JP6762749B2 - Building member support structure - Google Patents

Building member support structure Download PDF

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JP6762749B2
JP6762749B2 JP2016069903A JP2016069903A JP6762749B2 JP 6762749 B2 JP6762749 B2 JP 6762749B2 JP 2016069903 A JP2016069903 A JP 2016069903A JP 2016069903 A JP2016069903 A JP 2016069903A JP 6762749 B2 JP6762749 B2 JP 6762749B2
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support structure
building
solidifying material
anchor bolt
fixing
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JP2017179935A (en
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敏久 表
敏久 表
華佳 朱
華佳 朱
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Description

この発明は、建物の柱の柱脚部付近で部材を支持する部材支持構造に関する。 The present invention relates to a member support structure that supports a member in the vicinity of a column base of a pillar of a building.

特許文献１には、柱の隣接する二つの面と当接する柱当接面と、端面当接面と、表面当接面からなる四つの当接面が連続して階段状に有する治具を利用して柱にコーナー部材を取り付ける技術が開示されている。 Patent Document 1 provides a jig having four contact surfaces, which are a column contact surface that contacts two adjacent surfaces of a column, an end surface contact surface, and a surface contact surface, in a continuous stepwise manner. A technique for attaching a corner member to a pillar by using it is disclosed.

また、特許文献２には、パネルを支持する枠形状のパネル支持体が２つの分割体に分割されており、上記２つの分割体はアンカーボルトによって位置決めされるものであり、上記２つの分割体は柱脚部において組み立てられ、モルタルで埋設される構造が開示されている。 Further, in Patent Document 2, a frame-shaped panel support that supports the panel is divided into two divided bodies, and the two divided bodies are positioned by anchor bolts, and the two divided bodies are positioned. Discloses a structure that is assembled at the base of the column and buried in mortar.

特開２００６−３０７５２５号公報JP-A-2006-307525 特許第３５６３４９９号公報Japanese Patent No. 35633499

しかしながら、上記特許文献１に開示の技術では、上記治具がモルタル等で固定されるものではないので、上記治具を強固に設けることができない。また、特許文献２においては、上記パネル支持体が、アンカーボルトを基準に位置決めされるので、上記パネル支持体を正確に位置決めできない。また、上記パネル支持体は、それ自体でパネルの自重を受けるために高い剛性が必要となる。 However, in the technique disclosed in Patent Document 1, since the jig is not fixed by mortar or the like, the jig cannot be firmly provided. Further, in Patent Document 2, since the panel support is positioned with reference to the anchor bolt, the panel support cannot be accurately positioned. In addition, the panel support itself requires high rigidity in order to receive the weight of the panel itself.

この発明は、上記の事情に鑑み、柱の柱脚部が存在する箇所において、当該柱脚部を障害とせずに、部材を固定する部材固定具を、柱を基準に正確に位置決めしつつ強固に設けることができる建物の部材支持構造を提供することを課題とする。 In view of the above circumstances, the present invention makes it possible to firmly position a member fixture for fixing a member in a place where a column base portion of a column exists without causing the column base portion to be an obstacle while accurately positioning the member fixture with reference to the column. An object of the present invention is to provide a member support structure for a building that can be provided in the building.

この発明の建物の部材支持構造は、上記の課題を解決するために、角形柱脚部を有し、この角形柱脚部が基礎に設けられたアンカーボルトによって固定された柱と、上記角形柱脚部の周囲部に増し打ちされて時間経過で固化する増し打ち経時固化材と、上記角形柱脚部の隣り合う２面に当接する位置決め部を有し、上記増し打ち経時固化材により固定されるとともに部材を固定する部材固定具と、を備えることを特徴とする。 In order to solve the above problems, the member support structure of the building of the present invention has a square column base, and the column fixed by anchor bolts provided on the foundation and the square column. It has a aging solidifying material that is reinforced around the legs and solidifies over time, and a positioning portion that abuts on two adjacent surfaces of the square column base, and is fixed by the aging solidifying material. It is characterized by including a member fixing tool for fixing the member.

