JPH0554712U - Perforated panel level adjustment jig - Google Patents

Perforated panel level adjustment jig

Info

Publication number
JPH0554712U
JPH0554712U JP11348291U JP11348291U JPH0554712U JP H0554712 U JPH0554712 U JP H0554712U JP 11348291 U JP11348291 U JP 11348291U JP 11348291 U JP11348291 U JP 11348291U JP H0554712 U JPH0554712 U JP H0554712U
Authority
JP
Japan
Prior art keywords
perforated panel
panel
work
screw rod
level adjustment
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
JP11348291U
Other languages
Japanese (ja)
Other versions
JP2584052Y2 (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 JP1991113482U priority Critical patent/JP2584052Y2/en
Publication of JPH0554712U publication Critical patent/JPH0554712U/en
Application granted granted Critical
Publication of JP2584052Y2 publication Critical patent/JP2584052Y2/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、複数のパネルを、不揃いなく、見栄えよく、配
列できるようにし、盛り上げに精度、手数、時間、熟練
作業員を要する根巻きモルタルを不要にし、人手不足の
不都合を低減できるようにし、作業の待ち時間をなく
し、工期を大幅に短縮できるようにし、斫り作業の手数
がかからないようにし、出来上がりの品質を向上でき、
コストを低減できるようにしようとするものである。 【構成】ベース1から孔開きパネルBの竪孔11に嵌挿さ
せる螺子棒2を起立させ、該螺子棒にその孔開きパネル
Bの下面を受ける受け金物3を昇降調整自在に螺合させ
たことを特徴とする。
(57) [Abstract] [Purpose] The fine level adjustment of the panel to be installed can be performed easily, easily, smoothly, quickly and accurately without any trouble.
It can be done and the construction efficiency can be improved, and multiple panels can be arranged in a good-looking manner without unevenness, and necrosis mortar that requires precision, labor, time, and skilled workers for raising is unnecessary. It is possible to reduce the inconvenience of manpower shortage, eliminate the waiting time of work, greatly shorten the construction period, do not take the trouble of scavenging work, and improve the quality of finished work,
It aims to reduce costs. [Structure] A screw rod 2 to be inserted into a vertical hole 11 of a perforated panel B is erected from a base 1, and a receiving member 3 for receiving the lower surface of the perforated panel B is screwed to the screw rod so as to be vertically adjustable. It is characterized by

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、起立させて配列する孔開き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 adjustment jig for a perforated panel that is arranged upright.

【0002】[0002]

【従来の技術】[Prior Art]

従来、コンクリート壁体の打込み型枠を組み立てる際には、その組立てに先立 ち、型枠の足元に根巻きモルタルを盛り上げ、その上に打込み型枠のパネルを起 立させている。 Conventionally, when assembling a concrete wall driving form, prior to the assembling, root-wrapping mortar is raised at the foot of the form and the driving form panel is erected on it.

【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。 根巻きモルタルではパネルのレベルを微細に調整することができず、複数の パネルを配列すると不揃いになって、甚だ見栄えが悪くなる。 根巻きモルタルが定規であり、かなりの精度が要求されるので、その盛り上 げには、手数と時間がかかり、また、熟練した作業員を要し、人手不足のおり 施工に支障を来すことがある。 根巻きモルタルの盛り上げに時間がかかるだけでなく、盛り上げた根巻きモ ルタルが硬化した後でなければ本格的にパネルを建込みできないため、工期が 長くなる。 コンクリート打込み後に、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. Nemaki mortar does not allow fine adjustment of the panel level, and if multiple panels are arranged, they will be uneven and will look very bad. Nemaki mortar is a ruler, and it requires considerable precision, so it takes time and time to raise it, and it requires skilled workers, which causes troubles in construction due to lack of manpower. There is. Not only does it take a long time to build up the Nemaki mortar, but the panel can only be built in earnest after the heaped Nemaki mortar has hardened, which increases the construction period. After the concrete is placed, it is necessary to clean the root-wrapping mortar, which is very troublesome. 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から孔開きパネルBの竪孔11に嵌挿 させる螺子棒2を起立させ、該螺子棒にその孔開きパネルBの下面を受ける受け 金物3を昇降調整自在に螺合させたことを特徴とする。 In order to achieve the above-mentioned object, the present invention raises a screw rod 2 which is inserted from a base 1 into a vertical hole 11 of a perforated panel B, and raises and lowers a bracket 3 which receives the lower surface of the perforated panel B. It is characterized by being screwed freely.

