JPH0626677Y2 - Anchor bolt embedding type - Google Patents
Anchor bolt embedding typeInfo
- Publication number
- JPH0626677Y2 JPH0626677Y2 JP1987167602U JP16760287U JPH0626677Y2 JP H0626677 Y2 JPH0626677 Y2 JP H0626677Y2 JP 1987167602 U JP1987167602 U JP 1987167602U JP 16760287 U JP16760287 U JP 16760287U JP H0626677 Y2 JPH0626677 Y2 JP H0626677Y2
- Authority
- JP
- Japan
- Prior art keywords
- concave surface
- anchor bolt
- mold
- hole
- mold body
- 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.)
- Expired - Lifetime
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】 産業上の利用分野 本考案は、鋼板製型枠を用いて家屋用コンクリート基礎
体を形成する際に、そのコンクリート基礎体の側壁部に
各種金物取付用のアンカーボルトを埋込むために用いる
アンカーボルト埋込用型に関するものである。[Detailed Description of the Invention] Industrial field of application The present invention, when forming a concrete foundation for a house using a steel plate formwork, has anchor bolts for mounting various hardware on the side wall of the concrete foundation. The present invention relates to an anchor bolt embedding mold used for embedding.
従来の技術 従来、家屋用コンクリート基礎体へのアンカーボルトの
埋込みは、鋼板製型枠に孔を形成し、その孔を利用して
アンカーボルトあるいはインサートを側壁面外部から埋
込み、固定を行なっていた。そのほかコンクリート基礎
体の完工後に、そのコンクリート基礎体の壁面に穿孔し
たうえ、各種アンカーボルト類あるいはインサート類を
設置していた。BACKGROUND ART Conventionally, when embedding anchor bolts into a concrete foundation for a house, holes were formed in a steel plate formwork, and anchor bolts or inserts were embedded from the outside of the side wall surface using the holes to fix the anchor bolts or inserts. . In addition, after completion of the concrete foundation, holes were drilled on the wall of the concrete foundation and various anchor bolts or inserts were installed.
考案が解決しようとする問題点 上記のような従来のコンクリート基礎体へのアンカーボ
ルトの埋込手段において、鋼板製型枠への孔の設置で
は、孔明け作業のほかに再使用するまでに補修および養
生が必要であった。また完工後のコンクリート基礎体の
側壁面への穿孔には諸道具、機械類を要し、かつ手間と
時間と熟練を要し、しかも横穴に対する荷重方向が垂直
であるため不安定な状態が発生していた。Problems to be solved by the invention In the conventional anchor bolt embedding means for concrete foundations as described above, when installing holes in the steel plate formwork, repairing is required before drilling work and reuse. And a cure was needed. In addition, drilling into the side wall of the concrete foundation after completion requires tools, machinery, labor, time, and skill, and an unstable state occurs because the load direction to the horizontal hole is vertical. Was.
本考案は上記のような問題点を解決するもので、鋼板製
型枠を用いてコンクリート基礎体を形成する際に、同時
に、極めて容易にかつ確実にアンカーボルトを埋込むこ
とができるアンカーボルト埋込用型を提供することを目
的とするものである。The present invention solves the above problems, and when forming a concrete foundation using a steel plate form, at the same time, it is possible to embed anchor bolts very easily and surely. The purpose is to provide a built-in mold.
問題点を解決するための手段 上記の問題点を解決するために本考案のアンカーボルト
埋込用型は、多辺形の皿状の凹面と、その一辺側を凹面
側へほぼ直角に折曲げて形成した係止片とを有し、かつ
前記凹面に所定間隔をおいて2個のアンカーボルト挿通
用の貫通孔を穿設するとともに、2個の前記貫通孔の間
に前記凹面の反対面側へ突出した少なくとも1個の突起
を配設した型本体に、独立して自在に可動する複数のマ
グネット片からなるマグネットを前記凹面において装着
し、前記突起に嵌合する嵌合孔を有し、アンカーボルト
を長手方向の所定間隔の2箇所で支持する支持部材を介
して、アンカーボルトを凹面の反対側から前記貫通孔へ
挿通し、凹面側から締付ナットで螺着したことを特徴と
するものである。Means for Solving the Problems In order to solve the above problems, the anchor bolt embedding mold of the present invention is a polygonal dish-shaped concave surface, and one side thereof is bent at a right angle to the concave surface side. And an engaging piece formed by forming a through hole for inserting two anchor bolts at a predetermined interval in the concave surface, and the opposite surface of the concave surface between the two through holes. A mold body having at least one protrusion protruding toward the side is provided with a fitting hole into which a magnet composed of a plurality of independently movable magnet pieces is mounted on the concave surface and which is fitted to the protrusion. The anchor bolt is inserted into the through hole from the opposite side of the concave surface through a support member that supports the anchor bolt at two positions at predetermined intervals in the longitudinal direction, and is screwed from the concave surface side with a tightening nut. To do.
