固定具6dを有する。上部固定具6dは、上下方向中央位置に二箇所並んで形成される固定孔6eを有する。   As shown in FIG. 11, the cover plate 6 includes a plate-like upper fixture 6 d that protrudes upward from one end in the width direction of the brick 4. The upper fixture 6d has fixing holes 6e formed in two places at the center in the vertical direction.

上部固定具6dは、カバー板6に対して直角となるように一体に形成される。カバー板6は、図12に示すように、上部固定具6dを建物の外壁Wに対向するように突き当てた状態で、固定孔6eに挿通したボルト9により建物の外壁Wに固定される。   The upper fixture 6d is integrally formed to be perpendicular to the cover plate 6. As shown in FIG. 12, the cover plate 6 is fixed to the outer wall W of the building by a bolt 9 inserted into the fixing hole 6e in a state where the upper fixture 6d is abutted against the outer wall W of the building.

この第三実施形態の構造体1は、下部固定具2c及び上部固定具6dにより、ベース板2及びカバー板6が建物の外壁Wに固定される。このため、建物の外壁Wを化粧する外装仕上げ材として使用可能となる。また、建物の外壁Wの高さ、幅に応じて、構造体1を上下方向あるいは左右方向に複数並べて固定してもよい。   In the structure 1 of the third embodiment, the base plate 2 and the cover plate 6 are fixed to the outer wall W of the building by the lower fixture 2c and the upper fixture 6d. For this reason, it can be used as an exterior finishing material for making up the outer wall W of the building. In addition, a plurality of structures 1 may be arranged side by side in the vertical direction or the horizontal direction according to the height and width of the outer wall W of the building.

なお、下部固定具2c及び上部固定具6dは、ベース板2及びカバー板6に対してれんが4の幅方向の一側方から上方に突き出すように形成してもよい。この第三実施形態のように、下部固定具2c及び上部固定具6dが、ベース板2及びカバー板6に対してれんが4の幅方向一端に上方へ突き出す状態で形成されると、ベース板2及びカバー板6が板材の折り曲げ加工等により容易に製作可能となり好ましい。   The lower fixture 2c and the upper fixture 6d may be formed so as to protrude upward from one side in the width direction of the brick 4 with respect to the base plate 2 and the cover plate 6. When the lower fixture 2c and the upper fixture 6d are formed so as to protrude upward at one end in the width direction of the brick 4 with respect to the base plate 2 and the cover plate 6 as in the third embodiment, the base plate 2 The cover plate 6 is preferable because it can be easily manufactured by bending the plate material.

また、この第三実施形態において、ベース板2及びカバー板6の少なくとも一方を帯状に形成することもできる。ベース板2を帯状に形成した場合、下部固定具2cは、ベース板2のれんが4の幅方向一端から全長にわたり上方に突き出る状態に形成したり、ベース板2のれんが4の幅方向一端から複数の筒状支柱3と同じ間隔で複数形成したりすることができる。   In the third embodiment, at least one of the base plate 2 and the cover plate 6 can be formed in a band shape. When the base plate 2 is formed in a band shape, the lower fixture 2c is formed so that the brick of the base plate 2 protrudes upward from the one end in the width direction of the base plate 2 or a plurality of bricks of the base plate 2 from one end in the width direction of the base plate 2. A plurality of cylinder struts 3 can be formed at the same interval.

カバー板6を帯状に形成した場合は、ベース板2の場合と同様に、上部固定具6dは、カバー板6のれんが4の幅方向一端から全長にわたり上方に突き出る状態に形成したり、カバー板6のれんが4の幅方向一端から複数の筒状支柱3と同じ間隔で複数形成したりすることができる。   When the cover plate 6 is formed in a band shape, the upper fixture 6d is formed so that the brick of the cover plate 6 protrudes upward from the one end in the width direction of the cover plate 6 as in the case of the base plate 2, or the cover plate 6 A plurality of 6 bricks 4 can be formed from one end in the width direction at the same interval as the plurality of cylindrical columns 3.

