JPH11217877A - Clamp hole gap filling member for anchor bolt - Google Patents

Clamp hole gap filling member for anchor bolt

Info

Publication number
JPH11217877A
JPH11217877A JP3393498A JP3393498A JPH11217877A JP H11217877 A JPH11217877 A JP H11217877A JP 3393498 A JP3393498 A JP 3393498A JP 3393498 A JP3393498 A JP 3393498A JP H11217877 A JPH11217877 A JP H11217877A
Authority
JP
Japan
Prior art keywords
filling member
gap filling
anchor bolt
fitting shaft
diameter
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.)
Pending
Application number
JP3393498A
Other languages
Japanese (ja)
Inventor
Takashi Miyauchi
貴 宮内
Hiroaki Sugimoto
浩章 杉本
Shoichi Sudo
庄一 須藤
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.)
Okabe Co Ltd
Original Assignee
Okabe Co Ltd
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 Okabe Co Ltd filed Critical Okabe Co Ltd
Priority to JP3393498A priority Critical patent/JPH11217877A/en
Publication of JPH11217877A publication Critical patent/JPH11217877A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a clamp hole gap filling member to effectively use a gap part formed between a clamp hole formed in a base plate and an anchor bolt as a clearance for regulating a clamping position, and further simply effect a work to fit a gap filling member in a gap part and a position regulating work, and besides be modified such that a bending moment is not worked on the intermediate of the clamping part of an anchor bolt, and improve facility. SOLUTION: A clamping hole gap filling member for an anchor bolt consists of combination of a large gap filling member 1, formed approximately in a C-shape in cross section, and a small gap filling member. Further, an annular flange part 3 is formed at the upper part of a fit-in shaft part 2 of which the gap filling member consist, and the length of a fit-in shaft part 2 is set to length long enough to allow filling of the whole of the clamping hole.

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、鉄骨造建造物にお
いて、鉄骨を基礎コンクリートに対して締付固定する際
にベースプレートの締付孔とアンカーボルトの外周部と
の間に形成されるクリアランス用の間隙を埋めて良好な
締付状態を確保するために使用されるアンカーボルトの
締付孔間隙補填部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel structure having a clearance formed between a fastening hole of a base plate and an outer peripheral portion of an anchor bolt when a steel frame is fastened and fixed to a foundation concrete. The present invention relates to a tightening hole gap filling member for an anchor bolt used to fill a gap of the anchor bolt and secure a good tightening state.

【0002】[0002]

【従来の技術】この種の鉄骨の基礎コンクリートに対す
る締付固定作業においては、その鉄骨の建方における良
好な精度を確保するため、ベースプレートに形成する締
付孔とアンカーボルトとの間に、例えば20mm程度の
締付位置調整用のクリアランスを設けることが行われて
いる。したがって、そのままでは締付後にベースプレー
トの締付孔とアンカーボルトとの間に間隙部が残ってし
まい、安定した強固な締付状態が確保できないため、従
来からその間隙部を埋めるために間隙補填部材が使用さ
れている。すなわち、大径及び小径からなる2個のリン
グ形あるいはC形の間隙補填部材を使用するもの(特開
平9−184203号公報)や、間隙部に嵌入する円筒
状の嵌合軸部の上部にツバ部を形成したもの(特開平7
−292772号公報)などが知られている。しかしな
がら、前者の間隙補填部材は、ツバ部を有しないため、
ベースプレートの締付孔とアンカーボルトとの間隙部へ
の嵌入作業及びその位置調整作業がやりにくく、しかも
そのままでは間隙部から抜落ちてしまうため作業性に問
題があった。特に、C形の間隙補填部材を用いた場合に
はその不具合が倍加された。また、後者の間隙補填部材
は、ベースプレートの締付孔とアンカーボルトとの間隙
部へ嵌入される円筒状の嵌合軸部の長さが前記締付孔よ
り短いため、その嵌合軸部の下端部より下方の締付孔と
の間に間隙部が残存することから、地震等の外力が加わ
った場合には、前記間隙部に位置するアンカーボルトの
根本部分に対して曲げモーメントが作用するため、その
部分がより小さな外力により曲げ変形を受けやすいとっ
た問題があった。また、円筒状の嵌合軸部がリング状に
形成されていたため、肉厚の薄い側にも一定のデッドス
ペースが形成されるため、その分、位置調整用としての
クリアランスが縮小されるという欠点があった。
2. Description of the Related Art In a work of fastening and fixing such a steel frame to a foundation concrete, in order to secure a good precision in the construction of the steel frame, for example, a steel plate is provided between a fastening hole formed in a base plate and an anchor bolt. It has been practiced to provide a clearance for adjusting a tightening position of about 20 mm. Therefore, a gap portion remains between the fastening hole of the base plate and the anchor bolt after the fastening as it is, and a stable and firm fastening state cannot be secured. Is used. In other words, a device using two ring-shaped or C-shaped gap filling members having a large diameter and a small diameter (Japanese Patent Application Laid-Open No. HEI 9-184203) or an upper portion of a cylindrical fitting shaft fitted into the gap. With a brim (Japanese Patent Laid-Open No.
-292772) and the like. However, since the former gap filling member does not have a brim portion,
The work of fitting into the gap between the tightening hole of the base plate and the anchor bolt and the work of adjusting its position are difficult to perform, and if it is left as it is, it will fall out of the gap, causing a problem in workability. In particular, when a C-shaped gap filling member was used, the problem was doubled. In addition, the latter gap filling member has a cylindrical fitting shaft portion that is fitted into the gap between the fastening hole of the base plate and the anchor bolt, and is shorter than the fastening hole. Since a gap remains between the fastening hole below the lower end and an external force such as an earthquake, a bending moment acts on the root portion of the anchor bolt located in the gap when an external force such as an earthquake is applied. Therefore, there has been a problem that the portion is susceptible to bending deformation by a smaller external force. In addition, since the cylindrical fitting shaft is formed in a ring shape, a constant dead space is formed on the thinner side, and the clearance for position adjustment is reduced accordingly. was there.

