JP3589334B2 - Erecting device for horizontal columns - Google Patents

Erecting device for horizontal columns Download PDF

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Publication number
JP3589334B2
JP3589334B2 JP33147696A JP33147696A JP3589334B2 JP 3589334 B2 JP3589334 B2 JP 3589334B2 JP 33147696 A JP33147696 A JP 33147696A JP 33147696 A JP33147696 A JP 33147696A JP 3589334 B2 JP3589334 B2 JP 3589334B2
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Japan
Prior art keywords
core
horizontal
tube
fault
horizontal member
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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 - Fee Related
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JP33147696A
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Japanese (ja)
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JPH10227114A (en
Inventor
登 山縣
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ビニフレーム工業株式会社
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Priority to JP33147696A priority Critical patent/JP3589334B2/en
Publication of JPH10227114A publication Critical patent/JPH10227114A/en
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Description

【0001】
【産業上の利用分野】
この発明は、例えば鉄筋や鉄骨のコンクリート建造物のバルコニーや屋上等に手摺等を構築する場合における横架用支柱の立設装置に関する。
【0002】
【従来の技術】
手摺支柱等の立設箇所がこのようにコンクリートであると、そのままでは支柱を立てることができないため、従来、支柱ベースやアンカーボルトを予め現場に施工される。その施工に関して、一本のアンカーボルトで支柱が支持され、この場合は、アンカーボルトに上下に長い芯金部材を通して上端でナットにより締付けられ、芯金部材に管状の支柱が挿入して止められる。
【0003】
上端の手摺の取付けについては、支柱にはビスポケットが形成されており、その芯材を支柱の上端にビス止めされる。また、横格子の取付けについては、支柱の側面にL字形等の取付金具がビス止めされ、それに掛止してビス止めされる。
【0004】
【発明が解決しようとする課題】
上記のような従来の横架用支柱の立設装置によれば、アンカーボルトを立てた位置に誤差があると、支柱を正規の位置に立てることができなく、また、アンカーボルトが傾斜していると、支柱を直立させることが困難であり、誤差のままで支柱がたてられると、横架材の並びが直線から見苦しく外れるという問題があった。
【0005】
横架材のうち、上端の手摺については、支柱を通して長く架設されるが、その下の横格子については、支柱と支柱との間に挾まれて掛止されるため、デザイン的にすっきりとした通し状態が得られないという問題もあった。
【0006】
この発明は、上記のような実情に鑑みて、ボルトの立設位置に誤差があったり、それが傾斜していても、管状支柱を正規の位置において直立に立てることのできる横架用支柱の立設装置を提供し、加えて、手摺等の下に位置する中途の横格子を通しに架設することのできる横架用支柱の立設装置を提供することを目的とした。
【0007】
【課題を解決するための手段】
建物躯体に立設した雄ねじの軸ボルトに、直に積み重なるよう複数の断層芯管を被嵌し 、この断層芯管の外側に支柱本体を構成する複数に分断された外側管を被嵌し、上端の横架材には軸ボルトの通し孔を設け、その横架材と断層芯管との間においてコイルばねを軸ボルトに被嵌し、軸ボルトの上端にナットを締め付けることにより、上端の横架材を支柱本体に押し付けるとともに、コイルばねを断層芯管へ圧縮して横架用支柱の立設装置を構成した。
【0008】
加えて、断層芯管と断層芯管との突き合う端面を相互に摺動可能な斜面に形成すると、目的の達成により有効である。
【0009】
さらに、支柱本体を構成する上記外側管を直に積み重ねられた断層芯管に被嵌するとともに、外側管と外側管との間に中途の横架材を挾み、中途の横架材には断層芯管の貫通孔をそれぞれ穿設し、これによって中途の横架材を横へ通しとなしてあり、そして、上端の横架材が手摺りの芯材であり、中途の横架材が横格子であることもある。
【0010】
【作 用】
横架用支柱の立設装置を上記のように構成したから、支柱を立設する手順については、予め現場に立設されている軸ボルトに断層芯管を被嵌し、その積み上げをナットとコイルばねで弾力的に締め付け、これによって支柱本体を支持する融通性のある芯材となるので、軸ボルトの立設位置に誤差があったり、それに少し傾斜があっても、断層芯管が相互にずれるため、支柱が正規の位置において直立に立てることができる。
【0011】
この場合、断層芯管が相互に突き合う端面が傾斜していると、その間の摺動による調整が望めるために、修正作業が容易且つ確実となる。また、支柱本体が横格子を挾む複数の外側管からなるので、横格子が通しとなり体裁が良好である。
【0012】
【実施例】
次に、この発明の実施例を図面に基づいて説明する。
【0013】
図面は、アルミ製の手摺において実施した一例を示したもので、パラペット1の上に支柱P,P,・・を立設し、それによって上端の手摺2と、その下に二列に配列される横格子3,3とがそれぞれ横架材として支持される。そして、支柱Pの本体が三本に分断され、それぞれが前記横架材の間に挾まれている。
【0014】
支柱Pは、パラペット1の上に立設される雄ねじの軸ボルト5と、それに被嵌される複数の断層芯管7,7,7と、前記のように支柱本体が分断されてなる外側管9,9,9とからなり、軸ボルト5の上端にナット11が螺合され、それによりコイルばね13を介して弾力的に断層芯管7,7,7が締め付けられ、締付けによってその芯材としての強度が保持される。
【0015】
パラペット1には笠木32の内部においてベース材15を介して取付金具17が固定され、それに軸ボルト5を固定してパラペット1の上に立設される。なお、この固定については、取付金具17にねじの掛止溝19を設け、そこにナット21が掛止される。また、軸ボルト5にはマットシーラー23が挿入され、それが笠木32の上に支柱Pで押圧される。
【0016】
断層芯管7は、軸ボルト5を軸としてそれを挿入する管状であって、図3に示すように、前後左右の各側面に、外側管9の仕切壁29,29の内面及び前後壁の内面に対する係合溝25,25,・・が形成されている。これによって回転不能となっている。また、図1に示すように、他の断層芯管7と突き合う端面27が相互に摺動可能に斜面に形成される。この摺動によって断層芯管7の位置および傾斜のずれが修正されるが、修正方向を均等化するために、上下端面27,27の傾斜方向を直角に変えてあり、回転不能によりこの方向は規制される。
【0017】
外側管9は、前後に長い楕円形であって、内部に前後一対の仕切壁29,29を設けることによって、その間に断層芯管7の通し部が設けられ、その通し部の内面に断層芯管7の係合溝25に嵌まる係合突条33,33,・・が形成される。
