JP2005330797A - Anchor bolt holder - Google Patents

Anchor bolt holder Download PDF

Info

Publication number
JP2005330797A
JP2005330797A JP2005122582A JP2005122582A JP2005330797A JP 2005330797 A JP2005330797 A JP 2005330797A JP 2005122582 A JP2005122582 A JP 2005122582A JP 2005122582 A JP2005122582 A JP 2005122582A JP 2005330797 A JP2005330797 A JP 2005330797A
Authority
JP
Japan
Prior art keywords
anchor bolt
erection
upper ends
erection member
holder
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
JP2005122582A
Other languages
Japanese (ja)
Inventor
Yoichi Shimada
洋一 島田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2005122582A priority Critical patent/JP2005330797A/en
Publication of JP2005330797A publication Critical patent/JP2005330797A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide an anchor bolt holder easily and firmly fittable to any foundation width by single fixing work and capable of temporarily holding an anchor bolt rapidly and vertically corresponding to various requested anchor bolt installation positions. <P>SOLUTION: The anchor bolt holder is provided with a first erection member placed straddling upper ends of forms erected facing each other; a latching part formed at one end of the first erection member; a first latching member slidably engaged with the other end of the first erection member; a fixing means for pressing to fix the first latching member from above in the required position of the first erection member; and an anchor bolt holding mechanism slidably engaged with the first erection member between the upper ends of the forms to vertically hold the anchor bolt. When the latching part and the first latching member are clamped inward between the forms, the latching part and the first latching member are latched to each other at the upper ends of the forms and fixed between the upper ends of the forms by a fixing means. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、建物の基礎構築時において相対向に立設される一対の型枠上端間に跨って固定され、アンカーボルトを仮保持するためのアンカーボルト保持具に関するものである。   The present invention relates to an anchor bolt holder that is fixed across a pair of upper ends of a pair of molds that are erected opposite to each other at the time of building a foundation of a building, and temporarily holds an anchor bolt.

従来、建物の基礎と土台とをつなぐアンカーボルトを基礎コンクリート内に埋設する作業は、建築業界において“田植え”と言われている型枠間に打設されたコンクリートが硬化しきらないうちに人の手によって埋設するという方式によって行われていた。
しかし硬化途中のコンクリート内に配筋を避けながら何度もアンカーボルトを入れなおすことはコンクリートとの定着力の低下を招き、さらに自重でアンカーボルトが沈み込んでしまい正確な位置や垂直状態に埋設できないといった不具合が生じやすいにもかかわらず特に木造住宅に関し、アンカーボルトの位置ずれはそれに合わせるよう土台に締結孔を開けることによって修正が可能であり、またアンカーボルトの傾きに関してはコンクリートが硬化した後、基礎から突出した金具部分を治具で叩いて真っ直ぐにするなどの手直しで外見上は問題がなく施工されていた。
Conventionally, the anchor bolts that connect the foundation and foundation of the building are embedded in the foundation concrete. It was done by the method of burying by hand.
However, reinserting the anchor bolt many times while avoiding reinforcement in the concrete that is in the process of hardening causes a decrease in the fixing power with the concrete, and the anchor bolt sinks under its own weight, so that it is buried in the correct position and vertical state. In spite of the possibility of failure, especially for wooden houses, misalignment of the anchor bolt can be corrected by drilling a fastening hole in the base to match it, and the inclination of the anchor bolt can be corrected after the concrete has hardened. The metal parts that protruded from the foundation were straightened by hitting them with a jig.

ところが、ここ近年多発している巨大地震によって倒壊した建物の中から露出したアンカーボルトの不良施工を数多く目の当たりにし、改めて竣工時には隠れて見えない基礎施工の重要性が認識されはじめている。新しく家を建てようとする人は、基礎施工の段階から現場を見学し、アンカーボルトの埋設本数や垂直姿勢などを確認される方々が多くなり、今や住宅建築は受身的な買物ではなくお客様と業者側とが相互に信頼関係を築くことが良い家づくりの条件となってきた。
このためアンカーボルトの埋設作業に関しては施工管理者側からの指導により、コンクリート打設前からあらかじめ型枠間内に保持具を用いてアンカーボルトを正確に仮保持しておくケースが増えてきている。
このようなアンカーボルト保持具は各種あるが、それを型枠に固定する方法には以下に示すようなものが知られている。
(イ)
アンカーボルトを保持する基盤プレート(40)を型枠上端(2)を跨ぐように載置し、断面コの字形状をしたクランプ(42)を用いて基盤プレート(40)と型枠上端(2)とを挟持した姿勢で蝶ボルト(43)の押圧により型枠上端間に固定する。(図12a参照)
(ロ) また、鋼製の型枠に対しては アンカーボルトを保持する基盤プレートの両端下面に取り付けられた磁石の力によって、その基盤プレートと型枠上端とを載置固定する。
(ハ)
あらかじめ構築される基礎幅に合わせて形成された断面コの字形状のアンカープレート(45)を、型枠上端間に対し上からはめ込み固定する。(図12b参照)
実用新案登録第3077029号
However, we have witnessed a number of defective anchor bolts exposed from buildings that have been destroyed by massive earthquakes in recent years, and the importance of foundation construction that is hidden and invisible at the time of completion has been recognized. People who want to build new homes visit the site from the foundation construction stage, and there are many people who confirm the number of anchor bolts buried and the vertical posture, and now home building is not a passive purchase but a customer Establishing a mutual relationship of trust with the contractor has become a condition for building a good home.
For this reason, there is an increasing number of cases in which anchor bolts are accurately temporarily held in advance between the molds before placing concrete by guidance from the construction manager with respect to the anchor bolt embedding work. .
There are various types of such anchor bolt holders, and the following methods are known for fixing them to the mold.
(I)
The base plate (40) holding the anchor bolt is placed so as to straddle the upper end (2) of the formwork, and the base plate (40) and the upper end of the formwork (2) using the clamp (42) having a U-shaped cross section. ) Is fixed between the upper ends of the mold by pressing the butterfly bolt (43). (See Figure 12a)
(B) For the steel mold, the base plate and the upper end of the mold are placed and fixed by the force of the magnets attached to the lower surfaces of both ends of the base plate holding the anchor bolts.
(C)
An anchor plate (45) having a U-shaped cross section formed in accordance with the foundation width constructed in advance is fitted and fixed between the upper ends of the molds. (See FIG. 12b)
Utility model registration No. 3077029

しかし、これらには次のような欠点があった。
まず、(イ)に関しては、アンカーボルトを保持する基盤プレートの両端においてそれぞれ型枠上端の裏側に手を回しこみ、蝶ボルトを締め付けて固定していく作業は大変煩わしく、作業効率の低下を招いていた。
次に(ロ)に関しては、磁石の取り付けられた基盤プレートを鋼製の型枠上端間に載せるだけなので固定作業はいたって簡単である。しかし、コンクリート打設時の勢力で保持されているアンカーボルトが斜めに押し上げられると基盤プレートが浮き上がり、結果固定位置がずれてしまうというといった不具合が生じていた。
さらに(ハ)に関しては、アンカープレートを型枠上端間に上からはめ込むだけなので簡単に固定できる。しかし、構築される基礎幅に対応するそれぞれの幅のアンカープレートを用意しなければならない。また、上からはめ込んであるだけなので上記のようなコンクリート打設時の勢力でアンカーボルトが傾いてしまうといった不具合が場合によっては生じる。
以上、従来のアンカーボルト保持具には固定方法の煩わしさ、コンクリート打設時の勢力による保持具の位置ずれに伴った手直し作業の煩わしさ、多様な基礎幅ごとに金具を必要とする不経済さ、といった欠点があり、依然田植え方式による埋設作業を実施している施工業者が多いというのが現状である。
However, these have the following disadvantages.
First, with regard to (a), it is very troublesome to turn your hands to the back side of the upper edge of the formwork at both ends of the base plate that holds the anchor bolts, and tighten the butterfly bolts, causing a reduction in work efficiency. It was.
With regard to (b), since the base plate to which the magnet is attached is simply placed between the upper ends of the steel mold, the fixing work is very simple. However, when the anchor bolt held by the force at the time of placing the concrete is pushed up obliquely, the base plate is lifted, resulting in a problem that the fixing position is shifted.
Furthermore, with respect to (c), the anchor plate can be easily fixed because it is simply fitted from above to the upper end of the mold. However, an anchor plate of each width corresponding to the foundation width to be constructed must be prepared. Moreover, since it is only fitted from the top, the trouble that an anchor bolt inclines with the force at the time of concrete placement as mentioned above arises depending on the case.
As described above, the conventional anchor bolt holder is troublesome in fixing method, troublesome in reworking work due to the displacement of the holder due to the force at the time of placing concrete, and uneconomical that requires metal fittings for various base widths The current situation is that there are many contractors who are still embedding by the rice planting method.