1 構造体
2 ベース板
2a アンカー
2b 下軸部
2c 下部固定具
2d 固定孔
3 筒状支柱
4 れんが
4a 貫通孔
4b 端用れんが
5 スペーサ
5a 貫通孔
5b リブ
6 カバー板
6a 上軸部
6b 長ナット
6c ねじ軸
6d 上部固定具
6e 固定孔
7 分割支柱
7a 連結軸部
7b ねじ部材
8 補助支柱
9 ボルト
10 吊り金具
10a 袋ナット
B 基台
C 天井
F 床面
W 外壁
DESCRIPTION OF SYMBOLS 1 Structure 2 Base board 2a Anchor 2b Lower shaft part 2c Lower fixing tool 2d Fixing hole 3 Cylindrical support column 4 Brick 4a Through hole 4b End brick 5 Spacer 5a Through hole 5b Rib 6 Cover plate 6a Upper shaft part 6b Long nut 6c Screw shaft 6d Upper fixture 6e Fixing hole 7 Dividing column 7a Connecting shaft 7b Screw member 8 Auxiliary column 9 Bolt 10 Suspension bracket 10a Cap nut B Base C Ceiling F Floor surface W Outer wall

Claims (4)

間隔をおいて配置される複数の筒状支柱(3)と、上下方向の複数の貫通孔(4a)を有し、その貫通孔(4a)に前記筒状支柱(3)が挿通された状態で積み上げられる複数のれんが(4)と、前記筒状支柱(3)に挿通され、積み上げられる前記れんが(4)の間に配置されるスペーサ(5)とを有し、
前記筒状支柱(3)は、上下方向に分割された複数の分割支柱(7)と、その分割支柱(7)同士を連結する連結軸部(7a)とを有し、前記連結軸部(7a)は、その一部が前記分割支柱(7)内に挿通された状態で、前記分割支柱(7)に固定されたものであり、下位の前記分割支柱(7)の前記連結軸部(7a)が上位の前記分割支柱(7)内に下方から挿通された構造体。
A plurality of cylindrical columns (3) arranged at intervals and a plurality of vertical through holes (4a), and the cylindrical columns (3) are inserted into the through holes (4a) A plurality of bricks stacked in (4), and a spacer (5) that is inserted between the cylindrical struts (3) and disposed between the bricks stacked in (4),
The cylindrical column (3) has a plurality of divided columns (7) divided in the vertical direction and a connecting shaft portion (7a) for connecting the divided columns (7) to each other. 7a) is fixed to the split column (7) in a state where a part thereof is inserted into the split column (7), and the connecting shaft portion ( A structure in which 7a) is inserted from above into the upper divided strut (7).
前記筒状支柱(3)が載るベース板(2)と、前記筒状支柱(3)の上部を覆うカバー板(6)とを備え、前記ベース板(2)が前記筒状支柱(3)に嵌められる下軸部(2b)と、前記ベース板(2)を固定対象物に固定する下部固定具(2c)とを有し、前記カバー板(6)が前記筒状支柱(3)に嵌められる上軸部(6a)と前記カバー板(6)を固定対象物に固定する上部固定具(6d)とを有する請求項1に記載された構造体。   A base plate (2) on which the cylindrical column (3) is mounted and a cover plate (6) that covers an upper part of the cylindrical column (3), the base plate (2) being the cylindrical column (3). And a lower fixing part (2c) for fixing the base plate (2) to an object to be fixed, and the cover plate (6) is attached to the cylindrical column (3). The structure according to claim 1, comprising an upper shaft portion (6a) to be fitted and an upper fixture (6d) for fixing the cover plate (6) to an object to be fixed. 前記ベース板(2)が帯状に形成され、前記下軸部(2b)が前記ベース板(2)に対して、前記複数の筒状支柱(3)と同じ間隔に配置された請求項1または2に記載された構造体。   The said base board (2) is formed in strip | belt shape, The said lower shaft part (2b) is arrange | positioned with respect to the said base board (2) at the same space | interval as these several cylindrical support | pillars (3). 2. The structure described in 2. 前記カバー板(6)が帯状に形成され、前記上軸部(6a)が前記カバー板(6)に対して、前記複数の筒状支柱(3)と同じ間隔に配置された請求項1または2に記載された構造体。   The said cover board (6) is formed in strip | belt shape, The said upper axial part (6a) is arrange | positioned with respect to the said cover board (6) at the same space | interval as these several cylindrical support | pillars (3). 2. The structure described in 2.
JP2015216694A 2015-11-04 2015-11-04 Structure Pending JP2017089126A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102000400B1 (en) * 2018-08-07 2019-07-15 키움건설 주식회사 Direct vision type brick wall using and construction method thereof
KR102349414B1 (en) * 2021-06-29 2022-01-10 박락순 Spacer and brick wall
EP4155473A1 (en) * 2021-09-23 2023-03-29 Leviat GmbH Wall arrangement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102000400B1 (en) * 2018-08-07 2019-07-15 키움건설 주식회사 Direct vision type brick wall using and construction method thereof
KR102349414B1 (en) * 2021-06-29 2022-01-10 박락순 Spacer and brick wall
EP4155473A1 (en) * 2021-09-23 2023-03-29 Leviat GmbH Wall arrangement

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