JPH0522630U - Drop core hanging device - Google Patents

Drop core hanging device

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Publication number
JPH0522630U
JPH0522630U JP5313991U JP5313991U JPH0522630U JP H0522630 U JPH0522630 U JP H0522630U JP 5313991 U JP5313991 U JP 5313991U JP 5313991 U JP5313991 U JP 5313991U JP H0522630 U JPH0522630 U JP H0522630U
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JP
Japan
Prior art keywords
hanging
core material
core
screwed
core member
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.)
Pending
Application number
JP5313991U
Other languages
Japanese (ja)
Inventor
保治 蔀
Original Assignee
成幸工業株式会社
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 成幸工業株式会社 filed Critical 成幸工業株式会社
Priority to JP5313991U priority Critical patent/JPH0522630U/en
Publication of JPH0522630U publication Critical patent/JPH0522630U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】主としてソイルセメント杭による柱列式地下連
続壁工法に於て、連続壁を補強するH形鋼等の芯材の建
て込み時に使用され、芯材頂部の正確な位置決めが可能
で且つ決められた位置に芯材を維持することが容易な落
し込み芯材の吊り装置を提供すること。 【構成】落し込み芯材の吊り装置において、吊り棒1の
下端には芯材12に固着されたナット13に螺合すべき
下端螺溝2が設けられ且つ上方には上端に至る上方螺溝
3が設けられ、又上方螺溝3に螺合する高さ調節金具4
の下側には水平な支持面6が形成され且つ側部には水平
回転用把手7が突設され、更に吊り棒1の上端には吊り
下げ用通孔9が穿設された吊り板8が固着されているも
のである。
(57) [Abstract] [Purpose] It is mainly used in the pillar-line type underground continuous wall construction method using soil cement piles and is used when building core materials such as H-section steel that reinforces the continuous walls, and the accurate top of the core material is used. To provide a hanging device for a dropped core member that can be positioned and can easily maintain the core member at a predetermined position. In a hanging device of a dropped core member, a lower end screw groove 2 to be screwed into a nut 13 fixed to a core member 12 is provided at a lower end of a hanging rod 1, and an upper screw groove reaching an upper end is provided above. 3 is provided, and the height adjusting fitting 4 is screwed into the upper spiral groove 3
A horizontal support surface 6 is formed on the lower side, a horizontal rotation handle 7 is projectingly provided on the side portion, and a hanging plate 8 having a hanging through hole 9 is formed on the upper end of the hanging rod 1. Is fixed.

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、主としてソイルセメント杭による柱列式地下連続壁工法に於て、連 続壁を補強する芯材であるH形鋼等の建て込み時に使用される落し込み芯材の吊 り装置に関する。 The present invention relates mainly to a hanging device for a drop core material used when building an H-shaped steel or the like, which is a core material for reinforcing a continuous wall, in a column-column type underground continuous wall construction method using soil cement piles. .

【0002】[0002]

【従来の技術】[Prior Art]

ソイルセメント杭による柱列式地下連続壁工法に於ては、その柱列壁体を補強 するために、掘削攪拌機により攪拌混練したソイルセメントが未硬化の間にH形 鋼等の芯材を柱列壁体中に落し込み挿入し、ソイルセメントを芯材と一体的に硬 化させる手段が用いられている。 この補強手段に於て、ソイルセメント中に芯材を落し込み挿入するために、従 来、芯材の上端に通孔を設け、この通孔に玉掛けワイヤーを挿通し、玉掛けワイ ヤーをクレーンのフックに掛けて吊り下げることにより芯材をクレーンにて柱列 壁体上の所定位置に吊持させ、クレーンのフックを下降させて芯材の自重により 芯材をソイルセメント中に落し込み挿入させる方法や、更に芯材とクレーンのフ ックの間に振動機を介在させ、芯材の自重と振動機の振動を利用して芯材をソイ ルセメント中に落し込み挿入させる方法等が用いられている。 In the column-type underground continuous wall construction method using soil cement piles, in order to reinforce the column-row wall body, a core material such as H-section steel is pillared while the soil cement agitated and kneaded by an excavation stirrer is uncured. A method is used in which the soil cement is hardened integrally with the core material by dropping it into the row wall body and inserting it. In order to drop and insert the core material into the soil cement in this reinforcing means, a through hole is conventionally provided at the upper end of the core material, and a sling wire is inserted through this through hole, and the sling wire is attached to the crane. The core material is hung on a hook and hung to suspend it at a predetermined position on the column wall, and the crane hook is lowered to drop the core material into the soil cement by the weight of the core material and insert it. Another method is to insert a vibrator between the core and the hook of the crane, and use the dead weight of the core and the vibration of the vibrator to drop the core into the soil cement and insert it. ing.