【0003】[0003]

【発明が解決しようとする課題】本発明は、以上のよう
な技術的事情に鑑みてなされたもので、ベースプレート
に形成する締付孔とアンカーボルトとの間に形成される
間隙部を締付位置調整用のクリアランスとして有効に使
用し得るとともに、その間隙部に対する間隙補填部材の
嵌入作業及び位置調整作業をより簡便に行うことがで
き、しかもアンカーボルトの締付部の中間に曲げモーメ
ントが作用しないように改良した使い勝手のよい締付孔
間隙補填部材を提供することを目的とするものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned technical circumstances, and tightens a gap formed between a fastening hole formed in a base plate and an anchor bolt. It can be effectively used as a clearance for position adjustment, and the work of inserting the gap filling member into the gap and the work of adjusting the position can be performed more easily, and a bending moment acts in the middle of the tightening portion of the anchor bolt. It is an object of the present invention to provide an easy-to-use tightening hole gap filling member which is improved so as not to be disturbed.

【0004】[0004]

【課題を解決するための手段】本発明は、前記課題を解
決するため、アンカーボルトの締付孔間隙補填部材を共
に断面形状が略C形からなる大径間隙補填部材と小径間
隙補填部材との組合わせから構成し、しかも、それらの
間隙補填部材を構成する嵌合軸部の上部に環状のツバ部
を形成するとともに、それらの嵌合軸部の長さをそれぞ
れ少なくともベースプレートに形成された締付孔全体を
補填し得る長さに設定するという技術手段を採用した。
以上のように、略C形断面からなる間隙補填部材を採用
したことからアンカーボルトと締付孔との間隙部を有効
に締付位置調整用のクリアランスとして使用することが
可能である。しかも、それらの間隙補填部材を構成する
嵌合軸部の上部に環状のツバ部を形成したので、略C形
断面の間隙補填部材を採用したにも拘らず、ツバ部を介
して締付力を全周部に伝達できるとともに、前記間隙部
に対する嵌入作業や位置調整作業を簡便に行うことがで
きる。さらに、それぞれの嵌合軸部の長さを少なくとも
ベースプレートに形成された締付孔とアンカーボルトと
の間隙部全体を補填し得る長さに形成したので、従来の
ようにアンカーボルトの締付部の中間に曲げモーメント
が作用するような不具合は回避される。なお、前記大径
間隙補填部材の嵌合軸部の上部に形成するツバ部及び前
記小径間隙補填部材の嵌合軸部の上部に形成するツバ部
の外径を共にそれらのツバ部の外周部が各締付状態にお
いて少なくとも前記締付孔より外側に位置するように設
定すれば、アンカーボルトに作用する締付力を同締付孔
の周囲に的確に分散させることができる。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a large-gap filling member and a small-gap filling member, both of which have a substantially C-shaped cross section. In addition, an annular collar portion is formed on the upper portion of the fitting shaft portion constituting the gap filling member, and the length of the fitting shaft portion is formed at least on the base plate. The technical means of setting the entire fastening hole to a length that can be compensated was adopted.
As described above, since the gap filling member having a substantially C-shaped cross section is employed, the gap between the anchor bolt and the fastening hole can be effectively used as a clearance for adjusting the fastening position. Moreover, since the annular brim portion is formed on the upper part of the fitting shaft constituting the gap compensating member, the tightening force is applied via the brim portion despite the adoption of the gap compensating member having a substantially C-shaped cross section. Can be transmitted to the entire circumference, and the work of fitting into the gap and the work of adjusting the position can be easily performed. Furthermore, since the length of each fitting shaft portion is formed so as to be able to cover at least the entire gap between the fastening hole formed in the base plate and the anchor bolt, the fastening portion of the anchor bolt as in the prior art is formed. The disadvantage that a bending moment acts in the middle of the above is avoided. The outer diameter of the flange formed on the fitting shaft of the large-diameter gap filling member and the outer diameter of the flange formed on the fitting shaft of the small-diameter gap filling member are both the outer diameters of the flanges. Is set at least outside the tightening hole in each tightening state, the tightening force acting on the anchor bolt can be accurately distributed around the tightening hole.

