JPS5851211Y2 - Pillar support mechanism - Google Patents

Pillar support mechanism

Info

Publication number
JPS5851211Y2
JPS5851211Y2 JP1979048254U JP4825479U JPS5851211Y2 JP S5851211 Y2 JPS5851211 Y2 JP S5851211Y2 JP 1979048254 U JP1979048254 U JP 1979048254U JP 4825479 U JP4825479 U JP 4825479U JP S5851211 Y2 JPS5851211 Y2 JP S5851211Y2
Authority
JP
Japan
Prior art keywords
support
anchor
tubular support
anchor member
column
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
Application number
JP1979048254U
Other languages
Japanese (ja)
Other versions
JPS55150808U (en
Inventor
晴元 熊谷
Original Assignee
日本軽金属株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 日本軽金属株式会社 filed Critical 日本軽金属株式会社
Priority to JP1979048254U priority Critical patent/JPS5851211Y2/en
Publication of JPS55150808U publication Critical patent/JPS55150808U/ja
Application granted granted Critical
Publication of JPS5851211Y2 publication Critical patent/JPS5851211Y2/en
Expired legal-status Critical Current

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Landscapes

  • Road Signs Or Road Markings (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Fencing (AREA)

Description

【考案の詳細な説明】 本考案は支柱支持機構の考案に係り、基礎部に対する比
較的僅少な支持構造によって安定した支柱の支持機能を
得しめることのできる新規な支柱支持機構を得ようとす
るものである。
[Detailed description of the invention] The present invention relates to the invention of a column support mechanism, and attempts to obtain a novel column support mechanism that can provide a stable column support function with a relatively small support structure for the foundation. It is something.

道路の側方に設置されるガードレールや歩車道を区分す
るための分離柵を設け、或いはフェンスを取付け、各種
標識や広告板、塔婆立などを設定するに当って支柱を基
礎部に設定することが必要であり、従来このような支柱
の設定に当って単に支柱の基端部を埋装し、或いは支柱
基端部に該支柱の側方に突設したアンカ一部を設け、若
しくは支柱の底部に単にアンカーボルトを突設して埋装
固定するようなことが行われているが、これら従来のも
のにおいては何れにしてもその基礎部に対する施工が相
当に大掛りなものとなる。
Installing guardrails on the sides of roads and separation fences to separate pedestrian and pedestrian paths, or installing fences, and setting up supports at the foundations when setting up various signs, billboards, pagodas, etc. Conventionally, when setting up such a support, the base end of the support was simply buried, or a part of the anchor protruding from the side of the support was provided at the base end of the support, or the support was Anchor bolts are simply protruded from the bottom and buried and fixed, but in any case with these conventional methods, the construction work on the foundation is quite large-scale.

即ち支柱基端部を埋装固定するものにおいては少なくと
も該支柱を充分に挿入しコンクリートなどの凝結部材を
充填するに足る穿孔を必要とし、又該支柱の底部にアン
カ一部を突設したものにおいては該穿孔が更に大型とな
る。
In other words, in the case where the base end of a column is buried and fixed, at least a hole sufficient to fully insert the column and fill with a setting material such as concrete is required, and a part of the anchor protrudes from the bottom of the column. In this case, the perforation becomes even larger.

然して支柱底部にアンカーボルトを突設したものでは基
礎部における穿孔径自体は小となっても細径のアンカー
ボルトで支持力を得ることとなるので穿孔深さを相当に
大きくすることが必要となり施工の大掛り性は実質的に
改善されない。
However, with anchor bolts protruding from the bottom of the column, even if the diameter of the hole at the foundation is small, the supporting force is obtained from the small diameter anchor bolt, so the depth of the hole needs to be made considerably larger. The large-scale construction work is not substantially improved.