作用 上記の構成において、型本体の凹面の反対面側に設けた
突起に嵌合孔を嵌合して位置決めした支持部材により、
アンカーボルトを長手方向の所定間隔の2箇所で支持し
て、型本体の貫通孔に確実に垂直方向に所定長さの先端
が凹面側へ突出するように挿通して取付けることがで
き、コンクリート基礎体を打設する際、型枠の上端面に
係止片を係止して凹面を型枠側に向けて取付けるととも
に、マグネットの各マグネット片がそれぞれ独立して自
在に動くことにより、取付対象の鋼板製の型枠に多少の
凹凸があっても型本体を確実に磁着することができ、コ
ンクリートを打設,養生後型枠を除去し、次にナットを
脱着した後型本体をコンクリートから剥ぐと同時にアン
カーボルトから抜き去ることにより、コンクリート基礎
体の側壁部に型本体の皿状の凹面に対応する凹部を形成
するとともに、その凹部に2本のアンカーボルトを前記
支持部材と一体化して側壁部に対して確実に、垂直に埋
込むことができ、しかも繰返し使用できる。Action In the above configuration, by the support member that is positioned by fitting the fitting hole to the protrusion provided on the opposite surface side of the concave surface of the mold body,
Anchor bolts can be supported at two locations at predetermined intervals in the longitudinal direction, and can be installed by inserting them through the through holes of the mold body in a vertical direction so that the tips of the specified length project to the concave side. When placing a body, attach the locking piece to the upper end surface of the formwork and attach it with the concave surface facing the formwork side, and each magnet piece of the magnet can move independently Even if there is some unevenness in the steel plate mold of, the mold body can be reliably magnetically adhered, concrete is cast, the mold frame is removed after curing, and then the nut is removed, and then the mold body is concreted. At the same time as peeling from the anchor bolt, it is removed from the anchor bolt to form a concave portion on the side wall of the concrete base body corresponding to the dish-shaped concave surface of the mold body, and the two anchor bolts are integrated with the supporting member in the concave portion. Securely to the sidewall portion, it can be embedded vertically, moreover can be used repeatedly.
実施例 本考案の実施例を図面に基づいて説明する。Embodiment An embodiment of the present invention will be described with reference to the drawings.
第1図〜第5図において、型本体1は、鋼板製で長方形
の皿状の凹面2と、その一辺1a側に凹面2側へ直角に
折り曲げて一体的に形成した係止片3とを有している。
前記凹面2には、前記係止片3を形成した一辺1aを上
として、それに対向する下側の辺1bの近傍に、前記辺
1bに平行に所定間隔を隔てて2個のアンカーボルト挿
通用の貫通孔4を穿設して、その貫通孔4の開口端を凹
面2側へ折り曲げて突出片4aを形成し、かつ2個の前
記貫通孔4の間の前記貫通孔4の中心線上に2個の位置
決め用の突起5を凹面2の反対面側へ突出させて形成す
るとともに、前記貫通孔4の上部の凹面2のほぼ中央付
近にマグネット6を取付けている。前記マグネット6
は、ケース6aに複数個(本実施例3個)のマグネット
片6bを、下方から上方へばねにより付勢して収納してお
り、型本体1のコンクリート形成用の鋼板製型枠への取
付けを容易にしている。前記型本体1には、前記貫通孔
4に凹面2の反対面側から支持部材7を介してアンカー
ボルト8を挿通し、凹面2側から締付ナット9で螺着し
ている。前記支持部材7は、帯状の鋼板を折り曲げて形
成しており、すなわち型本体1の凹面2の反対側面の横
幅とほぼ同じ長さの中央辺7aと、その中央辺7aの両側を
直角にコ字状に折り曲げて所定長さの側辺7bを形成し、
さらにその先端を内側に直角に折り返して折返片7cを形
成するとともに、前記中央辺7aに前記型本体1の両貫通
孔4,4に対応する箇所にボルト孔7A,7Aと前記突起5
に嵌合する嵌合孔7B,7Bとを設け、かつ前記両折返片7c
に前記ボルト孔7A,7Aと対応する箇所にボルト孔7C,7Cを
設けている。この支持部材7に対して2本のアンカーボ
ルト8をそれぞれ前記ボルト孔7Cおよび7Aに挿通すれ
ば、側辺7bの長さに相当する間隔をおいてアンカーボル
ト8はボルト孔7C,7Aの2箇所で中央辺7aに対し垂直に
支持されることになり、かつこの支持部材7を前記型本
体1の凹面2の反対面側に、中央辺7aの嵌合孔7Bが型本
体1の突起5に嵌合するように重ねるとともに、前記ア
ンカーボルト8を貫通孔4に挿通して凹面2側から締付
ナット9で締付けることにより、アンカーボルト8は支
持部材7とともに型本体1に対し確実に垂直に取付けら
れる。1 to 5, the mold body 1 includes a rectangular dish-shaped concave surface 2 made of a steel plate, and a locking piece 3 integrally formed by bending one side 1a thereof to the concave surface 2 side at a right angle. Have
For inserting the two anchor bolts in the concave surface 2 with one side 1a on which the locking piece 3 is formed as an upper side and in the vicinity of a lower side 1b facing the side, parallel to the side 1b at a predetermined interval. A through hole 4 is formed, the open end of the through hole 4 is bent toward the concave surface 2 side to form a protruding piece 4a, and the projecting piece 4a is formed on the center line of the through hole 4 between the two through holes 4. Two positioning projections 5 are formed so as to project to the side opposite to the concave surface 2, and a magnet 6 is attached near the center of the concave surface 2 above the through hole 4. The magnet 6
