JPH0344925Y2 - - Google Patents
Info
- Publication number
- JPH0344925Y2 JPH0344925Y2 JP16843986U JP16843986U JPH0344925Y2 JP H0344925 Y2 JPH0344925 Y2 JP H0344925Y2 JP 16843986 U JP16843986 U JP 16843986U JP 16843986 U JP16843986 U JP 16843986U JP H0344925 Y2 JPH0344925 Y2 JP H0344925Y2
- Authority
- JP
- Japan
- Prior art keywords
- vertical bar
- mounting hole
- column
- arc
- arcuate surfaces
- 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
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 15
- 239000000463 material Substances 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 7
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Fencing (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、例えばフエンスなどの支柱を支柱取
付穴上に継ぎ足すための支柱継ぎ足し装置に関す
るものである。[Detailed Description of the Invention] (Industrial Field of Application) The present invention relates to a support addition device for adding support, such as a fence, onto a support installation hole.
(従来技術)
従来からフエンスなどの支柱を立設する際に
は、一般に支柱の下端部を土台(コンクリートブ
ロツク塀など)上面に形成した支柱取付穴内に所
定深さだけ差し込んだ状態で、その支柱取付穴内
の隙間にモルタルを充填して支柱を固定するよう
にしていた。(Prior art) Conventionally, when installing a support for a fence, etc., the lower end of the support is generally inserted into the support installation hole formed on the top surface of the foundation (concrete block wall, etc.) by a predetermined depth. The gap in the mounting hole was filled with mortar to secure the column.
ところが、このようにモルタルを固化せしめる
ことによつて支柱を立設する方法では、モルタル
原料(セメント、砂、水など)を用意する必要が
あるとともにそれらの混練り作業やモルタル充填
作業を行なわなければならず、それらの作業が面
倒となつていた。 However, with this method of erecting columns by solidifying mortar, it is necessary to prepare mortar raw materials (cement, sand, water, etc.), as well as kneading them and filling the mortar. However, these tasks have become troublesome.
又、このように支柱下端部を土台中にモルタル
で固定した支柱においては、その既設の支柱を新
しいものに取り替える際に、従来では一般に既設
の支柱が埋設固定されている土台(コンクリート
ブロツク塀など)の一部又は全部を破壊して既設
の支柱を取り除き、土台を補修又は新しく構築し
た後にその土台の支柱取付穴に新しい支柱の下端
部をモルタルで固定して行なわれているが、この
ように土台上にモルタルで埋込固定された支柱を
新しいものに取り替える際にはその支柱取り替え
工事が大掛かりとなつてその工事に長時間と多額
の費用が必要となつていた。 In addition, in the case of a column in which the lower end of the column is fixed with mortar in the foundation, when replacing the existing column with a new one, conventionally it is common to bury and fix the existing column in the foundation (such as a concrete block wall). ), the existing pillars are removed, the foundation is repaired or a new one is constructed, and the lower end of the new pillar is fixed in the pillar mounting hole of the foundation with mortar. When replacing the pillars embedded and fixed with mortar on the foundation with new ones, the work to replace the pillars was a major undertaking, requiring a long time and a large amount of money.
(考案の目的)
本考案は、上記した従来の支柱取付構造の問題
点に鑑み、新規に支柱を取付ける際ばかりでなく
既設の支柱を新しいものに取り替える際にも比較
的簡単な作業で支柱の取付けが行えるようにした
支柱継ぎ足し装置を提案することを目的としてな
されたものである。(Purpose of the invention) In view of the above-mentioned problems with the conventional pillar mounting structure, the present invention allows for the installation of pillars with relatively simple work, not only when installing new pillars but also when replacing existing pillars with new ones. The purpose of this work was to propose a support column addition device that can be easily installed.