本考案は上記したような従来のものの不利を解決するよ
うに研究して考案されたものであって、その具体的な実
施態様を添附図面に示すものについて説明すると、第1
図又は第2図に示すように設定すべき支柱1として管状
部材を採用し、斯かる管状支柱1の底部にアンカ一部材
8を突設させること自体は前記した従来からのものと同
様であるが、本考案においてはこのアンカ一部材8とし
て前記支柱1内への内装部8aをも有するものを採用し
、該アンカ一部材8の上端部及び中間部に夫々鍔部材9
,10を固着し、これらの鍔部材9,10及び前記内装
部8aを夫々前記管状支柱1内に挿入せしめ、少なくと
も上部鍔部材10と管状支柱1との間に固着手段6を施
し、鍔部材10を管状支柱1の下端部内面に嵌合させて
成るものである。
The present invention was devised through research to solve the disadvantages of the conventional ones as described above.
The use of a tubular member as the support column 1 to be set as shown in FIG. However, in the present invention, the anchor member 8 is also provided with an interior portion 8a into the support 1, and a collar member 9 is provided at the upper end and middle portion of the anchor member 8, respectively.
. 10 is fitted onto the inner surface of the lower end of the tubular support 1.

管状支柱1としては第1図に示すような角形のもの或い
は第2図に示すような円形のものの何れでもよいことは
明かであり、又前記したような鍔部材9,10とこの管
状支柱1との間の安定した組付関係を得るには第1図に
示すような角形材の場合には板材で形成された鍔部材9
.10の少なくとも両側部に折返し部9a、10aを形
成して支柱部材内面との間において略緊密な接合関係を
得しめ、又第2図に示すような円形材の場合においては
鍔部材9,10の周側に折返し部9a、10aを環設し
たものを採用して上記同様に略緊密な接合関係を得しめ
る。
It is clear that the tubular support 1 may be either square as shown in FIG. 1 or circular as shown in FIG. In order to obtain a stable assembly relationship between the
.. Folded portions 9a, 10a are formed on at least both sides of the flange members 9, 10 to achieve a substantially tight bonding relationship with the inner surface of the support member, and in the case of a circular member as shown in FIG. By adopting a structure in which folded portions 9a and 10a are provided on the circumferential side of the ring, a substantially tight bonding relationship is obtained in the same manner as described above.

なお上記したようなアンカ一部材8に関しては第3図に
示すようなアンカー板4屈曲部4a又は分岐部4bを形
成してアンカー支持力の増大を図ることができる。
Regarding the anchor member 8 as described above, the anchor plate 4 may be formed with a bent portion 4a or a branched portion 4b as shown in FIG. 3 to increase the anchor supporting force.

上記したような本考案による支持機構の具体的な設定状
態の1例は第4図に示す通りであって、前記管状支柱1
の上端部にビス受部13を一体に形成した蓋部体3を添
着したものを用い、基礎部7に形成された穿孔7a中に
支柱1の下端から突出したアンカ一部8を挿入してセメ
ントモルタル又はペーストのような凝結材4を充填し固
結させることによりその設置がなされる。
An example of a specific setting state of the support mechanism according to the present invention as described above is as shown in FIG.
A lid body 3 with a screw receiving part 13 integrally formed on the upper end is attached, and an anchor part 8 protruding from the lower end of the column 1 is inserted into a hole 7a formed in the base part 7. Its installation is done by filling and setting a setting material 4, such as cement mortar or paste.

本考案による支持機構が既述したようなガードレール、
道路分離柵、フェンス、標識ポールなどに適用でき、又
それが比較的大型のものとしては街路照明灯用のポール
、電柱その他にも自在に採用し得ることは明かであるが
、更に広告板取付けや墓地における塔婆立ての如きにも
有利に採用することができる。
The support mechanism according to the present invention is a guardrail as described above,
It is obvious that it can be applied to road separation fences, fences, signage poles, etc., and if it is relatively large, it can also be used freely for street lighting poles, telephone poles, etc., but it is also suitable for mounting billboards. It can also be used advantageously for things like standing a tower in a graveyard.