上記の構成であれば、上記部材固定具は、上記位置決め部によって上記角形柱脚部を基準に正確に位置決めされ、また、上記増し打ち経時固化材によって強固に固定される。そして、上記部材を上記のように正確且つ強固に設けられた上記部材固定具によって正確且つ強固に固定できることになる。 With the above configuration, the member fixture is accurately positioned with reference to the square column base portion by the positioning portion, and is firmly fixed by the aging solidifying material. Then, the member can be fixed accurately and firmly by the member fixing tool provided accurately and firmly as described above.

上記部材は、上記増し打ち経時固化材の上面に置かれてもよい。これによれば、例えば、上記部材が重量のある外壁パネルを支持する部材となる場合でも、当該部材は上記増し打ち経時固化材の上面に置かれるので、上記部材固定具自体に上記外壁パネルの重量が直接加かからないようにできる。 The member may be placed on the upper surface of the aging solidifying material. According to this, for example, even when the member is a member that supports a heavy outer wall panel, the member is placed on the upper surface of the aging solidifying material, so that the member fixing tool itself can be attached to the outer wall panel. It is possible to prevent the weight from being applied directly.

上記部材固定具は、上記アンカーボルトに係合される係合部を有していてもよい。これによれば、上記部材固定具が上記アンカーボルトに係合されることで、上記増し打ち経時固化材の打設で上記部材固定具の位置がずれるのを防止できる。 The member fixture may have an engaging portion that is engaged with the anchor bolt. According to this, by engaging the member fixing tool with the anchor bolt, it is possible to prevent the position of the member fixing tool from being displaced due to the placement of the solidifying material over time.

上記部材固定具は、水平配置される板部材と、この板部材に鉛直方向に設けられて上記増し打ち経時固化材の上面から上端が突出する部材固定用アンカーボルトとを備えていてもよい。これによれば、上記部材固定用アンカーボルトによって上記部材を固定する構造が得られる。 The member fixing tool may include a plate member that is horizontally arranged and an anchor bolt for fixing a member that is provided on the plate member in the vertical direction and whose upper end projects from the upper surface of the aging solidifying material. According to this, a structure for fixing the member by the anchor bolt for fixing the member can be obtained.

上記板部材には上記部材固定用アンカーボルトを挿通できる挿通孔が形成されていてもよい。これによれば、例えば、現場において、上記部材固定用アンカーボルトを上記挿通孔に挿通し、当該部材固定用アンカーボルトと上記板部材との位置調整等を行うことができる。 The plate member may be formed with an insertion hole through which the anchor bolt for fixing the member can be inserted. According to this, for example, at the site, the member fixing anchor bolt can be inserted into the insertion hole to adjust the position of the member fixing anchor bolt and the plate member.

上記板部材には上記挿通孔が複数形成されており、建物の異なる箇所での上記部材固定用アンカーボルトの配置に対して上記板部材が共通して使用できるようにしてもよい。これによれば、部品の共通化によるコスト低減を図ることができる。 A plurality of the insertion holes are formed in the plate member, and the plate member may be commonly used for the arrangement of the member fixing anchor bolts at different locations in the building. According to this, it is possible to reduce the cost by standardizing the parts.

上記板部材が上下に間隔をあけて２枚以上設けられていてもよい。これによれば、上記部材固定具を上記増し打ち経時固化材によってより強固に固定できる。 Two or more of the plate members may be provided at intervals above and below. According to this, the member fixing tool can be more firmly fixed by the aging solidifying material.

上記板部材には貫通孔が形成されていてもよい。これによれば、上記板部材の下面側に上記増し打ち経時固化材の空洞部ができるのを低減することができる。また、上記増し打ち経時固化材の充填を上記貫通孔から行うといったことも可能になる。 A through hole may be formed in the plate member. According to this, it is possible to reduce the formation of the hollow portion of the solidifying material over time on the lower surface side of the plate member. Further, it is also possible to fill the solidifying material with time for additional striking from the through hole.

