JP3020675U - Anchor bolt position adjustment nut and bolt - Google Patents
Anchor bolt position adjustment nut and boltInfo
- Publication number
- JP3020675U JP3020675U JP1995003564U JP356495U JP3020675U JP 3020675 U JP3020675 U JP 3020675U JP 1995003564 U JP1995003564 U JP 1995003564U JP 356495 U JP356495 U JP 356495U JP 3020675 U JP3020675 U JP 3020675U
- Authority
- JP
- Japan
- Prior art keywords
- bolt
- anchor
- anchor bolt
- position adjustment
- adjustment nut
- 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 - Lifetime
Links
Landscapes
- Foundations (AREA)
Abstract
(57)【要約】
【目的】アンカーボルトを正確な位置にセットするため
の、ナットとボルトを組合わせたもの。
【構成】リング(1)の下にボルト(2)を入れ、内ネ
ジ付き楕円形(3)を溶接し、(4)コーキング注入穴
を組み合わせた、アンカーボルト位置調整ナットとボル
トである。
(57) [Summary] [Purpose] A nut and bolt combination that sets the anchor bolt in the correct position. [Structure] An anchor bolt position adjusting nut and bolt in which a bolt (2) is inserted under a ring (1), an elliptical shape (3) with an internal thread is welded, and (4) a caulking injection hole is combined.
Description
【0001】[0001]
鉄骨建築で基礎工事のアンカーボルトに関するもの。 Anchor bolts for foundation work in steel frame construction.
【0002】[0002]
従来、鉄骨建築でアンカーボルトのセットは、捨てコンクリートに鉄板を固定 させてアンカーボルトをセットしたり、型枠にベースの孔に合わせた型を固定さ せその孔にアンカーボルトを入れコンクリートの打込みをしている。コンクリー トの打込みではコンクリートにアンカーボルトが押されて動いたり、型枠が動い たりしてアンカーボルトが正確な位置に納まらず、後でアンカーボルトを曲げて 直していた。 Conventionally, anchor bolts are set in steel-framed construction by fixing an iron plate to abandoned concrete to set the anchor bolts, or by fixing a mold that matches the holes of the base in the formwork and inserting the anchor bolts into the holes to drive the concrete. Are doing When the concrete was driven, the anchor bolts were pushed into the concrete and moved, or the formwork moved so that the anchor bolts could not be placed in the correct position, and the anchor bolts had to be bent again afterwards.
【0003】[0003]
これには、次のような欠点があった。 (イ) アンカーボルトを曲げて直すので正確な位置にするのには困難である 。 (ロ) 太いアンカーボルトの場合、曲げて直すためにはアセチレンガスで焼 いて直していた。そのため正確な位置にするのには困難で、またアセチレンガス で焼くのでアンカーボルトが変形したりしていた。 (ハ) アンカーボルトを正確な位置にするのには困難なためベースプレート の孔がアンカーボルトの径より5mm大きく開けられていた。 (ニ) ベースプレートの孔とアンカーボルト径の差が5mmあるため、柱を 正確な位置にするのには困難で、柱がねじれて建てられ、柱を直すのに苦労して いた。 This had the following drawbacks. (B) It is difficult to place the anchor bolt in the correct position because it is bent and fixed again. (B) In the case of thick anchor bolts, it was burned with acetylene gas and then re-bent to bend it. As a result, it was difficult to get it to the correct position, and the anchor bolt was deformed because it was baked with acetylene gas. (C) Since it was difficult to place the anchor bolts in the correct position, the holes in the base plate were made 5 mm larger than the diameter of the anchor bolts. (D) Since the difference between the diameter of the hole in the base plate and the diameter of the anchor bolt was 5 mm, it was difficult to position the column accurately, and the column was twisted and built, and it was difficult to fix the column.
【0004】[0004]
本考案は、それらの欠点を除くために考案されたもので、これを図面について 説明すると、リング(1)の下に、ボルト(2)を入れ内ネジ付き楕円形(3) に溶接し、(4)コーキング注入穴を設け、それらを組み合わせたものである。 The present invention has been devised to eliminate these drawbacks, and it will be described with reference to the drawings. Under the ring (1), a bolt (2) is inserted and welded to an ellipse (3) with an internal thread, (4) A caulking injection hole is provided and these are combined.