(目的を達成するための手段)
本考案の支柱継ぎ足し装置は、上部側にネジ部
を形成した縦棒材の下部に、土台などに設けられ
た支柱取付穴内に挿入されたときに該支柱取付穴
の内面に衝接する突形の円弧状面を有する一対の
衝合部材を、前記縦棒材を中心として前記円弧状
面がそれぞれ左右外方に向く姿勢で上下方向に弧
回動可能なる如くしてしかも前記各衝合部材の円
弧状面が縦棒材に対して上方から下方に向けて弧
回動されたとき両円弧状面間における縦棒材の直
交方向の最大部分の間隔が前記支柱取付穴の内径
より小さい状態から該支柱取付穴の内径を越えて
大きくなる範囲まで増大する方向に変化する如く
してさらに該各円弧状面が上方から下方に向けて
弧回動せしめられる方向に付勢された状態で軸着
してなる継手本体と、該継手本体の縦棒材を上下
に挿通する穴を有し且つ前記支柱取付穴の上部を
被覆し得る面積をもつ台座と、前記継手本体の下
部を前記支柱取付穴内に差し込み且つ縦棒材に台
座を嵌挿した状態で前記縦棒材のネジ部に螺合進
入させることによつて前記縦棒材を台座に対して
上動せしめる如く作用するネジ部材と、前記縦棒
材の上部側に支柱の下端部を接続するための接続
部材とを備えて構成されていることを特徴とする
ものである。(Means for Achieving the Purpose) The prop addition device of the present invention is capable of attaching the prop when inserted into a post mounting hole provided in a base etc. at the bottom of a vertical bar with a threaded portion formed on the upper side. A pair of abutting members having protruding arcuate surfaces that abut against the inner surface of the hole are configured to be able to pivot in an arc in the vertical direction about the vertical bar with the arcuate surfaces facing outward to the left and right, respectively. Moreover, when the arcuate surfaces of each of the abutting members are rotated in an arc from above to below with respect to the vertical bar, the distance between the two arcuate surfaces at the maximum part in the orthogonal direction of the longitudinal bar is as described above. Each of the arcuate surfaces is further caused to rotate in an arc from above to below, changing in an increasing direction from a state smaller than the inner diameter of the support mounting hole to a range larger than the inner diameter of the support support mounting hole. a joint body that is pivoted in a state where it is biased in a direction in which the joint body is attached; and a pedestal that has a hole through which a vertical bar of the joint body is inserted vertically and has an area that can cover the upper part of the column mounting hole. , by inserting the lower part of the joint body into the support mounting hole and inserting the pedestal into the vertical bar, the vertical bar is screwed into the threaded part of the vertical bar, thereby attaching the vertical bar to the pedestal. It is characterized in that it includes a screw member that acts to move the support upward, and a connecting member that connects the lower end of the column to the upper side of the vertical bar.
(作用)
本考案の支柱継ぎ足し装置は、各衝合部材がそ
の円弧状面が上方から下方に向けて弧回動せしめ
られる方向に付勢された状態で縦棒材下部に軸着
されているため、継手本体の下部を支柱取付穴内
に差し込んだ状態では各衝合部材の円弧状面がそ
れぞれ支柱取付穴の内面に衝接するようになり、
その状態で縦棒材に台座を嵌装した後、縦棒材の
ネジ部にネジ部材を螺合進入させると縦棒材が台
座に対して上動せしめられ、そのとき各衝合部材
の円弧状面がそれぞれ支柱取付穴の内面に摩擦力
をもつて衝接しているので該各衝合部材がその軸
着部を中心として下方に弧回動せしめられるよう
になり、それによつて両円弧状面間の間隔が大き
くなつて該各衝合部材が支柱取付穴内で相互に突
つ張り合つて継手本体が固定されるようになる。
そしてその支柱取付穴に固定された継手本体の上
部に接続部材を介して支柱の下端部を接続するこ
とが可能となる。(Function) In the strut addition device of the present invention, each abutment member is pivoted to the lower part of the vertical bar member with its arcuate surface biased in a direction that causes it to rotate in an arc from above to below. Therefore, when the lower part of the joint body is inserted into the column mounting hole, the arcuate surfaces of each abutting member will come into contact with the inner surface of the column mounting hole.
After fitting the pedestal to the vertical bar in this state, when the threaded member is screwed into the threaded part of the vertical bar, the vertical bar is moved upward relative to the pedestal, and at that time, the circles of each abutting member are Since each of the arcuate surfaces abuts against the inner surface of the strut mounting hole with frictional force, each of the abutment members is rotated downward in an arc around its shaft attachment portion, thereby causing both arcuate As the distance between the surfaces increases, the respective abutting members abut against each other within the column mounting hole, and the joint body is fixed.