【0005】[0005]

【作用】[Action]

如上の構成であるから、使用に当たっては、そのレベル調整治具Aの受け金物 3の高さをあらかじめある程度調整しておき、ベース1にて所定の箇所に設置し 、建込みした孔開きパネルBの竪孔11を螺子棒2に嵌合させるとともに、その孔 開きパネルBの下面を受け金物3上に載置させ、かつ、所要に応じ、受け金物3 を螺動させて適宜にレベル調整し、更に、孔開きパネルBの下端の隙間を桟木C で閉じ、また、所要の支保工を施して、型枠を適正に組み立てる。 その後、孔開きパネルBの内側にコンクリートDを打設し、該コンクリートに 所定強度発現後、その型枠の一部乃至全部を適宜にを解体撤去する。すなわち、 孔開きパネルBを打込み型枠とするときは、孔開きパネルBとレベル調整治具A とを残して、その他を解体撤去し、また、孔開きパネルBを転用形型枠等とする ときは、全体的に解体撤去すればよい。 Because of the above configuration, in use, the height of the receiving object 3 of the level adjusting jig A is adjusted to some extent in advance, and the base 1 is installed at a predetermined position and the perforated panel B is installed. The vertical hole 11 is fitted to the screw rod 2, the lower surface of the holed panel B is placed on the receiving metal 3, and the receiving metal 3 is screwed as necessary to adjust the level appropriately. Further, the gap at the lower end of the perforated panel B is closed with a shackle C, and required supporting work is performed to properly assemble the formwork. After that, concrete D is placed inside the perforated panel B, and after a predetermined strength is exhibited in the concrete, a part or all of the formwork is appropriately dismantled and removed. That is, when the perforated panel B is used as a driving form, the perforated panel B and the level adjusting jig A are left and the other parts are dismantled and removed, and the perforated panel B is used as a transfer form. In some cases, it may be dismantled and removed as a whole.

【0006】[0006]

【実施例】【Example】

図面は、本考案の実施例を示している。 図において、Aは、本考案に係るレベル調整治具、Bは、該レベル調整治具を 用いて建込みした孔開きパネル、Cは、該孔開きパネルの下の隙間を閉じた桟木 、Dは、孔開きパネル及び桟木の内側に打設したコンクリートである。 レベル調整治具Aは、孔開きパネルBの厚さの範囲内に納まる幅の鋼製六角プ レートからなるベース1を設け、該ベースから孔開きパネルBの竪孔11に嵌挿さ せる適宜長さの螺子棒2を起立させ、該螺子棒にその孔開きパネルBの下面を受 ける鍔付き六角ナット状の受け金物3を昇降調整自在に螺合させている。なお、 ベース1には、板ナットを利用してもよい。 孔開きパネルBは、打込み型枠をなすものであり、表面材を兼ねて打設コンク リートの表面に打込み一体化させることにより、表面下地作業乃至仕上げ作業を 省略するとともに、撤去作業を排し、廃材を極力少なくして、捨場が問題となっ ている産業廃棄物を低減し、世界的に無秩序な森林の伐採が問題となっている木 材の使用を減らそうとするものである。 而して、孔開きパネルBは、両端部に前記螺子棒2が嵌まる竪孔11を穿設し、 内面に打込み接合させる蟻・蟻溝状等の凹凸条を備えた押出成形セメント板であ り、素材としては、水硬性無機質バインダーと無機あるいは有機繊維とその他の 骨材及び水を混合したものを用い、これを押出成形機に送り込んで高圧にて押出 成形してなる。なお、かかるものに限るものではなく、他の材質、形成手段によ るものでもよいことは勿論である。 The drawings show embodiments of the invention. In the figure, A is a level adjusting jig according to the present invention, B is a perforated panel built using the level adjusting jig, C is a pier with a gap below the perforated panel closed, and D Is a concrete placed inside the perforated panel and the pier. The level adjusting jig A is provided with a base 1 made of a hexagonal steel plate having a width that fits within the thickness range of the perforated panel B, and an appropriate length to be inserted from the base 1 into the vertical hole 11 of the perforated panel B. A hexagonal nut-shaped receiver 3 for receiving the lower surface of the perforated panel B is screwed to the screw rod 2 so as to be vertically adjustable. A plate nut may be used for the base 1. The perforated panel B forms a driving mold, and by being driven and integrated into the surface of the casting concrete also as a surface material, the surface priming work or finishing work can be omitted and the removal work can be eliminated. The goal is to reduce the amount of waste wood as much as possible, reduce the amount of industrial waste that is a problem for disposal, and reduce the use of wood, which is a problem in the world's unregulated logging. Thus, the perforated panel B is an extruded cement board provided with pits 11 into which the screw rods 2 are fitted at both ends, and is provided with concave and convex ridges, etc., that are driven and joined to the inner surface. As a raw material, a mixture of a hydraulic inorganic binder, an inorganic or organic fiber, other aggregate and water is used, and the mixture is sent to an extruder and extruded at high pressure. Of course, the material is not limited to this, and other materials and forming means may be used.