【0003】 これらの方法で作業を行う場合、芯材をソイルセメント中に落し込み挿入した 後に、クレーンや振動機は、次の作業のために芯材から取り外されることになる が、未硬化のソイルセメント中に挿入された芯材は、その位置を保持する何等か の手段を有しないとすれば、自重により更に沈降が継続してしまうので、地中壁 の設計に合致した所定の高さに芯材を維持させることが出来なくなってしまう。 このようなクレーン取り外し後の芯材の沈降を防止するために、従来クレーンの 装着中に芯材頂部の位置決めを行い、その位置を確保すべく、芯材の上端に設け られた通孔に番線等を通しこれを芯材上部に配置されている仮設部材に縛り付け る等の手段を採用している。 しかしながら、前記のような位置確保手段では、手作業に頼る部分が多く、又 位置の調整はクレーンで行うことになるので、芯材頂部の正確な位置決めをする ことや、決められた位置に芯材を維持することが極めて困難であり、更に、一般 的に芯材頂部は所定位置に落し込んだ際にソイルセメント中に埋没されてしまう ので、外部から見ることが出来ず、落し込んだ芯材が平面状どの様な向きに位置 しているのか確認することが出来なかった。In the case of carrying out the work by these methods, after dropping the core material into the soil cement and inserting it, the crane and the vibrator are to be removed from the core material for the next work, but the uncured material is uncured. The core material inserted in the soil cement will continue to sink due to its own weight if it does not have any means for holding its position, so it will have a predetermined height that matches the design of the underground wall. It becomes impossible to maintain the core material. In order to prevent the sinking of the core after removing the crane in this way, the top of the core is positioned while the conventional crane is installed, and in order to secure that position, the through hole provided at the upper end of the core has a number line. A means such as tying this through a temporary member arranged above the core material is adopted. However, in the position securing means as described above, many parts rely on manual work, and since the position is adjusted by a crane, it is necessary to accurately position the top of the core material or to set the core at a predetermined position. It is extremely difficult to maintain the timber, and in general, the top of the core is buried in the soil cement when it is dropped into place, so it cannot be seen from the outside, and the dropped core It was not possible to confirm in what direction the material was positioned in the plane.

【0004】[0004]

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

そこで本考案が解決しようとする課題は、芯材頂部の正確な位置決めが可能で 且つ決められた位置に芯材を維持することが容易であり、又芯材全体がソイルセ メント中に埋設された後に於いても落し込んだ芯材の平面状の向きを確認するこ とが出来る落し込み芯材の吊り装置を提供することにある。 Therefore, the problem to be solved by the present invention is that the top of the core material can be accurately positioned and the core material can be easily maintained at a predetermined position, and the whole core material is embedded in the soil cement. It is an object of the present invention to provide a hanging device for a dropped core material, which can confirm the planar orientation of the dropped core material even afterwards.

【0005】[0005]

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

前記課題を解決するために、本考案の落し込み芯材の吊り装置は、下端には芯 材上端部に固着されたナットに螺合すべき下端螺溝が設けられ且つ上方には上端 に至る上方螺溝が設けられた吊り棒と、中央部上下方向には内側螺溝を有し該内 側螺溝に前記吊り棒の上方螺溝が螺合している縦孔が形成され又下側には水平な 支持面が形成され且つ側部には水平回転用把手が突設された高さ調節金具と、前 記吊り棒の上方螺溝の上端に固着され吊り下げ用通孔が設けられた吊り板とより なることを主な特徴とする。 In order to solve the above-mentioned problems, the drop core hanging device of the present invention is provided with a lower end thread groove to be screwed into a nut fixed to the upper end of the core material at the lower end, and reaches the upper end above. A hanging rod provided with an upper screw groove, and a vertical hole in which an inner screw groove is provided in the vertical direction of the central portion, and an upper screw groove of the hanging rod is screwed into the inner screw groove, and a lower hole is formed. Is provided with a horizontal support surface, and a side portion is provided with a height adjusting fitting on which a horizontal rotating handle is projected, and a hanging through hole which is fixed to the upper end of the upper screw groove of the hanging rod. The main feature is that it consists of a hanging plate.