Then, it becomes possible to connect the lower end of the column to the upper part of the joint body fixed in the column attachment hole via the connecting member.
(実施例)
第1図ないし第8図を参照して本考案の好適な
実施例を説明すると、第1図ないし第6図に示す
実施例の支柱継ぎ足し装置は、適宜長さをもつ縦
棒材11の下部に左右一対の衝合部材16,16
を弧回動自在に軸着してなる継手本体1と、該継
手本体1が取付けられる支柱取付穴6の上部を被
覆する台座2と、縦棒材11の上部に形成された
ネジ部12に螺合されるネジ部材3と、立設すべ
き支柱8の端部を継手本体1の上部に接続するた
めの接続部材を備えて構成されている。(Embodiment) A preferred embodiment of the present invention will be described with reference to FIGS. 1 to 8. The strut addition device of the embodiment shown in FIGS. A pair of left and right matching members 16, 16 are provided at the bottom of the material 11.
A joint body 1 is formed by pivoting the joint body 1 for free arc rotation, a pedestal 2 that covers the upper part of the column mounting hole 6 to which the joint body 1 is attached, and a threaded part 12 formed on the upper part of the vertical bar 11. It is comprised of a screw member 3 to be screwed together and a connecting member for connecting the end of the support column 8 to be erected to the upper part of the joint body 1.
支柱取付穴6は、横断面正方形で比較的短小な
角パイプ7を土台5中に埋め込んで形成されてい
る。この支柱取付穴6は、支柱8を新規に立設す
るときには角パイプ7を別途に埋め込んで形成さ
れるが、既設の支柱を新しいものに取り替える際
には第7図に示すように該支柱8′を根元付近
(符号L−L′線)で切断して土台5側に残つてい
る角パイプの内部空所を使用する。 The column mounting hole 6 is formed by embedding a relatively short square pipe 7 with a square cross section into the base 5. When installing a new post 8, this post mounting hole 6 is formed by separately embedding a square pipe 7, but when replacing an existing post with a new one, the post 8 is formed as shown in FIG. ' is cut near the root (L-L' line) and the internal space of the square pipe remaining on the base 5 side is used.
新しく立設される支柱8は、この実施例では横
断面正方形の角パイプが使用されている。 In this embodiment, a square pipe with a square cross section is used as the newly erected support column 8.
継手本体1の縦棒材11は、この実施例では羽
根板ボルトが使用されている。即ち、この縦棒材
11はその上部が雄ネジを形成したボルト部12
となつており、該ボルト部12の下端に下方に延
出する羽根板13が一体に形成されている。羽根
板13にはその下部寄り部分に軸挿通用の穴14
が形成されている。 In this embodiment, a wing plate bolt is used as the vertical bar member 11 of the joint body 1. That is, this vertical bar member 11 has a bolt portion 12 formed with a male thread at its upper part.
A wing plate 13 extending downward is integrally formed at the lower end of the bolt portion 12. The blade plate 13 has a hole 14 for shaft insertion in its lower part.
is formed.
一対の衝合部材16,16は、相互に同形に形
成されており、外周に円周の約1/3の長さ範囲を
もつ突形の円弧状面17を形成した略扇形の板材
(板厚=約4mm)で形成されている。この衝合部
材16の円弧状面17にはその全長範囲に亘つて
滑り止め用のギヤ状小凹凸部18が刻設されてい
る。 The pair of abutting members 16, 16 are formed to have the same shape as each other, and are substantially fan-shaped plates (plates) with a protruding arcuate surface 17 having a length range of about 1/3 of the circumference on the outer periphery. It is formed with a thickness of approximately 4 mm). The arcuate surface 17 of the abutment member 16 is provided with gear-shaped small unevenness portions 18 for preventing slipping over its entire length.