Stores a plurality of (three in this embodiment) magnet pieces 6b in a case 6a by urging them from above with springs, and attaches the mold body 1 to a steel plate mold for concrete formation. Makes it easy. An anchor bolt 8 is inserted into the mold body 1 from the side opposite to the concave surface 2 through the support member 7 in the through hole 4, and is screwed with a tightening nut 9 from the concave surface 2 side. The support member 7 is formed by bending a strip-shaped steel plate, that is, a center side 7a having a length substantially the same as the lateral width of the side opposite to the concave surface 2 of the mold body 1, and a right and left sides of the center side 7a. Bend in a letter shape to form a side 7b of a predetermined length,
Further, the tip thereof is bent back inward at a right angle to form a folded piece 7c, and bolt holes 7A, 7A and the protrusion 5 are formed on the central side 7a at positions corresponding to both through holes 4, 4 of the mold body 1.
The fitting holes 7B and 7B for fitting to the
Further, bolt holes 7C, 7C are provided at locations corresponding to the bolt holes 7A, 7A. If two anchor bolts 8 are inserted into the bolt holes 7C and 7A with respect to the support member 7, the anchor bolts 8 are separated from the bolt holes 7C and 7A at intervals corresponding to the length of the side 7b. It is to be supported perpendicularly to the central side 7a at a location, and this support member 7 is provided on the opposite side of the concave surface 2 of the mold body 1, and the fitting hole 7B of the central side 7a is provided with the projection 5 of the mold body 1. And the anchor bolt 8 is inserted into the through hole 4 and tightened with the tightening nut 9 from the concave surface 2 side, so that the anchor bolt 8 together with the supporting member 7 is perpendicular to the mold body 1. Mounted on.
上記のアンカーボルト埋込用型を使用してコンクリート
基礎体の側壁部にアンカーボルトを埋込む場合の操作に
ついて説明する。すなわち第6図に示すように、型本体
1に支持部材7を介して2本のアンカーボルト8を取付
けたアンカーボルト埋込用型を、所定の枠組で組立てた
鋼板製の型枠10の所定箇所に、上端面10aに係止片3を
係止して凹面2側を鋼板製の型枠10の側面10bに密接さ
せることにより凹面2のマグネット6で移動を防止して
確実に止着する。次いでコンクリート打設を行なう。コ
ンクリート流し込みの際に、アンカーボルト埋込用枠は
浮力と流れの圧力を受けるが、マグネット6の3個のマ
グネット片6bがそれぞれ独立してばねで付勢されている
ので、独立して自在に動いて型枠10の側面10bの多少の
凹凸や上記の力に柔軟に対応し、係止片3や凹面2の側
端2aの作用とも相まって移動することはない。さらに確
実に移動を防止するために、係止片3と鋼板製の型枠10
の上端面10aとをボルトなどで固着してもよい。コンク
リート打設後養生し、次に型枠10の解体を行なう。その
場合アンカーボルト埋込用型は基礎体11に密着した状態
であるので、型枠10は容易に除去できる。しかる後、締
付ナット9をゆるめて取除き、型本体1を基礎体11から
剥離し、アンカーボルト8から取りはずせば、基礎体11
の側壁部に所定長さ部分を支持部材7と共に一体化した
状態で埋込まれたアンカーボルト8の先端が、側壁部に
形成した型本体1の凹面2に対応する凹部から垂直に突
出した状態となる。上記の型本体1の取りはずしの際
は、締付ナット9は型本体1の貫通孔4の突出片4aに接
して締付けているので、ゆるめやすく、また型本体1の
凹面2の反対面側の端辺部の折れ曲り部分は自然にゆる
やかにカーブしているので基礎体11との剥離も容易に行
なうことができる。剥離した型本体1は繰返し再使用で
