JPH0530352U - Concrete form supporting rod - Google Patents

Concrete form supporting rod

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Publication number
JPH0530352U
JPH0530352U JP8476591U JP8476591U JPH0530352U JP H0530352 U JPH0530352 U JP H0530352U JP 8476591 U JP8476591 U JP 8476591U JP 8476591 U JP8476591 U JP 8476591U JP H0530352 U JPH0530352 U JP H0530352U
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JP
Japan
Prior art keywords
pipe
base
pin
male screw
elongated hole
Prior art date
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JP8476591U
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Japanese (ja)
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JP2570456Y2 (en
Inventor
進 亀井
Original Assignee
ホーシンプロダクト株式会社
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Abstract

(57)【要約】 【目的】 コンクリート型枠支保杆の軽量化と伸縮部分
の耐久性向上。 【構成】 受け板(31)を先端に取付け軸線方向に複数の
ピン穴(33)を穿設した内管(30)の基部が外管(10)の基部
へ可摺動に嵌合し、該ピン穴へセットされる連結ピン(4
0)を可摺動に受容する軸線方向の長穴(12)が外管に開設
され、内面全長に雌ネジ(21)を刻設した連結管(20)に螺
合すべき雄ネジ(15)が外管基部の端(11)から離隔し且つ
長穴(12)に隣接して設けてあり、 該長穴から外方へ突出
した連結ピンの両端部(41)を受支する肉厚部(22)が連結
管の基部に設けてあって、 該肉厚部を回すことにより連
結ピンを介して内管(30)が外管(10)から直線的に出退す
る構成であり、 前記長穴(12)により規制される上下限位
置の間を連結管(20)が昇降する際、 その位置の如何によ
らず雄ネジ(15)が該連結管により完全に被覆され外部に
対し保護された状態を保つ。 【効果】 アルミニウム材製のものであっても耐久性良
好。
(57) [Summary] [Purpose] To reduce the weight of concrete formwork support rods and improve the durability of stretchable parts. [Structure] The base of the inner pipe (30) with the receiving plate (31) attached to the tip and a plurality of pin holes (33) drilled in the axial direction slidably fits to the base of the outer pipe (10), Connecting pin (4
(0) is slidably received in the axial direction (12) in the outer pipe, and the male pipe (15) to be screwed into the connecting pipe (20) with the female screw (21) engraved on the entire inner surface is installed. ) Is provided apart from the end (11) of the outer pipe base and adjacent to the elongated hole (12), and the wall thickness for receiving both ends (41) of the connecting pin protruding outward from the elongated hole The portion (22) is provided at the base of the connecting pipe, and the inner pipe (30) is linearly withdrawn from the outer pipe (10) via the connecting pin by turning the thick portion, When the connecting pipe (20) moves up and down between the upper and lower limit positions regulated by the elongated hole (12), the male screw (15) is completely covered by the connecting pipe regardless of its position and Stay protected. [Effect] Good durability even if made of aluminum.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、端太材を介して型枠を支承すべく先端に受け板を取り付けた内管の 基部が、地面等へ接当させるべき座板を先端に取り付けた外管の基部へ摺動可能 に嵌合させられ、ネジ機構およびピンにより両基部が相対的に伸縮可能かつ相対 的位置関係を固定可能に連結されてなるコンクリート型枠支保杆に関する。 According to the present invention, the base portion of the inner pipe having the receiving plate attached to the tip to support the form via the thick end material slides to the base portion of the outer pipe having the seat plate to be brought into contact with the ground. The present invention relates to a concrete form supporting rod which is fitted as much as possible, and has both base portions relatively expandable and contractable by a screw mechanism and a pin so that a relative positional relationship can be fixed.