【0018】
手摺2は、支柱Pの上端に固定される芯材35に被着して取り付けられ、この芯材35に軸ボルト5の通し孔37が穿設される。そして、上端の断層芯管7と芯材35との間にコイルばね13が介在され、芯材35よりも上においてナット11が軸ボルト5に螺入される。
【0019】
横格子3,3は、外側管9,9の間に挾まれやすいように、平たい楕円に近い断面の中空部材であって、内部に一対の左右縦壁41,41が形成され、その間に断層芯管7を通すようにその貫通孔43が穿設されている。そこで、軸ボルト5の上端においてナット11を締め付けると、それにより芯材35が断層芯管7を下へ押し付けるために、芯材35が固定されると同時に、横格子3,3が外側管9,9間に強く挾まれて固定される。また、コイルばね13が圧縮されて断層芯管7,7,7が相互に圧接して保持される。
【0020】
【発明の効果】
以上説明したように、この発明によれば、軸ボルトを軸として断層芯管が積み上げられ、その積み上げを芯材として支柱本体が支持されるので、仮に、軸ボルトの立設位置に誤差があったり少し傾斜していても、断層芯管の相互の位置ずれを伴わせて、支柱を正確な位置に直立に立てることができ、しかも、断層芯管の締付けが弾力的になされるので、修正作業が非常に容易であり、それを確実になすことができるという優れた効果がある。
【0021】
殊に、断層芯管が相互に突き合う端面が傾斜していると、さらに、修正作業が容易且つ確実となる。また、支柱本体が横格子を挾む複数の外側管からなる場合、横格子が通しとなり体裁が良好である。
【図面の簡単な説明】
【図1】この発明の一実施例を示す手摺の分解斜視図である。
【図2】同組立て状態における側面から見た断面図である。
【図3】図2のA−A線矢視の拡大断面図である。
【符号の説明】
P 支柱
1 建物躯体としてのパラペット
2 手摺
3 中途の横架材としての横格子
5 軸ボルト
7 断層芯管
9 支柱本体を構成する外側管
11 ナット
13 コイルばね
27 断層芯管の傾斜端面
35 上端の横架材としての手摺の芯材
37 通し孔
43 貫通孔
[0001]
[Industrial applications]
The present invention relates to an erecting device for a horizontal support column when a handrail or the like is to be constructed on a balcony or a roof of a concrete building made of steel bars or steel frames, for example.
[0002]
[Prior art]
If the standing portion of the handrail support or the like is made of concrete in this way, the support cannot be erected as it is, and thus, conventionally, a support base and anchor bolts are previously installed on the site. With respect to the construction, the pillar is supported by a single anchor bolt. In this case, a vertically long core metal member is passed through the anchor bolt and tightened with a nut at the upper end, and a tubular pillar is inserted into the core metal member and stopped.
[0003]
For mounting the handrail at the upper end, a screw pocket is formed in the support, and the core material is screwed to the upper end of the support. Also, for mounting the horizontal lattice, an L-shaped mounting bracket is screwed to the side surface of the column, and the mounting bracket is hooked and screwed.
[0004]
[Problems to be solved by the invention]
According to the conventional apparatus for erecting a horizontal support column as described above, if there is an error in the position where the anchor bolt is raised, the support column cannot be set in a regular position, and the anchor bolt is inclined. In such a case, it is difficult to erect the support, and if the support is set up with an error, the arrangement of the horizontal members may be unsightly out of a straight line.
[0005]
Of the horizontal members, the handrail at the upper end is extended long through the columns, but the horizontal lattice below it is clamped between the columns, so the design is neat. through state there is also a problem that can not be obtained.
[0006]
The present invention has been made in consideration of the above-described circumstances, and therefore, even if there is an error in the erected position of the bolt or the sloping position of the bolt, the tubular stanchion is capable of standing upright at the regular position. An object of the present invention is to provide an erecting device and, in addition, to provide an erecting device for an erecting column that can be installed through a halfway grate located under a handrail or the like.
[0007]
[Means for Solving the Problems]