本発明はこのような現状に鑑みなされたもので、多様な基礎幅に応じて簡単、かつ強固に固定することができ、しかも要求される多様なアンカーボルト埋設位置に応じて迅速、かつ垂直にアンカーボルトの仮保持ができるアンカーボルト保持具の提供を目的とし、より多くの保持具使用による正確なアンカーボルト施工方法の普及と埋設精度の向上に貢献できるものである。   The present invention has been made in view of such a current situation, and can be easily and firmly fixed according to various foundation widths, and can be quickly and vertically according to various anchor bolt embedding positions required. The purpose is to provide an anchor bolt holder that can temporarily hold the anchor bolt, and it can contribute to the spread of an accurate anchor bolt construction method and the improvement of the embedding accuracy by using more holders.

「第1発明」
前記課題を解決するための本発明(第1発明)のアンカーボルト保持具は、以下の構成を特徴としている。すなわち、
相対向に立設した型枠上端間に跨って固定されるアンカーボルト保持具であって、
前記型枠上端間に跨って載置される第1架設部材と、
前記第1架設部材の一端に形成された掛止部と、
前記第1架設部材の他端に摺動自在に係合される第1掛止部材と、
前記第1掛止部材を前記第1架設部材の所要位置で上方から押圧固定する固定手段と、
前記型枠上端間において前記第1架設部材に摺動自在に係合され、かつアンカーボルトを垂直に保持するアンカーボルト保持期機構と、を備え、
前記掛止部と前記第1掛止部材とを前記型枠間内方向へ挟圧させた時、前記型枠上端にて各々掛止され、前記固定手段によって前記型枠上端間に固定されることを特徴とする構成とした。
"First invention"
The anchor bolt holder of the present invention (first invention) for solving the above-mentioned problems is characterized by the following configuration. That is,
An anchor bolt holder that is fixed across the upper ends of the molds erected opposite to each other,
A first erection member placed across the upper end of the mold,
A latching portion formed at one end of the first erection member;
A first hook member slidably engaged with the other end of the first erection member;
Fixing means for pressing and fixing the first hooking member from above at a required position of the first erection member;
An anchor bolt holding period mechanism that is slidably engaged with the first erection member between the upper ends of the mold and holds the anchor bolt vertically;
When the latching portion and the first latching member are clamped inwardly between the molds, they are latched at the upper ends of the molds and fixed between the upper ends of the molds by the fixing means. It was set as the characteristic characterized by this.

本発明(第1発明)によれば、型枠上端間に載置される架設部材の一端に形成された掛止部を型枠上端に掛止し、架設部材他端において摺動自在に係合された掛止部材をもう一方の型枠上端に掛止し、その掛止部と掛止部材とを型枠間内方向に挟圧させながら掛止部材上方からの押圧固定手段により保持具が型枠上端間に固定される。
これにより、多様な基礎幅に合わせて一度の固定作業で保持具を型枠上端間に取り付けることができる。
また、型枠上端の外方には折り返し部が設けられているため掛止部と掛止部材とはそれぞれが折り返し部下端にて型枠間内方向に掛止される状態が生じる。その状態では、掛止部と掛止部材との型枠間内方向への移動を阻止するとともにアンカーボルトが打設コンクリートの勢力によって持ち上げられる動作に伴って生じる掛止部と掛止部材の上方への移動を阻止することになるため、型枠上端間に対する保持具の強固な取り付けが可能となる。(図6参照)
さらに保持具を固定させた後で架設部材に摺動自在に係合されたアンカーボルト保持部を所要位置に合わせることができるため、確実な水平方向の位置調節がしやすくなる。
According to the present invention (the first invention), the latching portion formed at one end of the erection member placed between the upper ends of the mold is latched at the upper end of the mold and slidably engaged at the other end of the erection member. The holding member is held by the pressing and fixing means from above the hooking member while hooking the hooked hooking member on the upper end of the other moldwork and holding the hooking part and the hooking member inwardly between the molds. Is fixed between the upper ends of the formwork.
Thereby, a holder can be attached between mold form upper ends by one fixing operation according to various foundation widths.
Moreover, since the folding | returning part is provided in the outward of the upper end of a formwork, the state which a latching part and a latching member each latch in the direction between mold forms in the folding | returning part lower end occurs. In that state, the hooking portion and the hooking member are prevented from moving inwardly between the molds and the anchor bolt is lifted by the force of the cast concrete, and the hooking portion and the hooking member above are generated. Therefore, the holder can be firmly attached to the upper end of the mold. (See Figure 6)
Further, since the anchor bolt holding portion slidably engaged with the erection member after fixing the holding tool can be adjusted to the required position, it is easy to reliably adjust the position in the horizontal direction.

「第2発明」
本発明(第2発明)のアンカーボルト保持具は、
前記相対向に立設された前記型枠上端間が平面T字形状またはL字形状に立設されている型枠上端間に固定されるアンカーボルト保持具であって、
前記固定手段によって前記型枠上端間に固定される前記第1架設部材に略直交姿勢で摺動自在に係合される第2架設部材と、
前記第2架設部材の他端に摺動自在に係合される第2掛止部材と、
前記第2掛止部材を前記第2架設部材の所要位置で上方から押圧固定する固定手段と、
前記第2架設部材に摺動自在に係合され、かつアンカーボルトを垂直に保持するアンカーボルト保持機構と、を備え、
前記第2掛止部材を前記第1架設部材に向かって押圧した時、前記第1架設部材と略平行に位置する前記型枠上端にて掛止され、前記固定手段によって前記T字形状またはL字形状型枠上端間に固定されることを特徴とする構成とした。
"Second invention"
The anchor bolt holder of the present invention (second invention)
An anchor bolt holder that is fixed between upper ends of the molds that are erected in a planar T shape or L shape between the upper ends of the molds that are erected opposite to each other,
A second erection member slidably engaged with the first erection member fixed between the upper ends of the formwork by the fixing means in a substantially orthogonal posture;
A second hooking member slidably engaged with the other end of the second erection member;
Fixing means for pressing and fixing the second hooking member from above at a required position of the second erection member;
An anchor bolt holding mechanism that is slidably engaged with the second erection member and holds the anchor bolt vertically;
When the second latching member is pressed toward the first erection member, it is latched at the upper end of the mold located substantially parallel to the first erection member, and the T-shape or L by the fixing means. It was set as the structure characterized by fixing between character-shaped formwork upper ends.

