JPH0554751U - Large panel level adjustment jig - Google Patents

Large panel level adjustment jig

Info

Publication number
JPH0554751U
JPH0554751U JP11348191U JP11348191U JPH0554751U JP H0554751 U JPH0554751 U JP H0554751U JP 11348191 U JP11348191 U JP 11348191U JP 11348191 U JP11348191 U JP 11348191U JP H0554751 U JPH0554751 U JP H0554751U
Authority
JP
Japan
Prior art keywords
panel
screw rod
eliminates
base
flat
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.)
Granted
Application number
JP11348191U
Other languages
Japanese (ja)
Other versions
JP2566044Y2 (en
Inventor
宗一 木谷
興一郎 田口
善則 小桧山
豊 中村
幸治 浮穴
章 梅国
宣好 鎌崎
門野  徹
巖 森
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Takenaka Corp
Original Assignee
Takenaka Corp
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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP1991113481U priority Critical patent/JP2566044Y2/en
Publication of JPH0554751U publication Critical patent/JPH0554751U/en
Application granted granted Critical
Publication of JP2566044Y2 publication Critical patent/JP2566044Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】建込みする大型パネルの微細なレベル調整を支
障なく簡単に容易にスムーズに迅速に的確に行うことが
でき、施工能率を向上させることができるようにし、複
数の大型パネルを不揃いなく配列できるようにし、楔や
手数、時間を要する根巻きモルタルを不要にし、作業の
待ち時間をなくし、工期を短縮し、斫り作業の手数を無
くそうとするものである。 【構成】ベース1から螺子棒2を起立させ、該螺子棒に
大型パネルAの適宜横ばたBを受ける横ばた受け金物3
を螺動手段を介して昇降調整自在に装備させ成り、ベー
ス1を所要のコンクリート床上にセットし、建込みした
大型パネルAの適宜横ばたBをその横ばた受け金物3上
に載置させ、螺動手段にて横ばた受け金物3を昇降させ
て適宜にレベル調整し、その大型パネルAの下端の隙間
を桟木Cで閉じるようにしようとするものである。
(57) [Summary] [Purpose] It is possible to easily, easily, smoothly and accurately perform fine level adjustment of a large-scale panel to be installed without any hindrance, and to improve construction efficiency. It allows large panels to be arranged in a non-uniform manner, eliminates the need for wedges, labor, and time-consuming root winding mortar, eliminates the waiting time for work, shortens the construction period, and eliminates the labor of picking work. [Structure] A flat plate receiving member 3 which erects a screw rod 2 from a base 1 and receives an appropriate flat plate B of a large panel A on the screw rod.
Is equipped with a vertically adjustable structure via a screwing means, the base 1 is set on a required concrete floor, and an appropriately laid flat panel B of the built-in large panel A is placed on the flat pedestal bracket 3. Then, the flattened receiving object 3 is moved up and down by the screwing means to adjust the level appropriately, and the gap at the lower end of the large-sized panel A is closed by the pier C.

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 application]

本考案は、コンクリート型枠として起立させて配列する大型パネルのレベル調 整治具に係るものである。 The present invention relates to a level adjusting jig for a large-sized panel that is erected and arranged as a concrete formwork.

【0002】[0002]

【従来の技術】[Prior Art]

従来、コンクリート壁体等の仮設コンクリート型枠を組み立てる際には、コン クリート床(不陸面)のレベルが水平でないため、コンクリート床と型枠との間 に楔等をかい、根巻きモルタルで隙間を埋めている。 Conventionally, when assembling a temporary concrete formwork such as a concrete wall body, since the concrete floor (land surface) is not level, a wedge or the like is placed between the concrete floor and the formwork, and a root-wrapping mortar is used. It fills the gap.

【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、この場合、次のような欠点がある。 楔では、その大型パネルのレベルを微細に調整することができず、複数の大 型パネルを配列すると不揃いになって具合が悪い。 根巻きモルタルの隙間への詰め込みが容易でなく、手間がかかる。 根巻きモルタルの詰め込みに時間がかるだけでなく、その根巻きモルタルが 硬化した後でなければ、型枠内にコンクリートを打設できないため、工期が長 くなる。 脱型後に、根巻きモルタルの斫り作業を要し、甚だ手数がかかる。 出来上がりの品質、コスト等に問題が残る。 本考案は、これらの問題点を解決しようとするものである。 However, this case has the following drawbacks. With the wedge, the level of the large panel cannot be finely adjusted, and when a plurality of large panels are arranged, they become unaligned and uncomfortable. Nemaki mortar is not easy to fill in the gap and takes time. Not only does it take time to pack the root wrap mortar, but the concrete can be placed in the formwork only after the root wrap mortar has hardened, which increases the construction period. After demolding, it takes a lot of trouble to clean the root mortar. There are still problems with the quality and cost of the finished product. The present invention seeks to solve these problems.

