JPH1037931A - Fastening device for aseismatic anchor bolt and fastening method therefor - Google Patents

Fastening device for aseismatic anchor bolt and fastening method therefor

Info

Publication number
JPH1037931A
JPH1037931A JP20878696A JP20878696A JPH1037931A JP H1037931 A JPH1037931 A JP H1037931A JP 20878696 A JP20878696 A JP 20878696A JP 20878696 A JP20878696 A JP 20878696A JP H1037931 A JPH1037931 A JP H1037931A
Authority
JP
Japan
Prior art keywords
concrete
anchor bolt
fastening
equipment
shaft
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
JP20878696A
Other languages
Japanese (ja)
Other versions
JP2961405B2 (en
Inventor
Koshiro Shimakura
幸四郎 嶋倉
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.)
SHIMAKURA TEKKOSHO KK
Original Assignee
SHIMAKURA TEKKOSHO KK
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 SHIMAKURA TEKKOSHO KK filed Critical SHIMAKURA TEKKOSHO KK
Priority to JP20878696A priority Critical patent/JP2961405B2/en
Publication of JPH1037931A publication Critical patent/JPH1037931A/en
Application granted granted Critical
Publication of JP2961405B2 publication Critical patent/JP2961405B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To extremely easily and reliably perform burying operation into concrete such as footing concrete and a concrete structure by preventing lateral swinging of a shaft part particularly when an earthquake occurs, and reliably preventing the occurrence of shear fracture in a screw part even if lateral directional shearing force acts on the screw part. SOLUTION: This fastening device for an aseismatic anchor bolt is constituted so that the burying side end part side of a shaft part 2 of an aseismatic anchor bolt 1 is buried in concrete A such as footing concrete and a concrete structure, and a fastening member 4 is properly screwed in a screw part 3 of a fastening side end part of the shaft part 2 of this aseismatic anchor bolt 1, and a support member C of various equipment, apparatuses, tanks B or the like is fastened. In this case, a shearing reinforcing nut 5 to increase strength of the screw part 3 to shear fracture is installed on the lower side of the fastening member 4 of the screw part 3 of the aseismatic anchor bolt 1 so that its lower part is buried in the concrete A such as the footing concrete and the concrete structure and its upper part is fitted in a support hole D of the support member C.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、主として基礎コン
クリートやコンクリート構造物等に各種設備、機器、水
槽等を据え付けるのに好適な耐震用アンカーボルトの締
着装置及びその締着方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic anchor bolt fastening device and a fastening method suitable for installing various facilities, equipment, water tanks and the like mainly on basic concrete and concrete structures. .

【0002】[0002]

【従来の技術】従来、この種のアンカーボルトとして
は、多種多様に創出されているが、その殆どが、軸部の
埋込側端部に鉤形状の抜止片が設けられ、且つ軸部の締
付側端部にネジ部が設けられていて、この軸部の締付側
端部のネジ部に締付ナットを、座金を介して捩込んで各
種設備、機器、水槽等の支持部材を締付けるようにして
いた。
2. Description of the Related Art Conventionally, various types of anchor bolts of this type have been created, but most of them are provided with hook-shaped retaining pieces at the end of the shaft portion on the embedding side, and the shaft portion has A screw portion is provided at the tightening side end, and a tightening nut is screwed into the screw portion at the tightening side end of this shaft portion via a washer to support various facilities, equipment, support members such as water tanks. I was trying to tighten it.

【0003】[0003]

【発明が解決しようとする課題】ところが、従来のアン
カーボルトは、軸部の締付側端部のネジ部に締付ナット
を、各種設備、機器、水槽等の支持部材が抜出さないよ
うに座金を介して捩込んで単なる締付けるのみであるた
め、アンカーボルトの軸方向(締付方向)へは配慮され
ているが、アンカーボルトの横方向(剪断方向)へは何
等配慮されておらず、ネジ部の剪断破壊に対する強度が
弱く、特に、地震発生時等に、軸部に横振れが発生して
ネジ部に横方向の剪断力が作用し、ネジ部が剪断破壊す
る虞があった。
However, in the conventional anchor bolt, a tightening nut is provided on a screw portion on a tightening side end of a shaft so that supporting members such as various facilities, equipment, and a water tank are not pulled out. Since it is simply tightened by screwing in through the washer, consideration is given to the axial direction (tightening direction) of the anchor bolt, but no consideration is given to the lateral direction (shear direction) of the anchor bolt. The strength of the thread portion against shear failure is weak. In particular, when an earthquake or the like occurs, lateral shaking occurs in the shaft portion, and a lateral shear force acts on the thread portion, so that the thread portion may be sheared and fractured.

【0004】そこで、本発明は、上述のような問題点に
着目して創出されたもので、ネジ部の剪断破壊に対する
強度を増大させて、特に地震発生時等に、軸部の横振れ
を防いで、ネジ部に横方向の剪断力が作用してもネジ部
が剪断破壊するのを確実に防止できるようにし、それ
に、基礎コンクリートやコンクリート構造物等のコンク
リート内への耐震用アンカーボルトの埋込操作を極めて
容易且つ確実にできるような耐震用アンカーボルトの締
着装置及びその締着方法を提供するものである。
Accordingly, the present invention has been made in consideration of the above-described problems, and has increased the strength of a screw portion against shear failure, thereby reducing the lateral deflection of a shaft portion particularly during an earthquake or the like. To prevent the screw portion from being sheared and broken even when a lateral shear force acts on the screw portion, and to install the seismic anchor bolt in concrete such as foundation concrete or concrete structure. An object of the present invention is to provide a seismic anchor bolt tightening device and a tightening method capable of extremely easily and reliably performing an embedding operation.

【0005】[0005]

【課題を解決するための手段】本発明の耐震用アンカー
ボルトの締着装置は、上述のような目的を達成するため
に、基礎コンクリートやコンクリート構造物等のコンク
リート内に耐震用アンカーボルトの軸部の埋込側端部側
を埋込んで、この耐震用アンカーボルトの軸部の締付側
端部のネジ部に適宜締付部材を捩込んで各種設備、機
器、水槽等の支持部材を締付けるようにした耐震用アン
カーボルトの締着装置において、前記耐震用アンカーボ
ルトのネジ部の締付部材下側に、前記ネジ部の剪断破壊
に対する強度を増大させる剪断補強ナットを、その下部
が前記基礎コンクリートやコンクリート構造物等のコン
クリート内に埋込まれ且つその上部が前記支持部材の支
持孔内に嵌込まれるように取付けたものである。
SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, a fastening device for an earthquake-resistant anchor bolt according to the present invention is provided in a concrete such as a foundation concrete or a concrete structure. Embed the embedded side end of the part, and screw the appropriate fastening member into the screw part of the fastening side end of the shaft part of this seismic anchor bolt to support various equipment, equipment, water tanks and other supporting members. In the fastening device for an earthquake-resistant anchor bolt which is to be tightened, a shear reinforcing nut for increasing the strength of the screw portion against shear failure is provided below a fastening member of a screw portion of the earthquake-resistant anchor bolt, and a lower portion thereof is provided with a It is embedded in concrete such as basic concrete or a concrete structure, and is mounted so that its upper part is fitted into the support hole of the support member.

【0006】また、本発明の耐震用アンカーボルトの締
着方法は、上述のような目的を達成するために、耐震用
アンカーボルトの軸部の締付側端部のネジ部下部に、外
周面の上部に各種設備、機器、水槽等を据え付けるべく
基礎コンクリートやコンクリート構造物等のコンクリー
トの仕上位置を示す目印テープが張られた剪断補強ナッ
トを取付け、この耐震用アンカーボルトの軸部の埋込側
端部側を、各種設備、機器、水槽等を据え付けるべく基
礎コンクリートやコンクリート構造物等のコンクリート
内に、前記剪断補強ナットの目印テープが前記コンクリ
ートの仕上位置に合うように埋込んだ後、この耐震用ア
ンカーボルトの剪断補強ナットの上部に各種設備、機
器、水槽等の支持部材の支持孔を嵌込んで、前記耐震用
アンカーボルトの軸部の締付側端部のネジ部上部に適宜
締付部材を捩込んで各種設備、機器、水槽等の支持部材
を締付けるようにする。
Further, in order to achieve the above-mentioned object, the method of fastening an earthquake-resistant anchor bolt according to the present invention provides an outer peripheral surface at a lower portion of a screw portion at a fastening end of a shaft portion of the earthquake-resistant anchor bolt. In order to install various facilities, equipment, water tanks, etc., a shear reinforcement nut with a mark tape indicating the finishing position of concrete such as basic concrete or concrete structure is installed on the upper part of the anchor, and the shaft of this anchor bolt for earthquake resistance is embedded. After embedding the side end side in various types of equipment, equipment, concrete such as a foundation concrete or a concrete structure to install a water tank, etc., so that the mark tape of the shear reinforcing nut matches the finishing position of the concrete, A support hole of a support member such as various facilities, equipment, and a water tank is fitted into an upper portion of the shear reinforcing nut of the seismic anchor bolt, and a shaft of the seismic anchor bolt is provided. Crowded twisting appropriate fastening member to the threaded portion upper tightening end various types of equipment, instruments, so that clamp the support member of the aquarium or the like.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態とし
て、基礎コンクリートやコンクリート構造物等に各種設
備、機器、水槽等を据え付ける状態を図面に基づいて説
明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, as an embodiment of the present invention, a state in which various facilities, equipment, a water tank and the like are installed on a basic concrete or a concrete structure will be described with reference to the drawings.

【0008】本発明の耐震用アンカーボルトの締着装置
は、図1乃至図3に示すように、基礎コンクリートやコ
ンクリート構造物等のコンクリートA内に耐震用アンカ
ーボルト1の軸部2の埋込側端部側を埋込んで、この耐
震用アンカーボルト1の軸部2の締付側端部のネジ部3
に適宜締付部材4を捩込んで各種設備、機器、水槽B等
の支持部材Cを締付けるようにした耐震用アンカーボル
トの締着装置において、前記耐震用アンカーボルト1の
ネジ部3の締付部材4下側に、前記ネジ部3の剪断破壊
に対する強度を増大させる剪断補強ナット5を、その下
部が前記基礎コンクリートやコンクリート構造物等のコ
ンクリートA内に埋込まれ且つその上部が前記支持部材
Cの支持孔D内に嵌込まれるように取付けたものであ
る。
As shown in FIGS. 1 to 3, a fastening device for an anchor bolt for seismic anchor according to the present invention is such that a shaft part 2 of the anchor bolt for seismic anchor 1 is embedded in a concrete A such as a foundation concrete or a concrete structure. The side end portion is embedded, and the screw portion 3 at the tightening side end of the shaft portion 2 of the seismic anchor bolt 1 is inserted.
In the tightening device for the seismic anchor bolt, the tightening member 4 is appropriately screwed in to tighten the support member C such as various facilities, equipment, and the water tank B. A shear reinforcing nut 5 for increasing the strength of the screw portion 3 against shear failure is embedded below the member 4, a lower portion of the nut 5 is embedded in the concrete A such as the foundation concrete or the concrete structure, and an upper portion thereof is the support member. It is attached so as to be fitted into the support hole D of C.

【0009】即ち、前記耐震用アンカーボルト1は、直
径が略16mm程度の軸部2の埋込側端部に鉤形状の抜止
片7を設け、且つ軸部2の締付側端部にネジ部3を設け
るように形成されている。
More specifically, the seismic anchor bolt 1 is provided with a hook-shaped retaining piece 7 at the embedded end of the shaft portion 2 having a diameter of about 16 mm, and a screw at the tightening end of the shaft portion 2. The portion 3 is formed.

【0010】また、前記締付部材4としては、好ましく
は下側に丸座金8又はスプリング座金を介した締付ナッ
ト9が良いが、鍔付き締付ナットや前記支持部材Cの支
持孔Dの径よりも大径の締付ナットのみでも良い。
The fastening member 4 is preferably a fastening nut 9 via a round washer 8 or a spring washer on the lower side, but a flanged fastening nut or a support hole D of the support member C is preferably used. Only a tightening nut having a diameter larger than the diameter may be used.

【0011】それに、前記剪断補強ナット5は、直径が
略30mm程度で長さが略25mm程度の筒体10の内周面
にメネジを設けるように形成されている。尚、この剪断
補強ナット5は、筒体10の内周面のメネジを耐震用ア
ンカーボルト1のネジ部3の締付部材4下側に捩込んで
取付けるように図示されているが、これに限らず、耐震
用アンカーボルト1の締付部材4下側にネジ部3を設け
ず、且つ筒体10の内周面にメネジを設けずに、耐震用
アンカーボルト1の締付部材4下側に剪断補強ナット5
の筒体10を嵌込んで接着剤で接着したり、或いは単な
る嵌合させるのみで取付けるようにしても良い。
The shear reinforcing nut 5 is formed so that a female screw is provided on the inner peripheral surface of the cylindrical body 10 having a diameter of about 30 mm and a length of about 25 mm. It should be noted that the shearing reinforcement nut 5 is illustrated in such a manner that a female screw on the inner peripheral surface of the cylindrical body 10 is screwed and attached to the lower side of the tightening member 4 of the screw portion 3 of the seismic anchor bolt 1. Without limiting, the screw portion 3 is not provided below the fastening member 4 of the seismic anchor bolt 1, and the female screw is not provided on the inner peripheral surface of the tubular body 10, and the lower side of the fastening member 4 of the seismic anchor bolt 1 is not provided. To shear nut 5
The cylindrical body 10 may be fitted and adhered with an adhesive, or may be fitted simply by fitting.

【0012】ここで、本発明と従来との各種設備、機
器、水槽B等の支持部材Cの締付部分の直径を比較する
と、従来の普通のアンカーボルトは直径が16mmで断面
積が 200mm2 であるのに対し、本発明は耐震用アンカ
ーボルト1と剪断補強ナット5との和になるため、直径
が30mmで断面積が 707mm2 となり、断面積が従来の
略3.5 倍である。従って、従来の普通のアンカーボルト
は直径が16mmで剪断力が1.81トンであるのに対し、本
発明は耐震用アンカーボルト1と剪断補強ナット5との
和であって、直径が30mmで剪断力が6.36トンとなり、
剪断力が従来の略3.5 倍であることから、従来の普通の
アンカーボルトよりネジ部3の剪断破壊に対する強度を
略3.5 倍増大させることができる。
A comparison of the diameters of the fastening parts of the support member C of the present invention with those of the conventional various facilities, equipment, water tanks B, etc. shows that the conventional ordinary anchor bolt has a diameter of 16 mm and a cross-sectional area of 200 mm 2. On the other hand, in the present invention, since the sum of the seismic anchor bolt 1 and the shear reinforcing nut 5 is used, the diameter is 30 mm, the cross-sectional area is 707 mm 2 , and the cross-sectional area is approximately 3.5 times the conventional one. Therefore, while the conventional ordinary anchor bolt has a diameter of 16 mm and a shearing force of 1.81 tons, the present invention is the sum of the seismic anchor bolt 1 and the shear reinforcing nut 5, and has a diameter of 30 mm and a shearing force of 5 mm. Becomes 6.36 tons,
Since the shearing force is approximately 3.5 times that of the conventional anchor bolt, the strength of the thread portion 3 against shear failure can be increased by approximately 3.5 times compared with the conventional ordinary anchor bolt.

【0013】一方、本発明の耐震用アンカーボルトの締
着方法としては、先ず、耐震用アンカーボルト1の軸部
2の締付側端部のネジ部3下部に、外周面の上部に各種
設備、機器、水槽B等を据え付けるべく基礎コンクリー
トやコンクリート構造物等のコンクリートAの仕上位置
を示す目印テープ6が張られた剪断補強ナット5を取付
ける。次に、この耐震用アンカーボルト1の軸部2の埋
込側端部側を、各種設備、機器、水槽B等を据え付ける
べく基礎コンクリートやコンクリート構造物等のコンク
リートA内に、前記剪断補強ナット5の目印テープ6が
前記コンクリートAの仕上位置に合うように埋込む。そ
の後、この耐震用アンカーボルト1の剪断補強ナット5
の上部に各種設備、機器、水槽B等の支持部材Cの支持
孔Dを嵌込んで、前記耐震用アンカーボルト1の軸部2
の締付側端部のネジ部3上部に適宜締付部材4を捩込ん
で各種設備、機器、水槽B等の支持部材Cを締付けるよ
うにするものである。
On the other hand, as a method of fastening the seismic anchor bolt of the present invention, first, various facilities are provided below the screw part 3 on the fastening side end of the shaft part 2 of the seismic anchor bolt 1 and on the upper part of the outer peripheral surface. In order to install the equipment, the water tank B, etc., the shear reinforcing nut 5 to which the mark tape 6 indicating the finishing position of the concrete A such as the foundation concrete or the concrete structure is attached. Next, the embedded end of the shaft portion 2 of the seismic anchor bolt 1 is inserted into concrete A such as a foundation concrete or a concrete structure in order to install various facilities, equipment, a water tank B, etc. 5 is embedded so that the mark tape 6 matches the finishing position of the concrete A. After that, the shear reinforcement nut 5 of this seismic anchor bolt 1
A support hole D of a support member C such as various facilities, equipment, and a water tank B is fitted into an upper part of the shaft part 2 of the seismic anchor bolt 1.
The fastening member 4 is appropriately screwed into the upper part of the threaded portion 3 at the fastening side end to tighten the supporting members C such as various facilities, equipment, and the water tank B.

【0014】[0014]

【発明の効果】本発明の耐震用アンカーボルトの締着装
置は、上述のように、基礎コンクリートやコンクリート
構造物等のコンクリートA内に耐震用アンカーボルト1
の軸部2の埋込側端部側を埋込んで、この耐震用アンカ
ーボルト1の軸部2の締付側端部のネジ部3に適宜締付
部材4を捩込んで各種設備、機器、水槽B等の支持部材
Cを締付けるようにした耐震用アンカーボルトの締着装
置において、前記耐震用アンカーボルト1のネジ部3の
締付部材4下側に、前記ネジ部3の剪断破壊に対する強
度を増大させる剪断補強ナット5を、その下部が前記基
礎コンクリートやコンクリート構造物等のコンクリート
A内に埋込まれ且つその上部が前記支持部材Cの支持孔
D内に嵌込まれるように取付けたから、各種設備、機
器、水槽B等の支持部材Cの締付部分の直径が耐震用ア
ンカーボルト1と剪断補強ナット5との和になり、ネジ
部3の剪断破壊に対する強度を増大させることができる
ため、特に地震発生時等に、軸部2の横振れを防ぐこと
ができることから、ネジ部3に横方向の剪断力が作用す
ることなく、ネジ部3が剪断破壊するのを確実に防止す
ることができる。
As described above, the fastening device for an earthquake-resistant anchor bolt according to the present invention is provided in a concrete A such as a foundation concrete or a concrete structure.
Of the shaft portion 2 of the seismic anchor bolt 1 is screwed into the screw portion 3 at the tightening side end of the shaft portion 2 of the seismic anchor bolt 1. In a fastening device for an earthquake-resistant anchor bolt adapted to fasten a support member C such as a water tank B, a screw member 3 of the earthquake-resistant anchor bolt 1 is provided below a fastening member 4 against a shear failure of the screw portion 3. Since the shear reinforcing nut 5 for increasing the strength is mounted so that its lower part is embedded in the concrete A such as the foundation concrete or concrete structure, and its upper part is fitted in the support hole D of the support member C. The diameter of the tightening portion of the supporting member C such as various facilities, equipment, and the water tank B becomes the sum of the seismic anchor bolt 1 and the shear reinforcing nut 5, and the strength of the screw portion 3 against shear failure can be increased. Because of the earthquake Etc, since it is possible to prevent the runout side of the shank 2 without shearing forces in the transverse direction to the screw portion 3 acts can screw portion 3 is reliably prevented from being shear failure.

【0015】また、本発明の耐震用アンカーボルトの締
着方法は、耐震用アンカーボルト1の軸部2の締付側端
部のネジ部3下部に、外周面の上部に各種設備、機器、
水槽B等を据え付けるべく基礎コンクリートやコンクリ
ート構造物等のコンクリートAの仕上位置を示す目印テ
ープ6が張られた剪断補強ナット5を取付け、この耐震
用アンカーボルト1の軸部2の埋込側端部側を、各種設
備、機器、水槽B等を据え付けるべく基礎コンクリート
やコンクリート構造物等のコンクリートA内に、前記剪
断補強ナット5の目印テープ6が前記コンクリートAの
仕上位置に合うように埋込んだ後、この耐震用アンカー
ボルト1の剪断補強ナット5の上部に各種設備、機器、
水槽B等の支持部材Cの支持孔Dを嵌込んで、前記耐震
用アンカーボルト1の軸部2の締付側端部のネジ部3上
部に適宜締付部材4を捩込んで各種設備、機器、水槽B
等の支持部材Cを締付けるようにしたから、耐震用アン
カーボルト1の軸部2の埋込側端部側を、各種設備、機
器、水槽B等を据え付けるべく基礎コンクリートやコン
クリート構造物等のコンクリートA内に埋込む際に、剪
断補強ナット5の外周面上部の目印テープ6をコンクリ
ートAの仕上位置に合わせることができるため、基礎コ
ンクリートやコンクリート構造物等のコンクリートA内
への耐震用アンカーボルト1の埋込操作を極めて容易且
つ確実にすることができる。
Further, the method of fastening the seismic anchor bolt of the present invention includes the steps of mounting various equipment, equipment, and the like on the lower part of the screw part 3 on the fastening side end of the shaft part 2 of the seismic anchor bolt 1 and on the upper part of the outer peripheral surface.
In order to install the water tank B and the like, a shear reinforcing nut 5 to which a mark tape 6 indicating a finishing position of the concrete A such as a basic concrete or a concrete structure is attached is attached, and an embedded end of the shaft portion 2 of the seismic anchor bolt 1 is mounted. The part side is embedded in concrete A such as a foundation concrete or a concrete structure so as to install various facilities, equipment, a water tank B, etc. so that the mark tape 6 of the shear reinforcing nut 5 matches the finishing position of the concrete A. After that, on the upper part of the shear reinforcement nut 5 of the seismic anchor bolt 1, various facilities, equipment,
A support hole D of a support member C such as a water tank B is fitted, and a tightening member 4 is appropriately screwed into a screw portion 3 above a tightening side end of the shaft portion 2 of the seismic anchor bolt 1 to provide various facilities. Equipment, water tank B
Since the supporting member C is tightened, the embedded end of the shaft portion 2 of the seismic anchor bolt 1 is connected to a concrete such as a foundation concrete or a concrete structure in order to install various facilities, equipment, a water tank B and the like. When embedding in the concrete A, the mark tape 6 on the outer peripheral surface of the shear reinforcing nut 5 can be adjusted to the finishing position of the concrete A, so that the seismic anchor bolts into the concrete A such as a foundation concrete or a concrete structure. 1 can be extremely easily and reliably performed.

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

【図1】本発明の一実施例を示す分解正面図である。FIG. 1 is an exploded front view showing an embodiment of the present invention.

【図2】基礎コンクリートやコンクリート構造物等に各
種設備、機器、水槽等を据え付ける状態を示す要部断面
図である。
FIG. 2 is a cross-sectional view of a principal part showing a state where various facilities, equipment, a water tank, and the like are installed on basic concrete, a concrete structure, and the like.

【図3】同じく全体正面図である。FIG. 3 is an overall front view of the same.

【符号の説明】[Explanation of symbols]

1 耐震用アンカーボルト 2 軸部 3 ネジ部 4 締付部材 5 剪断補強ナット 6 目印テープ 7 抜止片 8 丸座金 9 締付ナット 10 筒体 A コンクリート B 各種設備、機器、水
槽 C 支持部材 D 支持孔
DESCRIPTION OF SYMBOLS 1 Seismic anchor bolt 2 Shaft part 3 Screw part 4 Tightening member 5 Shear reinforcement nut 6 Marking tape 7 Retaining piece 8 Round washer 9 Tightening nut 10 Cylindrical A Concrete B Various facilities, equipment, water tank C Supporting member D Supporting hole

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 基礎コンクリートやコンクリート構造物
等のコンクリート内に耐震用アンカーボルトの軸部の埋
込側端部側を埋込んで、この耐震用アンカーボルトの軸
部の締付側端部のネジ部に適宜締付部材を捩込んで各種
設備、機器、水槽等の支持部材を締付けるようにした耐
震用アンカーボルトの締着装置において、前記耐震用ア
ンカーボルトのネジ部の締付部材下側に、前記ネジ部の
剪断破壊に対する強度を増大させる剪断補強ナットを、
その下部が前記基礎コンクリートやコンクリート構造物
等のコンクリート内に埋込まれ且つその上部が前記支持
部材の支持孔内に嵌込まれるように取付けたことを特徴
とする耐震用アンカーボルトの締着装置。
1. An embedding end portion of a shaft portion of an earthquake-resistant anchor bolt is embedded in concrete such as a foundation concrete or a concrete structure, and a shaft-side end portion of the shaft portion of the seismic anchor bolt is tightened. In a fastening device for an earthquake-resistant anchor bolt in which a fastening member is appropriately screwed into a screw portion to fasten a support member of various facilities, equipment, water tanks, etc., a lower side of the fastening member of the screw portion of the earthquake-resistant anchor bolt. In addition, a shear reinforcing nut that increases the strength of the screw portion against shear failure,
A fastening device for seismic anchor bolts, wherein a lower part thereof is embedded in concrete such as the foundation concrete or concrete structure, and an upper part thereof is mounted so as to be fitted in a support hole of the support member. .
【請求項2】 耐震用アンカーボルトの軸部の締付側端
部のネジ部下部に、外周面の上部に各種設備、機器、水
槽等を据え付けるべく基礎コンクリートやコンクリート
構造物等のコンクリートの仕上位置を示す目印テープが
張られた剪断補強ナットを取付け、この耐震用アンカー
ボルトの軸部の埋込側端部側を、各種設備、機器、水槽
等を据え付けるべく基礎コンクリートやコンクリート構
造物等のコンクリート内に、前記剪断補強ナットの目印
テープが前記コンクリートの仕上位置に合うように埋込
んだ後、この耐震用アンカーボルトの剪断補強ナットの
上部に各種設備、機器、水槽等の支持部材の支持孔を嵌
込んで、前記耐震用アンカーボルトの軸部の締付側端部
のネジ部上部に適宜締付部材を捩込んで各種設備、機
器、水槽等の支持部材を締付けることを特徴とする耐震
用アンカーボルトの締着方法。
2. Finishing of concrete such as basic concrete or concrete structure in order to install various facilities, equipment, water tanks, etc. below the screw part on the tightening side end of the shaft part of the seismic anchor bolt, and above the outer peripheral surface. Attach a shear reinforcing nut with a mark tape indicating the position, and embed the end of the shaft of the seismic anchor bolt into the embedded side of the base concrete or concrete structure to install various facilities, equipment, water tanks, etc. After embedding the marking tape of the shear reinforcing nut in the concrete so as to match the finishing position of the concrete, supporting the support members such as various facilities, equipment, and a water tank above the shear reinforcing nut of the seismic anchor bolt. A hole is fitted, and a tightening member is appropriately screwed into an upper portion of a screw portion on a tightening side end of the shaft portion of the seismic anchor bolt to support various facilities, equipment, water tanks and the like. A method for fastening seismic anchor bolts, comprising:
JP20878696A 1996-07-19 1996-07-19 How to tighten anchor bolts for earthquake resistance Expired - Fee Related JP2961405B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20878696A JP2961405B2 (en) 1996-07-19 1996-07-19 How to tighten anchor bolts for earthquake resistance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20878696A JP2961405B2 (en) 1996-07-19 1996-07-19 How to tighten anchor bolts for earthquake resistance

Publications (2)

Publication Number Publication Date
JPH1037931A true JPH1037931A (en) 1998-02-13
JP2961405B2 JP2961405B2 (en) 1999-10-12

Family

ID=16562093

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20878696A Expired - Fee Related JP2961405B2 (en) 1996-07-19 1996-07-19 How to tighten anchor bolts for earthquake resistance

Country Status (1)

Country Link
JP (1) JP2961405B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016188684A (en) * 2015-03-30 2016-11-04 大建工業株式会社 Nut member and frame material coupling structure using the same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101704361B1 (en) * 2016-11-08 2017-02-08 대흥전력기술 주식회사 Method for Seismic enforcement of Ground Equipment using Bracket and Structure for Seismic enforcement Thereby

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016188684A (en) * 2015-03-30 2016-11-04 大建工業株式会社 Nut member and frame material coupling structure using the same

Also Published As

Publication number Publication date
JP2961405B2 (en) 1999-10-12

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