構築される基礎形状がT字部やコーナー部におけるホールダウン金物に接続されるアンカーボルトの埋設位置は、柱の面から30ミリ外側になる。このためその埋設位置の水平方向には型枠上端が垂直に組み合わされている場合があり、型枠上端間に跨った姿勢でアンカーボルト保持具を固定できない状況がある。
本発明(第2発明)によれば、第1のアンカーボルト保持具に対して略直交姿勢で第2架設部材を摺動自在に組付けることができるため、一端に型枠上端の外方が存在しない箇所でも前記第1発明の効果を奏したアンカーボルト保持具の取り付けが可能となり、使用範囲が広がる。
The embedded position of the anchor bolt where the foundation shape to be constructed is connected to the hole-down hardware at the T-shaped part or corner part is 30 mm outside from the surface of the column. For this reason, the upper end of the formwork may be vertically combined in the horizontal direction of the embedding position, and there is a situation where the anchor bolt holder cannot be fixed in a posture straddling the upper end of the formwork.
According to the present invention (second invention), the second erection member can be slidably assembled in a substantially orthogonal posture with respect to the first anchor bolt holder. The anchor bolt holder that achieves the effect of the first invention can be attached even at a location that does not exist, and the range of use is expanded.

「第3発明」
本発明(第3発明)のアンカーボルト保持具は、
前記アンカーボルト保持機構であって、
前記架設部材の横断面外郭線とほぼ同一な横断面内郭線を有して摺動自在に係合される係合枠と、
前記係合枠を架設部材の所要位置で固定する固定手段と、
前記アンカーボルトを挿通した状態で垂直に保持するアンカーボルト保持部と、
前記アンカーボルト保持部にアンカーボルトを固定する固定手段と、を備え、
前記係合枠と前記アンカーボルト保持部とが、投影された前記係合枠の摺動方向と前記アンカーボルト保持部の軸方向が直交し、しかも前記アンカーボルト保持部の上縁が前記係合枠上端と同一な水平面より下側で補強部材を介してそれぞれ配設されていることを特徴としている。
"Third invention"
The anchor bolt holder of the present invention (third invention)
The anchor bolt holding mechanism,
An engagement frame having a substantially same cross-sectional outline as the cross-sectional outline of the erection member and slidably engaged;
Fixing means for fixing the engagement frame at a required position of the erection member;
An anchor bolt holding portion that holds the anchor bolt vertically in a state of being inserted,
Fixing means for fixing the anchor bolt to the anchor bolt holding portion,
In the engagement frame and the anchor bolt holding portion, the projected sliding direction of the engagement frame and the axial direction of the anchor bolt holding portion are orthogonal, and the upper edge of the anchor bolt holding portion is the engagement. It is characterized by being respectively disposed via a reinforcing member below the same horizontal plane as the upper end of the frame.

通常型枠上端間に跨って固定されるアンカーボルト保持具は、その固定箇所を結んだ直線上にアンカーボルトを仮保持する構造となっているため、固定具を取り付ける箇所にコンクリート成型面の裏側に設けられた補強桟があるとアンカーボルト保持具を固定することが困難な場合がある。
また、コンクリートが型枠の上端部まで打設される場合には型枠上端より上側の位置でアンカーボルトを保持しなければならない。
本発明(第3発明)によれば、アンカーボルトを挿通して保持するアンカーボルト保持部がアンカーボルト保持具本体の固定箇所を結んだ直線上から離れた位置に配設されているため、補強桟を逃した型枠間の位置に保持具を取り付けることができる。(図8参照)
これにより、型枠を立設していく際に配設される不ぞろいな補強桟の位置によってアンカーボルト保持具の取付箇所が制限されることがなくなる。
さらに、アンカーボルト保持部が係合枠上面より下側の位置に配設されているため、この係合枠を上下反転することで打設コンクリート内に保持具が埋もれてしまうことがなくアンカーボルトを保持することができ、現場での実用性が高くなり使用範囲が広がる。(図10参照)
The anchor bolt holder that is usually fixed across the upper end of the formwork has a structure that temporarily holds the anchor bolt on the straight line connecting the fixing points, so the back side of the concrete molding surface is where the fixture is attached. If there is a reinforcing bar provided on the anchor bolt, it may be difficult to fix the anchor bolt holder.
In addition, when concrete is driven up to the upper end of the mold, the anchor bolt must be held at a position above the upper end of the mold.
According to the present invention (the third invention), the anchor bolt holding portion for inserting and holding the anchor bolt is disposed at a position away from the straight line connecting the fixing points of the anchor bolt holder body. A holding tool can be attached at a position between the molds that missed the crosspiece. (See Figure 8)
Thereby, the attachment location of the anchor bolt holder is not limited by the positions of uneven reinforcing bars arranged when the mold is erected.
Furthermore, since the anchor bolt holding part is disposed at a position below the upper surface of the engagement frame, the anchor bolt is not buried in the cast concrete by turning the engagement frame upside down. Can be maintained, making it more practical in the field and expanding the range of use. (See Figure 10)

「第4発明」
本発明(第4発明)のアンカーボルト保持具は、
前記アンカーボルト保持部であって、
前記アンカーボルトが挿通可能な筒状部材からなり、かつ前記筒状部材の内径と前記筒状部材の上縁から下縁までの長さの比が1:3から1:6までの範囲で形成されていることを特徴としている。
"Fourth invention"
The anchor bolt holder of the present invention (fourth invention)
The anchor bolt holding part,
It is formed of a cylindrical member into which the anchor bolt can be inserted, and the ratio of the inner diameter of the cylindrical member and the length from the upper edge to the lower edge of the cylindrical member is in the range of 1: 3 to 1: 6. It is characterized by being.

本発明(第4発明)によれば、筒状部材の下縁が通常の場合において打設コンクリートの天端面に接触するのを避けれる程度に、しかも打設コンクリートの勢力によって保持されているアンカーボルトが傾かない程度に最適な状態でアンカーボルトをしっかりと保持することができる。 According to the present invention (fourth invention), the anchor held by the force of the cast concrete to such an extent that the lower edge of the tubular member can be prevented from coming into contact with the top end surface of the cast concrete in a normal case. The anchor bolt can be firmly held in an optimum state so that the bolt does not tilt.

「第5発明」
本発明(第5発明)のアンカーボルト保持具は、
前記アンカーボルトの側面を挟む姿勢で前記補助部材に穿設された一対の押圧部材と、
前記押圧部材の側端に設けられた少なくとも対向する一対の鍔部と、
前記鍔部を締め付け固定する固定手段と、を備え、
前記鍔部の締め付け度合いにより、少なくともアンカーボルト側面の第1領域と前記第1領域に対向する第2領域に前記押圧部材が圧接されることを特徴としている。
"Fifth invention"
The anchor bolt holder of the present invention (the fifth invention)
A pair of pressing members drilled in the auxiliary member in a posture sandwiching the side surface of the anchor bolt;
At least a pair of opposite flanges provided at the side ends of the pressing member;
Fixing means for tightening and fixing the collar portion,
The pressing member is pressed against at least a first region on the side surface of the anchor bolt and a second region facing the first region according to the tightening degree of the flange portion.

本発明(第5発明)によれば、鍔部の締め付け度合いを変えるだけで太さの違ったアンカーボルトの保持が可能となるため、現場での使用範囲が広がる。 According to the present invention (the fifth invention), it is possible to hold anchor bolts having different thicknesses only by changing the tightening degree of the collar portion, and therefore the range of use in the field is expanded.

本発明(第1〜第5発明)は、必要に応じて単独で適用してもよいし、各発明を組み合わせて適用してもよい。 The present invention (first to fifth inventions) may be applied alone as necessary, or may be applied in combination with each other.