この一対の衝合部材16,16は、前記羽根板
13の表裏各側に各円弧状面17がそれぞれ左右
外側に向く姿勢でしかも各円弧状面17,17の
中心P1,P2より所定の寸法T(第2図)だけ下側
に偏心させた位置(符号Q)を1本の軸20でそ
れぞれ上下方向(矢印R,R′又は矢印S,S′方
向)に弧回動自在に軸着されている。従つてこの
各衝合部材16,16においては、その軸着部
(第2図の符号Q)から円弧状面17まで距離が
下方側から上方側に移動するにつれて漸増するよ
うになつている。そして、この衝合部材16が縦
棒材11に対して軸20を中心として上方から下
方(矢印S,S′方向)に弧回動するにつれて円弧
状面17の、縦棒材11に対する垂直方向の出幅
W,Wが漸次増加する方向に変化するようになつ
ている。 The pair of abutting members 16, 16 have arcuate surfaces 17 on each side of the vane plate 13 facing left and right outward, respectively, and are located at predetermined positions from the centers P1 , P2 of the respective arcuate surfaces 17,17. The position (code Q) eccentrically downward by the dimension T (Fig. 2) can be rotated in an arc in the vertical direction (in the direction of arrows R, R' or arrows S, S') using one shaft 20. It is attached to the shaft. Therefore, in each of the abutting members 16, 16, the distance from the shaft attachment portion (reference numeral Q in FIG. 2) to the arcuate surface 17 gradually increases as the distance moves from the lower side to the upper side. As this abutment member 16 rotates in an arc from above to below (in the direction of arrows S and S') with respect to the vertical bar 11 about the axis 20, the arcuate surface 17 moves in a direction perpendicular to the vertical bar 11. The output widths W, W of the curves are arranged to gradually increase.
この各衝合部材16,16は、それぞれ上方
(矢印R,R′方向)に旋回している状態では各円
弧状面17,17間の間隔(第2図の2Wの間隔)
が支柱取付穴6の内径より小さくなつて例えばば
第4図に示すように継手本体1の下部を該支柱取
付穴6内に差し込み可能となり、又これとは逆に
下方(矢印S,S′方向)に旋回している状態では
各円弧状面17,17間の間隔(2Wの間隔)が
支柱取付穴6の内径より大きくなるようにその大
きさ及び軸着位置が決められている。 When the abutting members 16, 16 are turned upward (in the directions of arrows R and R'), the distance between the arcuate surfaces 17, 17 (the distance of 2W in FIG. 2) is
is smaller than the inner diameter of the column mounting hole 6, so that the lower part of the joint body 1 can be inserted into the column mounting hole 6, as shown in FIG. The size and pivoting position are determined so that the distance between the respective arcuate surfaces 17 (a distance of 2W) is larger than the inner diameter of the support column mounting hole 6 when the support is pivoted in the direction (direction).
又この各衝合部材16,16は、それぞれフツ
クバネ24,24によつて下方側に弧回動する方
向(矢印S,S′方向)に付勢されている。尚、こ
のフツクバネ24は、衝合部材16が第2図に示
すように円弧状面17の出幅Wがほぼ最大になる
位置まで下方側に旋回せしめられたときにそのバ
ネ付勢力がなくなり、該衝合部材16がそれ以上
不必要に下方(矢印S,S′方向)に旋回しないよ
うになつている。 The abutting members 16, 16 are biased by hook springs 24, 24, respectively, in the direction of downward arc rotation (in the direction of arrows S and S'). The hook spring 24 loses its spring biasing force when the abutment member 16 is turned downward to the position where the protruding width W of the arcuate surface 17 is approximately at its maximum as shown in FIG. The abutting member 16 is prevented from turning any further downward (in the direction of arrows S and S') unnecessarily.
台座2は、支柱取付穴6(角パイプ7)の上部
を被覆する面積をもつ円形の逆容器形に形成され
ており、その中央部にはボルト部12を上下に挿
通するための穴21が形成されている。 The pedestal 2 is formed into a circular inverted container shape with an area that covers the upper part of the column mounting hole 6 (square pipe 7), and has a hole 21 in the center thereof for vertically inserting the bolt part 12. It is formed.