A plurality of fault core pipes are fitted to the shaft bolts of the male threads erected on the building frame so as to be directly stacked, and the outer pipe divided into a plurality of strut main bodies is fitted outside the fault core pipe, A through-hole for the shaft bolt is provided in the upper horizontal member, and a coil spring is fitted to the shaft bolt between the horizontal member and the fault core tube, and a nut is fastened to the upper end of the shaft bolt, thereby forming the upper end of the horizontal member. The horizontal member was pressed against the main body of the column, and the coil spring was compressed into the core tube of the tomographic structure, thereby constructing a vertical support device for the horizontal column.
[0008]
In addition, it is more effective to achieve the object if the end faces of the tomographic core tube and the tomographic core tube that are abutted with each other are formed as mutually slidable slopes.
[0009]
Further, the outer tube constituting the main body of the strut is fitted on the fault core tube which is directly stacked, and a halfway member is sandwiched between the outer tube and the outer tube. The through-holes of the fault core tube are respectively drilled, thereby passing the halfway transverse member laterally, and the transverse member at the upper end is the core material of the handrail, and the halfway transverse member is It may be a horizontal grid.
[0010]
[Operation]
Since the erecting device for the horizontal support column is configured as described above, the procedure for erecting the support column is to fit the fault core tube to the shaft bolt that has been set up in advance on the site, and stack the stack with a nut. It is elastically tightened with a coil spring, which makes it a flexible core material that supports the column body, so that even if there is an error in the standing position of the shaft bolt or there is a slight inclination, the fault core pipes The support can be erected upright at the proper position.
[0011]
In this case, if the end faces of the tomographic core tubes that abut each other are inclined, adjustment by sliding between them can be expected, so that the repair work is easy and reliable. In addition, since the main body of the post is composed of a plurality of outer tubes sandwiching the horizontal lattice , the horizontal lattice is formed so that the appearance is good.
[0012]
【Example】
Next, an embodiment of the present invention will be described with reference to the drawings.
[0013]
The drawing shows an example implemented on an aluminum handrail, in which columns P, P,... Are erected on a parapet 1 to thereby arrange the handrail 2 at the upper end and two rows below it. Horizontal lattices 3 and 3 are supported as horizontal members, respectively. The main body of the column P is divided into three, and each is sandwiched between the horizontal members.
[0014]
The strut P is composed of a male screw shaft bolt 5 erected on the parapet 1, a plurality of fault core tubes 7, 7, 7 fitted on the shaft bolt 5, and an outer tube formed by dividing the strut body as described above. consists Prefecture 9,9,9, nut 11 is screwed to the upper end of the shaft bolt 5, thereby resiliently tomographic core pipe 7, 7, 7 via the coil spring 13 is tightened, the core material by clamping The strength as is maintained.
[0015]
A mounting bracket 17 is fixed to the parapet 1 via a base material 15 inside the coping 32 , and a shaft bolt 5 is fixed to the mounting bracket 17 to stand up on the parapet 1. For this fixation, a screw locking groove 19 is provided in the mounting bracket 17 and a nut 21 is locked therein. Further, a mat sealer 23 is inserted into the shaft bolt 5, and the mat sealer 23 is pressed on the coping 32 by a support P.
[0016]