以上のように本発明のアンカーボルト保持具は、次のような優れた効果を奏する。
(a)どんな基礎幅に対しても一度の固定作業で簡単に、しかも強固に取り付けることができ、作業効率の改善につながる。
(b)基礎幅の水平方向、垂直方向ともに所要位置への調節が容易であるため、アンカーボルトの埋設精度を向上することができる。
(c)一端に型枠上端の外方が存在しないT字部やコーナー部の型枠間内にもアンカーボルトを仮保持することができる。
(d)不ぞろいな補強桟のある位置を逃しながらアンカーボルト保持具を型枠上端間に取り付けることができる。
(e)打設コンクリートの天端面と型枠上端とに距離がとれない打設状況でも、型枠間でアンカーボルトを仮保持することができる。
(f)どんな太さアンカーボルトでも保持することができる。
このため、本発明のアンカーボルト保持具は現場での実用性が非常に高く、正確な位置に素早くアンカーボルトを仮保持することができ、従来のような保持具使用によるアンカーボルト埋設作業の面倒な手間を大幅に省くことができるため、保持具使用による正確なアンカーボルト施工方法の普及と埋設精度の向上に貢献することができる。
As described above, the anchor bolt holder of the present invention has the following excellent effects.
(A) It can be easily and firmly attached to any foundation width with a single fixing operation, leading to an improvement in work efficiency.
(B) Since the foundation width can be easily adjusted to a required position in both the horizontal direction and the vertical direction, the embedment accuracy of the anchor bolt can be improved.
(C) The anchor bolt can be temporarily held in the T-shaped part or the corner part between the molds where the outside of the upper end of the mold does not exist at one end.
(D) The anchor bolt holder can be attached between the upper ends of the molds while missing the positions where the uneven reinforcing bars are present.
(E) The anchor bolt can be temporarily held between the molds even in a casting situation where the distance between the top end surface of the cast concrete and the upper end of the molds cannot be maintained.
(F) It can hold any thickness anchor bolt.
For this reason, the anchor bolt holder of the present invention is extremely practical in the field, can quickly hold the anchor bolt at an accurate position quickly, and it is troublesome to embed anchor bolts by using a conventional holder. Therefore, it can contribute to the spread of an accurate anchor bolt construction method using a holder and the improvement of the embedding accuracy.

以下、本発明の実施の形態を図面に基づいて説明する。
まず図1・図2に示すように、第1のアンカーボルト保持具(20A)は型枠上端間に載置される第1架設部材(10A)の一端に掛止部(11)が設けられ、他端には第1掛止部材(12A)が基礎幅に合わせて摺動自在に固定できるよう係合されており、掛止部(11)と第1掛止部材(12A)の間にアンカーボルト(6)を垂直に保持するアンカーボルト保持機構が備えられている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
First, as shown in FIG. 1 and FIG. 2, the first anchor bolt holder (20A) is provided with a latching portion (11) at one end of the first erection member (10A) placed between the upper ends of the mold. The other end is engaged with the first latching member (12A) so as to be slidably fixed in accordance with the base width, and between the latching portion (11) and the first latching member (12A). An anchor bolt holding mechanism for holding the anchor bolt (6) vertically is provided.

図3に示すように、第1架設部材(10A)は、水平な金属板の略中央で一端を鋭角に折曲した掛止部(11)の上面に金属からなる角棒(30a)の一端が載置され溶接固定されている。また、第1掛止部材(12A)は、掛止部(11)より幅が狭い水平な金属板の略中央で一端を鋭角に折曲し、その水平面上には角棒(30a)の横断面外郭線とほぼ同一な横断面内郭線を有する金属からなる角パイプを適度な長さに切断した係合枠(31a)の下面が溶接固定されている。
さらに、係合枠(31a)の上面にはネジ孔(32a)が設けられその周りにはナット(33a)が溶接固定されており、係合枠(31a)に角棒(30a)を挿通した状態で蝶ボルト(34a)をナット(33a)に螺合することで第1掛止部材(12A)が第1架設部材(10A)に押圧固定される。
As shown in FIG. 3, the first erection member (10A) has one end of a square bar (30a) made of metal on the upper surface of a latching part (11) bent at an acute angle at the approximate center of a horizontal metal plate. Is mounted and fixed by welding. The first hooking member (12A) has one end bent at an acute angle at the approximate center of a horizontal metal plate that is narrower than the hooking part (11), and the square bar (30a) crosses the horizontal plane. The lower surface of the engagement frame (31a) obtained by cutting a square pipe made of metal having a substantially same cross-sectional outline line as the surface outline line to an appropriate length is welded and fixed.
Further, a screw hole (32a) is provided on the upper surface of the engagement frame (31a), and a nut (33a) is welded and fixed around the screw hole (32a), and a square bar (30a) is inserted through the engagement frame (31a). In this state, the first hooking member (12A) is pressed and fixed to the first erection member (10A) by screwing the butterfly bolt (34a) into the nut (33a).

図5に示すように、角棒(30a)の横断面外郭線とほぼ同一な横断面内郭線を有する金属製の角パイプを適度な長さに切断した係合枠(31b)下面の直角をはさむ2辺に沿うようにしてアングル材を適度な長さに切断した補強部材(13)の横断面L字形状の2辺が溶接固定されている
さらに金属性の丸パイプを適度な長さに切断し、その側面中間にはネジ孔(32f)が設けられ、その周りにはナット(33f)が溶接固定されている筒状部材(14)が、その側面長手方向が垂直になるよう補強部材(13)の外端に溶接固定されており、しかも筒状部材(14)は投影された係合枠(31b)の摺動方向(D2)と筒状部材(14)の軸方向(D1)が直交し、しかも筒状部材(14)の上縁が係合枠(31b)上端と同一な水平面(L1)より下側にそれぞれ配設されている。(図9参照)
また筒状部材(14)の内周は、挿入されるアンカーボルト(6)の外周に合わせ若干大きい程度にあらかじめ設定されており、蝶ボルト(34f)をナット(33f)に螺合することによってアンカーボルト(6)が垂直方向に対し摺動自在に押圧固定される。(図1・図3参照)
As shown in FIG. 5, the right angle of the lower surface of the engagement frame (31b) obtained by cutting a metal square pipe having a cross-sectional outline substantially the same as the cross-sectional outline of the square bar (30a) into an appropriate length. A reinforcing metal member (13) that is cut to an appropriate length along the two sides sandwiched between two L-shaped cross sections of the reinforcing member (13) is welded and fixed to a metal round pipe with an appropriate length. The cylindrical member (14), in which a screw hole (32f) is provided in the middle of the side surface and a nut (33f) is fixed by welding around the side surface, is reinforced so that the longitudinal direction of the side surface is vertical. The outer end of the member (13) is fixed by welding, and the cylindrical member (14) is projected on the sliding direction (D2) of the engaging frame (31b) and the axial direction (D1) of the cylindrical member (14). ) Are orthogonal, and the upper edge of the cylindrical member (14) is the same as the upper end of the engagement frame (31b). Are disposed respectively below the (L1). (See Figure 9)
The inner periphery of the cylindrical member (14) is set in advance to be slightly larger than the outer periphery of the anchor bolt (6) to be inserted. By screwing the butterfly bolt (34f) to the nut (33f), The anchor bolt (6) is slidably pressed and fixed in the vertical direction. (See Figures 1 and 3)

図4に示すように、係合枠(31b)の一側面には蝶ボルト(34b)が挿通可能なネジ孔(32b)の周りにナット(33b)が溶接固定されている。係合枠(31b)に角棒(30a)を挿通した状態で蝶ボルト(34b)を締め付けることによって摺動自在に係合枠(31b)が角棒(30a)に所要位置で押圧固定される。(図4参照) As shown in FIG. 4, a nut (33b) is welded and fixed to one side of the engagement frame (31b) around a screw hole (32b) through which the butterfly bolt (34b) can be inserted. By tightening the butterfly bolt (34b) with the square bar (30a) inserted into the engagement frame (31b), the engagement frame (31b) is slidably pressed and fixed to the square bar (30a) at a required position. . (See Figure 4)

次に、本発明の第2のアンカーボルト保持具について図7に基づいて説明する。
図7に示すように、基礎形状がT字部において実施される本発明の第2のアンカーボルト保持具(20B)には、第1架設部材(10A)に摺動自在に第2架設部材(10B)の一端が係合されており、他端には第2掛止部材(12B)が摺動自在に固定できるよう係合されており、第2架設部材(10B)にアンカーボルト(6)を垂直に保持するアンカーボルト保持機構が備えられている。
Next, the 2nd anchor bolt holder of this invention is demonstrated based on FIG.
As shown in FIG. 7, in the second anchor bolt holder (20B) of the present invention in which the basic shape is implemented in the T-shaped portion, the second erection member (10A) is slidable on the first erection member (10A). 10B) is engaged with one end, and the other end is engaged so that the second hooking member (12B) can be slidably fixed, and the second erection member (10B) is anchored with the anchor bolt (6). An anchor bolt holding mechanism that holds the bolt vertically is provided.