本発明であれば、柱の柱脚部が存在する箇所において、当該柱脚部を障害とせずに、部材を固定する部材固定具を、柱を基準に正確に位置決めしつつ強固に設けることができ、上記部材を、上記のように正確且つ強固に設けられた上記部材固定具によって正確且つ強固に固定できるという効果を奏する。 According to the present invention, at a place where a column base portion of a column exists, a member fixing tool for fixing the member can be firmly provided while accurately positioning with respect to the column without disturbing the column base portion. It is possible to achieve the effect that the member can be accurately and firmly fixed by the member fixing tool provided accurately and firmly as described above.

同図（Ａ）は本発明の実施形態に係る建物の部材支持構造を平面視により示した概略説明図であり、同図（Ｂ）は同構造を側面視により示した概略説明図である。FIG. (A) is a schematic explanatory view showing a member support structure of a building according to an embodiment of the present invention in a plan view, and FIG. (B) is a schematic explanatory view showing the structure in a side view. 本発明の実施形態に係る建物の部材支持構造を斜視により示した概略説明図である。It is schematic explanatory drawing which showed the member support structure of the building which concerns on embodiment of this invention by the perspective. 同図（Ａ）は本発明の実施形態に係る建物の出隅部における部材支持構造を平面視により示した概略説明図であり、同図（Ｂ）は同構造を側面視により示した概略説明図である。FIG. 3A is a schematic explanatory view showing a member support structure at a protruding corner of a building according to an embodiment of the present invention in a plan view, and FIG. 3B is a schematic explanatory view showing the structure in a side view. It is a figure. 同図（Ａ）は図３に示した部材支持構造で用いられている壁パネル固定具を示した平面図であり、同図（Ｂ）は上記壁パネル固定具を示した側面図である。FIG. 3A is a plan view showing the wall panel fixture used in the member support structure shown in FIG. 3, and FIG. 3B is a side view showing the wall panel fixture. 本発明の実施形態に係る建物の入隅部における部材支持構造を平面視により示した概略説明図である。It is schematic explanatory drawing which showed the member support structure in the entrance corner part of the building which concerns on embodiment of this invention in plan view.

以下、この発明の実施の形態を添付図面に基づいて説明する。
図１（Ａ）、図１（Ｂ）および図２に示すように、この実施形態にかかる建物の部材支持構造１は、基礎２に設けられた柱固定用のアンカーボルト２１と、この柱固定用のアンカーボルト２１によって基礎２に固定される角柱３と、この角柱３の脚部の周囲部を埋める増し打ち経時固化材４と、上記増し打ち経時固化材４に埋設される部材固定具５とを備える。 Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
As shown in FIGS. 1A, 1B and 2, the building member support structure 1 according to this embodiment includes an anchor bolt 21 for fixing a pillar provided on the foundation 2 and the pillar fixing. A prism 3 fixed to the foundation 2 by anchor bolts 21 for use, a aging solidifying material 4 that fills the periphery of the legs of the prism 3, and a member fixture 5 that is embedded in the aging solidifying material 4. And.

上記柱固定用のアンカーボルト２１が設けられている箇所は、他の箇所よりも落ち込んで形成されている。例えば、上記他の箇所におけるグランドレベルからの高さが４００ｍｍ程度であれば、上記の落ち込んだ箇所の高さは、例えば、２５０ｍｍ或いは５０ｍｍ等とされる。落ち込みの深さが深ければ、上記増し打ち経時固化材４の打ち込み厚さが厚くされ、この増し打ち経時固化材４の上面と上記他の箇所の上面とが水平に略面一にされる。上記増し打ち経時固化材４は時間経過で固化するものであり、例えば、モルタル等からなる。 The portion where the anchor bolt 21 for fixing the pillar is provided is formed to be depressed more than the other portion. For example, if the height from the ground level at the other portion is about 400 mm, the height of the depressed portion is, for example, 250 mm or 50 mm. If the depth of the depression is deep, the driving thickness of the aging solidifying material 4 is increased, and the upper surface of the aging solidifying material 4 and the upper surface of the other portion are horizontally flush with each other. The aging solidifying material 4 is solidified over time, and is made of, for example, mortar or the like.

上記角柱３における角形柱脚部３１のベース部３１ａは、当該角柱３の本体部の四角形断面よりも大きな四角形を有しており、このベース部３１ａの各角部近傍に形成された挿通孔に、上記アンカーボルト２１の上端部が挿通されており、この上端部に取り付けられたナット３２の締め付けによって、上記角柱３が上記基礎２に固定されている。 The base portion 31a of the prismatic base portion 31 in the prism 3 has a quadrangle larger than the quadrangular cross section of the main body portion of the prism 3, and is formed in the insertion holes in the vicinity of each corner portion of the base portion 31a. The upper end portion of the anchor bolt 21 is inserted, and the prism 3 is fixed to the foundation 2 by tightening the nut 32 attached to the upper end portion.

上記部材固定具５は、水平配置される板部材５１と、この板部材５１に鉛直方向に設けられて上記増し打ち経時固化材４の上面から上端が突出する部材固定用アンカーボルト５２とを備えている。また、上記板部材５１には、直角に切り欠かれた位置決め部５１ａおよび上記アンカーボルト２１の上端部が挿通される挿通孔（係合部）５１ｂが形成されている。 The member fixing tool 5 includes a plate member 51 that is horizontally arranged, and an anchor bolt 52 for fixing a member that is provided on the plate member 51 in the vertical direction and whose upper end projects from the upper surface of the aging solidifying material 4. ing. Further, the plate member 51 is formed with a positioning portion 51a cut out at a right angle and an insertion hole (engagement portion) 51b through which the upper end portion of the anchor bolt 21 is inserted.

上記直角に切り欠かれた位置決め部５１ａを上記角形柱脚部３１の隣り合う２面に当接させることで、上記角柱３の位置を基準に上記板部材５１を位置決めすることができる。また、このように位置決めされた状態で、上記挿通孔５１ｂ内に上記アンカーボルト２１の上端部を位置させることができる。上記挿通孔５１ｂの直径は、上記アンカーボルト２１の直径よりも大きくされた遊嵌穴となっている。また、上記挿通孔５１ｂを通った上記アンカーボルト２１の上端部には、ナット５３が螺合され、このナット５３の締め付けによって、上記部材固定具５が上記アンカーボルト２１に固定される。 By bringing the positioning portion 51a cut out at a right angle into contact with two adjacent surfaces of the prism base portion 31, the plate member 51 can be positioned with reference to the position of the prism 3. Further, in the state of being positioned in this way, the upper end portion of the anchor bolt 21 can be positioned in the insertion hole 51b. The diameter of the insertion hole 51b is a free fitting hole larger than the diameter of the anchor bolt 21. A nut 53 is screwed into the upper end of the anchor bolt 21 that has passed through the insertion hole 51b, and the member fixing tool 5 is fixed to the anchor bolt 21 by tightening the nut 53.

上記板部材５１には、上記部材固定用アンカーボルト５２が挿通される挿通孔５１ｃが、上記挿通孔５１ｂの周囲となる位置に４箇所、それらを結ぶと四角形をなすような配置で形成されている。また、これら４箇所の挿通孔５１ｃにおける２箇所同士は、上記角柱３の対角線（上記挿通孔５１ｂの中心を通る）について線対称に位置するようになっている。上記のように、上記板部材５１が位置決めされると、上記挿通孔５１ｃの位置が決まり、上記部材固定用アンカーボルト５２の位置が決まることになる。 The plate member 51 is formed with four insertion holes 51c through which the member fixing anchor bolts 52 are inserted at positions around the insertion holes 51b, and are arranged so as to form a quadrangle when connected. There is. Further, the two locations in these four insertion holes 51c are positioned line-symmetrically with respect to the diagonal line of the prism 3 (passing through the center of the insertion hole 51b). When the plate member 51 is positioned as described above, the position of the insertion hole 51c is determined, and the position of the member fixing anchor bolt 52 is determined.

上記部材固定用アンカーボルト５２は上記挿通孔５１ｃの４箇所全てに設けられるものではなく、例えば２箇所に設けられる。また、上記部材固定用アンカーボルト５２には上記板部材５１の下側に位置する支持ナット５４が螺合されており、この支持ナット５４によって上記板部材５１が支持される。なお、上記板部材５１の上側に図示しないナットを螺合させ、上下２個のナットで上記板部材５１を挟んで固定するようにしてもよい。また、上記角形柱脚部３１のベース部３１ａ上に配置される部材固定用アンカーボルト５２は、上記の落ち込んだ箇所の底面上に配置される部材固定用アンカーボルト５２よりも短くされており、これら部材固定用アンカーボルト５２の上端位置が略同じ高さになっている。 The member fixing anchor bolts 52 are not provided at all four locations of the insertion holes 51c, but are provided at, for example, two locations. Further, a support nut 54 located below the plate member 51 is screwed into the member fixing anchor bolt 52, and the plate member 51 is supported by the support nut 54. A nut (not shown) may be screwed onto the upper side of the plate member 51, and the plate member 51 may be sandwiched and fixed by two upper and lower nuts. Further, the member fixing anchor bolt 52 arranged on the base portion 31a of the square column base portion 31 is shorter than the member fixing anchor bolt 52 arranged on the bottom surface of the depressed portion. The upper end positions of these member fixing anchor bolts 52 are substantially the same height.

また、上記板部材５１には、貫通孔５１ｄが上記挿通孔５１ｂの近傍の周囲位置に例えば４箇所形成されている。上記貫通孔５１ｄの形成数は４個に限定されるものではない。 Further, in the plate member 51, for example, four through holes 51d are formed at peripheral positions in the vicinity of the insertion holes 51b. The number of through holes 51d formed is not limited to four.

また、建物の出隅箇所における部材支持構造１は、図３（Ａ）および図３（Ｂ）に示すような構造となり、上記部材固定具５は、上記ベース部３１ａの出隅の角側に配置される。そして、上記増し打ち経時固化材４の上面上に、部材として壁パネル固定具６が置かれており、この壁パネル固定具６は、上記部材固定具５の部材固定用アンカーボルト５２にナット締結によって固定される。そして、この壁パネル固定具６に、外壁パネル７１およびコーナーパネル７２が、ボルト・ナット等により固定される。 Further, the member support structure 1 at the protruding corner of the building has a structure as shown in FIGS. 3 (A) and 3 (B), and the member fixing tool 5 is located on the corner side of the protruding corner of the base portion 31a. Be placed. Then, a wall panel fixture 6 is placed as a member on the upper surface of the aging solidifying material 4, and the wall panel fixture 6 is nut-fastened to the member fixing anchor bolt 52 of the member fixture 5. Fixed by. Then, the outer wall panel 71 and the corner panel 72 are fixed to the wall panel fixture 6 with bolts, nuts, and the like.

上記壁パネル固定具６は、図４（Ａ）および図４（Ｂ）に示すように、略Ｌ字状のベース板６１と、このベース板６１の外角側に溶接等により固定された横断面略Ｌ字状の立ち上げ部６２と、上記ベース板６１および上記立ち上げ部６２に溶接等により固定された補強部６３とから成る。上記ベース板６１の各端部には、上記部材固定用アンカーボルト５２の上端部が挿通される挿通孔６１ａが形成されている。また、上記立ち上げ部６２には、外壁パネル７１をボルト・ナット等で留め付けるための係合部６２ａが形成されている。上記壁パネル固定具６が上記部材固定用アンカーボルト５２に固定されることで、上記外壁パネル７１およびコーナーパネル７２が規定位置に固定されることになる。 As shown in FIGS. 4A and 4B, the wall panel fixture 6 has a substantially L-shaped base plate 61 and a cross section fixed to the outer corner side of the base plate 61 by welding or the like. It is composed of a substantially L-shaped rising portion 62, and a reinforcing portion 63 fixed to the base plate 61 and the rising portion 62 by welding or the like. An insertion hole 61a through which the upper end of the member fixing anchor bolt 52 is inserted is formed at each end of the base plate 61. Further, the rising portion 62 is formed with an engaging portion 62a for fastening the outer wall panel 71 with bolts, nuts, or the like. By fixing the wall panel fixture 6 to the member fixing anchor bolt 52, the outer wall panel 71 and the corner panel 72 are fixed at the specified positions.

図５は、建物の入隅箇所における部材支持構造１を示している。この入隅箇所に設けられる部材固定具５は、例えば、上記出隅箇所に設けられた部材固定具５と同じものであり、上記部材固定用アンカーボルト５２の取り付け箇所が異なるだけである。また、この入隅箇所に設けられる壁パネル固定具６Ａは、略Ｍ字状のベース板６１と、このベース板６１に溶接等により固定された横断面略Ｍ字状の立ち上げ部６２ととから成る。上記ベース板６１の各端には、上記部材固定用アンカーボルト５２の上端部が挿通される挿通孔６１ａが形成されている。上記壁パネル固定具６Ａが上記部材固定用アンカーボルト５２に固定されることで、建物の入隅箇所においても、外壁パネル７１を規定位置に正確に固定していくことができる。 FIG. 5 shows a member support structure 1 at an inside corner of a building. The member fixing tool 5 provided at the inside corner is the same as the member fixing tool 5 provided at the outside corner, and the only difference is that the member fixing anchor bolt 52 is attached. Further, the wall panel fixture 6A provided at the inside corner includes a substantially M-shaped base plate 61 and a rising portion 62 having a substantially M-shaped cross section fixed to the base plate 61 by welding or the like. Consists of. Insertion holes 61a through which the upper ends of the member fixing anchor bolts 52 are inserted are formed at each end of the base plate 61. By fixing the wall panel fixture 6A to the member fixing anchor bolt 52, the outer wall panel 71 can be accurately fixed at a predetermined position even at the inside corner of the building.

上記の構成であれば、上記部材固定具５は、上記位置決め部５１ａによって上記角形柱脚部３１を基準に位置決めされ、また、上記増し打ち経時固化材４によって強固に固定される。そして、上記増し打ち経時固化材４の上面上に置かれる上記壁パネル固定具６、６Ａ（部材）を、上記のように正確且つ強固に設けられた上記部材固定具５によって正確且つ強固に固定できるようになる。 With the above configuration, the member fixing tool 5 is positioned with reference to the square column base portion 31 by the positioning portion 51a, and is firmly fixed by the additional striking time-curing material 4. Then, the wall panel fixtures 6 and 6A (members) placed on the upper surface of the aging solidifying material 4 are accurately and firmly fixed by the member fixtures 5 provided accurately and firmly as described above. become able to.

また、上記壁パネル固定具６で重量のある上記外壁パネル７１等を支持する場合でも、当該壁パネル固定具６は上記増し打ち経時固化材４の上面に置かれるので、上記部材固定具５自体に上記外壁パネル７１等の重量が直接加わることもない。 Further, even when the wall panel fixture 6 supports the heavy outer wall panel 71 or the like, the wall panel fixture 6 is placed on the upper surface of the aging solidifying material 4, so that the member fixture 5 itself. The weight of the outer wall panel 71 or the like is not directly added to the weight.

上記部材固定具５が上記アンカーボルト２１に係合される係合部（挿通孔５１ｂ）を有していると、上記増し打ち経時固化材４の打設によって上記部材固定具５の位置がずれるのを防止できる。 When the member fixing tool 5 has an engaging portion (insertion hole 51b) that is engaged with the anchor bolt 21, the position of the member fixing tool 5 shifts due to the placement of the solidifying material 4 over time. Can be prevented.

上記部材固定具５が、上記板部材５１および上記部材固定用アンカーボルト５２を備えると、この部材固定用アンカーボルト５２によって上記壁パネル固定具６、６Ａが固定される構造が得られる。 When the member fixing tool 5 includes the plate member 51 and the member fixing anchor bolt 52, a structure is obtained in which the wall panel fixing tools 6 and 6A are fixed by the member fixing anchor bolt 52.

上記板部材５１に上記部材固定用アンカーボルト５２を挿通できる挿通孔５１ｃが形成されていると、例えば、現場において、上記部材固定用アンカーボルト５２を上記挿通孔５１ｃに挿通し、当該部材固定用アンカーボルト５２と上記板部材５１との位置調整等を行うことができる。 When an insertion hole 51c through which the member fixing anchor bolt 52 can be inserted is formed in the plate member 51, for example, at the site, the member fixing anchor bolt 52 is inserted into the insertion hole 51c to fix the member. The position of the anchor bolt 52 and the plate member 51 can be adjusted.

上記板部材５１に上記挿通孔５１ｃが複数形成されており、建物の異なる箇所での上記部材固定用アンカーボルト５２の配置に対して上記板部材５１が共通して使用できる構造であると、部品の共通化によるコスト低減を図ることができる。 If a plurality of the insertion holes 51c are formed in the plate member 51 and the plate member 51 can be commonly used with respect to the arrangement of the member fixing anchor bolts 52 at different locations in the building, the component It is possible to reduce costs by standardizing the above.

また、上記板部材５１に、貫通孔５１ｄが形成されていると、上記増し打ち経時固化材４の充填において、上記板部材５１の下面側に上記増し打ち経時固化材４の空洞部ができるのを低減することができる。また、上記増し打ち経時固化材４の充填を上記貫通孔５１ｄから行うといったことも可能になる。 Further, when the through hole 51d is formed in the plate member 51, in the filling of the additional striking time-curing material 4, a cavity portion of the additional striking time-curing material 4 is formed on the lower surface side of the plate member 51. Can be reduced. Further, it is also possible to fill the solidifying material 4 over time with the additional striking through the through hole 51d.

上記の実施形態では、１枚の板部材５１を用いたが、同一形状または異なる形状の２枚以上の板部材５１が上下に間隔をあけて設けられてもよい。これによれば、上記部材固定具５をより強固に上記増し打ち経時固化材４に固定できる。このような２枚以上の板部材５１を用いる構造は、上記増し打ち経時固化材４が充填される上記の落ち込んだ箇所の落ち込みの深さが深く、上記増し打ち経時固化材４の打ち込み厚さを厚くする場合に好適である。 In the above embodiment, one plate member 51 is used, but two or more plate members 51 having the same shape or different shapes may be provided vertically at intervals. According to this, the member fixing tool 5 can be more firmly fixed to the aging solidifying material 4. In such a structure using two or more plate members 51, the depth of depression of the depressed portion filled with the additional punching aged solidifying material 4 is deep, and the driving thickness of the additional driving solidifying material 4 is deep. It is suitable for thickening.

なお、上記部材固定具５として、上記板部材５１および上記部材固定用アンカーボルト５２を備える構成を例示したが、これに限定されるものではなく、例えば、上記板部材５１に代えてブロック体を用い、例えば、このブロック体に上記部材固定用アンカーボルト５２を挿通し固定する構造とし、また、上記ブロック体の上面を上記増し打ち経時固化材４から露呈させ、このブロック体の上面で部材（壁パネル固定具等）を支持するようにしてもよい。 As the member fixing tool 5, a configuration including the plate member 51 and the member fixing anchor bolt 52 has been exemplified, but the present invention is not limited to this, and for example, a block body is used instead of the plate member 51. For example, the structure is such that the anchor bolt 52 for fixing the member is inserted and fixed to the block body, and the upper surface of the block body is exposed from the solidifying material 4 over time, and the member (the upper surface of the block body is exposed. Wall panel fixtures, etc.) may be supported.

以上、図面を参照してこの発明の実施形態を説明したが、この発明は、図示した実施形態のものに限定されない。図示した実施形態に対して、この発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。 Although the embodiments of the present invention have been described above with reference to the drawings, the present invention is not limited to those of the illustrated embodiments. It is possible to make various modifications and modifications to the illustrated embodiment within the same range as the present invention or within the same range.

１ ：部材支持構造
２ ：基礎
３ ：角柱
４ ：打ち経時固化材
５ ：部材固定具
６ ：壁パネル固定具（部材）
６Ａ ：壁パネル固定具（部材）
２１ ：アンカーボルト
３１ ：角形柱脚部
３１ａ ：ベース部
５１ ：板部材
５１ａ ：位置決め部
５１ｂ ：挿通孔
５１ｃ ：挿通孔
５１ｄ ：空気抜き孔
５２ ：部材固定用アンカーボルト
７１ ：外壁パネル
７２ ：コーナーパネル 1: Member support structure 2: Foundation 3: Square pillar 4: Solidifying material over time 5: Member fixture 6: Wall panel fixture (member)
6A: Wall panel fixture (member)
21: Anchor bolt 31: Square column base 31a: Base 51: Plate member 51a: Positioning 51b: Insertion hole 51c: Insertion hole 51d: Air vent hole 52: Member fixing anchor bolt 71: Outer wall panel 72: Corner panel

Claims (8)

建物の壁パネルを固定する部材を支持する建物の部材支持構造であって、
角形柱脚部を有し、この角形柱脚部が基礎に設けられたアンカーボルトによって固定された柱と、
時間経過で固化する性質を有する固化材であって上記角形柱脚部の周囲部に増し打ちされて固化した増し打ち経時固化材と、
上記角形柱脚部の隣り合う２面に当接する位置決め部を有し、上記増し打ち経時固化材により固定されるとともに上記部材を固定する部材固定具と、を備えることを特徴とする建物の部材支持構造。 It is a member support structure of a building that supports a member that fixes a wall panel of a building.
A column that has a square column base, and this square column base is fixed by anchor bolts provided on the foundation,
And increased beating time solidifying material a solidifying material having the property of solidified over time was solidified by being out increasing the perimeter of the square column base,
A member of a building, which has a positioning portion that abuts on two adjacent surfaces of the square column base portion, and is provided with a member fixing tool that is fixed by the additional striking aged solidifying material and fixes the member. Support structure. 請求項１に記載の建物の部材支持構造において、上記部材は、上記増し打ち経時固化材の上面に置かれることを特徴とする建物の部材支持構造。 The member support structure for a building according to claim 1, wherein the member is placed on the upper surface of the solidifying material over time. 請求項１または請求項２に記載の建物の部材支持構造において、上記部材固定具は、上記アンカーボルトに係合される係合部を有することを特徴とする建物の部材支持構造。 The member support structure for a building according to claim 1 or 2, wherein the member fixture has an engaging portion that is engaged with the anchor bolt. 請求項１〜請求項３のいずれか１項に記載の建物の部材支持構造において、上記部材固定具は、水平配置される板部材と、この板部材に鉛直方向に設けられて上記増し打ち経時固化材の上面から上端が突出する部材固定用アンカーボルトとを備えていることを特徴とする建物の部材支持構造。 In the member support structure of the building according to any one of claims 1 to 3, the member fixtures are provided with a plate member horizontally arranged and the plate member provided in the vertical direction to perform the additional striking time. A member support structure for a building, which comprises an anchor bolt for fixing a member whose upper end protrudes from the upper surface of the solidifying material. 請求項４に記載の建物の部材支持構造において、上記板部材には上記部材固定用アンカーボルトを挿通できる挿通孔が形成されていることを特徴とする建物の部材支持構造。 The member support structure for a building according to claim 4, wherein the plate member is formed with an insertion hole through which an anchor bolt for fixing the member can be inserted. 請求項５に記載の建物の部材支持構造において、上記板部材には上記挿通孔が複数形成されており、建物の異なる箇所での上記部材固定用アンカーボルトの配置に対して上記板部材が共通して使用できることを特徴とする建物の部材支持構造。 In the member support structure of the building according to claim 5, a plurality of the insertion holes are formed in the plate member, and the plate member is common to the arrangement of the member fixing anchor bolts at different locations in the building. A member support structure for a building, which is characterized by being able to be used as a bolt. 請求項４〜請求項６のいずれか１項に記載の建物の部材支持構造において、上記板部材が上下に間隔をあけて２枚以上設けられることを特徴とする建物の部材支持構造。 The member support structure for a building according to any one of claims 4 to 6, wherein two or more of the plate members are provided at intervals above and below. 請求項４〜請求項７のいずれか１項に記載の建物の部材支持構造において、上記板部材には貫通孔が形成されていることを特徴とする建物の部材支持構造。 The member support structure of a building according to any one of claims 4 to 7, wherein a through hole is formed in the plate member.
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