【0007】 如上の構成であり、レベル調整治具Aは、受け金物3の高さをあらかじめある 程度調整しておき、図2、図3に示すように、所要数をベース1にて所定の箇所 に一列に配列して設置し、建込みした複数の孔開きパネルBの各竪孔11をそれぞ れ螺子棒2に嵌合させるとともに、各孔開きパネルBの下面をそれぞれ受け金物 3上に載置させ、かつ、所要に応じ、各受け金物3を螺動させて適宜にレベル調 整し、更に、各孔開きパネルBの下端の隙間を、外側にてそれぞれ釘Eで仮固定 した桟木Cで閉じ、また、所要の支保工を施して、型枠を適正に組み立てる。 その後、各孔開きパネルBの内側にコンクリートDを打設し、該コンクリート に所定強度発現後、それらの孔開きパネルBとレベル調整治具Aとを残して、そ の他を解体撤去する。With the above-described structure, the level adjusting jig A adjusts the height of the receiving object 3 to some extent in advance, and as shown in FIGS. The vertical holes 11 of the plurality of perforated panels B installed in a row are fitted into the screw rods 2, respectively, and the lower surface of each perforated panel B is placed on the receiving metal 3 respectively. And adjust the level appropriately by screwing each receiving object 3 as required, and further, the gaps at the lower ends of the perforated panels B are temporarily fixed with nails E respectively on the outside. Properly assemble the formwork by closing it with the pier C and performing the necessary support work. Then, concrete D is placed inside each perforated panel B, and after the concrete has developed a predetermined strength, the perforated panel B and the level adjusting jig A are left and the other parts are dismantled and removed.

【0008】[0008]

【考案の効果】[Effect of the device]