この第2架設部材(10B)は、第1のアンカーボルト保持具(20A)を構成している形態を基本としている。相違点は、角棒(30b)の一端が第1架設部材(10A)に略直交姿勢で摺動自在に係合されている点である。
この角棒(30b)の一端面には、角棒(30a)の横断面外郭線とほぼ同一な横断面内郭線を有する金属製の角パイプを適度な長さに切断した係合枠(31c)の側面が垂直に溶接固定されている。
さらに、その側面に対向する側面上には蝶ボルト(34c)が挿通可能なネジ孔(32c)の周りにナット(33c)が設けられている。係合枠(31c)に角棒(30a)を挿通した状態で蝶ボルト(34c)を締め付けることにより、第2架設部材(10B)は第1架設部材(10A)の架設方向に対し垂直に、しかも摺動自在に押圧固定される。
そして、角棒(30b)には第1のアンカーボルト保持具(20A)と同一なアンカーボルト保持機構が備えられている。
The second erection member (10B) is based on a form constituting the first anchor bolt holder (20A). The difference is that one end of the square bar (30b) is slidably engaged with the first erection member (10A) in a substantially orthogonal posture.
On one end face of the square bar (30b), an engagement frame (a metal square pipe having a cross-sectional outline substantially the same as the cross-sectional outline of the square bar (30a) cut to an appropriate length ( The side surface of 31c) is fixed by welding vertically.
Further, a nut (33c) is provided around a screw hole (32c) through which the butterfly bolt (34c) can be inserted on the side surface facing the side surface. By tightening the butterfly bolt (34c) with the square bar (30a) inserted through the engagement frame (31c), the second erection member (10B) is perpendicular to the erection direction of the first erection member (10A), Moreover, it is slidably pressed and fixed.
The square bar (30b) is provided with the same anchor bolt holding mechanism as that of the first anchor bolt holder (20A).

次に第5発明によるアンカーボルト保持形態を図11に基づいて説明する。
図11に示すように、アンカーボルトの側面を挟む姿勢で配設され、かつ可撓性を有する一対の押圧部材(16A、16B)が補助部材(13)に穿設され、その押圧部材(16A、16B)の端辺から相対する一対の鍔部(35a、35b)が突出している。
さらに、鍔部(35a、35b)の外面にはそれぞれ蝶ボルト(34g)が挿通可能なネジ孔(32g、32h)の周りにナット(33g、33h)が溶接固定されている。蝶ボルト(34g)を螺合させることによって押圧部材(16A、16B)の面圧接によりアンカーボルト(6)が保持される。
Next, an anchor bolt holding form according to the fifth invention will be described with reference to FIG.
As shown in FIG. 11, a pair of pressing members (16A, 16B) which are arranged in a posture sandwiching the side surface of the anchor bolt and have flexibility are drilled in the auxiliary member (13), and the pressing members (16A , 16B) a pair of opposed flanges (35a, 35b) protrude from the end sides.
Furthermore, nuts (33g, 33h) are welded and fixed around screw holes (32g, 32h) into which the butterfly bolts (34g) can be inserted, respectively, on the outer surfaces of the flanges (35a, 35b). The anchor bolt (6) is held by the surface pressure contact of the pressing members (16A, 16B) by screwing the butterfly bolt (34g).

なお、本発明のアンカーボルト保持具(20A、20B)に設けられている角棒(30a、30b)は、その両端で水平に架設されるよう、係合枠(31a、31d)下面の厚みなどを考慮に入れて掛止部(11)と掛止部材(12A、12B)の板厚はあらかじめ設定されている。
また、角棒(30a、30b)は同じサイズの外周を有するものとし、係合枠(31a、31b、31c、31d、31e)の内周は角棒の外周に合わせ若干大きい程度に統一することで互換性が生じ、より実用的となる。
It should be noted that the square bars (30a, 30b) provided on the anchor bolt holders (20A, 20B) of the present invention have a thickness on the lower surface of the engagement frame (31a, 31d), etc. so as to be installed horizontally at both ends thereof. In consideration of the above, the plate thickness of the latching portion (11) and the latching members (12A, 12B) is set in advance.
In addition, the square bars (30a, 30b) shall have the same outer circumference, and the inner circumferences of the engagement frames (31a, 31b, 31c, 31d, 31e) should be unified to be slightly larger to match the outer circumference of the square bars. This creates compatibility and makes it more practical.

まず、図1・図3に示すようにアンカーボルト(6)を筒状部材(14)に挿通し、適当な高さで蝶ボルト(34f)を締め付けて仮保持しておく。
次に、係止部(11)を型枠間内方向に向かって型枠上端(2)の外方に設けられた折り返し部(3)の折り返し部下端(4)に対して掛止させ、係合枠(31a)を角棒(30a)の一端に挿通させながら第1掛止部材(12A)をもう一方の型枠上端(2)に設けられた折り返し部下端(4)に掛止させ、掛止部(11)と第1掛止部材(12A)を型枠間内方向に挟圧させながら蝶ボルト(34a)を締め付ける。
この時、折り返し部下端(4)では型枠間内方向への移動(F1)を阻止するとともにアンカーボルトが打設コンクリートの勢力によって持ち上げられる動作に伴って生じる掛止部(11)と第1掛止部材(12A)の上方への移動(F2)を阻止する力が働くため、型枠上端間に対するアンカーボルト保持具の強固な取り付けが可能となり、また多様な基礎幅を構築する型枠間にあわせて第1のアンカーボルト保持具(20A)をどんな基礎幅にも強固に取り付けることができる。(図6参照)
First, as shown in FIGS. 1 and 3, the anchor bolt (6) is inserted into the tubular member (14), and the butterfly bolt (34f) is tightened and temporarily held at an appropriate height.
Next, the locking portion (11) is hooked to the folded portion lower end (4) of the folded portion (3) provided outside the upper end of the mold frame (2) toward the inner direction between the mold frames, While the engagement frame (31a) is inserted into one end of the square bar (30a), the first hook member (12A) is hooked on the lower end (4) of the folded portion provided on the upper end (2) of the other mold. The butterfly bolt (34a) is tightened while the latching portion (11) and the first latching member (12A) are clamped inwardly between the molds.
At this time, the lower end (4) of the folded portion prevents the inward movement (F1) between the molds, and the hook portion (11) and the first portion that are generated by the operation that the anchor bolt is lifted by the force of the cast concrete. Because the force that prevents the upward movement (F2) of the latching member (12A) works, the anchor bolt holder can be firmly attached between the upper ends of the molds, and between the molds that construct various foundation widths Accordingly, the first anchor bolt holder (20A) can be firmly attached to any foundation width. (See Figure 6)

また、一箇所の蝶ボルト(34a)を上から締め付けるだけなので、図12aに示すような両端で型枠上端(2)の下側にそれぞれ手を回しこんだ姿勢でクランプ(42)に螺合される蝶ボルト(43)を締め付ける方法よりも手早く簡単に固定できる。 Moreover, since only one butterfly bolt (34a) is tightened from above, it is screwed into the clamp (42) in a posture in which both hands are turned to the lower side of the upper end of the formwork (2) at both ends as shown in FIG. 12a. Faster and easier than the method of tightening the butterfly bolt (43).