即ちこのような広告板又は塔婆立としての具体的な適用
状態はその1例が前記第4図において示す通りであって
、本考案による支持機構を採用した複数の支柱1,1間
に横桟材5,5が上下に添設され、これら横桟材5,5
の取付けを前記したような上部鍔部材10及び蓋部材3
の取付けと共に行わせることが有利である。
In other words, one example of a concrete application state of such a billboard or tower stand is as shown in the above-mentioned FIG. Materials 5, 5 are attached above and below, and these horizontal members 5, 5
The upper flange member 10 and the lid member 3 are attached as described above.
Advantageously, this is done together with the installation of the

即ちビスのような固着手段6が横桟材5,5を介して前
記した折返し部10 a又はビス受部13にねじ込まれ
るように少ない固着手段6でそれらの取付関係を形成す
ることができ、しかもこの場合において板状の横桟材5
がワッシャ的に作用し固着手段6による的確な緊締固着
を得ることができる。
That is, the fixing means 6 such as screws can be screwed into the above-mentioned folded part 10a or the screw receiving part 13 through the horizontal members 5, 5, so that the attachment relationship can be formed with a small number of fixing means 6. Moreover, in this case, the plate-shaped horizontal beam 5
acts like a washer and can achieve accurate tightening and fixing by the fixing means 6.

図示のように横桟材5,5が支柱1,1の前後に添設さ
れたものにおいてはそれら横桟材5.5の間が塔婆等の
挿入支持に利用されることは明かであり、又その支柱1
.1及び横桟材5を利用して広告板その他の表示板を添
着することができる。
In the case where the horizontal beams 5, 5 are attached to the front and rear of the pillars 1, 1 as shown in the figure, it is clear that the space between the horizontal beams 5, 5 is used for inserting and supporting a tower, etc. Also, the pillar 1
.. 1 and the horizontal beam 5 can be used to attach an advertising board or other display board.

上記したような本考案によるときはアンカ一部材8がそ
の上端部に取付けられた鍔部材10と固着手段6を介し
て管状支柱1の基礎上における中間部に対して連結され
ることは明かであって小径のアンカ一部材8が支柱1に
対して強固且つ安定1に連結され、又第4図に示すよう
に支柱1の下端を基礎部7面に接合させて設定したもの
において該支柱を倒すように横力が作用するならば支柱
1の中間部でも鍔部材10と固着手段6を介してアンカ
一部材8の内装部8aによる好ましい抵抗作用が発揮さ
れることとなり、管状支柱1の下端面に位置させて取付
けられている鍔部材9および該管状支柱1下端の基礎7
面に対する接合支持作用とも相俟って有効な支持機能を
得しめることができ、従ってアンカ一部材8の基礎部7
中への埋設深さが比較的短小であっても好ましい倒伏防
止性能が得られることとなり、勿論アンカ一部材8が支
柱1より自体よりも著しく小径のものでもよい。
It is clear that according to the present invention as described above, the anchor member 8 is connected to the intermediate portion on the foundation of the tubular support 1 via the collar member 10 attached to the upper end thereof and the fixing means 6. An anchor member 8 with a small diameter is firmly and stably connected to the column 1, and the lower end of the column 1 is connected to the base 7 surface as shown in FIG. If a lateral force acts to tilt the support 1 down, a preferable resistance action will be exerted by the interior portion 8a of the anchor member 8 through the collar member 10 and the fixing means 6 even in the middle part of the support 1, and the lower part of the tubular support 1 will be A collar member 9 attached to the end face and a foundation 7 at the lower end of the tubular support 1
Coupled with the joint support effect on the surface, an effective support function can be achieved, and therefore the base portion 7 of the anchor member 8
A preferable collapse prevention performance can be obtained even if the depth of burial is relatively short, and it goes without saying that the anchor member 8 may have a significantly smaller diameter than the support 1 itself.

従って該支柱1を支持するための基礎部7に対する穿孔
径およびその深さを共に縮限し、何れにしても穿孔量を
大幅に縮限することが可能となり、このことは該支柱1
が石材又は岩盤或いはコンクリート層の如きより成る基
礎部7に設定されるような場合において穿孔7aの工数
を著しく減少し又モルタル又はセメントペーストのよう
な凝集剤4の必要量を縮限した施工を可能ならしめるも
のであって頗る有利であり、又ビスのような固着手段6
によるアンカ一部材8との連結固定が横桟材5のような
横部材の取付けと共用し得ることは前記した実施態様に
示す通りであって上記のような作用効果を有せしめ得る
に拘わらずその構成が簡易であり、結局簡易且つコンパ
クトな施工により有効な支持作用を得しめるものである
から実用上その効果の大きい考案である。
Therefore, it is possible to reduce both the diameter and the depth of the hole in the base 7 for supporting the column 1, and in any case, it is possible to greatly reduce the amount of holes to be drilled.
In the case where the foundation 7 is made of stone, bedrock, or a concrete layer, the number of man-hours for drilling the holes 7a is significantly reduced, and the amount of coagulant 4 such as mortar or cement paste is reduced. This is very advantageous because it makes it possible to use fixing means 6 such as screws.
As shown in the embodiments described above, the connection and fixing with the anchor member 8 can be used in common with the attachment of a horizontal member such as the horizontal beam member 5, and although it can have the above-mentioned effects. The structure is simple, and as a result, an effective support effect can be obtained through simple and compact construction, so it is a highly effective idea in practical terms.