Fault core tube 7 is a tubular insert it in the axial bolt 5 as an axis, as shown in FIG. 3, on each side of the left and right front and rear, inner and front and rear walls of the partition walls 29, 29 of the outer tube 9 Engagement grooves 25 with respect to the inner surface are formed. This makes rotation impossible. Further, as shown in FIG. 1, an end face 27 that abuts against another tomographic core tube 7 is formed on a slope so as to be slidable with each other. The displacement corrects the position and inclination of the tomographic core tube 7 by this sliding. However, in order to equalize the correction direction, the inclination directions of the upper and lower end surfaces 27 are changed to a right angle. Be regulated.
[0017]
The outer tube 9 has an elliptical shape that is long in the front and rear directions, and a pair of front and rear partition walls 29, 29 is provided therein. A through portion of the tomographic core tube 7 is provided therebetween, and a fault core is provided on the inner surface of the through portion. Engagement ridges 33, 33,... Which fit into the engagement grooves 25 of the tube 7 are formed.
[0018]
The handrail 2 is attached to and attached to a core 35 fixed to the upper end of the column P, and a through hole 37 for the shaft bolt 5 is formed in the core 35. The coil spring 13 is interposed between the core pipe 35 and the core pipe 35 at the upper end, and the nut 11 is screwed into the shaft bolt 5 above the core 35.
[0019]
The horizontal lattices 3, 3 are hollow members having a cross section close to a flat ellipse so as to be easily sandwiched between the outer tubes 9, 9, and a pair of left and right vertical walls 41, 41 are formed therein, and a fault is formed therebetween. The through hole 43 is formed so as to pass the core tube 7. Then, when the nut 11 is tightened at the upper end of the shaft bolt 5, the core 35 is pressed down the tomographic core tube 7, so that the core 35 is fixed and, at the same time, the horizontal lattices 3, 3 are attached to the outer tube 9. , 9 and is strongly fixed. Further, the coil spring 13 is compressed, and the tomographic core tubes 7, 7, 7 are pressed against each other and held.
[0020]
【The invention's effect】
As described above, according to the present invention, the fault core pipes are stacked around the shaft bolts, and the pillar body is supported using the stacking as a core material. Therefore, there is an error in the standing position of the shaft bolts. Even if it is slightly inclined, it is possible to erect the strut upright at the correct position with the mutual displacement of the fault core pipes, and the fault core pipe is tightened elastically. There is an excellent effect that the work is very easy and can be performed reliably.
[0021]
In particular, if the end faces at which the tomographic core tubes abut each other are inclined, the correction work is further facilitated and reliable. In addition, when the support body is composed of a plurality of outer tubes sandwiching the horizontal lattice, the horizontal lattice is threaded and the appearance is good.
[Brief description of the drawings]
FIG. 1 is an exploded perspective view of a handrail showing one embodiment of the present invention.
FIG. 2 is a cross-sectional view as viewed from the side in the assembled state.
FIG. 3 is an enlarged sectional view taken along line AA of FIG. 2;
[Explanation of symbols]
P Support 1 Parapet 2 as a building frame 2 Handrail 3 Horizontal grid 5 Axial bolts 7 Axial bolt 7 Fault core tube 9 Outer tube 11 that constitutes a support body Nut 13 Coil spring 27 Inclined end surface 35 of fault core tube Handrail core 37 as horizontal material Through hole 43 Through hole