図8・図9に示すように、アンカーボルト(6)を設置する直線状に補強桟(5)がある場合でも、本発明の第1のアンカーボルト保持具は筒状部材(14)がアンカーボルト保持具の固定箇所を結んだ直線上から離れた位置に配設されているため、補強桟を逃した型枠上端間に保持具を取り付けることができる。
また左右の折り返し部下端(4)で掛止されている辺の長さが変化するように第1掛止部材(12A)の幅が掛止部(11)より狭くしてあるので、例えばアンカーボルト(6)を埋設したい位置に筒状部材(14)を合わせた時、型枠上端(2)への固定箇所に補強桟(5)があった場合には第1架設部材(10A)を180度回転させることによって固定できるかを試してみる。
それでも無理な場合には、係合枠(31b)を一旦角棒(30a)からはずし、アンカーボルト保持部(15)を水平方向に180度回転させて再び角棒(30a)に係合してから保持具を固定する。
このようにして不ぞろいに配設されている補強桟(5)の位置をかわしながら第1のアンカーボルト保持具を型枠上端間に臨機応変に固定することができる。
As shown in FIGS. 8 and 9, the cylindrical member (14) is anchored in the first anchor bolt holder of the present invention even when the reinforcing bar (5) is in a straight line for installing the anchor bolt (6). Since it is arrange | positioned in the position away from the straight line which connected the fixing location of a bolt holder, a holder can be attached between the mold upper ends which missed the reinforcement crosspiece.
In addition, since the width of the first hooking member (12A) is narrower than the hooking part (11) so that the length of the side hooked at the lower ends (4) of the left and right folded parts changes, for example, an anchor When the cylindrical member (14) is aligned with the position where the bolt (6) is to be embedded, and there is a reinforcing bar (5) at the fixed position to the upper end of the mold (2), the first erection member (10A) is attached. Try to fix it by rotating 180 degrees.
If this is not possible, once remove the engagement frame (31b) from the square bar (30a), rotate the anchor bolt holding part (15) 180 degrees horizontally, and re-engage the square bar (30a). Secure the retainer.
In this manner, the first anchor bolt holder can be flexibly fixed between the upper ends of the molds while changing the positions of the reinforcing bars (5) arranged unevenly.

また、図9・図10に示すように、打設するコンクリートの天端面(8)と型枠上端とに十分な距離がとれない打設状況でも、係合枠(31b)を上下反転させて角棒(30a)に係合させることで、筒状部材(14)がコンクリート天端面(8)に接触するのを避けることができ、アンカーボルト保持部(15)がコンクリート内に埋もれてしまうといった不具合を解消することができるので現場での使用範囲が広く、実用性が非常に高い。 Also, as shown in FIG. 9 and FIG. 10, even in a placement situation where a sufficient distance cannot be taken between the top end surface (8) of the concrete to be placed and the upper end of the mold, the engagement frame (31b) is turned upside down. By engaging with the square bar (30a), the cylindrical member (14) can be prevented from coming into contact with the concrete top end face (8), and the anchor bolt holding part (15) is buried in the concrete. Since the problem can be solved, the range of use in the field is wide and practicality is very high.

次いで図1・図3に示すように、係合枠(31b)を摺動しながらアンカーボルトの水平位置を合わせ、蝶ボルト(34b)を締め付けて固定する。この時角棒(30a)は型枠上端(2)に対し水平に架設されており、また筒状部材(14)は補強部材(13)を介して垂直に固定されているので角棒(30a)の持つ垂直性が維持されており、簡単にアンカーボルト(6)を垂直に保持することができる。
また、角棒(30a)の外周とほぼ同じ内周を有する角パイプを係合することによりがたつくといった不具合がなく摺動可能なため素早く位置合わせを行える。
最後にアンカーボルト(6)の上端を片手で持ち蝶ボルト(34f)を緩めて高さ位置を調節してから再び蝶ボルト(34f)を締め付けることにより、アンカーボルト(6)が筒状部材(14)内面に押し当てられるため、垂直方向の所要位置にてしっかりとアンカーボルト(6)が保持された状態で押圧固定される。
これにより、アンカーボルト(6)がコンクリートを打設する際の勢力で傾くといった不具合は生じない。
Next, as shown in FIGS. 1 and 3, the horizontal position of the anchor bolt is adjusted while sliding the engagement frame (31b), and the butterfly bolt (34b) is tightened and fixed. At this time, the square bar (30a) is installed horizontally with respect to the upper end (2) of the mold, and the cylindrical member (14) is fixed vertically via the reinforcing member (13). ) Is maintained, and the anchor bolt (6) can be easily held vertically.
In addition, since it can be slid without any trouble of rattling by engaging a square pipe having substantially the same inner circumference as the outer circumference of the square bar (30a), it can be quickly aligned.
Finally, by holding the upper end of the anchor bolt (6) with one hand, loosen the butterfly bolt (34f), adjust the height position, and then tighten the butterfly bolt (34f) again, the anchor bolt (6) becomes the tubular member ( 14) Since it is pressed against the inner surface, it is pressed and fixed in a state where the anchor bolt (6) is firmly held at a required position in the vertical direction.
Thereby, the malfunction that an anchor bolt (6) inclines with the force at the time of placing concrete does not arise.

第1のアンカーボルト保持具(20A)を取り外す時は、まず蝶ボルト(34a・34b、34f)を緩めておく。
次に、第1掛止部材(12A)を折り返し部下端(4)から外し、アンカーボルト(6)が動かないように片手で係合枠(31b)を押さえつつ第1架設部材(10A)を外方向に摺動させて掛止部(11)を折り返し部下端(4)から外し、そのまま第1架設部材(10A)と第1掛止部材(12A)を真上に持ち上げて筒状部材(14)をアンカーボルト(6)から外すことで素早く第1のアンカーボルト保持具(20A)を型枠上端間から簡単に取り外すことができる。
保管の際は、係合枠(31a、31b)を掛止部(11)側に寄せてから蝶ボルト(34a)を軽く締め付けておくだけで各部材が外れてなくなるなどの不具合が生じることはなく、持ち運びや保管にも大変便利である。
When removing the first anchor bolt holder (20A), first the butterfly bolts (34a, 34b, 34f) are loosened.
Next, the first hooking member (12A) is removed from the lower end (4) of the folded portion, and the first erection member (10A) is held while holding the engagement frame (31b) with one hand so that the anchor bolt (6) does not move. The latching portion (11) is removed from the lower end (4) by sliding outward, and the first erection member (10A) and the first latching member (12A) are lifted straight up to form a cylindrical member ( By removing 14) from the anchor bolt (6), the first anchor bolt holder (20A) can be quickly and easily removed from between the upper ends of the formwork.
When storing, it is possible to cause problems such as each member not being removed simply by lightly tightening the butterfly bolt (34a) after bringing the engagement frames (31a, 31b) toward the latching portion (11). It is also very convenient to carry and store.

図7は基礎形状がT字部でも使用できる第2のアンカーボルト保持具(20B)の使用例を示している。
ホールダウン金物に接続されるアンカーボルト(6)を埋設する位置の水平方向に型枠上端の外方に設けられた折り返し部(3)が存在しない状況がある。その場合には、本発明の第1架設部材(10A)を存在しない型枠上端の代わりにすることで対応ができる。
FIG. 7 shows a usage example of the second anchor bolt holder (20B) that can be used even when the basic shape is a T-shaped portion.
There is a situation in which there is no folded portion (3) provided outside the upper end of the formwork in the horizontal direction at the position where the anchor bolt (6) connected to the hole-down hardware is embedded. In such a case, the first erection member (10A) of the present invention can be dealt with by replacing the upper end of the formwork that does not exist.