【0006】[0006]

【実施例】【Example】

本考案の詳細な特徴について、添付図面に記載された実施例により説明する。 図1及び図2は、掘削攪拌機によって地盤に掘削孔10が設けられ、その内部 で混合攪拌された未硬化のソイルセメント11中に、本考案に係る落し込み芯材 の吊り装置を使用してH形鋼等の芯材12が、既に落し込み挿入された状態を示 している。 最初に、この状態において、本考案に係る落し込み芯材の吊り装置について説 明すると、符号1は本考案装置に於ける吊り棒であって、その下端には下端螺溝 2が形成されている。下端螺溝2は、H形鋼等の芯材12の上端部に溶接等で固 着されたナット13に螺合可能なものであり、図1に於いては図示の便宜上、下 端螺溝2がナット13上に記載されているが、実際にナット13に下端螺溝2が 螺合される場合には、下端螺溝2は螺溝の最終部がナット13に衝合して回転で きなくなるまでねじ込まれるから、ナット13上に下端螺溝2を外側から見るこ とは出来ない。なお芯材12に於ける符号14は、芯材12をクレーンで直接吊 持するための玉掛け用通孔を示し、又符号15は、芯材12を直接吊持していた クレーンを取り外す際に仮受け棒を挿通するための仮受け用通孔を示している。 The detailed features of the present invention will be described with reference to the embodiments illustrated in the accompanying drawings. 1 and 2 show the use of the dropping core material suspending device according to the present invention in the uncured soil cement 11 in which the excavation stirrer is provided with the excavation hole 10 in the ground and mixed and stirred therein. A core member 12 such as an H-shaped steel is shown in a state that it has already been dropped and inserted. First, in this state, the hanging device of the drop core material according to the present invention will be described. Reference numeral 1 is a hanging rod in the device of the present invention, and a lower end screw groove 2 is formed at its lower end. There is. The lower end screw groove 2 can be screwed into a nut 13 fixed by welding or the like to an upper end portion of a core material 12 such as H-shaped steel. In FIG. 1, the lower end screw groove is shown for convenience of illustration. 2 is described on the nut 13, but when the lower end screw groove 2 is actually screwed into the nut 13, the lower end screw groove 2 is rotated by the end of the screw groove abutting against the nut 13. The lower end thread 2 cannot be seen on the nut 13 from the outside because it is screwed in until it is no longer present. The reference numeral 14 in the core 12 indicates a slinging hole for directly suspending the core 12 with a crane, and the reference numeral 15 indicates when removing the crane which directly suspends the core 12. The through hole for a temporary receiving for inserting a temporary receiving rod is shown.

【0007】 本考案装置に於ける吊り棒1の上方には、上端に至る上方螺溝3が形成されて おり、高さ調節金具4の中央部上下方向に設けられた縦孔5の内側螺溝が該上方 螺溝3に螺合した状態で吊り棒1に高さ調節金具4が取り付けられる。 高さ調節金具4の下側には水平な支持面6が形成されている。該高さ調節金具 4の支持面6は、掘削孔10の列の両側に平行に配置されるように架設されるガ イド部材16,16の間に跨渡された平面視U字状の受け台部材17上に、吊り 棒1が受け台部材17のU字が形成する内側空間を通過するように配置されて回 転自在に載置されるようになっている。なお、符号18は、ガイド部材16,1 6を載置するための枕材を示している。 本考案装置に於ける高さ調節金具4の側部には、水平回転用把手7が突設され ている。水平回転用把手7を、高さ調節金具4側面に穿設された雌螺子孔に一端 に設けた雄螺子孔を螺合した把子棒とすれば、把子棒を取り付け分離自在とする ことが可能であり、又高さ調節金具4側面に一端を溶接した把子棒とすれば、構 造簡単で安価のものが提供できる。An upper screw groove 3 reaching the upper end is formed above the hanging rod 1 in the device of the present invention, and an inner screw of a vertical hole 5 vertically provided in the central portion of the height adjusting metal fitting 4 is formed. The height adjusting fitting 4 is attached to the suspension rod 1 in a state where the groove is screwed into the upper spiral groove 3. A horizontal support surface 6 is formed below the height adjustment fitting 4. The support surface 6 of the height adjusting metal fitting 4 is a U-shaped receiver in a plan view which is bridged between the guide members 16 and 16 installed so as to be arranged in parallel on both sides of the row of the drill holes 10. The suspension rod 1 is arranged on the base member 17 so as to pass through the inner space formed by the U-shape of the pedestal member 17, and is rotatably mounted. Note that reference numeral 18 indicates a pillow material on which the guide members 16 and 16 are placed. On the side of the height adjusting fitting 4 in the device of the present invention, a horizontal rotating handle 7 is provided in a protruding manner. If the handle 7 for horizontal rotation is a handle bar in which a male screw hole provided at one end is screwed into a female screw hole formed on the side surface of the height adjustment fitting 4, the handle bar can be attached and separated. If the handle bar has one end welded to the side surface of the height adjustment fitting 4, it is possible to provide a simple and inexpensive structure.