【0002】[0002]

【従来の技術】[Prior Art]

従来この種の支保杆は一般に鋼材で製作され、その外管の基部外周面へ雄ネジ を切り、該雄ネジ部へは、内周面に雌ネジを切った短い操作リングを螺着し、内 管の外周面からはピンを突設すると共に、該雄ネジ部に軸線方向に沿って穿設し た長穴から突出している該ピンの先端部は前記操作リングの端部周縁に受支させ るという構成であった。 Conventionally, this type of supporting rod is generally made of steel material, and a male thread is cut on the outer peripheral surface of the base of the outer tube, and a short operating ring having a female thread on the inner peripheral surface is screwed to the male thread portion. A pin projects from the outer peripheral surface of the inner pipe, and the tip of the pin protruding from an elongated hole formed along the axial direction of the male screw part is supported on the peripheral edge of the end of the operating ring. It was a configuration to let.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし、この構成にあっては、外管の雄ネジ部を縦断する状態に長穴が切って あり、 しかも該雄ネジ部は部分的に操作リングで被覆されるに過ぎず、 常に大部 分が外部に露出した状態を呈するものであった。 従って、 コンクリート型枠の隙 間から落下するモルタル等が該ネジ部で凝固し、特に長穴の端縁とネジ山との境 界部では凝固したモルタル等がネジ山を破損させる恐れが大であり、 以降の正常 な使用を妨げることが多かった。 そして当該伸縮構造部のみの取り替えは不可能 であるから、外管および内管を含めた型枠支保杆全体を新しいものに取り替えね ばならず、コンクリート打設工事のコストを増大させる一因となっていた。 However, in this configuration, the long hole is cut in a state of longitudinally cutting the male screw portion of the outer pipe, and the male screw portion is only partially covered with the operating ring, and the large portion is always present. Was exposed to the outside. Therefore, mortar that falls from the space of the concrete form will solidify at the threaded portion, and especially at the boundary between the edge of the long hole and the thread, the solidified mortar may damage the thread. Yes, and often prevented normal use thereafter. Since it is not possible to replace only the expansion and contraction structure part, it is necessary to replace the entire formwork support rod including the outer pipe and the inner pipe with a new one, which is one of the factors that increase the cost of concrete placing work. Was becoming.

【0004】 従って本考案の課題は、外管基部の、雌ネジを刻設した外周へ後記の如き適切 な長さの連結管を螺合し、該連結管の一端の肉厚部で両端を支承される連結ピン が内管のピン穴へ密嵌合し且つ外管の軸線方向の長穴へ摺動自在に嵌合していて 、該ピン、従って内管、が上下限および中間の如何なる位置にあっても前記雄ネ ジが連結管により完全に被覆された状態を保つ構成とすることによって、従来の 支保杆伸縮構造が有していた諸問題点を一挙に解消することにある。これにより 、鋼材製のみならず軽量のアルミニウ材製の支保杆であっても、その耐久性を高 め得る構成のものを提供せんとするものである。Therefore, an object of the present invention is to screw a connecting pipe of an appropriate length as described below to the outer periphery of the outer pipe base on which the female screw is engraved, and to connect both ends at the thick portion at one end of the connecting pipe. The coupling pin to be supported is closely fitted in the pin hole of the inner pipe and slidably fitted in the elongated hole of the outer pipe in the axial direction, and the pin, and therefore the inner pipe, has any one of the upper and lower limits and the middle. Even if the male rod is in the position, the problem that the conventional support rod expansion and contraction structure has is solved all at once by making the male pipe completely covered with the connecting pipe. As a result, even if the supporting rod is made of not only steel but also lightweight aluminum, it is possible to provide a structure that can enhance its durability.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

この目的を達成すべくなされた本考案のコンクリート型枠支保杆は、 内管、外 管、連結管ならびに連結ピンで構成され、詳しくは該内管に軸線方向に適宜間隔 をおいて複数のピン穴が穿設され、 該ピン穴へ選択的セット可能な連結ピンが、 外管の雄ネジ部と端部との間に穿設した長穴へ摺動自在に嵌合させられ、該長穴 から外方へ突出した該連結ピンの両端が連結管端部の肉厚部に支承された状態で 、該連結管を回転させることにより、 該連結ピンを介し内管が上下限位置間でテ レスコピックに出退させられる際に、前記雄ネジ部が常に連結管により被覆され た状態を保ち、 該部位においては3重管をなす構成である。 The concrete formwork support rod of the present invention made to achieve this object is composed of an inner pipe, an outer pipe, a connecting pipe and a connecting pin. More specifically, a plurality of pins are provided on the inner pipe at appropriate intervals in the axial direction. A connecting pin, which has a hole formed therein and which can be selectively set in the pin hole, is slidably fitted into an elongated hole formed between the male screw portion and the end portion of the outer pipe. With the both ends of the connecting pin projecting outward from the bearing being supported by the thick portion of the end of the connecting pipe, the connecting pipe is rotated to move the inner pipe between the upper and lower limit positions through the connecting pin. When the male screw portion is retracted and retracted, the male screw portion is always covered with the connecting pipe, and a triple pipe is formed at this portion.