まず、係合枠(31c)に角棒(30a)を挿通させて第2架設部材(10B)を第1架設部材(10A)に組み付けておき、係合枠(31b)を角棒(30b)に挿通してからアンカーボルト(6)を筒状部材(14)に挿通して蝶ボルト(34f)で固定しておき、先に述べた要領で第1架設部材(10A)をT字部の型枠上端間に固定する。
次に、係合枠(31c)を摺動させながら第1の水平位置に合わせて蝶ボルト(34c)で固定し、さらに第2掛止部材(12B)にある係合枠(31d)を角棒(30b)に挿通しながら折り返し部下端(4)に第2掛止部材(12B)を掛止させながら蝶ボルト(34d)で固定する。次に、係合枠(31b)を摺動させながら第2の水平位置に合わせて蝶ボルト(34b)で固定し、アンカーボルトの高さを調節する。これにより型枠のT字部やコーナー部での所要位置にアンカーボルトを保持することができ、使用範囲が広がる。
First, the square bar (30a) is inserted into the engagement frame (31c), the second installation member (10B) is assembled to the first installation member (10A), and the engagement frame (31b) is attached to the square bar (30b). After that, the anchor bolt (6) is inserted into the cylindrical member (14) and fixed with the butterfly bolt (34f), and the first erection member (10A) is attached to the T-shaped portion as described above. Fix between the upper edges of the formwork.
Next, while sliding the engagement frame (31c), it is fixed with the butterfly bolt (34c) in accordance with the first horizontal position, and the engagement frame (31d) on the second hooking member (12B) is cornered. The second hooking member (12B) is hooked to the lower end (4) of the folded portion while being inserted through the rod (30b), and is fixed with the butterfly bolt (34d). Next, while the engagement frame (31b) is slid, it is fixed with the butterfly bolt (34b) in accordance with the second horizontal position, and the height of the anchor bolt is adjusted. Thereby, an anchor bolt can be hold | maintained in the required position in the T-shaped part and corner part of a formwork, and a use range spreads.

さらに図11に示すようなアンカーボルト保持部(15B)を前記アンカーボルト保持具(20A・B)に用いることにより、径の大きさが違うアンカーボルトでも保持することができるのでより実用性が高くなる。 Furthermore, by using the anchor bolt holding part (15B) as shown in FIG. 11 for the anchor bolt holding tool (20A / B), it is possible to hold even anchor bolts having different diameters, so that it is more practical. Become.

前記実施形態について説明したが、本発明の実施形態はこれに限られることはなく、種々の変更が可能である。
例えば、前記実施形態では基礎形状が直線部、T字部、コーナー部で設置した例を説明したが、十字部においては一対の第1架設部材(10A)を存在しない型枠部上端の代わりなるよう並列させた間に第1のアンカーボルト保持具(20A)を取り付けることもできる。
また本発明のアンカーボルト保持具は、アンカーボルトの自重や打設コンクリートの勢力などに対して強度が持てる素材であれば金属製に限られない。
さらに、型枠把持部に折り返し部が形成されていない木製の型枠に対しては、その外周に設けられた桟の外面下端に掛止できるように掛止部や掛止部材の大きさを変更すればよい。
Although the said embodiment was demonstrated, embodiment of this invention is not restricted to this, A various change is possible.
For example, in the above-described embodiment, an example in which the basic shape is installed with a straight portion, a T-shape portion, and a corner portion has been described. However, in the cross portion, the pair of first erection members (10A) is replaced with the upper end of the mold portion. The first anchor bolt holder (20A) can also be attached while being arranged in parallel.
The anchor bolt holder of the present invention is not limited to a metal as long as it is a material that has strength against the weight of the anchor bolt and the force of the cast concrete.
In addition, for wooden molds that do not have a folded part formed on the mold gripping part, the size of the latching part or the latching member is set so that it can be latched at the lower end of the outer surface of the crosspiece provided on the outer periphery. Change it.

本発明の実施形態によるアンカーボルト保持具の使用状態を示す斜視図The perspective view which shows the use condition of the anchor bolt holder by embodiment of this invention 本発明の実施形態によるアンカーボルト保持具の使用状態を示す側面図The side view which shows the use condition of the anchor bolt holder by embodiment of this invention 本発明の第1のアンカーボルト保持具を示す斜視図The perspective view which shows the 1st anchor bolt holder of this invention 本発明の第1のアンカーボルト保持具を示す平面図The top view which shows the 1st anchor bolt holder of this invention 本発明の第1のアンカーボルト保持具を示す底面図The bottom view which shows the 1st anchor bolt holder of this invention 本発明による型枠への固定状態を説明するための説明図Explanatory drawing for demonstrating the fixed state to the formwork by this invention 本発明の実施形態による第2のアンカーボルト保持具の使用状態を示す斜視図The perspective view which shows the use condition of the 2nd anchor bolt holder by embodiment of this invention 本発明によるアンカーボルト保持具と桟との位置関係を説明するための説明図Explanatory drawing for demonstrating the positional relationship of the anchor bolt holder and crosspiece by this invention 本発明の係合枠と筒状部材との配設関係を説明するための説明図Explanatory drawing for demonstrating arrangement | positioning relationship between the engagement frame of this invention, and a cylindrical member 本発明の実施形態によるアンカーボルト保持具の他の使用状態を示す側面図The side view which shows the other use condition of the anchor bolt holder by embodiment of this invention 本発明による他のアンカーボルト保持形態を示す斜視図The perspective view which shows the other anchor bolt holding | maintenance form by this invention 従来技術を示す側面図Side view showing conventional technology 従来技術を示す側面図Side view showing conventional technology

符号の説明Explanation of symbols

1 コンクリート成型板
2 型枠上端
3 折返し部
4 折り返し部下端
5 補強桟
6 アンカーボルト
7 打設コンクリート
8 打設コンクリート天端面
10A 第1架設部材
10B 第2架設部材
11 掛止部
12A 第1掛止部材
12B 第2掛止部材
13 補強部材
14 筒状部材
15(A、B) アンカーボルト保持部
16(A、B) 押圧部材
20A 第1のアンカーボルト保持具
20B 第2のアンカーボルト保持具
30(a、b) 角棒
31(a、b、c、d、e) 係合枠
32(a、b、c、d、e、f、g、h) 孔
33(a、b、c、d、e、f、g、h) ナット
34(a、b、c、d、e、f、g) 蝶ネジ
35(a、b) 鍔部

DESCRIPTION OF SYMBOLS 1 Concrete molding board 2 Form frame upper end 3 Folding part 4 Folding part lower end 5 Reinforcement bar 6 Anchor bolt 7 Casting concrete 8 Casting concrete top end surface 10A 1st erection member 10B 2nd erection member 11 Hanging part 12A 1st latching Member 12B Second hook member 13 Reinforcement member 14 Cylindrical member 15 (A, B) Anchor bolt holding portion 16 (A, B) Press member 20A First anchor bolt holder 20B Second anchor bolt holder 30 ( a, b) Square bar 31 (a, b, c, d, e) Engagement frame 32 (a, b, c, d, e, f, g, h) Hole 33 (a, b, c, d, e, f, g, h) Nut 34 (a, b, c, d, e, f, g) Thumbscrew 35 (a, b) Butt

Claims (5)

