JP2002070032A - Holding tool of anchor bolt in case of placement of footing concrete - Google Patents
Holding tool of anchor bolt in case of placement of footing concreteInfo
- Publication number
- JP2002070032A JP2002070032A JP2000258491A JP2000258491A JP2002070032A JP 2002070032 A JP2002070032 A JP 2002070032A JP 2000258491 A JP2000258491 A JP 2000258491A JP 2000258491 A JP2000258491 A JP 2000258491A JP 2002070032 A JP2002070032 A JP 2002070032A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- anchor bolt
- edge
- piece
- support rod
- 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
Links
Landscapes
- Foundations (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、木造建物の基礎コンク
リートに下部を埋設して立設し、前記基礎コンクリート
上に載置した土台を通じて柱に固着したホールダウン金
物(引き寄せ金物)と接続して前記柱を土台乃至基礎コ
ンクリートに強固に締結するために用いるアンカーボル
ト(ホールダウン金物用の)を、前記基礎コンクリート
打設時に保持するために用いるアンカーボルトの保持具
に関するものである。BACKGROUND OF THE INVENTION The present invention relates to a concrete structure of a wooden building, which is buried in the lower part of the foundation concrete and connected to a hole-down hardware (pull-down hardware) fixed to a pillar through a base placed on the basic concrete. The present invention relates to an anchor bolt holding tool for holding an anchor bolt (for hole-down hardware) used for firmly fastening the column to a base or foundation concrete at the time of casting the foundation concrete.
【0002】[0002]
【従来の技術】いわゆるホールダウン金物(引き寄せ金
物)は、柱に固着して用い、基礎コンクリートに立設し
たアンカーボルトと接続するようにして柱を土台乃至基
礎コンクリートに強固に締結する金具として近年富に用
いられるようになっているが、例えば、Zマーク金物の
一つとして挙げられているようにほぼ定型化されてお
り、従って、柱に固着した状態でのアンカーボルトの配
置関係はほぼ一定で、このため、ホールダウン金物用と
してのアンカーボルトを基礎コンクリートにその打設時
に固定立設するに際しては、ホールダウン金物の柱側面
に取付けた位置を想定して、前記アンカーボルトの基礎
コンクリートに対する立設位置を定めてコンクリート型
枠に打設したコンクリートが乾燥するまで保持しておく
必要があるが、保持するものとしては例えば特開平11
−323952号公報に所載の構造のものがある。2. Description of the Related Art In recent years, so-called hole-down hardware (pull-down hardware) is used by being fixedly attached to a pillar and connected to an anchor bolt erected on the foundation concrete to firmly fasten the pillar to a base or foundation concrete. Although it is used for wealth, for example, it is almost standardized as listed as one of the Z mark hardware, and therefore, the arrangement relationship of the anchor bolts fixed to the column is almost constant Therefore, when anchor bolts for hole-down hardware are fixed and erected on the foundation concrete at the time of casting, when the anchor bolts are attached to the side surfaces of the pillars of the hole-down hardware, the anchor bolts with respect to the foundation concrete are assumed. It is necessary to determine the standing position and hold the concrete poured into the concrete form until it dries. The shall example JP 11
Japanese Unexamined Patent Publication No. 323952 discloses a structure.
【0003】[0003]
【発明が解決しようとする課題】前記公報所載のもの
は、基礎コンクリートが乾燥するまでアンカーボルトを
保持するものとしては好適であるが、設置位置に対する
アンカーボルトの位置決めについて考慮は払われていな
い。The above publication is suitable for holding the anchor bolts until the foundation concrete dries, but no consideration is given to the positioning of the anchor bolts with respect to the installation position. .
【0004】例えば、基礎コンクリートの直線部は勿
論、T字部或いは十字部の隅角部に配する柱に固着する
ホールダウン金物に接続するアンカーボルトをコンクリ
ート打設時に前記ホールダウン金物との対応位置に配置
する(位置決めする)作業は、特別にスケールを作成す
る等煩雑で、作業性が悪い。For example, not only the straight part of the foundation concrete but also the anchor bolts connected to the hole-down hardware fixed to the pillars arranged at the corners of the T-shaped part or the cross part correspond to the hole-down hardware at the time of concrete casting. The work of arranging (positioning) at a position is complicated, such as creating a special scale, and the workability is poor.