きる。An operation for embedding the anchor bolt in the side wall portion of the concrete foundation using the anchor bolt embedding mold will be described. That is, as shown in FIG. 6, an anchor bolt embedding die, in which two anchor bolts 8 are attached to a die body 1 via a support member 7, is assembled in a predetermined frame to form a steel plate die 10 having a predetermined shape. At the location, the locking piece 3 is locked to the upper end surface 10a and the concave surface 2 side is brought into close contact with the side surface 10b of the steel plate mold 10 to prevent movement by the magnet 6 of the concave surface 2 and securely fasten. . Next, concrete is poured. At the time of pouring concrete, the anchor bolt embedding frame receives buoyancy and flow pressure, but since the three magnet pieces 6b of the magnet 6 are independently biased by springs, they can be operated independently. It moves and flexibly responds to some unevenness of the side surface 10b of the mold 10 and the above-mentioned force, and does not move together with the action of the locking piece 3 and the side end 2a of the concave surface 2. In order to prevent the movement more reliably, the locking piece 3 and the steel plate mold 10
The upper end surface 10a may be fixed with a bolt or the like. After pouring concrete, it is cured, and then the formwork 10 is disassembled. In that case, since the anchor bolt embedding mold is in close contact with the base body 11, the mold frame 10 can be easily removed. After that, the tightening nut 9 is loosened and removed, the mold body 1 is peeled from the base body 11, and the anchor bolt 8 is removed.
A state in which the tip of the anchor bolt 8 embedded in the side wall of the side wall part in a state where the predetermined length part is integrated with the support member 7 vertically protrudes from the concave portion corresponding to the concave surface 2 of the mold body 1 formed in the side wall part. Becomes When the mold body 1 is removed, the tightening nut 9 is tightened by contacting the protruding piece 4a of the through hole 4 of the mold body 1, so that the mold nut 1 can be easily loosened, and the side of the mold body 1 opposite to the concave surface 2 can be easily removed. Since the bent portion of the end portion naturally curves gently, it can be easily peeled off from the base body 11. The peeled mold body 1 can be reused repeatedly.
なお上記実施例では、係止片3は凹面2の一辺1aに接し
て形成しているが、基礎体11の側壁部に形成する凹部の
位置や大きさなどに応じて、係止片3と凹面2との間に
平板部を設けてもよく、また第1図および第2図に2点
鎖線Lで示すように、凹面2の上部を傾斜面に形成して
もよい。また突起5およびそれに嵌合する嵌合孔7Bは1
個でもあるいは3個以上でもよく、さらに支持部材7は
1個で左右2本のアンカーボルト8を支持し得るように
形成したが、中央辺7aの2個の嵌合孔7B,7Bの間で切断
した形で、それぞれ1本のアンカーボルト8を支持し得
るようにしたものを、左右組合せて用いてもよい。また
本考案のアンカーボルト埋込用型を型枠部10に取付ける
際、鋼板製型枠用油を塗布すれば、さらに型本体の基礎
体からの剥離が容易となり、型本体の再使用性が向上す
る。Although the locking piece 3 is formed in contact with one side 1a of the concave surface 2 in the above embodiment, the locking piece 3 may be formed depending on the position and size of the recess formed in the side wall of the base body 11. A flat plate portion may be provided between the concave surface 2 and the concave surface 2, and an upper portion of the concave surface 2 may be formed as an inclined surface as shown by a two-dot chain line L in FIGS. 1 and 2. Also, the protrusion 5 and the fitting hole 7B that fits into it are 1
The number of the supporting members 7 may be one or three or more, and the supporting member 7 is formed so as to be able to support the two anchor bolts 8 on the left and right, but between the two fitting holes 7B, 7B on the central side 7a. It is also possible to use, in a cut form, a combination of left and right anchor bolts 8 capable of supporting one anchor bolt 8. Further, when mounting the anchor bolt embedding mold of the present invention on the mold part 10, if steel plate mold oil is applied, the mold body can be more easily peeled from the base body, and the mold body can be reused more easily. improves.