相対向に立設した型枠上端間に跨って固定されるアンカーボルト保持具であって、
前記型枠上端間に跨って載置される第1架設部材と、
前記第1架設部材の一端に形成された掛止部と、
前記第1架設部材の他端に摺動自在に係合される第1掛止部材と、
前記第1掛止部材を前記第1架設部材の所要位置で上方から押圧固定する固定手段と、
前記型枠上端間において前記第1架設部材に摺動自在に係合され、かつアンカーボルトを垂直に保持するアンカーボルト保持期機構と、を備え、
前記掛止部と前記第1掛止部材とを前記型枠間内方向へ挟圧させた時、前記型枠上端にて各々掛止され、前記固定手段によって前記型枠上端間に固定される第1のアンカーボルト保持具。
An anchor bolt holder that is fixed across the upper ends of the molds erected opposite to each other,
A first erection member placed across the upper end of the mold,
A latching portion formed at one end of the first erection member;
A first hook member slidably engaged with the other end of the first erection member;
Fixing means for pressing and fixing the first hooking member from above at a required position of the first erection member;
An anchor bolt holding period mechanism that is slidably engaged with the first erection member between the upper ends of the mold and holds the anchor bolt vertically;
When the latching portion and the first latching member are clamped inwardly between the molds, they are latched at the upper ends of the molds and fixed between the upper ends of the molds by the fixing means. First anchor bolt holder.
前記相対向に立設された前記型枠上端間が平面T字形状またはL字形状に立設されている型枠上端間に固定されるアンカーボルト保持具であって、
前記固定手段によって前記型枠上端間に固定される前記第1架設部材に略直交姿勢で摺動自在に係合される第2架設部材と、
前記第2架設部材の他端に摺動自在に係合される第2掛止部材と、
前記第2掛止部材を前記第2架設部材の所要位置で上方から押圧固定する固定手段と、
前記第2架設部材に摺動自在に係合され、かつアンカーボルトを垂直に保持するアンカーボルト保持機構と、を備え、
前記第2掛止部材を前記第1架設部材に向かって押圧した時、前記第1架設部材と略平行に位置する前記型枠上端にて掛止され、前記固定手段によって前記T字形状またはL字形状型枠上端間に固定される第2のアンカーボルト保持具。
An anchor bolt holder that is fixed between upper ends of the molds that are erected in a planar T shape or L shape between the upper ends of the molds that are erected opposite to each other,
A second erection member slidably engaged with the first erection member fixed between the upper ends of the formwork by the fixing means in a substantially orthogonal posture;
A second hooking member slidably engaged with the other end of the second erection member;
Fixing means for pressing and fixing the second hooking member from above at a required position of the second erection member;
An anchor bolt holding mechanism that is slidably engaged with the second erection member and holds the anchor bolt vertically;
When the second latching member is pressed toward the first erection member, it is latched at the upper end of the mold located substantially parallel to the first erection member, and the T-shape or L by the fixing means. The 2nd anchor bolt holder fixed between character-shaped formwork upper ends.
前記アンカーボルト保持機構であって、
前記架設部材の横断面外郭線とほぼ同一な横断面内郭線を有して摺動自在に係合される係合枠と、
前記係合枠を架設部材の所要位置で固定する固定手段と、
前記アンカーボルトを挿通した状態で垂直に保持するアンカーボルト保持部と、
前記アンカーボルト保持部にアンカーボルトを固定する固定手段と、を備え、
前記係合枠と前記アンカーボルト保持部とが、投影された前記係合枠の摺動方向と前記アンカーボルト保持部の軸方向が直交し、しかも前記アンカーボルト保持部の上縁が前記係合枠上端と同一な水平面より下側で補強部材を介してそれぞれ配設される請求項1または請求項2記載のアンカーボルト保持具。
The anchor bolt holding mechanism,
An engagement frame having a substantially same cross-sectional outline as the cross-sectional outline of the erection member and slidably engaged;
Fixing means for fixing the engagement frame at a required position of the erection member;
An anchor bolt holding portion that holds the anchor bolt vertically in a state of being inserted,
Fixing means for fixing the anchor bolt to the anchor bolt holding portion,
In the engagement frame and the anchor bolt holding portion, the projected sliding direction of the engagement frame and the axial direction of the anchor bolt holding portion are orthogonal, and the upper edge of the anchor bolt holding portion is the engagement. The anchor bolt holder according to claim 1 or 2, wherein the anchor bolt holder is disposed respectively via a reinforcing member below a horizontal plane that is the same as the upper end of the frame.
前記アンカーボルト保持部であって、
前記アンカーボルトが挿通可能な筒状部材からなり、かつ前記筒状部材の内径と前記筒状部材の上縁から下縁までの長さの比が1:3から1:6までの範囲で形成された請求項1、請求項2または請求項3記載のアンカーボルト保持具。
The anchor bolt holding part,
It is formed of a cylindrical member into which the anchor bolt can be inserted, and the ratio of the inner diameter of the cylindrical member and the length from the upper edge to the lower edge of the cylindrical member is in the range of 1: 3 to 1: 6. The anchor bolt holder according to claim 1, claim 2 or claim 3.
前記アンカーボルトの側面を挟む姿勢で前記補助部材に穿設された一対の押圧部材と、
前記押圧部材の側端に設けられた少なくとも対向する一対の鍔部と、
前記鍔部を締め付け固定する固定手段と、を備え、
前記鍔部の締め付け度合いにより、少なくともアンカーボルト側面の第1領域と前記第1領域に対向する第2領域に前記押圧部材が圧接される請求項1、請求項2または請求項3記載のアンカーボルト保持具。
A pair of pressing members drilled in the auxiliary member in a posture sandwiching the side surface of the anchor bolt;
A pair of at least facing flanges provided at the side ends of the pressing member;
Fixing means for tightening and fixing the collar portion,
4. The anchor bolt according to claim 1, wherein the pressing member is pressed against at least a first region on a side surface of the anchor bolt and a second region facing the first region according to a tightening degree of the flange portion. Retaining tool.
JP2005122582A 2004-04-21 2005-04-20 Anchor bolt holder Pending JP2005330797A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005122582A JP2005330797A (en) 2004-04-21 2005-04-20 Anchor bolt holder

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2004125032 2004-04-21
JP2005122582A JP2005330797A (en) 2004-04-21 2005-04-20 Anchor bolt holder

Publications (1)

Publication Number Publication Date
JP2005330797A true JP2005330797A (en) 2005-12-02

Family

ID=35485650

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005122582A Pending JP2005330797A (en) 2004-04-21 2005-04-20 Anchor bolt holder

Country Status (1)

Country Link
JP (1) JP2005330797A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7103984B2 (en) * 2004-02-26 2006-09-12 Kastberg David J Anchor bolt and setting template
JP2018087482A (en) * 2016-11-28 2018-06-07 ファン ウンシク Constructing method for substructure including crossbar
CN108755727A (en) * 2018-08-20 2018-11-06 新疆送变电有限公司 A kind of device for mounting foot bolt type built-in fitting

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7103984B2 (en) * 2004-02-26 2006-09-12 Kastberg David J Anchor bolt and setting template
JP2018087482A (en) * 2016-11-28 2018-06-07 ファン ウンシク Constructing method for substructure including crossbar
CN108755727A (en) * 2018-08-20 2018-11-06 新疆送变电有限公司 A kind of device for mounting foot bolt type built-in fitting

Similar Documents

Publication Publication Date Title
JP4732915B2 (en) Foundation construction method and device, and anchor bolt support device for construction
JP4160581B2 (en) Anchor bolt position retaining bracket and position fixing structure, and steel column construction method using the same
JP2005330797A (en) Anchor bolt holder
JP6491386B1 (en) Slab opening form and forming method of slab opening using the same
KR100763886B1 (en) An Apparatus for Fixing Curtain Wall
JP2010019055A (en) Clamping mechanism
JP6768760B2 (en) Anchor frame
US20190010715A1 (en) Formwork apparatus for forming a building support
JP2010095971A (en) Mounting implement for sheet pile fall prevention fence
KR200414639Y1 (en) Slab sheeting support for bridge
JP2008240243A (en) Mounting method for spandrel wall made of precast concrete
JP2010216196A (en) Anchor bolt installation method for continuous footing, and anchor bolt-tool set
KR200418142Y1 (en) An Apparatus for Fixing Curtain Wall
JP3779907B2 (en) Precast foundation installation jig and installation method
JPH093912A (en) Plate anchor construction method
JP7388654B2 (en) Position adjustment hardware, its manufacturing method, standing block structure using the same, and its construction method
JP2002356853A (en) Anchor bolt location setting jig
JP3219811U (en) Slope installation aid
JP3640455B2 (en) Anchor bolt temporary holder
JP4050687B2 (en) Pillar fixing device in wooden buildings
JP2548953Y2 (en) Connection holding bracket
JPH11311022A (en) Form locking tool and form building-up method
KR200436525Y1 (en) A supporting post for a floor structure
JP2000038727A (en) Foundation concrete and execution therefor
JPS6231553Y2 (en)