接続部材4は、立設される支柱8の内形よりわ
ずかに小さい平面形状を有する略直方体状のブロ
ツク材40が使用されている。この接続部材4の
中央部には継手本体1の縦棒材11を上下に挿通
させるための穴41が貫通形成されている。又ブ
ロツク材40の一側面には上記穴41に達する切
溝42が形成されている。この切溝42で区画さ
れている一方の側壁(第1側壁)43には上下2
箇所にネジ穴45,45が形成されている。ブロ
ツク材40におけるネジ穴45,45形成側側面
の対向側の側面には縦方向に削肉部46が形成さ
れていて、切溝42で区画されている反ネジ穴形
成側の側壁(第2側壁)44部分が第1側壁43
に対して若干幅だけ近接・離間方向に弾性変形可
能となつている。 As the connecting member 4, a substantially rectangular parallelepiped block material 40 having a planar shape slightly smaller than the inner shape of the supporting column 8 to be erected is used. A hole 41 is formed in the center of the connecting member 4 to allow the vertical bar 11 of the joint body 1 to pass through the hole 41 vertically. Further, a cut groove 42 reaching the hole 41 is formed on one side of the block material 40. One side wall (first side wall) 43 partitioned by this kerf 42 has two upper and lower sides.
Screw holes 45, 45 are formed at the locations. A thinning section 46 is formed in the vertical direction on the side surface of the block material 40 opposite to the side surface on which the screw holes 45, 45 are formed, and the side wall on the side opposite to the screw hole formation side (second side wall) 44 portion is the first side wall 43
It can be elastically deformed in the direction toward and away from the body by a slight width.
新設される支柱8の下方部一側面には上記ネジ
穴45,45に向けてボルト50,50を螺入す
るためのビス通孔51,51が形成されている。
このビス通孔51,51は縦長の長穴となつてお
り、該長穴の範囲内で支柱8を上下に位置調整し
得るようになつている。 Screw through holes 51, 51 for screwing bolts 50, 50 into the screw holes 45, 45 are formed in one side of the lower part of the newly installed column 8.
The screw holes 51, 51 are vertically elongated holes, and the support column 8 can be vertically adjusted within the range of the elongated holes.
この支柱継ぎ足し装置は、次のようにして使用
される。例えば第7図に示すように既設の支柱
8′に替えて新しい支柱を取付ける際には、該既
設の支柱8′をその根元部分(符号L−L′線)で
切断してその上方部分を取り除く(土台5中に内
部に支柱取付穴6が形成されている角パイプ7が
残つている)。継手本体1の各衝合部材16,1
6は、その自然状態ではフツクバネ24,24に
よつて下方(第2図の矢印S,S′方向)に付勢さ
れて第2図に示す姿勢に維持されている。尚、継
手本体1の自然状態では各衝合部材16,16の
外端部(円弧状面17,17)間の間隔(2W)
が支柱取付穴6の内径より大きくなつている。そ
してこの継手本体1は、縦棒材11を握つてその
下方部分を支柱取付穴6内の適宜深さ位置まで差
し込む。このとき、各衝合部材16,16はその
各円弧状面17,17が支柱取付穴6の口縁に衝
合するため、フツクバネ24,24に抗して上方
(矢印R,R′方向)に弧回動せしめられ、該各円
弧状面17,17が支柱取付穴6の内面6aに摺
接しながら下動する。尚、このとき、各衝合部材
16,16は第5図に示すように支柱取付穴6の
相互に対向する角部に位置させるようにすれば安
定性が良くなる。そして継手本体1の差し込み状
態(第4図)では、各衝合部材16,16がフツ
クバネ24,24によつて外側に付勢されている
ことにより、各円弧状面17,17がそれぞれ支
柱取付穴6の内面6aに適度の圧力で押し付けら
れている。次に縦棒材11の上方からその外側に
台座2を嵌合させ、続いて接続部材4を縦棒材1
1に嵌合させる。そして、縦棒材11のネジ部1
2にネジ部材3を螺合進入させ、該ネジ部材3の
下面が接続部材4の上面に当接した後、さらにネ
ジ部材3を進入させると縦棒材11が接続部材4
及び台座2に対して上動せしめられるようにな
る。そのとき、両衝合部材16,16は、その各
円弧状面17,17が支柱取付穴内面に圧接され
しかも円弧状面17に滑り止め用の小凹凸部18
が形成されているので支柱取付穴6の内面6aに
対して摺動することなく下方(第2図の矢印S,
S′方向)に弧回動するようになる。すると各衝合
部材16,16の外端面間の間隔(円弧状面1
7,17の間隔)が漸次大きくなつていき、支柱
取付穴6内で該両衝合部材16,16が相互に突
つ張り合つて継手本体1、台座2及び接続部材4
が強固に固定されるようになる。そして次に、接
続部材4の外側に支柱8の下部を外嵌合させ、支
柱8下部のビス通孔51,51と接続部材4側の
ネジ穴45,45とを重合させて該ビス通孔5
1,51を通してボルト50,50をネジ穴4
5,45に螺入緊締させる。このとき第6図に示
すようにボルト50の先端50aでブロツク材4
0の第2側壁44を押圧して切溝42の間隔を若
干拡げるようになり、該ブロツク材40の2つの
側壁43,44が支柱8の内面間で相互に突つ張
り合つて接続部材4と支柱8とが強固に固定され
るようになる。 This strut addition device is used in the following manner. For example, as shown in FIG. 7, when installing a new column in place of an existing column 8', cut the existing column 8' at its base (line L-L') and cut the upper section. (The square pipe 7 with the support mounting hole 6 formed inside remains in the base 5.) Each abutment member 16, 1 of the joint body 1
6 is in its natural state biased downward (in the direction of arrows S and S' in FIG. 2) by hook springs 24, 24 and maintained in the posture shown in FIG. In addition, in the natural state of the joint body 1, the distance (2W) between the outer ends (arc-shaped surfaces 17, 17) of each abutment member 16, 16 is