【0005】本発明は、このようなホールダウン金物に
接続するアンカーボルトの基礎コンクリート打設時にお
ける保持具として好適な製品を提供すべく創案したもの
である。The present invention has been devised in order to provide a product suitable as a holder for placing anchor bolts connected to such hole-down hardware at the time of foundation concrete casting.
【0006】[0006]
【課題を解決するための手段】基礎コンクリート用型枠
パネルの内面に重ね合わせる縦方向の係合部片と前記型
枠パネル上に載置する横方向の載置部片とで成る断面L
字形の一対の支持基枠の前記係合部片に支持杆を架設し
て保持具本体を構成し、該保持具本体の支持杆に、縦部
片の上下両側に相対して連設した上下部片を備えた係合
枠を、前記縦部片が前記載置部片の前記支持杆を介して
相対する一対の側縁の一側縁側に位置し、しかも、該支
持杆を上下部片間に介在するように組付け、該係合枠の
前記縦部片に螺合貫通させた締付け螺子の先端が前記支
持杆を介して圧接するアンカーボルトの組付け孔を、係
合枠の前記上下部片に形成すると共に、載置部片の前記
一側縁を前記締付け螺子の軸線と直交する直縁状と成し
て、該一側縁の延長線と前記組付け孔に組付けたときの
前記アンカーボルトとの最短の離開距離をa、前記一側
縁側に配する柱の、ホールダウン金物を固着する側面と
前記ホールダウン金物に設けたアンカーボルト接続用の
受孔との最短の離開距離をbとしたとき、a=bの関係
にしたことを基本的手段とし、載置部片の一側縁に相対
する他の一側縁を段状にして突出直縁部と凹入直縁部を
設けて、該突出直縁部の延長線又は該凹入直縁部の延長
線と組付け孔に組付けたときのアンカーボルトとの最短
の離開距離をc、前記延長線と前記他の一側縁側に配す
る柱の、ホールダウン金物を固着する側面との最短の離
開距離をd、また、柱の前記側面と前記ホールダウン金
物に設けたアンカーボルト接続用の受孔との最短の離開
距離をbとしたとき、b=c+dの関係にしたことを付
加することにより基礎コンクリートのT字部或いは十字
部等の隅角部に用いるのに好適な製品を提供できる。SUMMARY OF THE INVENTION A cross section L consisting of a vertical engaging piece superimposed on the inner surface of a foundation concrete formwork panel and a horizontal mounting piece mounted on said formwork panel.
A support rod is constructed by bridging a support rod on the engaging piece of the pair of support base frames having a letter shape, and the support rod of the retainer body is vertically connected to the upper and lower sides of the vertical piece. An engaging frame provided with a part is positioned on one side of a pair of side edges where the vertical part is opposed via the support rod of the placing part, and the support rod is moved vertically. The mounting holes of the anchor bolts, the ends of which are screwed through the vertical pieces of the engagement frame and screwed through the support rods, are attached to the engagement frame so as to be interposed therebetween. Formed on the upper and lower pieces, the one side edge of the mounting piece was formed as a right edge perpendicular to the axis of the fastening screw, and was assembled to the extension of the one side edge and the mounting hole. When the shortest separation distance from the anchor bolt is a, the side of the column arranged on the one side edge side to which the hole down metal is fixed and the hole down Assuming that the shortest separation distance from the anchor bolt connection receiving hole provided on the object is b, a relationship of a = b is used as a basic means, and other relations to one side edge of the mounting piece are made. When one side edge is stepped, a protruding straight edge and a concave straight edge are provided, and an extension of the protruding straight edge or an extension of the recessed straight edge and the assembling hole are used. C is the shortest separation distance from the anchor bolt, d is the shortest separation distance between the extension line and the side surface on which the hole down metal is fixed, and the other side surface of the column. Assuming that the shortest separation distance from the anchor bolt connection receiving hole provided in the hole-down metal member is b, the relation of b = c + d is added to the T-shaped portion or the cross portion of the foundation concrete. A product suitable for use in a corner can be provided.