【0004】[0004]

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

上記目的達成のため、本考案は、ベース1から螺子棒2を起立させ、該螺子棒 に大型パネルAの適宜横ばたBを受ける横ばた受け金物3を螺動手段を介して昇 降調整自在に装備させたことを特徴とする。 In order to achieve the above object, the present invention raises a screw rod 2 from a base 1, and raises and lowers a flat plate support 3 for receiving a flat plate B of a large-sized panel A through the screw rod through a screwing means. The feature is that it is equipped to be adjustable.

【0005】[0005]

【作用】 如上の構成であるから、使用に当たっては、ベース1を所要のコンクリート床 上にセットし、螺動手段にてあらかじめ横ばた受け金物3を適宜高さに昇降調整 しておき、建込みした大型パネルAの適宜横ばたBをその横ばた受け金物3上に 載置させ、かつ、所要に応じ、更に螺動手段にて横ばた受け金物3を昇降させて 適宜にレベル調整し、次いで、支保工を施して、適正に型枠を組み立てる。また 、大型パネルAの下端の隙間を桟木Cで閉じる。この桟木Cの使用には、ベース 1を大型パネルAから適度に離間させて配することとなるので、十分な使用空間 を保持でき、支障を生じない。 その後、大型パネルAの内側にコンクリートを打設し、該コンクリートに所定 強度発現後、その型枠を解体撤去する。この際、レベル調整治具も桟木Cも撤去 する。撤去後のレベル調整治具は、他へ転用する。[Advantages] Due to the above-described configuration, in use, the base 1 is set on a required concrete floor, and the flattened receiving hardware 3 is adjusted up and down to an appropriate height by screwing means. Place the flatbed B of the large panel A that has been put in place on the flatbed receiving object 3 and, if necessary, further elevate the flattening receiving object 3 by screwing means to obtain an appropriate level. Adjust and then support to properly assemble the formwork. In addition, the gap at the lower end of the large panel A is closed by a shackle C. When using the pier C, the base 1 is arranged so as to be appropriately separated from the large-sized panel A, so that a sufficient space for use can be maintained and no trouble occurs. After that, concrete is placed inside the large-sized panel A, and after the concrete exhibits a predetermined strength, the formwork is dismantled and removed. At this time, the level adjusting jig and the pier C are also removed. The level adjustment jig after removal will be diverted to another.

【0006】[0006]

【実施例】【Example】

図面は、本考案の実施例を示している。 図示のレベル調整治具は、中間部を膨隆させた鋼製のベース1を設け、該ベー スから頭付きボルトからなる適宜長さの螺子棒2を起立させ、該螺子棒に、横ば た受け金物3の下面を受ける前記螺動手段たる六角ナット4を螺合させ、該六角 ナットの上に、横ばた受け金物3を該六角ナットで昇降調整可能に装備させてい る。 横ばた受け金物3は、鋼板により正面形状U字状に形成して横ばたBの背面に 当接させるようにしたU字状金物31に、鋼板により平面形状コ字状に形成して横 ばたBの下面を受けるようにしたコ字状金物32を接合一体化させ、そのU字状金 物31の底部に、前記螺子棒2に昇降可動に嵌合させる透孔33を穿設している。 なお、図示のものでは、横ばたBが丸形のパイプのため、前記コ字状金物32の 上面をそれに適合する円弧面に形成している。 The drawings show embodiments of the invention. The level adjusting jig shown in the figure is provided with a steel base 1 having a bulged middle portion, and a screw rod 2 of a proper length made of a head bolt is erected from the base and laid flat on the screw rod. The hexagonal nut 4, which is the screwing means for receiving the lower surface of the receiving object 3, is screwed, and the flattening receiving object 3 is mounted on the hexagonal nut so that the hexagonal nut can be moved up and down. The flat-shaped receiving member 3 is formed by a steel plate in a U-shape in a plan view, and a U-shaped metallic member 31 is formed by a steel plate in a U-shape in a front shape so as to be brought into contact with the back surface of the horizontal plate B. A U-shaped metal fitting 32 adapted to receive the lower surface of the horizontal plate B is joined and integrated, and a through hole 33 is formed in the bottom of the U-shaped metal fitting 31 so that the screw rod 2 can be vertically moved. is doing. It should be noted that, in the case shown in the drawing, since the horizontal plate B is a round pipe, the upper surface of the U-shaped metal fitting 32 is formed into an arc surface conforming thereto.