is larger than the inner diameter of the post mounting hole 6. In this joint body 1, the vertical bar 11 is grasped and its lower portion is inserted into the support mounting hole 6 to an appropriate depth. At this time, each of the abutting members 16, 16 has its respective arcuate surfaces 17, 17 abutting against the mouth edge of the post mounting hole 6, so that the abutting members 16, 16 move upward (in the direction of arrows R, R') against the hook springs 24, 24. The respective arcuate surfaces 17, 17 move downward while slidingly contacting the inner surface 6a of the column mounting hole 6. At this time, stability can be improved by positioning the abutting members 16, 16 at mutually opposing corners of the column mounting hole 6, as shown in FIG. When the joint body 1 is inserted (FIG. 4), the respective abutting members 16, 16 are urged outward by the hook springs 24, 24, so that the respective arcuate surfaces 17, 17 are attached to the struts. It is pressed against the inner surface 6a of the hole 6 with appropriate pressure. Next, the pedestal 2 is fitted from above to the outside of the vertical bar 11, and then the connecting member 4 is fitted onto the vertical bar 11.
1. Then, the threaded portion 1 of the vertical bar 11
2, and after the lower surface of the screw member 3 comes into contact with the upper surface of the connecting member 4, when the screw member 3 is further advanced, the vertical bar 11 connects with the connecting member 4.
and can be moved upward relative to the pedestal 2. At this time, the respective arcuate surfaces 17, 17 of the abutting members 16, 16 are pressed against the inner surface of the column mounting hole, and the arcuate surfaces 17 have small uneven portions 18 for preventing slipping.
is formed so that it does not slide against the inner surface 6a of the column mounting hole 6 and can be moved downward (arrow S in
S′ direction). Then, the distance between the outer end surfaces of each of the abutment members 16, 16 (arc-shaped surface 1
7, 17) gradually increases, and the two abutting members 16, 16 push against each other in the post mounting hole 6, and the joint body 1, pedestal 2, and connecting member 4
becomes firmly fixed. Next, the lower part of the column 8 is externally fitted to the outside of the connecting member 4, and the screw holes 51, 51 at the lower portion of the column 8 are overlapped with the screw holes 45, 45 on the connecting member 4 side. 5
1, 51 and screw bolts 50, 50 into screw holes 4
5, 45 and tighten. At this time, as shown in FIG.
The second side wall 44 of the block material 40 is pressed to slightly widen the gap between the grooves 42, and the two side walls 43 and 44 of the block material 40 are pushed against each other between the inner surfaces of the support column 8, and the connecting member 4 and the support column 8 are now firmly fixed.
このように、図示実施例の支柱継ぎ足し装置を
使用すると、比較的簡単な作業で支柱8を支柱取
付穴6上に継ぎ足し固定することができる。又、
このようにして立設固定された支柱8を何年か経
た後に新しいものに取り替える場合には、継手本
体1をそのまま支柱取付穴6に固定した状態で支
柱8のみを取り替えればよい。 In this manner, by using the strut addition device of the illustrated embodiment, it is possible to add and fix the strut 8 onto the strut mounting hole 6 with a relatively simple operation. or,
If the column 8 that has been erected and fixed in this manner is to be replaced with a new one after several years, it is sufficient to replace only the column 8 with the joint body 1 fixed in the column mounting hole 6 as it is.
