JP2010281114A - Anchor bolt with base - Google Patents

Anchor bolt with base Download PDF

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Publication number
JP2010281114A
JP2010281114A JP2009135639A JP2009135639A JP2010281114A JP 2010281114 A JP2010281114 A JP 2010281114A JP 2009135639 A JP2009135639 A JP 2009135639A JP 2009135639 A JP2009135639 A JP 2009135639A JP 2010281114 A JP2010281114 A JP 2010281114A
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Japan
Prior art keywords
concrete
anchor bolt
construction
devices
base
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JP2009135639A
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Japanese (ja)
Inventor
Yoshifumi Shigenobu
好文 重信
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Individual
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Individual
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problem wherein in the conventional foundation work for equipment and devices, proceeding to the next process is not performed until concrete reaches a proper strength, so that under some construction condition (such as outside air temperature), the process of construction takes one to several weeks before the devices can be installed, and further a post construction anchor used in most of fields is more simple in construction as compared with the anchor bolt, but it is such a simplified construction method to lower the strength, and it requires technology and time to adjust the level of concrete crest of a portion where the devices are installed, and although precast product is provided for reduction of term of works, the product cannot be used when non-landing is not corrected, resulting in limitation on application. <P>SOLUTION: In order to eliminate the above problem, the devices are installed on the anchor bolt with a base before concrete is placed, and after the level is adjusted and the bolt is tightened, concrete is placed. Thus, the disadvantages are all overcome. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

この発明は、基礎のコンクリートを打設する前に、上部の機器類を固定し、その後にコンクリートを打つ事の出来る、ベース付アンカーボルトに関するものである。   The present invention relates to an anchor bolt with a base capable of fixing upper equipment before placing concrete on a foundation and then placing concrete on it.

本来、コンクリートの基礎を作成する場合、アンカーボルトを正確に入れる必要が有るが、アンカーセットが難しい土間の場合、コンクリート打設時にアンカーボルトが位置ずれを起こす確立が高く修正に手間と労力がかかっていた。この為に、コンクリートが固まるのを待って、アンカーの位置出しを行い、ドリルで穴を開けて“あと施工アンカー”を打ち込んでいた。あと施工アンカーは、施工が簡単ではあるが、コンクリートの強度が適正値になるのを待って打ち込まないといけないので、アンカーセットをする工法と比べ数週間程次の工程に進めなかった。これが施工期間を長くしている要因であった。 Originally, when creating a concrete foundation, it is necessary to insert anchor bolts accurately. However, in the case of soil where anchor setting is difficult, it is highly probable that the anchor bolts will be misaligned when placing concrete, and it takes effort and labor to correct them. It was. For this purpose, waiting for the concrete to harden, positioning the anchors, drilling holes with them, and driving “post-construction anchors”. Post-construction anchors are easy to construct, but they have to be driven in after the concrete strength has reached an appropriate value, so we could not proceed to the next process for several weeks compared to the method of anchor setting. This was a factor that made the construction period longer.

そこで、工期短縮を目的とした、プレキャストコンクリートの製品もあるが、用途がある程度限定され、小規模の物にしか対応できていない、なお一番の欠点は、レベル差の無い平坦な所にしか設置出来ないので、使用できる場面が非常に限られる点である。 Therefore, there are precast concrete products for the purpose of shortening the construction period, but their use is limited to a certain extent and they can only deal with small-scale items. The main drawback is only in flat places where there is no level difference. Since it cannot be installed, the scenes that can be used are very limited.

コンクリートの天端押さえは左官職人の技量が問われる、特に大型機器を設置する場合に3点支持の場合は不陸が有ってもガタツキは無いが、4点以上の支持になると、不陸が有れば機器の座りが悪く、ガタツキが起こっていた。 The top of the concrete is required to have a plasterer's skill. Especially when installing large equipment, there is no backlash even if there is unevenness in the case of 3 points, but if it becomes 4 points or more, it is uneven. If there was, the equipment was not sat down and rattled.

発明者が解決しようとする課題Problems to be solved by the inventor

これには次のような欠点があった。
(イ)コンクリートに適正な強度が出るまで次の工程に進めないので、施工の条件(外気温など)によっては、工事の工程が1週間から数週間長くなっていた。
(ロ)あと施工アンカーは、アンカーボルトと比較し、施工は簡単だが、引き抜き強度は小さくなってしまう。
(ハ)プレキャスト製品は、不陸を直さないと使用できなかった。
(二)機器の設置される部分のコンクリート天端のレベルを調整することに、技術と時間を要していた。
This has the following drawbacks.
(B) Since the next process cannot be carried out until the proper strength is obtained in the concrete, the construction process was extended from one week to several weeks depending on the construction conditions (outside temperature, etc.).
(B) The construction anchor is easier to construct than the anchor bolt, but the pull-out strength is reduced.
(C) The precast product could not be used unless the unevenness was corrected.
(2) It took time and skill to adjust the level of the top of the concrete where the equipment is installed.

本発明は、以上のような問題を解決しようとするものである。 The present invention is intended to solve the above problems.

上記の課題を除くためには、コンクリートを打って、コンクリートに強度が出てから工程を進めるという既成概念を払拭する必要が有る。つまり、コンクリートを打つ前にベース付アンカーボルトの上に機器を設置し、レベル合わせとボルト締めを行った後にコンクリートを打ち込めば、上記の欠点は全て解消できる。 In order to eliminate the above problems, it is necessary to wipe out the existing concept of hitting concrete and proceeding the process after the strength of the concrete is achieved. In other words, if the equipment is installed on the anchor bolt with the base before the concrete is cast and the concrete is driven after leveling and bolting, all the above-mentioned drawbacks can be solved.

ベース付アンカーボルトに機器を固定した後でコンクリートを打つので、コンクリート打設後にアンカーボルトにずれが生じたり、設置箇所でレベルが合っていない、という不具合は、解消します。 Since the concrete is cast after fixing the equipment to the anchor bolt with base, the problem that the anchor bolt is displaced after the concrete is cast or the level at the installation location is not correct is solved.

コンクリートを打設した直後から次の工程に進むので、数週間の工期が短縮される。 Since the process proceeds to the next process immediately after placing the concrete, the work period of several weeks is shortened.

以下、本発明を実施の形態を図1〜図5に基づいて説明する。 Embodiments of the present invention will be described below with reference to FIGS.

先ず、荷重を支えるベースプレート1にメインアンカーボルト3を長さ調整用上ナット4及び長さ調整用下ナット5で固定する。この時に、設置場所のコンクリートの厚みと設置後の首の出を考慮し締め付けの位置を微調整する。 First, the main anchor bolt 3 is fixed to the base plate 1 supporting the load with the upper nut 4 for length adjustment and the lower nut 5 for length adjustment. At this time, the tightening position is finely adjusted in consideration of the thickness of the concrete at the installation location and the protrusion of the neck after installation.

地盤が傾斜しているなどの要因でメインアンカーボルト3が垂直に立っていない場合や、地盤に引っ張り反力を期待する場合は目的に応じたアンカーを、地盤アンカー用穴6を使って地盤に打ち込むこととする。 If the main anchor bolt 3 is not standing vertically due to factors such as the ground being inclined or if a pulling reaction force is expected on the ground, an anchor according to the purpose is used for the ground using the ground anchor hole 6. I will drive it.

その後、レベル調整用ナット2の天端でレベル合わせを行い、機器を設置し、機器柱脚固定ナット11を締め付け、固定を完了し、コンクリート12を機器の柱脚金物下端まで打設をおこなう。 After that, level adjustment is performed at the top end of the level adjusting nut 2, the equipment is installed, the equipment column base fixing nut 11 is tightened, the fixing is completed, and the concrete 12 is driven to the lower end of the equipment column base hardware.

1つの柱脚金物を2本以上のアンカーボルトで止める場合は、図3のようにサブアンカーボルト8を固定する機器の柱脚金物7にサブアンカーボルト固定用上ナット9とサブアンカーボルト固定用下ナット10で仮固定し、メインアンカーボルト3に設置する。 When fixing one column base metal with two or more anchor bolts, as shown in FIG. 3, the sub anchor bolt fixing upper nut 9 and the sub anchor bolt fixing to the column base metal 7 of the apparatus for fixing the sub anchor bolt 8 Temporarily fixed with the lower nut 10 and installed on the main anchor bolt 3.

その後、図4のようにサブアンカーボルト固定用上ナット9と、サブアンカーボルト固定用下ナット10を調整し、サブアンカーボルト8の下端がベースプレート1に接する所で固定し、メインアンカーボルト3と固定する機器の柱脚金物7とを機器柱脚固定ナット11で固定を完了し、コンクリート12を打設する。 Thereafter, as shown in FIG. 4, the sub-anchor bolt fixing upper nut 9 and the sub-anchor bolt fixing lower nut 10 are adjusted and fixed at a position where the lower end of the sub-anchor bolt 8 contacts the base plate 1. Fixing the column base metal 7 of the device to be fixed with the device column base fixing nut 11, and placing concrete 12.

以上のように、本実施形態によれば、アンカーボルトにコンクリートを付着させることが出来、コンクリートの養生期間に全く影響を受けないので、工期を大幅に短縮することが可能となる。 As described above, according to the present embodiment, the concrete can be adhered to the anchor bolt, and since it is not affected at all by the curing period of the concrete, the construction period can be greatly shortened.

図2におけるA−A線断面図AA line sectional view in FIG. 本発明の実施形態を示すまえ施工アンカーボルトの平面図The top view of the prior construction anchor bolt which shows embodiment of this invention サブアンカーボルトを固定する機器の柱脚金物に設置した断面図Sectional view installed on the column base hardware of the equipment to fix the sub-anchor bolt 固定する機器の柱脚金物をメインアンカーボルトに設置した断面図Sectional view of the column base hardware of the equipment to be fixed installed on the main anchor bolt コンクリート打設後の断面図Cross section after placing concrete

1 ベースプレート
2 レベル調整用ナット
3 メインアンカーボルト
4 ベース固定用上ナット
5 ベース固定用下ナット
6 地盤アンカー用穴
7 固定する機器の柱脚金物
8 サブアンカーボルト
9 サブアンカーボルト固定用上ナット
10 サブアンカーボルト固定用下ナット
11 機器柱脚固定ナット
12 コンクリート
DESCRIPTION OF SYMBOLS 1 Base plate 2 Level adjustment nut 3 Main anchor bolt 4 Base fixing upper nut 5 Base fixing lower nut 6 Ground anchor hole 7 Column base metal fixture 8 Sub anchor bolt 9 Sub anchor bolt fixing upper nut
10 Lower nut for fixing sub-anchor bolt 11 Equipment column base fixing nut 12 Concrete

Claims (2)

ベースの上にメインアンカーボルトを立てる、この時、長さを調整するためのナットと機器を設置するときのレベル調整用のナットを設け、地盤にこれを設置した後に機器をメインアンカーボルトに設置する、もしくは先に機器の柱脚に設置した後、設置場所に下ろしてレベルを合わせ設置を完了させる、いずれの場合もサブアンカーボルトが必要な場合はその設置も同時に行うベース付アンカーボルト。 Stand the main anchor bolt on the base. At this time, provide a nut for adjusting the length and a nut for level adjustment when installing the equipment. After installing this on the ground, install the equipment on the main anchor bolt. This is an anchor bolt with a base that is installed on the column base of the equipment first, and then lowered to the installation location to match the level and complete the installation. 地盤に不陸が有ったりベースが安定しづらい場合に地盤にアンカーを打ち込むための穴をベースに設けた請求項1記載のベース付アンカーボルト。 The anchor bolt with a base according to claim 1, wherein a hole for driving an anchor into the ground is provided in the base when the ground is uneven or the base is difficult to stabilize.
JP2009135639A 2009-06-05 2009-06-05 Anchor bolt with base Pending JP2010281114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009135639A JP2010281114A (en) 2009-06-05 2009-06-05 Anchor bolt with base

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JP2009135639A JP2010281114A (en) 2009-06-05 2009-06-05 Anchor bolt with base

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JP2010281114A true JP2010281114A (en) 2010-12-16

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018066142A (en) * 2016-10-18 2018-04-26 中国電力株式会社 Setting method for structure and foundation for setting structure
JP2019056282A (en) * 2017-09-22 2019-04-11 大和ハウス工業株式会社 Leg-shaped part support structure and method for producing the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018066142A (en) * 2016-10-18 2018-04-26 中国電力株式会社 Setting method for structure and foundation for setting structure
JP2019056282A (en) * 2017-09-22 2019-04-11 大和ハウス工業株式会社 Leg-shaped part support structure and method for producing the same

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