【0007】なお、a=b或いはb=c+dの関係は厳
密な意味での等しいことを意味せず、要は、本保持具を
用いてアンカーボルトを保持して基礎コンクリートに立
設したとき、該アンカーボルトとホールダウン金物側の
受孔と接続するに不都合のない位置に配置できる関係に
あることを意味する。Note that the relationship of a = b or b = c + d does not mean that they are strictly equal, and the point is that when the anchor bolt is held using the holder and erected on the foundation concrete, This means that the anchor bolt and the hole-down metal-side receiving hole can be arranged at a position where there is no inconvenience.
【0008】[0008]
【実施例】図面は本発明に係る基礎コンクリート打設時
におけるアンカーボルトの保持具の一実施例を示し、図
1は平面図、図2は正面図、図3は斜視図、図4は基礎
コンクリート直線部の柱との関係を示す平面図、図5は
基礎コンクリート隅角部の柱との関係を示す平面図、図
6は同じく基礎コンクリート隅角部の柱との関係を示す
平面図、図7はホールダウン金物とアンカーボルトとの
関係を示す側面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view, FIG. 2 is a front view, FIG. 3 is a perspective view, and FIG. FIG. 5 is a plan view showing the relationship between the pillars of the corner portion of the foundation concrete, and FIG. 6 is a plan view showing the relationship between the pillars of the corner portion of the foundation concrete. FIG. 7 is a side view showing the relationship between the hole-down hardware and the anchor bolt.
【0009】実施例の保持具Aは、基礎コンクリートc
に載置した土台bを通じて柱pに固着したホールダウン
金物(引寄せ金物)aと接続して前記柱pを土台b乃至
基礎コンクリートcに強固に締結するために用いるホー
ルダウン金物a用のアンカーボルトBを、前記基礎コン
クリートcに予め立設するために、基礎コンクリートc
打設時に下部側を型枠H内に挿入して保持(支持)して
おくために用いるもので保持具本体1と係合枠2および
締付け螺子3とで成り、これらをアンカーボルトBと組
付けて前記の通り用いるようにしたものである。[0009] The holder A of the embodiment is a base concrete c
An anchor for a hole-down metal fitting a used to connect the hole p to the hole-down metal fitting (pull-down hardware) a fixed to the pillar p through the base b placed on the base b and to firmly fasten the pillar p to the base b to the foundation concrete c. In order to previously erect the bolt B on the foundation concrete c, the foundation concrete c
It is used for holding (supporting) the lower side by inserting it into the mold frame H at the time of casting, and is composed of a holder main body 1, an engaging frame 2, and a tightening screw 3, and these are assembled with an anchor bolt B. And used as described above.
【0010】なお、アンカーボルトBはホールダウン金
物a用に限定する必要はなく、例えば前記土台bを基礎
コンクリートcに締結するためにのみ用いるものであっ
て適用(アンカーボルトを保持する、という意味で)す
ることができる。The anchor bolt B need not be limited to the hole-down metal member a, but is used only for fastening the base b to the foundation concrete c, for example (meaning that the anchor bolt is held). At).
【0011】保持具本体1は、縦方向に配した係合部片
4aと横方向の載置部片4bとで成る断面L字形の一対
の支持基枠4,4の前記係合部片4a,4a間に角筒状
の支持杆5を架設して構成し、前記型枠Hの側枠H´の
内側に係合部片4aを重ね合わせ(側枠H´,H´間に
係合部片4aを挿入し)、載置部片4bを側枠H´に載
置するようにして側枠H´,H´間に渡し、側枠H´,
H´間に存する前記支持杆5に係合枠2を組付けたもの
であって、支持基枠4の載置部片4bの前記支持杆5を
介して相対する一対の側縁の一側縁6を、前記締付け螺
子3の係合枠2の縦部片2aに対する螺合方向と直交す
る直縁状と成し、前記一側縁6に相対する他側縁6´を
締付け螺子3の前記螺合方向に段状形状に成して突出直
縁部6´Aと凹入直縁部6´Bとしたものである。The holder main body 1 has a pair of support base frames 4 and 4 having an L-shaped cross section, each of which comprises an engaging portion 4a arranged in a vertical direction and a mounting portion 4b arranged in a horizontal direction. , 4a, and a support rod 5 having a rectangular cylindrical shape is provided between the side frames H 'and H'. The part 4a is inserted), and the placing part 4b is placed between the side frames H 'and H' so as to be placed on the side frame H '.