尚、上記実施例では、接続部材4はネジ部材3
による継手本体1の固定と同時に縦棒材11に固
定するようにしているが、他の実施例では、ネジ
部材3は直接台座2の上面を押圧するようにして
継手本体1を固定し、接続部材4は別途適宜の方
法で継手本体1の縦棒材11に固定するようにし
てもよく、又接続部材4は、継手本体1と支柱8
を接続し得る構造のものであれば適宜の形状のも
のを採用することが可能である。 In the above embodiment, the connecting member 4 is the screw member 3.
However, in other embodiments, the screw member 3 directly presses the upper surface of the pedestal 2 to fix the joint body 1 and connect it. The member 4 may be separately fixed to the vertical bar 11 of the joint body 1 by an appropriate method, and the connecting member 4 may be fixed to the vertical bar 11 of the joint body 1 and the support 8.
Any suitable shape can be used as long as it has a structure that allows connection of the two.
又、上記実施例では、支柱取付穴6は角パイプ
7の内部空所を利用しているが、他の実施例では
第8図に示すように土台5(例えばコンクリート
ブロツク製)に直接形成されている支柱取付穴
6′をそのまま利用することも可能である。 Further, in the embodiment described above, the support mounting hole 6 utilizes the internal space of the square pipe 7, but in other embodiments, the support mounting hole 6 is formed directly in the base 5 (for example, made of concrete block) as shown in FIG. It is also possible to use the post mounting holes 6' as they are.
(考案の効果)
本考案の支柱継ぎ足し装置は、継手本体1の下
部を支柱取付穴6内に差し込み且つ台座2を縦棒
材11に嵌装した状態で縦棒材11のネジ部12
にネジ部材3を螺合進入させることにより、両衝
合部材16,16の各外端部(円弧状面17,1
7)間の間隔が大きくなつて該衝合部材16,1
6が支柱取付穴6内で相互に突つ張り合つて継手
本体1を支柱取付穴6に固定させることができ、
その固定された継手本体1に接続部材4を介して
新設すべき支柱8の下部を接続することによつて
支柱取付穴6上に支柱8を継ぎ足すことができる
ようになつているので、新設すべき支柱8の設置
作業を簡単に行うことができ、しかもこの支柱継
ぎ足し装置を使用すれば、土台5上に初めて支柱
8を立設する際ばかりでなく、既設の支柱を新し
い支柱に取り替える際にも簡単な作業(既設の支
柱を土台の根元から切断する)で行うことができ
るという効果がある。(Effects of the Invention) The prop addition device of the present invention has a structure in which the lower part of the joint body 1 is inserted into the column mounting hole 6 and the pedestal 2 is fitted into the vertical bar 11.
By screwing the screw member 3 into the two abutting members 16, 16, the respective outer ends (arc-shaped surfaces 17, 1
7) The gap between the abutting members 16, 1 is increased.
6 butt against each other in the post mounting hole 6, so that the joint body 1 can be fixed to the post mounting hole 6,
By connecting the lower part of the newly installed column 8 to the fixed joint body 1 via the connecting member 4, it is possible to add the column 8 above the column mounting hole 6. You can easily install the pillars 8 that need to be installed, and by using this pillar addition device, you can not only install the pillars 8 on the foundation 5 for the first time, but also when replacing the existing pillars with new ones. This has the advantage that it can be done with a simple task (cutting the existing pillars from the base of the foundation).
第1図は本考案の実施例にかかる支柱継ぎ足し
装置の斜視図、第2図及び第3図はそれぞれ第1
図の及び矢視図、第4図は第1図の支柱継ぎ
足し装置の組付状態を示す縦断面図、第5図及び
第6図はそれぞれ第4図の−及び−断面
図、第7図及び第8図はそれぞれ第1図の支柱継
ぎ足し装置の使用方法説明図である。
1……継手本体、2……台座、3……ネジ部
材、4……接続部材、5……土台、6……支柱取
付穴、8……支柱、11……縦棒材、12……ネ
ジ部、16……衝合部材、17……円弧状面、2
4……フツクバネ。
FIG. 1 is a perspective view of a strut addition device according to an embodiment of the present invention, and FIGS.