【0008】 本考案装置に於ける吊り棒1の上方螺溝3の上端には吊り板8が溶接等で固着 されている。吊り板8には、クレーンによって吊り下げを行うための吊り下げ用 通孔9が穿設されており、通常玉掛け用として使用される。 このように構成された本考案に係る落し込み芯材の吊り装置の使用方法につい て次に説明する。 先ず、掘削孔10内に於ける未硬化のソイルセメント11に対して、芯材12 の落し込み位置を決定する位置決めを行う。通常、芯材12の一部又は全断面が 前後左右の移動及び回転することなく通過できるように芯材12の一部断面形状 又は全断面形状にくり抜き部を設けた建て込み定規(図示されていない。)をガ イド部材16の所定位置に取り付けて位置決めが行われる。 次に、芯材12の玉掛け用通孔14を利用して、芯材12をクレーンにより吊 り上げた後に、前記建て込み定規のくり抜き部を芯材12が前後左右の移動及び 回転することなく通過するように降下させ、芯材12のソイルセメント11中へ の落し込みを開始する。A suspension plate 8 is fixed by welding or the like to the upper end of the upper screw groove 3 of the suspension rod 1 in the device of the present invention. The hanging plate 8 has a through hole 9 for hanging for hanging by a crane, and is usually used for slinging. A method of using the drop core hanging device according to the present invention having the above structure will be described below. First, the uncured soil cement 11 in the drilled hole 10 is positioned to determine the position where the core material 12 is dropped. Usually, a built-in ruler (shown in the figure) is provided with a cutout portion in the partial or full cross-sectional shape of the core material 12 so that a part or the whole cross-section of the core material 12 can pass through without moving and rotating in the front-rear direction. No.) is attached to a predetermined position of the guide member 16 for positioning. Next, after suspending the core material 12 by a crane using the slinging hole 14 of the core material 12, the core material 12 is moved forward and backward and left and right without rotating the hollowed part of the built-in ruler. It is lowered so as to pass through, and the dropping of the core material 12 into the soil cement 11 is started.

【0009】 落し込みが進行し、芯材12の頂部がガイド部材16,16の上面に近付いた 時に、ガイド部材16,16間に平行する一対の仮受け台部材(図示されていな い。)を芯材12を挟むように架設し、芯材12の仮受け用通孔15に仮受け棒 を挿通してその両端が一対の該仮受け台部材に載置されるように配置する。芯材 12が降下して芯材12の荷重が該仮受け棒により支持された段階で、芯材12 の玉掛け用通孔14からクレーンの玉掛けを取り外す。 この段階で、本考案に係る落し込み芯材の吊り装置を、その吊り棒1の下端螺 溝2を芯材12上端部に予め溶接固着したナット13に螺合させることによって 芯材12に取り付ける。この螺合は、下端螺溝2の螺溝最終部がナット13に衝 合して回転できなくなるまでねじ込むことによって行われる。 次いで、本考案装置に係る吊り板8の吊り下げ用通孔9を利用してクレーンに より芯材12が取り付けられた本考案装置をやや吊り上げ、前記仮受け棒及び一 対の仮受け台部材を取り外した後に、ガイド部材16,16上に、これらを跨渡 するように平面視U字状の受け台部材17を、吊り棒1が受け台部材17のU字 が形成する内側空間を通過するように配置して載置する。A pair of temporary cradle members (not shown) that are parallel to each other between the guide members 16 and 16 when the top of the core member 12 approaches the upper surfaces of the guide members 16 and 16 as the dropping proceeds. Are installed so as to sandwich the core material 12, and a temporary receiving rod is inserted into the temporary receiving through hole 15 of the core material 12 so that both ends thereof are placed on the pair of temporary receiving base members. When the core 12 is lowered and the load of the core 12 is supported by the temporary receiving rod, the sling of the crane is removed from the slinging hole 14 of the core 12. At this stage, the drop core hanging device according to the present invention is attached to the core 12 by screwing the lower end screw groove 2 of the hanging rod 1 onto the nut 13 which is welded and fixed to the upper end of the core 12 in advance. . This screwing is performed by screwing until the last part of the lower groove 2 abuts on the nut 13 and cannot rotate. Next, the device of the present invention in which the core material 12 is attached to the crane is slightly lifted by using the through hole 9 for hanging of the hanging plate 8 according to the device of the present invention, and the temporary receiving rod and the pair of temporary receiving base members are lifted. After removing the pedestal, the pedestal member 17 having a U-shape in a plan view is passed over the guide members 16 and 16, and the suspension rod 1 passes through the inner space formed by the U-shape of the pedestal member 17. Place and place as you would.