【0006】 詳しくは、端太材を介しコンクリート型枠を支承すべく先端に受け板を取り付 けた内管の基部が、先端に座板を取り付けた外管の基部へ摺動可能に嵌合させら れ、ネジ機構およびピンにより両基部が相対的に伸縮可能かつ相対的位置関係を 固定可能に連結されていることは従来同様であるが、本考案においては、前記内 管に軸線方向に適宜間隔をおき穿設された複数のピン穴へ選択的セット可能な連 結ピンが、 前記外管の基部にその端に隣接し対向して穿設された1対の軸線方向 の長穴へ両端を外方へ突出して摺動自在に嵌合させられ、 前記外管には前記の端 から離隔した側の前記長穴の端に隣接して雄ネジが刻設されていると共に、 連結 ピンが長穴により規制される上下限位置間で移動しうるよう前記雄ネジよりも十 分に長い連結管の内面には全長に亙って雌ネジが刻設されていて、 該連結管の、 前記外管の端に向いた側の基部には半径方向外方へ隆起した肉厚部が設けてあり、 前記連結ピンの両端を受支した該肉厚部を回転させることにより該ピンを介し 前記内管を、前記長穴により規制される上限位置と下限位置との間で摺動させる 構成である。[0006] Specifically, the base of the inner pipe, which has a backing plate attached to the tip to support the concrete formwork through the thick ends, is slidably fitted to the base of the outer pipe having a seat plate attached to the tip. However, it is the same as the prior art that both bases are relatively expandable and contractable and the relative positional relationship is fixed by the screw mechanism and the pin, but in the present invention, in the present invention, the inner pipe is axially extended. Connecting pins that can be selectively set in a plurality of pin holes that are bored at appropriate intervals are provided in a pair of axial elongated holes that are bored adjacent to the base of the outer tube, adjacent to its ends, and facing each other. Both ends are projected outward and are fitted slidably, and a male screw is engraved on the outer tube adjacent to the end of the elongated hole on the side separated from the end, and a connecting pin So that it can be moved between the upper and lower limit positions regulated by the slotted holes. A female thread is engraved over the entire length on the inner surface of the longer connecting pipe, and the base portion of the connecting pipe on the side facing the end of the outer pipe has a wall thickness protruding outward in the radial direction. A portion is provided, and by rotating the thick portion that supports both ends of the connecting pin, the inner pipe is slid through the pin between the upper limit position and the lower limit position regulated by the elongated hole. It is a composition to move.

【0007】 そして、このような本考案のコンクリート型枠支保杆にあっては、連結管および 内管の摺動の際に、 前記雄ネジが常に連結管により被覆された状態を保つべき相 対的寸法関係を、該連結管、 前記長穴ならびに雄ネジに対し賦与してあることが 重要である。なお、外管および連結管についての「基部」とは内管に向かった側 の部分を指し、内管についての「基部」とは外管および連結管に向かった側の部 分を指す。In the concrete form supporting rod of the present invention, the male screw should always be kept covered by the connecting pipe when the connecting pipe and the inner pipe slide. It is important that a specific dimensional relationship is given to the connecting pipe, the slot and the male screw. The "base" of the outer pipe and the connecting pipe refers to the part facing the inner pipe, and the "base" of the inner pipe refers to the part facing the outer pipe and the connecting pipe.

【0008】 上記本考案の支保杆は、その製作上の便宜を考慮すれば、外管上部に形成され る長穴と雄ネジとに亙る部分は内管主要部とは別体の短管として別途製作し、こ れを該主要部へ嵌合して溶接、たとえば点溶接により接合すれば便利である。な お、該短管の雄ネジ部分は内管外周面から適宜突出するものであるから、該雄ネ ジ部よりも下方の部分を内管へ内挿する構成とすれば、使用中における上方から の荷重を肩状の該雄ネジに受支させることができ好都合である。In consideration of manufacturing convenience, the supporting rod of the present invention is such that the portion extending from the elongated hole formed in the upper portion of the outer pipe to the male screw is a short pipe separate from the main portion of the inner pipe. It is convenient to manufacture them separately and fit them to the main part and weld them, for example, join them by spot welding. Since the male threaded portion of the short pipe protrudes appropriately from the outer peripheral surface of the inner pipe, if the portion lower than the male screw portion is inserted into the inner pipe, it will not move upward during use. It is convenient that the load from the can be received by the shoulder-shaped male screw.