H 'is provided with an engagement frame 2 attached to the support rod 5 existing between H', and one side of a pair of side edges of the mounting piece 4b of the support base frame 4 facing each other via the support rod 5 The edge 6 is formed as a straight edge perpendicular to the screwing direction of the fastening screw 3 with respect to the vertical piece 2 a of the engagement frame 2, and the other side edge 6 ′ facing the one side edge 6 is formed with the fastening screw 3. The protrusion is formed in a stepped shape in the screwing direction to have a protruding direct edge 6′A and a concave direct edge 6′B.
【0012】前記係合枠2は、前記縦部片2aと該縦部
片2aの上下両側に相対して連設した上部片2bと下部
片2b´とで成り、上下部片2b,2b´間に前記支持
間5が介在するようにして前記保持具本体1に支持杆5
に沿って移動可能にして組付け、上下部片2b,2b´
には前記アンカーボルトBを貫通して組付ける組付け孔
7,7を設け、縦部片2aには、組付け孔7,7に貫通
させたアンカーボルトBの軸線と直交する位置にして螺
子孔8を設けてある。The engagement frame 2 is composed of the vertical piece 2a and an upper piece 2b and a lower piece 2b 'which are continuously provided on the upper and lower sides of the vertical piece 2a. The support rod 5 is attached to the holder body 1 so that the support space 5 is interposed therebetween.
The upper and lower pieces 2b, 2b '
Are provided with assembling holes 7, 7 through which the anchor bolts B are inserted. The vertical piece 2a is provided with a screw at a position orthogonal to the axis of the anchor bolt B penetrated through the assembling holes 7, 7. A hole 8 is provided.
【0013】また、係合枠2と保持具本体1は、前記の
通り、係合枠2の上部片2bと下部片2b´との間に本
体1の支持杆5が介在するようにして互いに組付けて保
持具Aを構成するものであるが、前記縦部片2a(前記
上下部片2b,2b´の基部)が前記載置部片4bの一
側縁6側に、上下部片2b,2b´の先端部が他側縁6
´側にそれぞれ位置する関係にして保持具本体1と係合
枠2は互いに組付けてある。As described above, the engaging frame 2 and the holder main body 1 are connected to each other such that the support rod 5 of the main body 1 is interposed between the upper piece 2b and the lower piece 2b 'of the engaging frame 2. The holding member A is assembled by assembling, and the vertical piece 2a (the base of the upper and lower pieces 2b, 2b ') is disposed on one side edge 6 side of the placing piece 4b, and the upper and lower pieces 2b. , 2b 'are on the other side edge 6
The holder main body 1 and the engagement frame 2 are assembled to each other so as to be located on the 'side.
【0014】そして、このような組付け(配置)関係に
おいて、前記一側縁6の延長線と前記組付け孔7に組付
けたときの前記アンカーボルトB(の軸線)との最短の
離開距離をa、前記一側縁6側に配する柱pの、ホール
ダウン金物aを固着する側面p´と前記ホールダウン金
物に設けたアンカーボルト接続用の受孔(のほぼ中心)
nとの最短の離開距離をbとしたとき、a=bの関係に
し、また、載置部片4の一側縁6に相対する他の一側縁
6´を段状にして設けた突出直縁部6´A又は凹入直縁
部6´Bの延長線と組付け孔7に組付けたときのアンカ
ーボルトB(の軸線)との最短の離開距離をc、前記延
長線と前記他側縁6´側に配する柱pの、ホールダウン
金物aを固着する側面p´との最短の離開距離をd、ま
た、柱pの前記側面p´と前記ホールダウン金物aに設
けたアンカーボルトB接続用の受孔(のほぼ中心)nと
の最短の離開距離をbとしたとき、b=c+dの関係に
してある。In such an assembling (arrangement) relationship, the shortest separation distance between the extension line of the one side edge 6 and the (an axis of) the anchor bolt B when assembled in the assembling hole 7. A, a side surface p ′ of the column p disposed on the one side edge 6 side, to which the hole-down metal member a is fixed, and a receiving hole (substantially at the center) for connecting an anchor bolt provided in the hole-down metal member.