【0005】[0005]

【発明の実施の形態】本発明は、ベースプレートの締付
孔とアンカーボルトとの間に形成される間隙部の大小に
関わらず、広く適用が可能である。また、アンカーボル
トの種類、例えばその断面形状等に拘束されず、広く適
用が可能である。間隙補填部材の具体的な形状に関して
は、前記間隙部を締付位置調整用のクリアランスとして
より広範囲に有効に使用し得るように、その嵌合軸部の
一部が開放された略C形断面に形成されたものであれば
よく、前記開放部の具体的な広さなどに関しては適宜選
定が可能である。その製法としては、形状が複雑なこと
から鋳物やダイカストあるいは粉末冶金などが好適であ
るが、要は所要の圧縮応力に耐え得る材質により成形が
可能なものであればよい。なお、前述のように、前記嵌
合軸部は一部が開放された略C形断面に形成されるが、
前記ツバ部は、その嵌合軸部の上方から水平方向に連続
した環状に形成される。そのツバ部の外周形状は、円形
でも多角形でもよい。また、ツバ部の内周形状は、それ
ぞれの嵌合軸部の内周面に沿った円形に形成してもよ
く、嵌合軸部のC形断面の開放端部に合わせて円形の一
部に切欠部を形成したものでもよい。さらに、外側面に
ローレット加工などによりぎざぎざや凹凸を設けること
も可能である。間隙補填部材の使用に際しては、柱が基
礎コンクリート上の所定位置に設置された後、ベースプ
レートに形成された締付孔とアンカーボルトとの間隙部
の形状、すなわちアンカーボルトの前記締付孔に対する
偏心状態により決る間隙部の形状に応じて、後述のよう
に大径間隙補填部材及び小径間隙補填部材の相対的な位
置関係を調整しながら嵌入して同間隙部を埋めることに
より、アンカーボルトを締付孔に対してガタのない状態
に設置することが可能である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention can be widely applied regardless of the size of a gap formed between a fastening hole of a base plate and an anchor bolt. Further, the present invention can be widely applied without being restricted by the type of the anchor bolt, for example, its sectional shape. Regarding the specific shape of the gap filling member, a substantially C-shaped cross section in which a part of the fitting shaft is opened so that the gap can be used more effectively as a clearance for adjusting the tightening position in a wider range. The specific size of the opening can be appropriately selected. As its manufacturing method, casting, die casting, powder metallurgy, or the like is preferable because of its complicated shape. In short, any method can be used as long as it can be formed from a material that can withstand the required compressive stress. As described above, the fitting shaft portion is formed in a substantially C-shaped cross section with a part opened.
The collar portion is formed in an annular shape that is horizontally continuous from above the fitting shaft portion. The outer peripheral shape of the collar portion may be circular or polygonal. Further, the inner peripheral shape of the collar portion may be formed in a circular shape along the inner peripheral surface of each fitting shaft portion, and a part of the circular shape is adjusted to the open end of the C-shaped cross section of the fitting shaft portion. A notch may be formed in the groove. Furthermore, it is also possible to provide knurls or irregularities on the outer surface by knurling or the like. When the gap filling member is used, after the column is installed at a predetermined position on the foundation concrete, the shape of the gap between the fastening hole formed in the base plate and the anchor bolt, that is, the eccentricity of the anchor bolt with respect to the fastening hole is set. Depending on the shape of the gap determined by the state, the anchor bolt is tightened by fitting and filling the gap while adjusting the relative positional relationship between the large diameter gap filling member and the small diameter gap filling member as described later. It is possible to install in a state where there is no play with respect to the perforated hole.