【0009】 同様に前記連結管の肉厚部は、リング状片を別途作製のうえ連結管本体部へ外 挿し溶接、たとえばタップ溶接すれば製作容易である。そして、連結管を回すた めの外力を受ける手段としては、操作ハンドルを肉厚部外周に枢着し、あるいは 肉厚部外周面の形状をナットの如き多角形とすること、等々の任意の形態をとる ことができる。Similarly, the thick portion of the connecting pipe can be easily manufactured by separately manufacturing a ring-shaped piece and externally welding the ring-shaped piece to the connecting pipe main body, for example, tap welding. As means for receiving an external force for turning the connecting pipe, the operation handle may be pivotally attached to the outer periphery of the thick portion, or the outer peripheral surface of the thick portion may be formed into a polygonal shape such as a nut. It can take the form.

【0010】 さらに、前記内管は単一のパイプであってもよいが、地面等(或は先行作業に おいて既に打設硬化ずみのコンクリート表面を含む)と型枠との間の間隔の大小 に適応すべく、該内管自身もテレスコピック式の2重管構造とすることができる 。これは外管についても同様である。Further, although the inner pipe may be a single pipe, the gap between the mold and the ground (or including the concrete surface which has already been hardened by casting in the preceding work) and the formwork The inner tube itself may have a double tube structure of a telescopic type in order to adapt to the size. This also applies to the outer tube.

【0011】[0011]

【作用】[Action]

本考案は、このような構成としたものであるから、内管先端の受け板と外管先 端の座板との間の距離が、前述の型枠・地面間の距離よりも若干小となるよう、 内管の複数個のピン穴の中から適切な位置のものを選んで連結ピンを差し込みセ ットするという操作を先ず行う。次いでこの支保杆を型枠・地面間に位置させ、 たとえば前記の操作ハンドルを回すことにより連結管を回転させると、該連結間 肉厚部の端面が連結ピンを長穴内で摺動させつつ押し上げるため、内管が外管か ら直線的に押し出され、型枠は当該支保杆により地面へ揺らぎなく支持されるこ とになる。 その際、連結ピンは長穴により上下限位置を規制されているため、内 管が上方へ不測に離脱する恐れは全くない。特に、外管外面の雄ネジは連結管に より常時完全に保護されているから、従来のように落下モルタルが凝固している にも拘わらず無理締めするという事態は回避され、従って該凝固モルタルにより ネジ山が損壊するという恐れが全くない。 Since the present invention has such a configuration, the distance between the receiving plate at the tip of the inner pipe and the seat plate at the tip of the outer pipe is slightly smaller than the above-mentioned distance between the mold and the ground. First, select the proper position from the multiple pin holes of the inner tube, insert the connecting pin, and set. Next, when this supporting rod is positioned between the formwork and the ground, and the connecting pipe is rotated by turning the operation handle, for example, the end face of the thick portion between the connecting parts pushes up the connecting pin while sliding the connecting pin in the elongated hole. Therefore, the inner pipe is pushed out linearly from the outer pipe, and the supporting frame holds the formwork on the ground without shaking. At that time, since the upper and lower limit positions of the connecting pin are restricted by the long holes, there is no possibility that the inner pipe will accidentally come off upward. In particular, since the male screw on the outer surface of the outer pipe is always completely protected by the connecting pipe, it is possible to avoid the conventional situation of forcibly tightening the falling mortar despite the solidification of the falling mortar. There is no risk of damaging the threads.

【0012】 更に、 ネジ山が被覆されているため、 仮に粗雑な作業がなされても外部からの 衝撃が該ネジ山へ直接的に加えられることはなく、 該ネジ部は完全に保護された 状態を保つ。 そのため、鋼材よりも比較的軟質のアルミニウム材を用いて本考案 の支保杆を製作しても耐久性に問題はなく、却ってその軽量性のため型枠組立て 作業が容易になるという利点がある。Further, since the screw threads are covered, even if rough work is performed, external impact is not directly applied to the screw threads, and the screw portion is in a completely protected state. Keep Therefore, even if the supporting rod of the present invention is manufactured by using an aluminum material which is relatively softer than steel material, there is no problem in durability, and on the contrary, there is an advantage that the work of assembling the form becomes easy because of its light weight.

【0013】[0013]

【実施例】【Example】

以下本考案の一実施例を図面に基づいて説明すると、図1〜図2に示すように 、このコンクリート型枠支保杆は外管(10)基部の外周へ該外管(10)よりも短い連 結管(20)を螺合し、該連結管(20)に基部を囲繞された外管(10)の中へ内管(30)を 基部(35)側から挿入し、 該内管の軸線方向に適宜の間隔をおき対向状に穿設され た複数対のピン穴(33)のうち選択されたものへ挿通されている連結ピン(40)の両 端部(41),(41)を、 連結管(20)の上端肉厚部(22)で支承した構成である。 前記連 結ピン(40)は外管(10)基部の端(11)に隣接して対向状に穿設された軸線方向の1 対の長穴(12),(12)へ摺動自在に嵌合させてある。 An embodiment of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 and 2, the concrete form supporting rod is shorter than the outer pipe (10) to the outer circumference of the outer pipe (10) base. The connecting pipe (20) is screwed, and the inner pipe (30) is inserted from the side of the base (35) into the outer pipe (10) surrounded by the base of the connecting pipe (20). Both ends (41), (41) of the connecting pin (40) inserted into a selected one of a plurality of pairs of pin holes (33) that are formed in opposed relation at appropriate intervals in the axial direction. Is supported by the thick wall portion (22) at the upper end of the connecting pipe (20). The connecting pin (40) is slidable in a pair of axial elongated holes (12), (12) formed in opposed relation adjacent to the end (11) of the base of the outer tube (10). It is fitted.

【0014】 外管(10)には、 その端(11)から離隔した側の長穴(12)の端(13)に隣接して雄ネ ジ(15)が刻設してあり、 この雄ネジ(15)に螺合した雌ネジ(21)を全長に亙って内 面に刻設されている連結管(20)の前記外管(10)基部の端(11)に向いた側の端部(2 3)には、 半径方向外方へ隆起した前記の肉厚部(22)が設けてある。 この肉厚部(2 2)の上端面は、 図3に示すように連結ピン(40)の両端部(41),(41)を上方へ押上 げ、 セット後は上方からの荷重を該ピンを介して受ける。A male screw (15) is engraved on the outer tube (10) adjacent to the end (13) of the elongated hole (12) on the side separated from the end (11). A female screw (21) screwed into the screw (15) is formed on the side facing the end (11) of the base of the outer pipe (10) of the connecting pipe (20) engraved on the inner surface over the entire length. The end portion (23) is provided with the above-mentioned thickened portion (22) protruding outward in the radial direction. As shown in FIG. 3, the upper end surface of the thick portion (22) pushes up both end portions (41), (41) of the connecting pin (40) upward, and after setting, the load from above is applied to the pin. Receive through.

【0015】 各管(10),(20),(30)は、 強度、 耐サビ性に優れ且つ軽量で取り扱い容易な素材、 例えばアルミニウム合金、 で製作してある。Each of the pipes (10), (20) and (30) is made of a material which is excellent in strength and rust resistance, lightweight and easy to handle, for example, an aluminum alloy.

【0016】 外管(10)の先端部には地面等(G)へ安定よく接当すべく座板(14)を取付けてあ り、 内管(30)の先端部にはコンクリート型枠(K)を支える縦または横端太材(B)に 接当すべき受け板(31)を取付けてある。A seat plate (14) is attached to the tip of the outer pipe (10) for stable contact with the ground or the like (G), and a concrete formwork (14) is attached to the tip of the inner pipe (30). There is a backing plate (31) attached to the vertical or horizontal edge thick material (B) that supports K).

【0017】 内管(30)は、 図1の右端に示すように単一のパイプであってもよいが、 同図中 央および左端に示すようにピン穴(33),(34)を備えた2本のパイプ(30a),(30b)を ピン(32)で長さ変更自在にテレスコピック式に連結したものであってもよい。The inner pipe (30) may be a single pipe as shown in the right end of FIG. 1, but is provided with pin holes (33), (34) as shown in the center and left ends of FIG. Alternatively, two pipes (30a) and (30b) may be connected by a pin (32) in a telescopic manner so that the length thereof can be freely changed.

【0018】 図2〜図4により本実施例の構造をさらに詳しく説明すると、外管(10)は基部 の端(11)から長穴(12)と雄ネジ(15)と小径部(16)とをこの順に設けた短管(10a) が、 該小径部(16)を外管の本体部の端から密嵌入し、 外面から点溶接することに より一体化させられたものである。 雄ネジ(15)の部分は外管本体部外周面から若 干外方へ突出し、 これと小径部(16)との間の肩状段部(16a)は外管本体部の端面 へ当接し、 点溶接の良否に拘わらず上方からの荷重を受支する作用もなしている。The structure of the present embodiment will be described in more detail with reference to FIGS. 2 to 4. The outer tube (10) includes an elongated hole (12), a male screw (15), and a small diameter portion (16) from the end (11) of the base. The short tube (10a) provided with and in this order is integrated by tightly fitting the small diameter portion (16) from the end of the main body of the outer tube and spot welding from the outer surface. The male screw (15) part protrudes slightly outward from the outer peripheral surface of the outer pipe main body, and the shoulder step (16a) between this and the small diameter part (16) abuts on the end face of the outer pipe main body. , It also acts to receive the load from above regardless of the quality of spot welding.

【0019】 従来品とは異なり、 長穴(12)が雄ネジ(15)に交錯していず、 ネジ山は始端から 終端に至るまで不連続点のない円滑な螺旋形を呈しているから、 本考案において は連結管(20)に螺合した雄ネジ(15)刻設部分の軸線方向の長さが大であるにも拘 わらず該連結管の螺進操作を楽に遂行できる。Unlike the conventional product, the long hole (12) does not intersect with the male screw (15), and the screw thread has a smooth spiral shape with no discontinuity from the start end to the end. In the present invention, although the male screw (15) engraved with the connecting pipe (20) has a large axial length, the connecting pipe can be easily screwed.

【0020】 そして、 前記の短管(10a)における長穴(12)穿設部位の外径を外管(10)本体部 分の外径に等しくすることにより、 恰かも外管(10)が元来一体成形品であるかの 如くに機能し、 これに螺合した連結管(20)がスムーズに昇降できるようにしてあ る。Then, by making the outer diameter of the portion where the long hole (12) is drilled in the short pipe (10a) equal to the outer diameter of the main body of the outer pipe (10), the outer pipe (10) may be It functions as if it were originally an integrally molded product, and the connecting pipe (20) screwed into this product can be smoothly moved up and down.

【0021】 他方、 連結管(20)の基部(23)側の端に外嵌されタップ溶接されたリング状片が 前記の肉厚部(22)を構成しており、 対向した位置に外方へ向けて形成されている 1対の突起(24),(25)のうちの一方のもの(24)には、 操作ハンドル(26)が枢軸(27 )により起立倒伏自在に取付けてある。 従って、 例えばパイプレンチ等の大型の 工具を両突起(24),(25)にかけて連結管を回し(図1、矢印U)、内管(30)を押 し上げることもできるが、 荷重が軽い場合には操作ハンドル(26)を起こし手で回 しても内管(30)を昇降(図1、矢印V)させることができる。On the other hand, a ring-shaped piece externally fitted and tap-welded to the end of the connecting pipe (20) on the side of the base (23) constitutes the thick portion (22), and is located at the opposite position to the outside. An operating handle (26) is attached to one of the pair of protrusions (24), (25) formed toward the one (24) so as to be able to stand up and down freely by a pivot (27). Therefore, a large tool such as a pipe wrench can be used to push the inner pipe (30) by turning the connecting pipe (Fig. 1, arrow U) by placing it on both protrusions (24) and (25), but the load is light. In some cases, the inner tube (30) can be raised and lowered (arrow V in FIG. 1) by raising the operation handle (26) and turning it by hand.

【0022】 図4に示すように、座板(14)は略々方形をなし、 その四隅にはアンカーボルト 或はビスを挿入すべき穴(18)を、 また側辺には釘挿入用の穴(17)を夫々設けてあ る。 図示は省略するが受け板(31)も同様である。As shown in FIG. 4, the seat plate (14) has a substantially rectangular shape, with holes (18) into which anchor bolts or screws are to be inserted at four corners thereof, and nails for inserting nails at the sides. Each has a hole (17). Although not shown, the receiving plate (31) is also the same.