When the shortest separation distance from n is b, a relationship of a = b is established, and another side edge 6 ′ opposite to one side edge 6 of the mounting piece 4 is provided in a stepped manner. The shortest separation distance between the extension of the straight edge 6′A or the recessed straight edge 6′B and the (an axis of) the anchor bolt B when assembled in the assembly hole 7 is c, and the extension and the extension The shortest distance between the column p arranged on the other side edge 6 'side and the side surface p' to which the hole-down hardware a is fixed is d, and the side surface p 'of the column p and the hole-down metal a are provided. Assuming that the shortest separation distance from the (nearly the center of) the receiving hole n for connecting the anchor bolt B is b, the relationship is b = c + d.
【0015】なお、螺子孔8は垂直部片2aに形成した
透孔と一致する位置にして縦部片2aにナット材を固着
して構成してある。The screw hole 8 is formed by fixing a nut material to the vertical piece 2a at a position corresponding to the through hole formed in the vertical piece 2a.
【0016】支持基枠4の載置部片4bの中央部に設け
た透孔9は、実施例の金属製の型枠Hに代えて木製の型
枠に適用する際に、該型枠に固定するための釘着用の透
孔である。The through hole 9 provided at the center of the mounting piece 4b of the support base frame 4 is used for applying a metal form H to the wooden form in place of the metal form H of the embodiment. It is a through hole for nail attachment for fixing.
【0017】締付け螺子3は蝶ボルト形状のものを用い
ているが、これは操作上の便のためで、通常の六角頭ボ
ルトを用いても差し支えはない。Although the tightening screw 3 has a wing bolt shape, this is for convenience in operation, and a normal hexagonal head bolt may be used.
【0018】なおまた、係合枠2の上下部片2b,2b
´の自由端側の一隅部に螺子杆10をわたしてナット1
1を螺合して組付けてあるが、これは、運搬或いは保管
時に保持具本体1と係合枠2の組付け状態を維持するた
めのものである。The upper and lower pieces 2b, 2b
螺 Pull the screw rod 10 to one corner of the free end side of the
1 is screwed and assembled to maintain the assembled state of the holder main body 1 and the engagement frame 2 during transportation or storage.
【0019】支持杆5の表面(上面)に基礎コンクリー
トcの幅員方向の位置を表示する目印を刻設手段等で表
示すると使用上好適である。It is preferable to use a mark for indicating the position of the foundation concrete c in the width direction on the surface (upper surface) of the support rod 5 by engraving means or the like.
【0020】しかして、基礎コンクリートc(型枠H)
の直線部Tに配する柱pのホールダウン金物aを固着す
る側の側面p´と載置部片4の一端縁(直縁状)6のそ
れぞれの延長線が一致する位置にして保持具Aを前記載
置片4,4において型枠Hの側枠H´上に載置し、当該
位置に定置した状態(実施例の場合は載置片間の離開距
離と側枠H´,H´間の径が一致しているので係合部片
4aを型枠H内に係合するだけで定置される)でアンカ
ーボルトBを組付け孔7に貫通係合して締付け螺子3を
締付け固定すると(図4)、前記一側縁6と組付け孔7
に係合したアンカーボルトBとの離開距離と、柱側面p
´と該側面p´に固着するホールダウン金物aに設けた
前記アンカーボルトBの受孔nとの離開距離が等しくな
るようにしているため、アンカーボルトBはホールダウ
ン金物aとの関係で正位置にして基礎コンクリートcに
立設されることになる。Thus, the foundation concrete c (form H)
The holder is set at a position where the extension line of the side surface p 'of the pillar p disposed on the straight portion T of the side to which the hole-down metal piece a is fixed and the one edge (right edge) 6 of the mounting piece 4 coincides. A is placed on the side frame H ′ of the mold H in the placing pieces 4 and 4 and is fixed at the position (in the case of the embodiment, the separation distance between the placing pieces and the side frames H ′, H (The diameters between the 'are the same, so that they are fixed only by engaging the engaging piece 4a in the mold H.) The anchor bolt B is penetrated into the mounting hole 7 to tighten the tightening screw 3. When fixed (FIG. 4), the one side edge 6 and the mounting hole 7
Separation distance from the anchor bolt B engaged with the
′ And the hole n of the anchor bolt B provided on the hole-down metal member a fixed to the side surface p ′ are made to have the same separation distance, so that the anchor bolt B is positive in relation to the hole-down metal member a. It is to be erected on the foundation concrete c.