【0006】なお、前記大径間隙補填部材の嵌合軸部の
上部に形成するツバ部及び前記小径間隙補填部材の嵌合
軸部の上部に形成するツバ部の外径を共にそれらのツバ
部の外周部が各締付状態において少なくとも前記締付孔
より外側に位置するように設定する場合の一形態例とし
て、前記大径間隙補填部材の嵌合軸部の上部に形成する
ツバ部をその嵌合軸部の外周面の軸中心を中心として前
記締付孔より大きい外径に形成するとともに、前記小径
間隙補填部材の嵌合軸部の上部に形成するツバ部を前記
収容孔、すなわち同嵌合軸部の外周面の軸中心を中心と
して同収容孔の偏心量に前記締付孔の直径を加えた値よ
り大きい外径に形成すれば、より小さい外径で、両ツバ
部の全外周部を常に前記締付孔より外側に位置させるこ
とができる。
The outer diameter of the collar formed on the fitting shaft of the large-diameter gap filling member and the outer diameter of the collar formed on the fitting shaft of the small-diameter gap filling member are both changed. As an example of a case in which the outer peripheral portion is set so as to be located at least outside the tightening hole in each tightening state, a flange portion formed above a fitting shaft portion of the large-diameter gap filling member is provided. An outer diameter larger than the tightening hole is formed around an axial center of an outer peripheral surface of the fitting shaft portion, and a flange formed at an upper portion of the fitting shaft portion of the small-diameter gap filling member is provided in the housing hole, By forming the outer diameter larger than the value obtained by adding the eccentric amount of the receiving hole to the center of the outer peripheral surface of the fitting shaft portion and the diameter of the tightening hole, the entire outer diameter of the both flange portions can be reduced with a smaller outer diameter. The outer peripheral portion can always be located outside the fastening hole.

【0007】[0007]

【実施例】以下、図面を用いて本発明の実施例に関して
説明する。図1〜図4は前記大径間隙補填部材に関する
実施例を示したもので、図1は斜視図、図2は平面図、
図3は正面図、図4は底面図である。また、図5〜図8
は前記小径間隙補填部材に関する実施例を示したもの
で、図5は斜視図、図6は平面図、図7は正面図、図8
は底面図である。図中、1は前記大径間隙補填部材で、
一部が開放された略C形断面からなる嵌合軸部2と、そ
の嵌合軸部2の上端部に一体的に形成された環状のツバ
部3から構成される。嵌合軸部2は、ベースプレートに
形成された締付孔に回転摺動可能に嵌入し得る外径に形
成され、かつその締付孔と同じ長さに形成されるととも
に、内方の偏心した位置には、収容孔4が形成される。
また、図中、5は前記小径間隙補填部材で、一部が開放
された略C形断面からなる嵌合軸部6と、その嵌合軸部
6の上端部に一体的に形成された環状のツバ部7から構
成される。嵌合軸部6は、前記収容孔4に回転摺動可能
に嵌入し得る外径に形成され、かつ前記締付孔の長さに
前記ツバ部3の厚さを加えた長さに形成されるととも
に、内方の偏心した位置には、アンカーボルトの挿通孔
8が形成される。なお、本実施例では、図示のように、
ツバ部3,7の内周円の一部に、嵌合軸部2,6の開放
部に合わせて切欠部を形成したが、そのような切欠部は
設けずに完全な円形としてもよい。本実施例において
は、前記収容孔4の直径、すなわち前記嵌合軸部6の外
径として、締付孔の直径からその締付孔とアンカーボル
トとの直径差、すなわち間隙部の最大値の1/2を引い
た寸法を用いた。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 4 show embodiments of the large-diameter gap filling member, FIG. 1 is a perspective view, FIG. 2 is a plan view,
3 is a front view, and FIG. 4 is a bottom view. 5 to 8
FIG. 5 shows a perspective view, FIG. 6 is a plan view, FIG. 7 is a front view, and FIG.
Is a bottom view. In the figure, 1 is the large-diameter gap filling member,
The fitting shaft 2 has a substantially C-shaped cross section that is partially open, and an annular collar 3 integrally formed on the upper end of the fitting shaft 2. The fitting shaft portion 2 is formed to have an outer diameter that can be rotatably slidably fitted into a tightening hole formed in the base plate, has the same length as the tightening hole, and has an inward eccentricity. An accommodation hole 4 is formed at the position.
In the drawing, reference numeral 5 denotes the small-diameter gap filling member, which is a fitting shaft portion 6 having a substantially C-shaped cross section partially opened, and a ring formed integrally with the upper end portion of the fitting shaft portion 6. Of the collar part 7. The fitting shaft portion 6 is formed to have an outer diameter that can be rotatably slidably fitted into the housing hole 4, and has a length obtained by adding the thickness of the flange portion 3 to the length of the tightening hole. At the same time, an insertion hole 8 for an anchor bolt is formed at an inwardly eccentric position. In this embodiment, as shown in FIG.
A cutout is formed in a part of the inner circumferential circle of the flanges 3 and 7 so as to correspond to the opening of the fitting shafts 2 and 6. However, such a cutout may not be provided and a complete circle may be formed. In this embodiment, the diameter of the accommodation hole 4, that is, the outer diameter of the fitting shaft 6, is the difference between the diameter of the fastening hole and the diameter of the anchor bolt, ie, the maximum value of the gap. The size obtained by subtracting 1/2 was used.

【0008】図9〜図11は前記実施例の使用状態を示
したもので、図9は縦断面図、図10は平面図、図11
は図9中に指示したA−A断面図である。図9〜図11
に示した使用状態は、アンカーボルト9がベースプレー
ト10に形成された締付孔11の中心に位置する場合を
例示したものである。なお、図中、12はアンカーボル
ト9の締付用ナットである。図9に示したように、使用
状態においては、大径間隙補填部材1の嵌合軸部2及び
小径間隙補填部材5の嵌合軸部6により、アンカーボル
ト9とベースプレート10に形成された締付孔11との
間の間隙部全体が的確に補填される。なお、本実施例で
は、図10に示したように、大径間隙補填部材1のツバ
部3は嵌合軸部2の外周面の軸中心を中心に円形に形成
し、小径間隙補填部材5のツバ部7は前記収容孔4、す
なわち嵌合軸部6の外周面の軸中心を中心に円形に形成
した場合を例示した。図11に示したように、アンカー
ボルト9がベースプレート10に形成された締付孔11
の中心に位置する場合には、嵌合軸部2と嵌合軸部6が
アンカーボルト9を挟んで正反対側に位置するように配
置すればよい。
9 to 11 show the use state of the above embodiment. FIG. 9 is a longitudinal sectional view, FIG. 10 is a plan view, and FIG.
FIG. 10 is a sectional view taken along the line AA indicated in FIG. 9. 9 to 11
The use state shown in (1) is an example in which the anchor bolt 9 is located at the center of the fastening hole 11 formed in the base plate 10. In the drawing, reference numeral 12 denotes a nut for fastening the anchor bolt 9. As shown in FIG. 9, in the used state, the fitting shaft 2 of the large-diameter gap filling member 1 and the fitting shaft 6 of the small-diameter gap filling member 5 tighten the fastening bolts formed on the anchor bolt 9 and the base plate 10. The entire gap between the hole 11 and the hole 11 is accurately filled. In this embodiment, as shown in FIG. 10, the brim portion 3 of the large-diameter gap filling member 1 is formed in a circular shape centered on the axial center of the outer peripheral surface of the fitting shaft portion 2, and the small-diameter gap filling member 5 is formed. The brim portion 7 described above is exemplified by a case where the flange portion 7 is formed in a circular shape around the axial center of the housing hole 4, that is, the outer peripheral surface of the fitting shaft portion 6. As shown in FIG. 11, a fastening hole 11 formed in an anchor bolt 9 in a base plate 10 is provided.
In this case, the fitting shaft portion 2 and the fitting shaft portion 6 may be arranged so as to be located on opposite sides of the anchor bolt 9.

【0009】図12〜図16はベースプレート10に形
成された前記締付孔11に対するアンカーボルト9の他
の位置関係に対応して前記嵌合軸部2と嵌合軸部6との
配置状態を例示したA−A断面図である。図12〜図1
5はそれぞれアンカーボルト9が締付孔11に最も接近
して設置された場合を示したものである。図示のよう
に、この場合には、嵌合軸部2と嵌合軸部6を同じ方向
に重合させた状態に配置することにより対応することが
できる。そして、本発明においては、嵌合軸部2及び嵌
合軸部6は略C形断面に形成されているので、アンカー
ボルト9が締付孔11の内周面に近接ないし接触するま
での広い範囲をアンカーボルト9の設置許容範囲、すな
わち設置位置調整用のクリアランスとして使用すること
が可能になる。図16はアンカーボルト9が他の任意の
部位に位置する場合の嵌合軸部2及び嵌合軸部6の配置
状態を示したもので、アンカーボルト9と締付孔11と
の間に形成される間隙部の形状に合わせて嵌合軸部2及
び嵌合軸部6の位置を調整することになる。具体的に
は、先ず外側の嵌合軸部2、すなわち大径間隙補填部材
1側を締付孔11内に嵌入していずれか一方に回動し、
その開放端部がアンカーボルト9の外周面に当接して停
止するまで回動する。しかる後、アンカーボルト9と嵌
合軸部2と締付孔11との間に形成される間隙部の形状
に合わせて嵌合軸部6、すなわち小径間隙補填部部材5
側をその間隙部に嵌入することにより、同間隙を嵌合軸
部2と嵌合軸部6により的確に埋めることができる。
FIGS. 12 to 16 show the arrangement of the fitting shaft 2 and the fitting shaft 6 in accordance with another positional relationship of the anchor bolt 9 with respect to the tightening hole 11 formed in the base plate 10. It is AA sectional drawing illustrated. 12 to 1
5 shows the case where the anchor bolts 9 are installed closest to the fastening holes 11, respectively. As shown in the figure, this case can be coped with by disposing the fitting shaft portion 2 and the fitting shaft portion 6 in the same direction. In the present invention, since the fitting shaft 2 and the fitting shaft 6 are formed in a substantially C-shaped cross section, a wide area until the anchor bolt 9 approaches or comes into contact with the inner peripheral surface of the tightening hole 11. The range can be used as an installation allowable range of the anchor bolt 9, that is, a clearance for adjusting the installation position. FIG. 16 shows an arrangement state of the fitting shaft portion 2 and the fitting shaft portion 6 when the anchor bolt 9 is located at another arbitrary portion, and is formed between the anchor bolt 9 and the fastening hole 11. The positions of the fitting shaft 2 and the fitting shaft 6 are adjusted according to the shape of the gap to be formed. Specifically, first, the outer fitting shaft portion 2, that is, the large-diameter gap filling member 1 side is fitted into the tightening hole 11 and rotated to one of them.
The open end rotates until it stops by contacting the outer peripheral surface of the anchor bolt 9. Thereafter, the fitting shaft portion 6, that is, the small-diameter gap filling portion member 5 is adjusted to the shape of the gap formed between the anchor bolt 9, the fitting shaft portion 2, and the tightening hole 11.
By fitting the side into the gap, the gap can be filled more accurately with the fitting shaft 2 and the fitting shaft 6.

【0010】図17は本発明の他の実施例の使用状態を
示した縦断面図である。図示のように、本実施例では、
大径間隙補填部材13の嵌合軸部14及び小径間隙補填
部材15の嵌合軸部16の長さを、使用状態において鉄
骨17のベースプレート18に形成された締付孔19よ
り下方に突出する長さに設定した点で特徴を有し、他の
構成においては前記実施例と異なるところはない。この
ように、本実施例では嵌合軸部14,16の長さに余裕
を持たせたので、ベースプレート18の厚さに対する適
応性が大きい。なお、図中、20は基礎コンクリート2
1上に設置されたレベル調整用モルタルで、公知のよう
に、このレベル調整用モルタル20上に鉄骨17を載置
して所定位置に位置決めし、アンカーボルト22と締付
孔19との間隙部に前記大径間隙補填部材13の嵌合軸
部14及び小径間隙補填部材15の嵌合軸部16を嵌入
して締付ナット23により締付けた上、基礎コンクリー
ト21とベースプレート18との空間部を図示しない型
枠で囲ってグラウト材を注入することになる。
FIG. 17 is a longitudinal sectional view showing a use state of another embodiment of the present invention. As shown, in this embodiment,
The length of the fitting shaft portion 14 of the large-diameter gap filling member 13 and the length of the fitting shaft portion 16 of the small-diameter gap filling member 15 protrude below the fastening holes 19 formed in the base plate 18 of the steel frame 17 in use. It has a feature in that the length is set, and there is no difference in the other configuration from the above-described embodiment. As described above, in the present embodiment, the lengths of the fitting shaft portions 14 and 16 have a margin, so that the adaptability to the thickness of the base plate 18 is large. In addition, in the figure, 20 is a foundation concrete 2
As is well known, a steel frame 17 is placed on the level adjusting mortar 20 and positioned at a predetermined position, and a gap between the anchor bolt 22 and the tightening hole 19 is provided. The fitting shaft portion 14 of the large-diameter gap filling member 13 and the fitting shaft portion 16 of the small-diameter gap filling member 15 are fitted into each other, tightened with the tightening nut 23, and the space between the foundation concrete 21 and the base plate 18 is removed. The grout material is injected around a mold (not shown).

【0011】[0011]