4 is a vertical cross-sectional view showing the installed state of the strut addition device shown in FIG. 1, FIGS. 5 and 6 are cross-sectional views of FIG. and FIG. 8 are explanatory diagrams of how to use the strut addition device shown in FIG. 1, respectively. 1... Joint body, 2... Pedestal, 3... Screw member, 4... Connection member, 5... Base, 6... Support mounting hole, 8... Support column, 11... Vertical bar material, 12... Threaded portion, 16...Abutment member, 17...Circular surface, 2
4...Futsuku spring.
Claims (1)
部に、土台などに設けられた支柱取付穴6内に挿
入されたときに該支柱取付穴6の内面に衝接する
突形の円弧状面17を有する一対の衝合部材1
6,16を、前記縦棒材11を中心として前記円
弧状面17がそれぞれ左右外方に向く姿勢で上下
方向に弧回動可能なる如くしてしかも前記各衝合
部材16,16の円弧状面17,17が縦棒材1
1に対して上方から下方に向けて弧回動されたと
き両円弧状面17,17間における縦棒材11の
直交方向の最大部分の間隔が前記支柱取付穴6の
内径より小さい状態から該支柱取付穴6の内径を
越えて大きくなる範囲まで増大する方向に変化す
る如くしてさらに該各円弧状面17,17が上方
から下方に向けて弧回動せしめられる方向に付勢
された状態で軸着してなる継手本体1と、該継手
本体1の縦棒材11を上下に挿通する穴21を有
し且つ前記支柱取付穴6の上部を被覆し得る面積
をもつ台座2と、前記継手本体1の下部を前記支
柱取付穴6内に差し込み且つ縦棒材11に台座2
を嵌挿した状態で前記縦棒材11のネジ部12に
螺合進入させることによつて前記縦棒材11を台
座2に対して上動せしめる如く作用するネジ部材
3と、前記縦棒材11の上部側に支柱8の下端部
を接続するための接続部材4とを備えて構成され
ていることを特徴とする支柱継ぎ足し装置。 A protruding arc-shaped surface that collides with the inner surface of the post mounting hole 6 when inserted into the post mounting hole 6 provided in a base etc. is attached to the lower part of the vertical bar 11 having a threaded portion 12 formed on the upper side. A pair of abutment members 1 having 17
6 and 16 are configured so that they can be rotated in an arc in the vertical direction with the arcuate surfaces 17 facing outward to the left and right, respectively, about the vertical bar 11, and the arcuate shape of each of the abutting members 16, 16 is Surfaces 17, 17 are vertical bars 1
When the longitudinal bar 11 is rotated in an arc from above to below with respect to 1, the distance between the maximum part of the vertical bar 11 in the orthogonal direction between the two arcuate surfaces 17 and 17 is smaller than the inner diameter of the column mounting hole 6. The state in which the respective arcuate surfaces 17, 17 are further biased in a direction in which the arcuate surfaces 17, 17 are rotated in an arc from above to below as the pressure changes in an increasing direction to a range that exceeds the inner diameter of the column mounting hole 6. a joint main body 1 which is pivotally attached to the joint main body 1; Insert the lower part of the joint body 1 into the support mounting hole 6 and attach the pedestal 2 to the vertical bar 11.
a screw member 3 that acts to move the vertical bar 11 upward relative to the pedestal 2 by screwing into the threaded portion 12 of the vertical bar 11 in a state in which the vertical bar 11 is fitted; 1. A strut addition device comprising: a connecting member 4 for connecting a lower end of a strut 8 to an upper side of the strut 11;
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16843986U JPH0344925Y2 (en) | 1986-10-30 | 1986-10-30 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16843986U JPH0344925Y2 (en) | 1986-10-30 | 1986-10-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6373458U JPS6373458U (en) | 1988-05-16 |
| JPH0344925Y2 true JPH0344925Y2 (en) | 1991-09-20 |
Family
ID=31101320
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16843986U Expired JPH0344925Y2 (en) | 1986-10-30 | 1986-10-30 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0344925Y2 (en) |
-
1986
- 1986-10-30 JP JP16843986U patent/JPH0344925Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6373458U (en) | 1988-05-16 |
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