考案の効果 以上のように本考案のアンカーボルト埋込用型は、コン
クリート基礎体の側壁面にアンカーボルトを垂直に、極
めて容易に、かつ確実に基礎体打設と同時に埋込むこと
ができ、従来のような鋼板製型枠への孔の形成やアンカ
ーボルトの埋込み、あるいは基礎体完工後の穿孔および
アンカーボルトの埋込みなどの煩雑な作業や複雑な装置
などが不要となり、作業能率は著しく向上して省力化さ
れるとともに、アンカーボルト埋込み部の仕上りも極め
て良好である。Effect of the Invention As described above, the anchor bolt embedding mold of the present invention enables the anchor bolt to be vertically and extremely easily and surely embedded in the side wall of the concrete foundation at the same time when the foundation is struck. No need for complicated work such as forming holes in the steel plate form or embedding anchor bolts, or drilling holes after the completion of foundation work and embedding anchor bolts, and complicated equipment, which significantly improves work efficiency. As a result, labor is saved and the finish of the anchor bolt embedding part is extremely good.
第1図は本考案の一実施例のアンカーボルト埋込用型の
要部の斜視図、第2図は同アンカーボルト埋込用型の分
解斜視図、第3図は同アンカーボルト埋込用型の要部の
正面図、第4図は同アンカーボルト埋込用型の側面図、
第5図は同アンカーボルト埋込用型の平面図、第6図は
同アンカーボルト埋込用型の使用状態を示す断面図であ
る。 1……型本体、2……凹面、3……係止片、4……貫通
孔、5……突起、7……支持部材、7A,7C……ボルト
孔、7B……嵌合孔、8……アンカーボルト、9……締付
ボルト。FIG. 1 is a perspective view of a main part of an anchor bolt embedding die according to an embodiment of the present invention, FIG. 2 is an exploded perspective view of the anchor bolt embedding die, and FIG. 3 is the anchor bolt embedding die. The front view of the main part of the mold, FIG. 4 is a side view of the same anchor bolt embedding mold,
FIG. 5 is a plan view of the anchor bolt embedding mold, and FIG. 6 is a cross-sectional view showing a use state of the anchor bolt embedding mold. 1 ... Mold body, 2 ... Concave surface, 3 ... Locking piece, 4 ... Through hole, 5 ... Projection, 7 ... Support member, 7A, 7C ... Bolt hole, 7B ... Fitting hole, 8 ... Anchor bolt, 9 ... Tightening bolt.
Claims (1)
側へほぼ直角に折曲げて形成した係止片とを有し、かつ
前記凹面に所定間隔をおいて2個のアンカーボルト挿通
用の貫通孔を穿設するとともに、2個の前記貫通孔の間
に前記凹面の反対面側へ突出した少なくとも1個の突起
を配設した型本体に、独立して自在に可動する複数のマ
グネット片からなるマグネットを前記凹面において装着
し、前記突起に嵌合する嵌合孔を有し、アンカーボルト
を長手方向の所定間隔の2箇所で支持する支持部材を介
して、アンカーボルトを凹面の反対側から前記貫通孔へ
挿通し、凹面側から締付ナットで螺着したことを特徴と
するアンカーボルト埋込用型。1. A multi-sided dish-shaped concave surface, and a locking piece formed by bending one side of the concave surface toward the concave side substantially at a right angle, and two concave surfaces are provided at a predetermined interval on the concave surface. A through hole for inserting the anchor bolt is drilled, and at least one protrusion protruding toward the opposite side of the concave surface is provided between the two through holes, and the mold body is independently movable. A magnet including a plurality of magnet pieces is mounted on the concave surface, has a fitting hole that fits into the protrusion, and supports the anchor bolt at two positions at predetermined intervals in the longitudinal direction through an anchor bolt. Is inserted into the through hole from the side opposite to the concave surface, and is screwed from the concave surface side with a tightening nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987167602U JPH0626677Y2 (en) | 1987-10-30 | 1987-10-30 | Anchor bolt embedding type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987167602U JPH0626677Y2 (en) | 1987-10-30 | 1987-10-30 | Anchor bolt embedding type |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0170945U JPH0170945U (en) | 1989-05-11 |
| JPH0626677Y2 true JPH0626677Y2 (en) | 1994-07-20 |
Family
ID=31456044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1987167602U Expired - Lifetime JPH0626677Y2 (en) | 1987-10-30 | 1987-10-30 | Anchor bolt embedding type |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0626677Y2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60120139U (en) * | 1984-01-23 | 1985-08-14 | 積水ハウス株式会社 | Box for bolt embedding |
| JPH0234352Y2 (en) * | 1985-12-17 | 1990-09-14 |
-
1987
- 1987-10-30 JP JP1987167602U patent/JPH0626677Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0170945U (en) | 1989-05-11 |
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