【0021】また、図5および図6で示すように、基礎
コンクリートc(型枠H)の隅角部Lに配する柱pのホ
ールダウン金物aを固着する側の側面p´に対するよう
にして、一方の載置部片4の一端縁6´の突出直縁部6
´A(図5)又は凹入直縁部6´B(図6)を型枠Aの
側枠A´の縁H´aと一致させるようにして載置片4,
4を型枠Hの側枠H´上に載置し、図4で示したと同様
にして締付け螺子3を締付けてアンカーボルトBを固定
すると、前記突出直縁部6´Aの延長線又は凹入直縁部
6´Bの延長線と組付け孔7に組付けたアンカーボルト
Bとの離開距離cと、前記延長線と前記側面p´との離
開距離dを加算したc+dは、側面p´と受孔nとの離
開距離bと等しくなるように設定してあるため、アンカ
ーボルトBはホールダウン金物aとの関係で正位置にし
て基礎コンクリートcに立設されることになる。As shown in FIGS. 5 and 6, the column p disposed at the corner L of the foundation concrete c (the form H) faces the side surface p 'on the side where the hole-down hardware a is fixed. , One projecting edge 6 ′ of one edge 6 ′ of the mounting piece 4
'A (FIG. 5) or the recessed right edge 6'B (FIG. 6) is aligned with the edge H'a of the side frame A' of the mold A.
4 is placed on the side frame H ′ of the mold H, and the fastening screw 3 is tightened to fix the anchor bolt B in the same manner as shown in FIG. C + d, which is the sum of the separation distance c between the extension line of the insertion straight edge 6′B and the anchor bolt B attached to the attachment hole 7 and the separation distance d between the extension line and the side surface p ′, is the side surface p. Is set to be equal to the separation distance b between '' and the receiving hole n, so that the anchor bolt B is erected on the foundation concrete c at the normal position in relation to the hole-down hardware a.
【0022】突出直縁6´Aと突出直縁6´Bを選択的
にして縁H´aに一致させて用いるようにするのは柱の
径に対応させて使い分けるためで、実施例では柱120
角の場合は突出直縁部6´Aを(図5)、柱105角の
場合は凹入直縁部6´Bを(図6)それぞれ利用するよ
うにしてある。The reason why the protruding direct edge 6'A and the protruding direct edge 6'B are selectively used so as to be coincident with the edge H'a is to selectively use them in accordance with the diameter of the column. 120
In the case of a corner, the protruding right edge 6′A is used (FIG. 5), and in the case of the pillar 105, the recessed right edge 6′B is used (FIG. 6).
【0023】[0023]
【発明の効果】本発明は前記の通りの構成であるから、
ホールダウン金物と対応する位置にアンカーボルトを容
易に配置して、基礎コンクリートに対するアンカーボル
トの立設作業を容易に行うことができる。Since the present invention has the configuration as described above,
By arranging the anchor bolts at positions corresponding to the hole-down hardware, the anchor bolts can be easily erected on the foundation concrete.
【図1】平面図。FIG. 1 is a plan view.
【図2】正面図。FIG. 2 is a front view.
【図3】斜視図。FIG. 3 is a perspective view.
【図4】基礎コンクリート直線部の柱との関係を示す平
面図。FIG. 4 is a plan view showing the relationship between a straight part of a foundation concrete and a column.