【図面の簡単な説明】[Brief explanation of drawings]

図面は本考案の実施態様を示すものであって、第1図は
本考案による支持機構の1例について部分省略し断面を
も併せて示した部分切欠側面図、第2図はその別の実施
態様について第1図と同様な部分切欠側面図、第3図は
そのアンカ一部材についての変形例を示す斜面図、第4
図はその全体的な設定関係の1例を示す正面図である。 然してこれらの図面において、1は管状支柱、4は凝結
材、6は固着手段、7は基礎部、8はアンカ一部材、8
aはその内装部、9,10は鍔部材を示すものである。
The drawings show embodiments of the present invention, in which Fig. 1 is a partially cutaway side view of one example of the support mechanism according to the invention, with parts omitted and a cross section also shown, and Fig. 2 shows another embodiment thereof. Regarding the aspect, a partially cutaway side view similar to FIG. 1, FIG. 3 is a perspective view showing a modified example of the anchor member, and FIG.
The figure is a front view showing an example of the overall setting relationship. In these drawings, 1 is a tubular strut, 4 is a setting material, 6 is a fixing means, 7 is a base part, 8 is an anchor member, 8
Reference character a indicates the interior portion thereof, and reference numerals 9 and 10 indicate collar members.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 管状支柱の底部にアンカ一部材を突設させるようにした
ものにおいて、前記アンカ一部材に前記管状支柱内に挿
入すべき内装部を一体に形成し、該アンカ一部材の上端
部および上記管状支柱の下端部に位置すべき中間部に夫
々鍔部材を固着して該管状支柱中に内装せしめ、前記し
たアンカ一部材上端部の鍔部材と管状支柱中間部とを固
着手段で連結し、アンカ一部材の中間部に固着された鍔
・部材を管状支柱の下端部内面に嵌合させたことを特徴
とする支柱支持機構。
An anchor member is configured to protrude from the bottom of the tubular support, and the anchor member is integrally formed with an interior portion to be inserted into the tubular support, and the upper end of the anchor member and the tubular support are integrally formed. A flange member is fixed to the intermediate portion that should be located at the lower end portion and is internalized in the tubular support, and the above-mentioned flange member at the upper end of the anchor member and the intermediate portion of the tubular support member are connected by a fixing means to form the anchor. A strut support mechanism characterized in that a collar/member fixed to the intermediate portion of the member is fitted into the inner surface of the lower end of the tubular strut.
JP1979048254U 1979-04-13 1979-04-13 Pillar support mechanism Expired JPS5851211Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979048254U JPS5851211Y2 (en) 1979-04-13 1979-04-13 Pillar support mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979048254U JPS5851211Y2 (en) 1979-04-13 1979-04-13 Pillar support mechanism

Publications (2)

Publication Number Publication Date
JPS55150808U JPS55150808U (en) 1980-10-30
JPS5851211Y2 true JPS5851211Y2 (en) 1983-11-22

Family

ID=28931623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979048254U Expired JPS5851211Y2 (en) 1979-04-13 1979-04-13 Pillar support mechanism

Country Status (1)

Country Link
JP (1) JPS5851211Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59142321U (en) * 1983-03-14 1984-09-22 東急建設株式会社 Supports for wallboards in soundproof walls, etc.
JP6401983B2 (en) * 2014-09-11 2018-10-10 東日本旅客鉄道株式会社 Column collapse prevention structure

Also Published As

Publication number Publication date
JPS55150808U (en) 1980-10-30

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