【0010】 芯材12の頂面から高さ調節金具4の支持面6までの距離は、地中連続壁の設 計に合致した所定の位置に芯材12が位置されるように予め高さ調節金具4を回 転して概ね設定されているので、この状態から落し込みを継続し、高さ調節金具 4の支持面6が受け台部材17に近接した時点で、高さ調節金具4を水平回転用 把手7により回転させて、芯材12の最終的な高さ位置を設定すべく微調整を行 い、その後、受け台部材17上に高さ調節金具4の支持面6が当接載置される迄 更に落し込みを継続する。 落し込み終了後、ソイルセメントの硬化が進み、芯材12の更なる沈降が生じ なくなった時点で、吊り棒1を芯材12のナット13に対してねじ込み方向と逆 方向に回転して吊り棒1をナット13から外し、本考案装置全体を吊り上げ回収 する。The distance from the top surface of the core material 12 to the support surface 6 of the height adjusting fitting 4 is set in advance so that the core material 12 is located at a predetermined position corresponding to the design of the underground wall. The height of the height adjustment metal fitting 4 is set when the support surface 6 of the height adjustment metal fitting 4 comes close to the pedestal member 17 since the adjustment metal fitting 4 is rotated and set approximately. It is rotated by the horizontal rotation handle 7 to make a fine adjustment to set the final height position of the core material 12. After that, the support surface 6 of the height adjustment metal fitting 4 contacts the pedestal member 17. Continue dropping further until it is placed. After the dropping, the hardening of the soil cement progresses, and when the core material 12 does not further settle, the suspension rod 1 is rotated with respect to the nut 13 of the core material 12 in the direction opposite to the screwing direction to suspend the suspension rod. 1 is removed from the nut 13, and the whole device of the present invention is hoisted and collected.

【0011】[0011]

【考案の効果】[Effect of the device]

本考案は、次のような効果を奏する。 A.本考案によれば、芯材12の頂面から高さ調節金具4の支持面6までの距離 を高さ調節金具4の調節により正確に決めることが出来るから、地中壁に於ける 芯材12の頂面の位置、延いては地中壁に於ける芯材12の高さ位置を、格別困 難な作業を伴うことなく正確に設定することができる。 B.本考案によれば、落し込まれた芯材12は、吊り棒1及び高さ調節金具4を 介して充分にその位置を保持できるから、未硬化のソイルセメント11中に芯材 12が存在するにも拘らず、当初の位置から芯材12が沈降する不測の事態を生 ずる虞がない。 The present invention has the following effects. A. According to the present invention, the distance from the top surface of the core material 12 to the support surface 6 of the height adjusting metal fitting 4 can be accurately determined by adjusting the height adjusting metal fitting 4, so that the core material on the underground wall It is possible to accurately set the position of the top surface of 12 and the height position of the core material 12 on the underground wall without any troublesome work. B. According to the present invention, the position of the dropped core material 12 can be sufficiently maintained through the hanging rod 1 and the height adjusting metal fitting 4, so that the core material 12 exists in the uncured soil cement 11. Nevertheless, there is no risk of an unexpected situation in which the core material 12 sinks from the initial position.