【発明の効果】本発明は、以上の構成に基づいて次の効
果を得ることができる。 (1)略C形断面の間隙補填部材を採用したので、アン
カーボルトと締付孔との間隙部を有効に締付位置調整用
のクリアランスとして使用することが可能である。 (2)しかも、それらの間隙補填部材を構成する略C形
断面の嵌合軸部の上部に環状のツバ部を形成したので、
そのツバ部を介して締付力が全周部に的確に伝達される
とともに、断面略C形の嵌合軸部の上部全周部が環状の
ツバ部で位置決めされることから、前記間隙部に対する
間隙補填部材の嵌入作業及び間隙補填部材間の相対的な
位置調整作業をより簡便に行うことができる。 (3)さらに、前記各嵌合軸部の長さを間隙部に嵌入し
た場合にベースプレートに形成された締付孔と少なくと
も同じ長さになるように設定し、間隙部全体が補填され
るように構成したので、従来のようにアンカーボルトの
締付部の中間に曲げモーメントが作用するような不具合
は解消され、地震等の外力が加わった場合には、アンカ
ーボルトの付け根部分に剪断力という形で作用するの
で、安定した耐力がより容易に得られる。 (4)前記大径間隙補填部材の嵌合軸部の上部に形成す
るツバ部及び前記小径間隙補填部材の嵌合軸部の上部に
形成するツバ部の外径を、各嵌合状態においてそれらの
ツバ部の外周部が共に前記締付孔より外側に位置するよ
うに設定すれば、アンカーボルトに作用する締付力を常
に同締付孔の周囲に分散することができるので、ツバ部
に作用する剪断応力を軽減することができる。
According to the present invention, the following effects can be obtained based on the above configuration. (1) Since the gap filling member having a substantially C-shaped cross section is employed, the gap between the anchor bolt and the fastening hole can be effectively used as a clearance for adjusting the fastening position. (2) Moreover, since an annular collar portion is formed above the fitting shaft portion having a substantially C-shaped cross section that constitutes the gap filling member,
The tightening force is accurately transmitted to the entire peripheral portion via the flange portion, and the entire upper peripheral portion of the fitting shaft portion having a substantially C-shaped cross section is positioned by the annular collar portion. , And the relative position adjustment between the gap filling members can be performed more easily. (3) Further, the length of each of the fitting shaft portions is set to be at least the same as the length of the fastening hole formed in the base plate when the fitting shaft portion is fitted into the gap portion, so that the entire gap portion is filled. As a result, the problem of bending moment acting in the middle of the anchor bolt tightening part as in the past has been resolved, and when an external force such as an earthquake is applied, the root of the anchor bolt is called a shear force. Acting in shape, a stable yield strength is more easily obtained. (4) The outer diameter of the collar formed above the fitting shaft of the large-diameter gap filling member and the outer diameter of the collar formed above the fitting shaft of the small-diameter gap filling member are determined in each fitting state. If the outer peripheral portion of the flange portion is set so as to be located outside the tightening hole, the tightening force acting on the anchor bolt can always be dispersed around the tightening hole. The acting shear stress can be reduced.

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

【図1】 本発明の実施例に係る大径間隙補填部材を示
した斜視図である。
FIG. 1 is a perspective view showing a large-diameter gap filling member according to an embodiment of the present invention.

【図2】 同大径間隙補填部材の平面図である。FIG. 2 is a plan view of the large-diameter gap filling member.

【図3】 同大径間隙補填部材の正面図である。FIG. 3 is a front view of the large-diameter gap filling member.

【図4】 同大径間隙補填部材の底面図である。FIG. 4 is a bottom view of the large-diameter gap filling member.

【図5】 本発明の実施例に係る小径間隙補填部材を示
した斜視図である。
FIG. 5 is a perspective view showing a small-diameter gap filling member according to the embodiment of the present invention.

【図6】 同小径間隙補填部材の平面図である。FIG. 6 is a plan view of the small-diameter gap filling member.

【図7】 同小径間隙補填部材の正面図である。FIG. 7 is a front view of the small-diameter gap filling member.

【図8】 同小径間隙補填部材の底面図である。FIG. 8 is a bottom view of the small-diameter gap filling member.

【図9】 前記実施例の使用状態を示した縦断面図であ
る。
FIG. 9 is a longitudinal sectional view showing a use state of the embodiment.

【図10】 同平面図である。FIG. 10 is a plan view of the same.

【図11】 図9中に指示したA−A断面図である。11 is a sectional view taken along the line AA indicated in FIG. 9;

【図12】 同実施例の他の使用状態を例示したA−A
断面図である。
FIG. 12 is an AA illustrating another use state of the embodiment.
It is sectional drawing.

【図13】 同実施例の他の使用状態を例示したA−A
断面図である。
FIG. 13 is an AA illustrating another use state of the embodiment.
It is sectional drawing.

【図14】 同実施例の他の使用状態を例示したA−A
断面図である。
FIG. 14 is an AA illustrating another usage state of the embodiment.
It is sectional drawing.

【図15】 同実施例の他の使用状態を例示したA−A
断面図である。
FIG. 15 is an AA illustrating another use state of the embodiment.
It is sectional drawing.

【図16】 同実施例の他の使用状態を例示したA−A
断面図である。
FIG. 16 is an AA illustrating another usage state of the embodiment.
It is sectional drawing.