【0007】 而して、ベース1を所要のコンクリート床上にセットし、横ばた受け金物3を 適宜高さにあらかじめ螺動調整しておき、建込みした大型パネルAの最下段の横 ばたBを、その横ばた受け金物3のU字状金物31の全面に当接させるとともに、 コ字状金物32の上に載置させ、かつ、所要に応じ、六角ナット4を螺動させて、 該六角ナット上の横ばた受け金物3を適宜に昇降させ、大型パネルAを適宜にレ ベル調整する。 次いで、大型パネルAに所要の支保工を施して、適正に型枠を組み立て、また 、大型パネルAの下端部の外側に桟木Cを当てて釘Dでコンクリート床に止め、 その大型パネルAの下の隙間を閉じる。 型枠の解体撤去のときは、レベル調整治具も桟木Cも撤去し、レベル調整治具 は、他へ転用する。Then, the base 1 is set on the required concrete floor, and the flattened bracket 3 is preliminarily screw-adjusted to an appropriate height, and the flattened flat bottom of the built-in large panel A is flattened. B is brought into contact with the entire surface of the U-shaped metal fitting 31 of the flat receiving metal fitting 3, is placed on the U-shaped metal fitting 32, and the hexagon nut 4 is screwed as required. Then, the horizontal receiving member 3 on the hexagon nut is appropriately moved up and down, and the large-sized panel A is appropriately adjusted in level. Then, the required support work is applied to the large-sized panel A to properly assemble the formwork, and the wood C is applied to the outside of the lower end of the large-sized panel A and fixed to the concrete floor with the nail D. Close the gap below. When dismantling and removing the formwork, both the level adjustment jig and the pier C are removed, and the level adjustment jig is diverted to another.

【0008】[0008]

【考案の効果】[Effect of the device]

本考案によれば、あらかじめ横ばた受け金物3の高さをある程度調整してベー ス1にて所定の箇所に設置し、建込みした大型パネルAの横ばたBを横ばた受け 金物3上に載置させることができ、もって、所要に応じ、横ばた受け金物3を螺 子棒2における螺動手段で昇降させて適宜にレベル調整でき、そして、大型パネ ルAから適度に離間させて配することができて、大型パネルAの下端の隙間を桟 木Cで閉じることができるので、 楔を排することができ、楔では不可能な大型パネルの微細なレベル調整を、 支障なく、簡単に、容易に、スムーズに、迅速に、的確に、行うことができ、 施工能率を向上させることができる。また、これにより、複数の大型パネルを 不揃いなく適切に配列することができる。 面倒な詰め込みを要する根巻きモルタルに代えて桟木Cを使用できるので、 作業を簡素化でき、人手不足の不都合を低減できる。 作業に、根巻きモルタルを用いる場合のような待ち時間を要せず、工期を大 幅に短縮できる。 脱型後の根巻きモルタルの斫り作業を不要にでき、斫り作業の手数がかから ない。また、脱型後の治具の転用が可能となる。 出来上がりの品質を向上でき、コストを低減できる。 等の効果を奏し、実用上頗る有益である。 According to the present invention, the height of the flat support 3 is adjusted to some extent in advance, and the base 1 is installed at a predetermined position, and the flat B of the built-in large panel A is flat. It is possible to place the flat support 3 on the screw rod 2 by the screwing means of the screw rod 2 so that the level can be adjusted appropriately, if necessary, and the large panel A can be used to adjust the level appropriately. Since they can be arranged apart from each other and the gap at the lower end of the large panel A can be closed by the shackle C, the wedge can be removed, and fine level adjustment of the large panel which is impossible with the wedge, It can be performed easily, easily, smoothly, smoothly, quickly, and accurately without any hindrance, and construction efficiency can be improved. Further, this makes it possible to properly arrange a plurality of large-sized panels without irregularity. Since the splint C can be used in place of the root winding mortar which requires troublesome packing, the work can be simplified and the inconvenience of lack of manpower can be reduced. The work time can be greatly shortened without the waiting time required when using Nemaki mortar. It eliminates the need for scavenging work of Nemaki mortar after demolding, thus eliminating the work of scavenging work. In addition, the jig can be diverted after the demolding. The quality of the finished product can be improved and the cost can be reduced. It is effective and practically useful.