【0012】 C.本考案によれば、落し込み作業の途中、芯材12頂部が地表面に露出してい る時点で本考案装置の取り付けが行われ、その際、吊り棒1の下端螺溝2を芯材 12に固着されたナット13に回転できなくなるまでねじ込まれ、その後に落し 込み作業が続行されるので、ねじ込みが終了した時点で芯材12の断面形の方向 と吊り板8の方向との位置関係を確認しておけば、落し込み作業が進みやがて芯 材12頂部がソイルセメント11中に埋没した後であっても、吊り板8の方向を 観察すれば、芯材12の断面形の方向が確認できるので、施工精度の向上に役立 つ。 D.本考案に係る落し込み芯材吊り装置は、構造簡単で安価に製作できるから、 施工コストの上昇を防止できる。C. According to the present invention, the device of the present invention is installed when the top of the core material 12 is exposed to the ground surface during the dropping operation, and at that time, the lower end screw groove 2 of the suspension rod 1 is attached to the core material 12. It is screwed into the nut 13 fixed to the shaft until it cannot be rotated, and then the dropping operation is continued. Therefore, when the screwing is completed, the positional relationship between the cross-sectional direction of the core 12 and the direction of the hanging plate 8 is determined. If checked, even if the top of the core material 12 is buried in the soil cement 11 after the dropping operation proceeds, the direction of the cross-sectional shape of the core material 12 can be confirmed by observing the direction of the hanging plate 8. Because it is possible, it is useful for improving the construction accuracy. D. The drop core suspension device according to the present invention has a simple structure and can be manufactured at a low cost, so that an increase in construction cost can be prevented.

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

【図1】本考案に係る落し込み芯材吊り装置の実施例の
側面図である。
FIG. 1 is a side view of an embodiment of a drop core suspension device according to the present invention.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.

【符号の説明】[Explanation of symbols]

1 吊り棒 2 下端螺溝 3 上方螺溝 4 高さ調節
金具 5 縦孔 6 支持面 7 水平回転用把手 8 吊り板 9 吊り下げ用通孔
1 Hanging Rod 2 Lower End Threaded Groove 3 Upper Threaded Groove 4 Height Adjusting Metal Fitting 5 Vertical Hole 6 Supporting Surface 7 Horizontal Rotating Handle 8 Hanging Plate 9 Hanging Through Hole

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成4年9月24日[Submission date] September 24, 1992

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】全図[Correction target item name] All drawings

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図1】 [Figure 1]

【図2】 [Fig. 2]

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 下端には芯材上端部に固着されたナット
に螺合すべき下端螺溝が設けられ且つ上方には上端に至
る上方螺溝が設けられた吊り棒と、中央部上下方向には
内側螺溝を有し該内側螺溝に前記吊り棒の上方螺溝が螺
合している縦孔が形成され又下側には水平な支持面が形
成され且つ側部には水平回転用把手が突設された高さ調
節金具と、前記吊り棒の上方螺溝の上端に固着され吊り
下げ用通孔が設けられた吊り板とよりなることを特徴と
する落し込み芯材の吊り装置。
1. A suspension rod having a lower end threaded groove at its lower end to be screwed into a nut fixed to the upper end of the core material, and an upper threaded groove at its upper end to reach the upper end, and a vertical direction of a central portion. A vertical hole in which an inner thread is formed, and an upper thread of the suspension rod is screwed into the inner thread, and a horizontal support surface is formed on the lower side and horizontal rotation is provided on the side. A hanging core member comprising: a height adjusting metal fitting provided with a protruding handle; and a hanging plate fixed to an upper end of an upper screw groove of the hanging rod and provided with a hanging through hole. apparatus.
【請求項2】 前記水平回転用把手を、前記高さ調節金
具側面に穿設された雌螺子孔に一端に設けた雄螺子部を
螺合した把手棒としたことを特徴とする請求項1記載の
落し込み芯材の吊り装置。
2. The handle for horizontal rotation is a handle bar in which a male screw portion provided at one end is screwed into a female screw hole formed on the side surface of the height adjusting metal fitting. The hanging device for the drop core material described.
【請求項3】 前記水平回転用把手を、前記高さ調節金
具側面に一端を溶接した把手棒としたことを特徴とする
請求項1記載の落し込み芯材の吊り装置。
3. The hanging device for a dropped core member according to claim 1, wherein the horizontal rotating handle is a handle bar having one end welded to a side surface of the height adjusting metal fitting.
JP5313991U 1991-06-14 1991-06-14 Drop core hanging device Pending JPH0522630U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5313991U JPH0522630U (en) 1991-06-14 1991-06-14 Drop core hanging device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5313991U JPH0522630U (en) 1991-06-14 1991-06-14 Drop core hanging device

Publications (1)

Publication Number Publication Date
JPH0522630U true JPH0522630U (en) 1993-03-23

Family

ID=12934497

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5313991U Pending JPH0522630U (en) 1991-06-14 1991-06-14 Drop core hanging device

Country Status (1)

Country Link
JP (1) JPH0522630U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0725195U (en) * 1993-10-14 1995-05-12 アルプス産業株式会社 Water stop device for shutter

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0725195U (en) * 1993-10-14 1995-05-12 アルプス産業株式会社 Water stop device for shutter

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