Claims (3)

建物躯体に立設した雄ねじの軸ボルトに、直に積み重なるよう複数の断層芯管を被嵌し、この断層芯管の外側に支柱本体を構成する複数に分断された外側管を被嵌し、上端の横架材には軸ボルトの通し孔を設け、その横架材と断層芯管との間においてコイルばねを軸ボルトに被嵌し、軸ボルトの上端にナットを締め付けることにより、上端の横架材を支柱本体に押し付けるとともに、コイルばねを断層芯管へ圧縮したことを特徴とする横架用支柱の立設装置。A plurality of fault core pipes are fitted to the shaft bolts of the male threads erected on the building frame so as to be directly stacked, and the outer pipe divided into a plurality of strut main bodies is fitted outside the fault core pipe, A through-hole for the shaft bolt is provided in the upper horizontal member, and a coil spring is fitted to the shaft bolt between the horizontal member and the fault core tube, and a nut is fastened to the upper end of the shaft bolt, thereby forming the upper end of the horizontal member. An erecting apparatus for a column for horizontal suspension, wherein a horizontal member is pressed against a column main body and a coil spring is compressed to a core tube. 断層芯管と断層芯管との突き合う端面を相互に摺動可能な斜面に形成したことを特徴とする請求項1記載の横架用支柱の立設装置。2. An apparatus according to claim 1, wherein the end faces of the tomographic core tube and the tomographic core tube are formed on mutually slidable slopes. 支柱本体を構成する上記外側管を直に積み重ねられた断層芯管に被嵌するとともに、外側管と外側管との間に中途の横架材を挾み、中途の横架材には断層芯管の貫通孔をそれぞれ穿設し、これによって中途の横架材を横へ通しとなしてあり、そして、上端の横架材が手摺りの芯材であり、中途の横架材が横格子であることを特徴とする請求項1または2記載の横架用支柱の立設装置。 The outer tube constituting the main body of the strut is fitted on the fault core tube which is directly stacked, and a halfway member is sandwiched between the outer tube and the outer tube. A through hole is formed in each of the pipes, thereby passing the halfway cross member laterally, and the top horizontal member is a handrail core, and the halfway horizontal member is a horizontal lattice. 3. The apparatus according to claim 1, wherein the supporting column is provided.
JP33147696A 1996-11-27 1996-11-27 Erecting device for horizontal columns Expired - Fee Related JP3589334B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33147696A JP3589334B2 (en) 1996-11-27 1996-11-27 Erecting device for horizontal columns

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33147696A JP3589334B2 (en) 1996-11-27 1996-11-27 Erecting device for horizontal columns

Publications (2)

Publication Number Publication Date
JPH10227114A JPH10227114A (en) 1998-08-25
JP3589334B2 true JP3589334B2 (en) 2004-11-17

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