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

【図1】本考案の実施例を示すレベル調整治具の背面図
である。
FIG. 1 is a rear view of a level adjusting jig showing an embodiment of the present invention.

【図2】同例のレベル調整治具の截断側面図である。FIG. 2 is a cutaway side view of a level adjusting jig of the same example.

【図3】同例のコ字状金物の拡大平面図である。FIG. 3 is an enlarged plan view of the U-shaped metal article of the same example.

【符号の説明】 A 大型パネル B 横ばた C 桟木 D 釘 1 ベース 2 螺子棒 3 横ばた受け金物 4 六角ナット 31 U字状金物 32 コ字状金物 33 透孔[Explanation of symbols] A Large panel B Horizontal C C Wood D Nail 1 Base 2 Screw rod 3 Horizontal bracket 4 Hexagon nut 31 U-shaped hardware 32 U-shaped hardware 33 Through hole

───────────────────────────────────────────────────── フロントページの続き (72)考案者 木谷 宗一 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)考案者 田口 興一郎 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)考案者 小桧山 善則 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)考案者 中村 豊 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)考案者 浮穴 幸治 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)考案者 梅国 章 東京都江東区南砂二丁目5番14号 株式会 社竹中工務店技術研究所内 (72)考案者 鎌崎 宣好 東京都中央区日本橋3丁目6番2号 朝日 機材株式会社内 (72)考案者 門野 徹 東京都港区高輪四丁目24番44号 三菱セメ ント建材株式会社内 (72)考案者 森 巖 東京都墨田区押上2丁目8番2号 岡部株 式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Soichi Kitani 21-21 Ginza, Chuo-ku, Tokyo Stock company Takenaka Corporation Tokyo Main Store (72) Inventor Koichiro Taguchi 8-21, Ginza, Chuo-ku, Tokyo No. 1 Takenaka Corporation Tokyo Main Store (72) Inventor Yoshinori Kobikiyama 21-1-1 Ginza 8-21, Ginza Chuo-ku, Tokyo Shareholder Takenaka Corporation Tokyo Main Store (72) Inventor Yutaka Nakamura Chuo-ku, Tokyo Ginza 8-21-1 Takenaka Corporation Tokyo Main Store (72) Inventor Kouji Ukina Ginza 8-21-1 Ginza Ltd. Chuo-ku, Tokyo Stock Corporation Takenaka Corporation Tokyo Main Store (72) Inventor Umekuni Chapter 2-5-14, Minamisuna, Koto-ku, Tokyo Stock company Takenaka Corporation Technical Research Institute (72) Inventor Nobuyoshi Kamasaki 3-6-2, Nihonbashi, Chuo-ku, Tokyo Asahi Kikai Co., Ltd. (72) inventor Toru Kadono Takanawa, Minato-ku, Tokyo chome No. 24 No. 44 Mitsubishi cement building materials within Co., Ltd. (72) inventor of Iwao Mori Sumida-ku, Tokyo pushed 2-chome No. 8 No. 2 Okabe Co., the company

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 ベース1から螺子棒2を起立させ、該螺
子棒に大型パネルAの適宜横ばたBを受ける横ばた受け
金物3を螺動手段を介して昇降調整自在に装備させたこ
とを特徴とする大型パネルのレベル調整治具。
1. A screw rod 2 is erected from a base 1, and the screw rod is equipped with a horizontal plate support 3 for receiving an appropriate horizontal plate B of a large-sized panel A so as to be vertically adjustable via screwing means. A level adjustment jig for large-sized panels.
JP1991113481U 1991-12-26 1991-12-26 Large panel level adjustment jig Expired - Lifetime JP2566044Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991113481U JP2566044Y2 (en) 1991-12-26 1991-12-26 Large panel level adjustment jig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991113481U JP2566044Y2 (en) 1991-12-26 1991-12-26 Large panel level adjustment jig

Publications (2)

Publication Number Publication Date
JPH0554751U true JPH0554751U (en) 1993-07-23
JP2566044Y2 JP2566044Y2 (en) 1998-03-25

Family

ID=14613380

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991113481U Expired - Lifetime JP2566044Y2 (en) 1991-12-26 1991-12-26 Large panel level adjustment jig

Country Status (1)

Country Link
JP (1) JP2566044Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02190571A (en) * 1989-01-18 1990-07-26 Nagashima Kogyo Kk Panel supporting tool

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02190571A (en) * 1989-01-18 1990-07-26 Nagashima Kogyo Kk Panel supporting tool

Also Published As

Publication number Publication date
JP2566044Y2 (en) 1998-03-25

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