本考案によれば、あらかじめ受け金物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、建込みした孔開きパネルBの竪孔11を螺子棒2に嵌合さ せて受け金物3上に載置させることができ、もって、所要に応じ、受け金物3を 螺動させて適宜にレベル調整でき、そして、孔開きパネルBの下端の隙間を桟木 Cで閉じることができるので、 根巻きモルタルでは不可能な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、複数のパネルを、不揃いなく、見栄 えよく、配列することができる。 盛り上げに精度、手数、時間、熟練作業員を要する根巻きモルタルが不要と なり、人手不足の不都合を低減できる。 作業に根巻きモルタルの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。 コンクリート打込み後の根巻きモルタルの斫り作業を要せず、斫り作業の手 数がかからない。 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 receiving member 3 is adjusted to some extent in advance, and the receiving member 3 is installed at a predetermined position on the base 1, and the vertical hole 11 of the built-in perforated panel B is fitted to the screw rod 2. It can be placed on the receiving object 3, so that if necessary, the receiving object 3 can be screwed to adjust the level appropriately, and the gap at the lower end of the perforated panel B can be closed with the pier C. Therefore, fine level adjustment of the panel, which is impossible with the root-wrapping mortar, can be performed easily, easily, smoothly, quickly, and accurately without any hindrance, and the construction efficiency can be improved. Also, this allows a plurality of panels to be arranged in a good-looking manner without unevenness. It eliminates the need for neck roll mortar, which requires precision, labor, time, and skilled workers to raise the heap, thus reducing the inconvenience of lack of manpower. It does not require a waiting time for work as in the case of Nemaki mortar, and the construction period can be greatly shortened. No need to pick the root-wrapping mortar after the concrete is placed, so the picking work is not troublesome. 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使用状
態截断側面図である。
FIG. 1 is a cutaway side view of a level adjusting jig in use according to an embodiment of the present invention.

【図2】同例のレベル調整治具の平面図である。FIG. 2 is a plan view of a level adjusting jig of the same example.

【図3】同例のレベル調整治具の使用態様説明図であ
る。
FIG. 3 is an explanatory view of a usage state of the level adjusting jig of the same example.

【符号の説明】[Explanation of symbols]

A レベル調整治具 B 孔開きパネル C 桟木 D コンクリート E 釘 1 ベース 2 螺子棒 3 受け金物 11 竪孔 A Level adjustment jig B Hole opening panel C Jog D Concrete E Nail 1 Base 2 Screw rod 3 Receiving material 11 Vertical 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から孔開きパネルBの竪孔11に
嵌挿させる螺子棒2を起立させ、該螺子棒にその孔開き
パネルBの下面を受ける受け金物3を昇降調整自在に螺
合させたことを特徴とする孔開きパネルのレベル調整治
具。
1. A screw rod 2 to be inserted into a vertical hole 11 of a perforated panel B is erected from a base 1 and a receiving member 3 for receiving the lower surface of the perforated panel B is screwed to the screw rod so as to be vertically adjustable. A level adjustment jig for perforated panels characterized by being made.
JP1991113482U 1991-12-26 1991-12-26 Level adjustment jig for perforated panel of driving formwork Expired - Lifetime JP2584052Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991113482U JP2584052Y2 (en) 1991-12-26 1991-12-26 Level adjustment jig for perforated panel of driving formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991113482U JP2584052Y2 (en) 1991-12-26 1991-12-26 Level adjustment jig for perforated panel of driving formwork

Publications (2)

Publication Number Publication Date
JPH0554712U true JPH0554712U (en) 1993-07-23
JP2584052Y2 JP2584052Y2 (en) 1998-10-30

Family

ID=14613408

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991113482U Expired - Lifetime JP2584052Y2 (en) 1991-12-26 1991-12-26 Level adjustment jig for perforated panel of driving formwork

Country Status (1)

Country Link
JP (1) JP2584052Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017002469A (en) * 2015-06-04 2017-01-05 株式会社丸高工業 Formwork structure
JP2017002465A (en) * 2015-06-04 2017-01-05 株式会社丸高工業 Formwork structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101476665B1 (en) * 2012-11-23 2015-01-06 주식회사 예스스틸 Both-sided insulated form for construction work integrating insulation

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6328742U (en) * 1986-08-12 1988-02-25
JPH02139264U (en) * 1989-04-24 1990-11-21

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6328742U (en) * 1986-08-12 1988-02-25
JPH02139264U (en) * 1989-04-24 1990-11-21

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017002469A (en) * 2015-06-04 2017-01-05 株式会社丸高工業 Formwork structure
JP2017002465A (en) * 2015-06-04 2017-01-05 株式会社丸高工業 Formwork structure

Also Published As

Publication number Publication date
JP2584052Y2 (en) 1998-10-30

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