【図5】基礎コンクリート隅角部の柱との関係を示す平
面図。FIG. 5 is a plan view showing the relationship between corners of a foundation concrete and columns.
【図6】基礎コンクリート隅角部の柱との関係を示す平
面図。FIG. 6 is a plan view showing a relationship between corners of a foundation concrete and columns.
【図7】ホールダウン金物とアンカーボルトとの関係を
示す側面図。FIG. 7 is a side view showing the relationship between the hole-down hardware and the anchor bolt.
1 保持具本体 2 係合枠 3 締付け螺子 4 支持基枠 5 支持杆 6 一側縁 6´ 他の一側縁 7 組付け孔 B アンカーボルト H 型枠パネル a ホールダウン金物 p 柱 p´ 側面 DESCRIPTION OF SYMBOLS 1 Holder main body 2 Engagement frame 3 Tightening screw 4 Support base frame 5 Support rod 6 One side edge 6 'The other side edge 7 Assembly hole B Anchor bolt H Form panel a Hole down hardware p Column p' Side
Claims (2)
重ね合わせる縦方向の係合部片と前記型枠パネル上に載
置する横方向の載置部片とで成る断面L字形の一対の支
持基枠の前記係合部片に支持杆を架設して保持具本体を
構成し、該保持具本体の支持杆に、縦部片の上下両側に
相対して連設した上下部片を備えた係合枠を、前記縦部
片が前記載置部片の前記支持杆を介して相対する一対の
側縁の一側縁側に位置し、しかも、該支持杆を上下部片
間に介在するように組付け、該係合枠の前記縦部片に螺
合貫通させた締付け螺子の先端が前記支持杆を介して圧
接するアンカーボルトの組付け孔を、係合枠の前記上下
部片に形成すると共に、載置部片の前記一側縁を前記締
付け螺子の軸線と直交する直縁状と成して、該一側縁の
延長線と前記組付け孔に組付けたときの前記アンカーボ
ルトとの最短の離開距離をa、前記一側縁側に配する柱
の、ホールダウン金物を固着する側面と前記ホールダウ
ン金物に設けたアンカーボルト接続用の受孔との最短の
離開距離をbとしたとき、a=bの関係にした、基礎コ
ンクリート打設時におけるアンカーボルトの保持具。1. A pair of supports having an L-shaped cross section each comprising a vertical engaging piece to be superimposed on an inner surface of a foundation concrete formwork panel and a lateral mounting piece to be placed on the formwork panel. A support rod is provided by bridging a support rod on the engaging piece of the base frame, and the support rod of the retainer main body is provided with upper and lower pieces continuously connected to the upper and lower sides of the vertical piece. The engagement frame is such that the vertical piece is located on one side of a pair of side edges opposed to each other via the support rod of the placing piece, and the support rod is interposed between the upper and lower pieces. And an assembling hole for an anchor bolt, in which the tip of a tightening screw threaded through the vertical piece of the engagement frame and pressed into contact with the support rod is formed in the upper and lower pieces of the engagement frame. And forming the one side edge of the mounting piece into a straight edge shape orthogonal to the axis of the tightening screw, and extending the one side edge with the assembly. The shortest separation distance from the anchor bolt when assembled to the hole is a, and the side of the pillar arranged on the one side edge side to which the hole-down metal is fixed and the anchor bolt connection receiver provided on the hole-down metal are provided. A fixture for anchor bolts at the time of placing concrete, where a = b, where b is the shortest separation distance from the hole.