【図17】 本発明の他の実施例の使用状態を示した縦
断面図である。
FIG. 17 is a longitudinal sectional view showing a use state of another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1…大径間隙補填部材、2…嵌合軸部、3…ツバ部、4
…収容孔、5…小径間隙補填部材、6…嵌合軸部、7…
ツバ部、8…挿通孔、9…アンカーボルト、10…ベー
スプレート、11…締付孔、12…締付用ナット、13
…大径間隙補填部材、14…嵌合軸部、15…小径間隙
補填部材、16…嵌合軸部、17…鉄骨、18…ベース
プレート、19…締付孔、20…レベル調整用モルタ
ル、21…基礎コンクリート、22…アンカーボルト、
23…締付ナット
DESCRIPTION OF SYMBOLS 1 ... Large diameter gap filling member, 2 ... Fitting shaft part, 3 ... Flange part, 4
... accommodation hole, 5 ... small diameter gap filling member, 6 ... fitting shaft part, 7 ...
Collar part, 8 insertion hole, 9 anchor bolt, 10 base plate, 11 tightening hole, 12 nut for tightening, 13
... Large-diameter gap filling member, 14 ... Fit shaft part, 15 ... Small diameter gap filling member, 16 ... Fit shaft part, 17 ... Steel frame, 18 ... Base plate, 19 ... Tightening hole, 20 ... Level adjustment mortar, 21 ... foundation concrete, 22 ... anchor bolts,
23 ... Tightening nut

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ベースプレートに形成された締付孔に回
転摺動可能に嵌入し得る外径を有し、かつ偏心した位置
に収容孔を形成した略C形断面からなり、少なくとも前
記締付孔と同じ長さに形成された嵌合軸部の上部に、環
状のツバ部を形成した大径間隙補填部材と、その大径間
隙補填部材に形成された前記収容孔に回転摺動可能に嵌
入し得る外径を有し、かつ偏心した位置にアンカーボル
トの挿通孔を形成した略C形断面からなり、少なくとも
前記締付孔の長さに前記大径間隙補填部材のツバ部の厚
さを加えた長さに形成された嵌合軸部の上部に、環状の
ツバ部を形成した小径間隙補填部材との組合わせから構
成され、前記ベースプレートに形成された締付孔と前記
アンカーボルトとの間に形成されるクリアランス用の間
隙部に嵌入して同間隙を埋めることを特徴とするアンカ
ーボルトの締付孔間隙補填部材。
1. A substantially C-shaped cross section having an outer diameter capable of being rotatably slidably fitted into a tightening hole formed in a base plate and having a receiving hole formed at an eccentric position. A large-diameter gap filling member having an annular collar formed above a fitting shaft formed to have the same length as the above, and is rotatably slidably fitted into the accommodation hole formed in the large-diameter gap filling member. It has a substantially C-shaped cross-section having an outer diameter that can be adjusted, and an insertion hole for an anchor bolt is formed at an eccentric position, and the thickness of the collar portion of the large-diameter gap filling member is set to at least the length of the fastening hole. A combination of a small-diameter gap filling member having an annular collar formed on the upper part of the fitting shaft formed to have the added length, wherein a fastening hole formed in the base plate and the anchor bolt are formed. Fit into the clearance gap formed between A fastening hole gap filling member for an anchor bolt, which fills a gap.
【請求項2】 前記大径間隙補填部材の嵌合軸部の上部
に形成するツバ部及び前記小径間隙補填部材の嵌合軸部
の上部に形成するツバ部の外径を、各嵌合状態において
それらのツバ部の外周部が共に少なくとも前記締付孔よ
り外側に位置するように設定したことを特徴とする請求
項1記載のアンカーボルトの締付孔間隙補填部材。
2. The outer diameter of the collar formed on the fitting shaft of the large-diameter gap filling member and the outer diameter of the collar formed on the fitting shaft of the small-diameter gap filling member are determined by the fitting condition. 2. The gap filling member for a fastening hole of an anchor bolt according to claim 1, wherein the outer peripheral portions of the flange portions are both set at least outside the fastening hole.
JP3393498A 1998-01-31 1998-01-31 Clamp hole gap filling member for anchor bolt Pending JPH11217877A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3393498A JPH11217877A (en) 1998-01-31 1998-01-31 Clamp hole gap filling member for anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3393498A JPH11217877A (en) 1998-01-31 1998-01-31 Clamp hole gap filling member for anchor bolt

Publications (1)

Publication Number Publication Date
JPH11217877A true JPH11217877A (en) 1999-08-10

Family

ID=12400350

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3393498A Pending JPH11217877A (en) 1998-01-31 1998-01-31 Clamp hole gap filling member for anchor bolt

Country Status (1)

Country Link
JP (1) JPH11217877A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007177589A (en) * 2005-12-28 2007-07-12 Okabe Co Ltd Structure for connecting base materials together, and auxiliary jointing member therefor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007177589A (en) * 2005-12-28 2007-07-12 Okabe Co Ltd Structure for connecting base materials together, and auxiliary jointing member therefor
JP4657101B2 (en) * 2005-12-28 2011-03-23 岡部株式会社 Base material connecting structure and joining auxiliary member for the base material connecting structure

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