【0021】 以上本考案の代表的と思われる実施例について説明したが、本考案は必ずしも これらの実施例構造のみに限定されるものではなく、本考案にいう前記の構成要 件を備え、かつ、本考案にいう目的を達成し、以下にいう効果を有する範囲内に おいて適宜改変して実施することができる。例えば、 必ずしもアルミニウ材で製 作されてなくともよく、また外管(10)は、 長穴穿設ずみのパイプの該長穴の近傍 へ雄ネジ刻設ずみの短筒を外嵌し、 その端面部で溶接する、 等々の方法で作製す ることも可能である。Although the embodiments considered to be typical of the present invention have been described above, the present invention is not necessarily limited to the structures of these embodiments, and is provided with the above-mentioned constitutional requirements referred to in the present invention. The present invention can be carried out by appropriately modifying it within a range that achieves the object of the present invention and has the following effects. For example, the outer pipe (10) does not necessarily have to be made of aluminum, and the outer pipe (10) is fitted with a short pipe with male threads engraved in the vicinity of the long hole of the pipe with long holes. It is also possible to manufacture it by welding at the end face portion and the like.

【0022】[0022]

【考案の効果】[Effect of the device]

本考案のコンクリート型枠支保杆は以上のように構成されているから、 上方か らモルタル等が落下してきても外管雄ネジのネジ山に堆積することはなく、 さら に被覆されているネジ部に対し外部から直接衝撃が加えられることはないから、 該ネジ部の耐久性が向上し、 従って支保杆自体の耐久性も顕著に向上することに なる。 また長穴から離して刻設されている雄ネジには全く不連続点がないから、 従来品が該不連続点でネジ山の損壊を起こしていた欠点も解消されている。 さら に、伸縮程度の大小如何によらず、外管は内管と連結管とに挟まれ「3重管」の 構造を保持するため、内管を直接外管に差込んだのみの従来のものに比べ内外両 管の連結強度が顕著に向上している。 Since the concrete form supporting rod of the present invention is constructed as described above, even if mortar or the like falls from above, it will not be deposited on the threads of the male screw of the outer pipe, and the screw that is further covered. Since no external impact is directly applied to the portion, the durability of the threaded portion is improved, and thus the durability of the supporting rod itself is significantly improved. Further, since the male screw engraved away from the long hole has no discontinuity at all, the defect that the thread of the conventional product is damaged at the discontinuity is eliminated. Furthermore, the outer pipe is sandwiched between the inner pipe and the connecting pipe to maintain the structure of "triple pipe" regardless of the size of expansion and contraction. Therefore, the inner pipe is directly inserted into the outer pipe. The connection strength between the inner and outer pipes is significantly improved compared to the one.

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

【図1】本考案一実施例を示した正面図。FIG. 1 is a front view showing an embodiment of the present invention.

【図2】同じく要部の拡大分解斜視図。FIG. 2 is an enlarged exploded perspective view of the same main part.

【図3】図2の3−3線に沿った断面図。3 is a sectional view taken along line 3-3 of FIG.

【図4】図3の4−4線に沿った断面図。FIG. 4 is a cross-sectional view taken along line 4-4 of FIG.

【符号の説明】[Explanation of symbols]

(10) 外管 (11) 外管基部の端 (12) 長穴 (13) 長穴の端 (14) 座板 (20) 連結管 (21) 雌ネジ (22) 肉厚部 (23) 連結管の基部 (30) 内管 (31) 受け板 (33) ピン穴 (35) 内管の基部 (40) 連結ピン (41) 連結ピンの両端部 (K) コンクリート型枠 (B) 端太材 (G) 地面 (10) Outer pipe (11) Outer pipe base end (12) Oval hole (13) Oval hole end (14) Seat plate (20) Connecting pipe (21) Female screw (22) Thick portion (23) Connection Pipe base (30) Inner pipe (31) Support plate (33) Pin hole (35) Inner pipe base (40) Connecting pin (41) Both ends of connecting pin (K) Concrete formwork (B) End thick material (G) Ground

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 端太材(B)を介しコンクリート型枠(K)を
支承すべく先端に受け板(31)を取り付けた内管(30)の基
部(35)が、先端に座板(14)を取り付けた外管(10)の基部
へ摺動可能に嵌合させられ、ネジ機構および連結ピンに
より両基部が相対的に伸縮可能かつ相対的位置関係を固
定可能に連結されてなるものにおいて、前記内管(30)に
軸線方向に適宜間隔をおいて複数のピン穴(33)が穿設さ
れ、 該ピン穴へ選択的セット可能な連結ピン(40)が、 前
記外管(10)基部の端(11)に隣接し対向して穿設された1
対の軸線方向の長穴(12),(12)へ両端部(41),(41)を外方
へ突出して摺動自在に嵌合させられ、 前記外管(10)には
前記基部の端(11)から離隔した側の前記長穴(12)の端(1
3)に隣接して雄ネジ(15)が刻設されていると共に、 連結
ピン(40)が長穴(12)により規制される上下限位置間で移
動しうるよう前記雄ネジ(15)よりも十分に長い連結管(2
0)の内面には全長に亙って雌ネジ(21)が刻設されてい
て、 該連結管(20)の、 前記外管(10)の端(11)に向いた側
の基部(23)には半径方向外方へ隆起した肉厚部(22)が設
けてあり、 前記ピンの両端部(41),(41)を受支した該肉
厚部(22)に回転方向の外力を加えることにより該ピン(4
0)を介し前記内管(30)を前記長穴(12)により規制される
上限位置と下限位置との間で摺動させる際に、 前記雄ネ
ジ(15)が常に連結管(20)により被覆された状態を保つべ
き相対的寸法関係が該連結管(20)、 前記長穴(12)ならび
に雄ネジ(15)に賦与されていることを特徴とするコンク
リート型枠支保杆。
1. A base portion (35) of an inner pipe (30) having a receiving plate (31) attached to a tip thereof for supporting a concrete formwork (K) through a thick end material (B), and a base plate (35) at the tip. 14) which is slidably fitted to the base of the outer tube (10) to which it is attached, and is connected by a screw mechanism and a connecting pin so that both bases can be expanded and contracted relatively and the relative positional relationship can be fixed. A plurality of pin holes (33) are formed in the inner pipe (30) at appropriate intervals in the axial direction, and the connecting pin (40) that can be selectively set in the pin holes is the outer pipe (10). 1) Adjacent to the end of the base (11) and facing opposite
Both ends (41), (41) are slidably fitted to the pair of axial elongated holes (12), (12) so as to be slidable, and the outer tube (10) is fitted with the base portion. The end (1) of the slot (12) on the side distant from the end (11)
A male screw (15) is engraved adjacent to 3), and the connecting pin (40) is moved by the male screw (15) so that it can be moved between the upper and lower limit positions regulated by the elongated hole (12). Long enough connection pipe (2
The inner surface of (0) is engraved with a female screw (21) over its entire length, and the base portion (23) of the connecting pipe (20) on the side facing the end (11) of the outer pipe (10). ) Is provided with a thick portion (22) protruding outward in the radial direction, and an external force in the rotational direction is applied to the thick portion (22) that receives both ends (41) and (41) of the pin. By adding the pin (4
When sliding the inner pipe (30) between the upper limit position and the lower limit position regulated by the elongated hole (12) via (0), the male screw (15) is always connected by the connecting pipe (20). A concrete form supporting rod characterized in that a relative dimensional relationship for keeping a covered state is given to the connecting pipe (20), the elongated hole (12) and the male screw (15).
JP8476591U 1991-09-20 1991-09-20 Concrete form support rod Expired - Lifetime JP2570456Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8476591U JP2570456Y2 (en) 1991-09-20 1991-09-20 Concrete form support rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8476591U JP2570456Y2 (en) 1991-09-20 1991-09-20 Concrete form support rod

Publications (2)

Publication Number Publication Date
JPH0530352U true JPH0530352U (en) 1993-04-20
JP2570456Y2 JP2570456Y2 (en) 1998-05-06

Family

ID=13839781

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8476591U Expired - Lifetime JP2570456Y2 (en) 1991-09-20 1991-09-20 Concrete form support rod

Country Status (1)

Country Link
JP (1) JP2570456Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100367519B1 (en) * 2000-01-13 2003-01-15 현대산업개발 주식회사 measuring type Jack support

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100367519B1 (en) * 2000-01-13 2003-01-15 현대산업개발 주식회사 measuring type Jack support

Also Published As

Publication number Publication date
JP2570456Y2 (en) 1998-05-06

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