を段状にして突出直縁部と凹入直縁部を設けて、該突出
直縁部の延長線又は該凹入直縁部の延長線と組付け孔に
組付けたときのアンカーボルトとの最短の離開距離を
c、前記延長線と前記他の一側縁側に配する柱の、ホー
ルダウン金物を固着する側面との最短の離開距離をd、
また、柱の前記側面と前記ホールダウン金物に設けたア
ンカーボルト接続用の受孔との最短の離開距離をbとし
たとき、b=c+dの関係にした、請求項1記載の基礎
コンクリート打設時におけるアンカーボルトの保持具。2. A protruding direct edge and a recessed direct edge are provided by making another side edge opposite to one side edge of the mounting portion piece into a step, and an extension line of the protruding direct edge or the protruding direct edge is provided. The shortest separation distance between the extension line of the recessed right edge portion and the anchor bolt when assembled in the assembling hole is c, and the hole-down hardware of the column arranged on the extension line and the other side edge is fixed. D is the shortest separation distance from the side
2. The foundation concrete casting according to claim 1, wherein a relationship of b = c + d is established, where b is the shortest separation distance between the side surface of the pillar and the anchor bolt connection receiving hole provided in the hole-down metal fitting. Anchor bolt retainer at time.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000258491A JP4531224B2 (en) | 2000-08-29 | 2000-08-29 | Anchor bolt retainer when placing concrete foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000258491A JP4531224B2 (en) | 2000-08-29 | 2000-08-29 | Anchor bolt retainer when placing concrete foundation |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002070032A true JP2002070032A (en) | 2002-03-08 |
JP4531224B2 JP4531224B2 (en) | 2010-08-25 |
Family
ID=18746796
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000258491A Expired - Lifetime JP4531224B2 (en) | 2000-08-29 | 2000-08-29 | Anchor bolt retainer when placing concrete foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4531224B2 (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10147943A (en) * | 1996-11-20 | 1998-06-02 | Sumitomo Forestry Co Ltd | Anchor bolt installation metal fitting |
JPH11200379A (en) * | 1998-01-12 | 1999-07-27 | Hitoshi Yamaguchi | Device for pre-attaching-fixing anchor bolt for foundation of wooden house, and execution method therefor |
JPH11323952A (en) * | 1998-05-15 | 1999-11-26 | Kaneshin:Kk | Holder of sill anchor bolt at base concrete placing time |
-
2000
- 2000-08-29 JP JP2000258491A patent/JP4531224B2/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10147943A (en) * | 1996-11-20 | 1998-06-02 | Sumitomo Forestry Co Ltd | Anchor bolt installation metal fitting |
JPH11200379A (en) * | 1998-01-12 | 1999-07-27 | Hitoshi Yamaguchi | Device for pre-attaching-fixing anchor bolt for foundation of wooden house, and execution method therefor |
JPH11323952A (en) * | 1998-05-15 | 1999-11-26 | Kaneshin:Kk | Holder of sill anchor bolt at base concrete placing time |
Also Published As
Publication number | Publication date |
---|---|
JP4531224B2 (en) | 2010-08-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2002070032A (en) | Holding tool of anchor bolt in case of placement of footing concrete | |
JP2566470Y2 (en) | Anchor bolt fixing device for construction | |
JP2008291438A (en) | Anchor frame | |
JP3583389B2 (en) | Column and base fastening device | |
JP2002322753A (en) | Support structure of curtain wall | |
CN216041784U (en) | Novel embedded part is fixed device | |
JPH0510097Y2 (en) | ||
JP2003247277A (en) | Reinforcing metal fitting for column, column fixing structure using it, and column fixing method | |
JPH0694672B2 (en) | Anchor bolt positioning tool | |
JP4038086B2 (en) | Bracing unit mounting structure | |
JPH03110233A (en) | Frame work structure | |
JPH10184011A (en) | Metal tool set for installing anchor bolt | |
JPH01154952A (en) | Support structure of handrail strut | |
JP4050687B2 (en) | Pillar fixing device in wooden buildings | |
JPH10196166A (en) | Installation method of resin fence | |
JP2023182377A (en) | Fixing metal fittings and fixing device for strut | |
JPH11229502A (en) | Joining tool, joining method and joining structure of house unit | |
JPH045601Y2 (en) | ||
JPH0510096Y2 (en) | ||
JPH0354267Y2 (en) | ||
JPH04258415A (en) | Joining method of foundation plate and post, and foundation plate | |
JP3047847U (en) | Foundation mounting brackets and foundation mounting columns | |
JPH0455137Y2 (en) | ||
JP2875246B1 (en) | Pillar fixing device for wooden buildings | |
JPS6315478Y2 (en) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20070712 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20091013 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20091027 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20100525 |
|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20100609 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 4531224 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130618 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140618 Year of fee payment: 4 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313111 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |