JPH0633043Y2 - Support structure for pillar - Google Patents
Support structure for pillarInfo
- Publication number
- JPH0633043Y2 JPH0633043Y2 JP6297089U JP6297089U JPH0633043Y2 JP H0633043 Y2 JPH0633043 Y2 JP H0633043Y2 JP 6297089 U JP6297089 U JP 6297089U JP 6297089 U JP6297089 U JP 6297089U JP H0633043 Y2 JPH0633043 Y2 JP H0633043Y2
- Authority
- JP
- Japan
- Prior art keywords
- pillar
- support
- cylindrical body
- hole
- foundation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
(産業上の利用分野) この考案は、例えば、カーポート、屋根付き門あるいは
柱立て式バルコニー等の各種構築物において、基礎に埋
設される支柱の下端を支持するために用いる支柱の支持
構造に関する。 (従来の技術) 一般に、上記したような各種構築物は、第4図に示すよ
うに、地上等の基礎Bに一対の支柱P,Pを立設すると
共に、両支柱P,Pの上端間に桁Gを架設した構造を有
し、前記支柱P,Pによって屋根体やバルコニー本体な
どを支えている。前記支柱P,Pおよび桁Gを組立てる
にあたっては、基礎Bにおける支柱立設位置に、支柱P
の断面積よりも充分に大きい開口面積の基礎穴Hを形成
し、前記基礎穴Hに支柱Pの下端を落し込むと共に、前
記支柱Pを自立状態に仮支持する。こののち、桁Gの連
結とともに前記支柱Pの位置を適宜調整し、前記基礎穴
HにコンクリートCを注入して前記支柱Pを固定する。 従来において、前記支柱Pを自立状態に仮支持する構造
としては、木材等による複数の突支棒で前記支柱Pを支
持していた。 (考案が解決しようとする課題) ところが、上記したような突支棒を用いた従来の支柱の
支持構造にあっては、突支棒の取付けおよび位置調整の
作業にたいへん手間がかかると共に、位置の微調整が困
難であり、さらに、大きく張出した突支棒が他の作業の
障害になるので、これらの不具合を解決することが課題
になっていた。 (考案の目的) この考案は、上記したような従来の課題に着目して成さ
れたもので、作業の障害となる突支棒の使用を廃止する
と共に、仮支持した支柱の微調整を含む位置調整を容易
に行うことができる支柱の支持構造を提供することを目
的としている。(Field of industrial application) The present invention relates to a support structure for a pillar used for supporting a lower end of a pillar embedded in a foundation in various structures such as a carport, a gate with a roof, or a column-standing balcony. (Prior Art) Generally, in various structures as described above, as shown in FIG. 4, a pair of columns P and P are erected on a foundation B such as the ground, and between the upper ends of both columns P and P. It has a structure in which a girder G is installed, and supports the roof body, the balcony body, and the like by the columns P and P. When assembling the pillars P, P and the girder G, the pillar P is placed at the pillar standing position on the foundation B.
A base hole H having an opening area sufficiently larger than the cross-sectional area is formed, the lower end of the pillar P is dropped into the base hole H, and the pillar P is temporarily supported in an independent state. After that, the positions of the columns P are appropriately adjusted together with the connection of the girders G, and concrete C is poured into the foundation hole H to fix the columns P. Conventionally, as a structure for temporarily supporting the pillar P in a self-supporting state, the pillar P is supported by a plurality of projecting support rods made of wood or the like. (Problems to be solved by the invention) However, in the conventional support structure for a strut using the above-mentioned protruding bar, it takes a lot of time and labor to mount and adjust the position of the supporting bar. Since it is difficult to finely adjust the above, and the projecting support rod that is greatly overhanged interferes with other work, it has been an issue to solve these problems. (Purpose of the Invention) The present invention has been made in view of the above-mentioned conventional problems, and eliminates the use of the projecting support bar which hinders the work, and includes the fine adjustment of the temporarily supported columns. It is an object of the present invention to provide a support structure for a column whose position can be easily adjusted.
(課題を解決するための手段) この考案による支柱の支持構造は、基礎に埋設される支
柱の下端を支持する構造であって、基礎に立設した筒体
に支柱の下端を挿入すると共に、前記筒体に外側から水
平方向に螺入貫通させた複数の調整用ボルトを支柱側面
に圧接状態にして前記支柱を支持して成る構成をもっ
て、従来の課題を解決するための手段としている。 (考案の作用) この考案による支柱の支持構造は、筒体に外側から水平
方向に螺入貫通させた複数の調整用ボルトにより、前記
筒体に挿入した支柱の下端を挟み付ける状態にして前記
支柱を支持し、調整しようとする方向の前後側に該当す
る調整用ボルトの螺入量を反比例的に変化させることに
より、前記支柱の位置を調整し得る。 (実施例) 以下、この考案の一実施例を第1図〜第3図に基づいて
説明する。 すなわち、支柱Pを支持するにあたっては、基礎(第2
図に示す)Bに形成した基礎穴Hの底部中央に筒体1を
設ける。 この実施例における筒体1は、L形に折曲されたプレー
ト2を二個組合わせることにより四角柱状を成してい
る。両プレート2,2は同一部品である。前記プレート
2は、両片2a,2bを立てた状態において、一方の片
2aの側端にフランジ2cが形成してあり、両片2a,
2bの上端寄りに、ボルト通し孔2dおよび円形の開口
部2eが各々上下に形成してあると共に、両片2a,2
bの下端寄り両側に、アンカー通し孔2fが各々形成し
てある。このとき、両片2a,2bにおいて、ボルト通
し孔2dの高さは同一であるが、開口部2eおよびアン
カー通し孔2fの高さには、前記アンカー通し孔2fの
直径に相当する寸法差が設けてある。また、各ボルト通
し孔2dの筒体内側部分には、ナット3が同軸状態で固
着してある。 上記の両プレート2,2は、フランジ2cと相手側プレ
ートの他片2bとの当接部分を複数のねじ8により結合
して筒体1を構成し、向かい合った片同士において、ボ
ルト通し孔2d、開口部2eおよびアンカー通し孔2f
がそれぞれ相対向している。 この実施例における支柱Pは、断面矩形の本体部4の下
端内部に、同じく断面矩形の補強材5を嵌合固定して成
るものである。前記補強材5は、本体部4から突出した
部分に、対向する面同士の間で連通する上部通し孔5
a、および下部通し孔5bが各々二個ずつ形成してあ
る。このとき、一方の対向面に設けた通し孔5a,5b
と、他方の対向面に設けた通し孔5a,5bとは、先述
したアンカー通し孔2fと同様の高低差が設けてある。
また、下側通し孔5bは、前記開口部2eに対応する高
さ位置に設けてある。 そして、支柱Pを支持するにあたっては、まず、筒体1
の各アンカー通し孔2fに例えば異形棒鋼等のアンカー
6を通し、4本のアンカー6が井桁を組んで筒体1を貫
通する状態にし、前記筒体1を基礎穴Hの底部中央に位
置決めするのに続いて、開口部2eよりもやや下側の高
さまで筒体1の外側にコンクリートCを注入する。ま
た、各ボルト通し孔2dには、ナット3に螺合する調整
用ボルト7を設ける。 このとき、筒体1には、水平方向に90度間隔で外側か
ら4本の調整用ボルト7を螺入貫通させた状態となる。 次に、前記コンクリートCが硬化したら、筒体1の中央
に支柱Pの下端を挿入すると共に、各調整用ボルト7を
締込んでその先端を支柱側面(補強材5)に圧接状態に
し、さらに、各開口部2eおよび下側通し孔5bにアン
カー6を通し、2本のアンカー6が交差して筒体1およ
び支柱Pを貫通する状態にする。これにより、支柱P
は、各調整用ボルト7で四方から挟み付けられた状態と
なり、自立して仮支持される。したがって、他の作業の
障害となる突支棒などを用いる必要は全く無い。 そして、支柱Pの上端に桁(第4図参照)等を連結する
のに伴って、この支柱Pの位置調整を行う場合には、調
整方向となる調整用ボルト7を緩めると共に、その反対
側の調整用ボルト7を締付ける。つまり、調整方向の前
後に該当する調整用ボルト7の螺入量を反比例的に変化
させれば良いので、操作が簡単であるとともに微調整を
することも容易であり、しかも他の調整用ボルト7やア
ンカー6により充分に支えられているので、支柱Pが倒
れるような心配も全く無い。 上記の位置調整後には、二つの上側通し孔5aにアンカ
ー6をそれぞれ通し、基礎穴Hの残る空間および筒体1
の内側にコンクリートCを注入することにより、筒体1
および支柱本体部4の下端を埋込んだ状態(第3図の状
態)にして支柱Pを完全に固定する。 なお、この考案による支柱の支持構造では、筒体や支柱
の構成が上記実施例に限定されることは無く、とくに筒
体は一体成形品であっても良く、このほか、支柱の断面
形状等に応じて、筒体を断面円形や多角形としたり、調
整用ボルトの数を変更したりすることができる。(Means for Solving the Problem) A support structure for a pillar according to the present invention is a structure for supporting a lower end of a pillar embedded in a foundation, and while inserting the lower end of the pillar into a cylindrical body erected on the foundation, A means for solving the conventional problem has a configuration in which a plurality of adjusting bolts, which are threadedly penetrated through the cylindrical body from the outside in the horizontal direction, are supported in a state of being pressed against the side surface of the supporting column to support the supporting column. (Advantageous Effects of Invention) The support structure for a support according to the present invention is such that the lower end of the support inserted into the tubular body is clamped by a plurality of adjusting bolts that are horizontally screwed through the tubular body from the outside. The position of the pillar can be adjusted by supporting the pillar and changing the screwing amount of the adjusting bolts corresponding to the front and rear sides in the direction of adjustment in inverse proportion. (Embodiment) An embodiment of the present invention will be described below with reference to FIGS. That is, when supporting the support P, the foundation (second
The cylindrical body 1 is provided at the center of the bottom of the basic hole H formed in B). The cylindrical body 1 in this embodiment has a square pole shape by combining two plates 2 bent into an L shape. Both plates 2 and 2 are the same part. The plate 2 has a flange 2c formed at a side end of one piece 2a in a state where both pieces 2a, 2b are erected.
A bolt through hole 2d and a circular opening 2e are formed vertically near the upper end of 2b, and both pieces 2a, 2
An anchor through hole 2f is formed on each of both sides of the bottom end of b. At this time, in both pieces 2a and 2b, the height of the bolt through hole 2d is the same, but the height of the opening 2e and the anchor through hole 2f has a dimensional difference corresponding to the diameter of the anchor through hole 2f. It is provided. In addition, a nut 3 is coaxially fixed to the inner portion of the cylinder of each bolt through hole 2d. In both the plates 2 and 2, the abutting portion of the flange 2c and the other piece 2b of the mating plate is coupled by a plurality of screws 8 to form a cylinder body 1, and the bolt facing hole 2d is formed between the facing pieces. , Opening 2e and anchor through hole 2f
Are facing each other. The pillar P in this embodiment is formed by fitting and fixing a reinforcing member 5 having a rectangular cross section inside the lower end of a main body 4 having a rectangular cross section. The reinforcing member 5 has an upper through hole 5 that communicates with a portion protruding from the main body portion 4 between facing surfaces.
Two a and two lower through holes 5b are formed. At this time, the through holes 5a, 5b provided on one of the opposing surfaces
And the through holes 5a and 5b provided on the other facing surface have the same height difference as the anchor through hole 2f described above.
The lower through hole 5b is provided at a height position corresponding to the opening 2e. In order to support the support P, first, the cylindrical body 1
The anchors 6 made of, for example, deformed steel bars are passed through the respective anchor through-holes 2f, and the four anchors 6 form a cross beam so as to pass through the cylindrical body 1, and the cylindrical body 1 is positioned at the center of the bottom portion of the foundation hole H. Then, concrete C is poured into the outside of the cylinder 1 to a height slightly lower than the opening 2e. Further, an adjusting bolt 7 that is screwed into the nut 3 is provided in each bolt through hole 2d. At this time, the four adjusting bolts 7 are screwed into the cylindrical body 1 from the outside at 90 degree intervals in the horizontal direction. Next, when the concrete C is hardened, the lower end of the pillar P is inserted into the center of the tubular body 1, and each adjustment bolt 7 is tightened to bring the tip into pressure contact with the pillar side surface (reinforcing member 5). The anchors 6 are passed through the openings 2e and the lower through holes 5b so that the two anchors 6 cross each other and penetrate the cylindrical body 1 and the support P. Thereby, the support P
Are sandwiched by the adjusting bolts 7 from all sides, and are self-supporting and temporarily supported. Therefore, there is no need to use a projecting rod that hinders other work. When adjusting the position of the column P along with connecting a girder (see FIG. 4) or the like to the upper end of the column P, the adjustment bolt 7 which is the adjustment direction is loosened and at the opposite side. Tighten the adjusting bolt 7 of. That is, since the screwing amount of the adjusting bolt 7 corresponding to the front and rear in the adjusting direction may be inversely changed, the operation is easy and the fine adjustment is easy, and the other adjusting bolts are easy to operate. Since it is sufficiently supported by 7 and the anchor 6, there is no fear of the support P falling over. After the above position adjustment, the anchors 6 are respectively passed through the two upper through holes 5a, and the space where the foundation hole H remains and the cylindrical body 1 are formed.
By injecting concrete C inside the
Also, the support P is completely fixed with the lower end of the support main body 4 embedded (the condition shown in FIG. 3). In addition, in the support structure of the pillar according to the present invention, the structure of the cylinder and the pillar is not limited to the above-mentioned embodiment, and the cylinder may be an integrally molded product. The cylindrical body can be circular or polygonal in cross section or the number of adjusting bolts can be changed according to the requirement.
【考案の効果】 以上説明してきたように、この考案の支柱の支持構造に
よれば、基礎に埋設される支柱の下端を支持する構造で
あって、基礎に立設した筒体に支柱の下端を挿入すると
共に、前記筒体に外側から水平方向に螺入貫通させた複
数の調整用ボルトを支柱側面に圧接状態にして前記支柱
を支持して成る構造としたため、作業の障害となる突支
棒を用いずに、支柱を自立状態で位置調整可能に支持す
ることを実現すると共に、調整用ボルトの操作だけで支
柱の位置調整を容易に行うことができ、微調整を行うこ
とも容易であり、作業性を大幅に向上させることができ
る。As described above, according to the support structure for a pillar of the present invention, it is a structure for supporting the lower end of the pillar embedded in the foundation, and the lower end of the pillar is erected on the cylindrical body erected on the foundation. Is inserted into the cylindrical body from the outside in the horizontal direction, and a plurality of adjusting bolts are horizontally inserted into the cylindrical body to support the supporting column by pressing it against the side surface of the supporting column. It is possible to support the column so that the position can be adjusted in a self-supporting state without using a rod, and the position of the column can be easily adjusted simply by operating the adjustment bolts, and fine adjustment is also easy. Yes, workability can be greatly improved.
第1図はこの考案の一実施例における支柱と筒体とを説
明する斜視図、第2図および第3図は支柱を位置調整可
能に支持している状態および支柱を完全に固定した状態
を説明する各々断面図、第4図は組立過程において位置
調整可能に支持される支柱の一例を説明する斜視図であ
る。 B…基礎、 P…支柱、 1…筒体、 7…調整用ボルト。FIG. 1 is a perspective view for explaining a support column and a cylinder in an embodiment of the present invention, and FIGS. 2 and 3 show a support state of the support column and a state where the support column is completely fixed. Each of the cross-sectional views to be described and FIG. 4 are perspective views for explaining an example of a pillar that is supported so that its position can be adjusted during the assembly process. B ... Foundation, P ... Strut, 1 ... Cylindrical body, 7 ... Adjustment bolt.
Claims (1)
造であって、基礎に立設した筒体に支柱の下端を挿入す
ると共に、前記筒体に外側から水平方向に螺入貫通させ
た複数の調整用ボルトを支柱側面に圧接状態にして前記
支柱を支持して成ることを特徴とする支柱の支持構造。1. A structure for supporting a lower end of a pillar embedded in a foundation, wherein the lower end of the pillar is inserted into a cylindrical body erected on the foundation, and the cylindrical body is screwed and penetrated horizontally from the outside. A support structure for a support, wherein a plurality of adjusting bolts are pressed against side surfaces of the support to support the support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6297089U JPH0633043Y2 (en) | 1989-05-30 | 1989-05-30 | Support structure for pillar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6297089U JPH0633043Y2 (en) | 1989-05-30 | 1989-05-30 | Support structure for pillar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH032107U JPH032107U (en) | 1991-01-10 |
| JPH0633043Y2 true JPH0633043Y2 (en) | 1994-08-31 |
Family
ID=31592603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6297089U Expired - Lifetime JPH0633043Y2 (en) | 1989-05-30 | 1989-05-30 | Support structure for pillar |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0633043Y2 (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50110035U (en) * | 1974-02-14 | 1975-09-08 | ||
| JP5279115B2 (en) * | 2008-05-14 | 2013-09-04 | 岡部株式会社 | Column base plate and column base structure using the same |
| JP4771341B2 (en) * | 2009-01-28 | 2011-09-14 | 株式会社Lixil | Door lower frame flat sash structure |
| JP5721221B2 (en) * | 2011-05-30 | 2015-05-20 | 三井住友建設株式会社 | Steel column construction method |
| KR101317921B1 (en) * | 2011-11-07 | 2013-10-30 | 스타코 주식회사 | Auto-seal Packing equipment of Door for Vessel |
| JP7284113B2 (en) * | 2020-02-20 | 2023-05-30 | Ykk Ap株式会社 | Structural support structure and strut construction method |
| JP7781676B2 (en) * | 2022-02-28 | 2025-12-08 | Ykk Ap株式会社 | Roof structure construction method |
-
1989
- 1989-05-30 JP JP6297089U patent/JPH0633043Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH032107U (en) | 1991-01-10 |
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