【0005】[0005]
尚、実施に当たって次のようにする。従来の工法でアンカーボルトをベースプレ ート下より50mm〜80mm位下にアンカーボルト上部がくるようにセットし 、コンクリートを打込み、コンクリートの硬化後、アンカーボルトにナットを1 個入れ(3)の内ネジにアンカーボルトを入れる、(2)ボルトにもワッシャと ナットを入れておく。事前に通り墨を出し、アンカープランの型は孔の精度が0 .5mmアップ位の物を用意する、通り墨に合わせアンカープランの型を置き、 アンカーボルト調整ナットを回し、(2)ボルトも回し孔位置に合わせる、通り 墨に合わせたアンカープランの型を確認し、アンカーボルトに入れたナットで、 内ネジ付き楕円形部(3)を動かぬように締める、(2)ボルトも動かぬように ナットで締める。アンカープランの型をボルトからはずし、(4)コーキング注 入穴にコーキング剤(充填剤)を注入し、まわりをモルタルでかためる。 (ベースプレイトの孔を、アンカーボルト径より1mm〜2mm位大きな孔にす る。) In addition, in the implementation, the following is performed. Set the anchor bolt 50 mm to 80 mm below the base plate so that the upper part of the anchor bolt comes by the conventional construction method, drive the concrete, and after hardening the concrete, put one nut in the anchor bolt (3) Insert the anchor bolt into the screw, (2) Insert the washer and nut into the bolt. The ink is passed in advance and the anchor plan type has a hole accuracy of 0. Prepare a 5mm-up item, place the anchor plan mold according to the ink passage, turn the anchor bolt adjustment nut, and (2) also turn the bolt to adjust the hole position. Check the anchor plan die according to the ink passage. , Tighten the elliptical section (3) with the internal thread so that it does not move, and (2) tighten the nut so that the bolt does not move. Remove the anchor plan mold from the bolt, (4) Inject caulking agent (filler) into the caulking injection hole, and harden the surrounding area with mortar. (Make the holes in the base plate larger by 1 mm to 2 mm than the anchor bolt diameter.)
【0006】[0006]
基礎工事において、鉄骨の柱を建てる場合の土台になるアンカーボルトが正しく 納まり、鉄骨の柱のベースに接続する部分が正確であれば、柱のねじれを防ぎ、 又、基礎に近い部分の寸法もより正確になり、設計寸法にする事が可能になる。 In the foundation work, if the anchor bolts that will be the base for constructing steel columns are correctly installed and the part that connects to the base of the steel column is correct, the column will be prevented from twisting and the size of the part near the foundation will also be It becomes more accurate and can be made to the design size.
【図1】本考案の平面図FIG. 1 is a plan view of the present invention.
【図2】本考案の正面図FIG. 2 is a front view of the present invention.
【図3】本考案の側面図FIG. 3 is a side view of the present invention.
【図4】本考案の下から見た図FIG. 4 is a bottom view of the present invention
(1)はリング (2)は芯ずれしたボルト (3)は内ネジ付き楕円形 (4)はコーキング注入穴 (1) is a ring (2) is a misaligned bolt (3) is an oval with an internal thread (4) is a caulking injection hole
Claims (1)
れ、内ネジ付き楕円形(3)を溶接し、(4)コーキン
グ注入穴を組み合わせた、アンカーボルト位置調整ナッ
トとボルト。1. Anchor bolt position adjusting nut and bolt in which a bolt (2) is put under a ring (1), an internally threaded ellipse (3) is welded, and (4) a caulking injection hole is combined.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1995003564U JP3020675U (en) | 1995-03-14 | 1995-03-14 | Anchor bolt position adjustment nut and bolt |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1995003564U JP3020675U (en) | 1995-03-14 | 1995-03-14 | Anchor bolt position adjustment nut and bolt |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3020675U true JP3020675U (en) | 1996-02-06 |
Family
ID=43156042
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1995003564U Expired - Lifetime JP3020675U (en) | 1995-03-14 | 1995-03-14 | Anchor bolt position adjustment nut and bolt |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3020675U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0521079U (en) * | 1991-08-30 | 1993-03-19 | 加藤電機株式会社 | Tilt hinge for OA equipment |
-
1995
- 1995-03-14 JP JP1995003564U patent/JP3020675U/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0521079U (en) * | 1991-08-30 | 1993-03-19 | 加藤電機株式会社 | Tilt hinge for OA equipment |
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