JPH02210118A - Embedding fixture for anchor bolt - Google Patents
Embedding fixture for anchor boltInfo
- Publication number
- JPH02210118A JPH02210118A JP3080589A JP3080589A JPH02210118A JP H02210118 A JPH02210118 A JP H02210118A JP 3080589 A JP3080589 A JP 3080589A JP 3080589 A JP3080589 A JP 3080589A JP H02210118 A JPH02210118 A JP H02210118A
- Authority
- JP
- Japan
- Prior art keywords
- anchor bolt
- concrete
- cylindrical
- flange
- fitted
- 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
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 5
- 239000000057 synthetic resin Substances 0.000 claims abstract description 5
- 238000005260 corrosion Methods 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Foundations (AREA)
- Bolts, Nuts, And Washers (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は構造部材や機械などをコンクリート面に固定す
るためのアンカボルトをコンクリートに埋込み固定する
埋込み固定具に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an embedding fixture for embedding and fixing anchor bolts in concrete for fixing structural members, machines, etc. to concrete surfaces.
(従来の技術)
コンクリートに埋込み固定されて構造部材や機械などを
コンクリート面に固定させるアンカボルトをコンクリー
トに保持させる手段の一つに、ナツト状のインサートを
コンクリート内に設置してそこへアンカボルトを螺合す
ることが広く知られている(例えば特公昭34−120
3号、同35−10902号、同48−19822号、
実公昭37−2114号各公報参照)。これらのインサ
ートはコンクリートの所定−所に形成した取付孔に歳入
するか、または予め所定個所に配置してコンクリートを
打設することによってコンクリート内に設置され、その
雌ねじに螺合したアンカボルトに引抜き強度を与えるも
のである。(Prior art) One method of retaining anchor bolts in concrete, which are embedded in concrete and used to fix structural members, machinery, etc., to the concrete surface is to install nut-shaped inserts in concrete and insert the anchor bolts into the concrete. It is widely known that screwing
No. 3, No. 35-10902, No. 48-19822,
(Refer to Utility Model Publication No. 37-2114). These inserts are installed into the concrete by inserting them into mounting holes formed at predetermined locations in the concrete, or by placing the inserts at predetermined locations and pouring concrete, and are then pulled out by anchor bolts that are threaded into the female threads of the concrete. It gives strength.
しかしながら、前記従来のインサートは一般に端面をコ
ンクリートの表面に露出させて配置されるものであり、
また取付孔に深く嵌入させて配置した場合でもその外側
局面とコンクリートとの噛合い力や摩擦力で引抜き強度
を発生させているだけであるため、充分に信頼すること
ができない。更に、インサートがコンクリートに深く埋
込まれている場合はアンカボルトが腐食を受けやすく、
また使用場所などに応じて適正深さ位置にインサートを
設置するのが困難である、という内題もある。However, the conventional inserts are generally placed with their end faces exposed on the concrete surface,
Furthermore, even if the material is deeply inserted into the mounting hole, the pull-out strength is only generated by the meshing force and frictional force between the outer surface of the material and the concrete, so it is not reliable enough. Additionally, anchor bolts are susceptible to corrosion if the insert is deeply embedded in the concrete.
Another problem is that it is difficult to install the insert at an appropriate depth depending on the location of use.
(発明が解決しようとする課題)
本発明は、従来のインサートが引抜き強度に対して信頼
性に乏しいという前記技術的課題を解決し、更にアンカ
ボルトが腐食を受ける心配や適正深さコンクリートに差
込まれにくいという前記技術的課題も併せて解決するこ
とを計ったものである。(Problems to be Solved by the Invention) The present invention solves the above-mentioned technical problem that conventional inserts have poor reliability in terms of pull-out strength, and also eliminates concerns about anchor bolts being corroded and the difference in concrete depth. This is also intended to solve the aforementioned technical problem of being difficult to penetrate.
(課題を解決するための手段)
本発明は、アンカボルトを貫通させる筒体の一端に外側
方へ拡がるフランジを設けた筒部材と、前記フランジの
外側周縁を嵌込み結合する第一筒部および前記アンカボ
ルトを螺合するナツトを回転不可に嵌込んだ第二筒部を
有する底部材とを具えた構成としたことを以って前記技
術的課題を解決するための第一の手段とした。(Means for Solving the Problems) The present invention provides a cylindrical member having a flange extending outwardly at one end of a cylindrical body through which an anchor bolt is passed, a first cylindrical portion into which the outer periphery of the flange is fitted and coupled; The first means for solving the above technical problem is that the bottom member has a second cylindrical part into which a nut into which the anchor bolt is screwed is fitted in a non-rotatable manner. .
また本発明は、前記第一の手段に加えて筒部材のフラン
ジと反対端において筒体に装着されるふた部材を具えた
構成としたことを以って前記技術的課題を解決するため
の第二の手段とした。In addition to the first means, the present invention provides a first means for solving the technical problem by including a lid member attached to the cylinder at the end opposite to the flange of the cylinder member. I used the second method.
尚、前記二つの手段において、筒部材および底部材は合
成樹脂で作ること、および7ンカボルトの長さに応じて
長さの異なる複数種の筒部材を準備しておくことが好ま
しい。In the above two means, it is preferable that the cylindrical member and the bottom member be made of synthetic resin, and that a plurality of types of cylindrical members having different lengths are prepared depending on the length of the bolt.
(作 用)
第二筒部にナツトを嵌込んでフランジを第一筒部に嵌込
み結合することにより底部材と筒部材とを結合するとと
もにナツトを内蔵させる。(Function) By fitting a nut into the second cylindrical portion and fitting and coupling the flange into the first cylindrical portion, the bottom member and the cylindrical member are coupled, and the nut is incorporated.
次に、筒部材の開放端面をコンクリート面に露出させて
コンクリートに埋込みIIし、アンカボルトを差込んで
ナツトに螺合させ、このアンカボルトに構造部材、機械
などを固定する。アンカボルトに引抜き力が働くと、ナ
ツトがフランジに衝りコンクリートがフランジを押えて
いることによって大きな引抜き強度をアンカボルトに与
える。Next, the open end surface of the cylindrical member is exposed to the concrete surface and embedded in the concrete II, an anchor bolt is inserted and screwed into a nut, and a structural member, a machine, etc. is fixed to this anchor bolt. When a pullout force is applied to the anchor bolt, the nut hits the flange and the concrete presses the flange, giving the anchor bolt a large pullout strength.
(実 施 例)
図面を参照して本発明の詳細な説明すると、第1.2.
3図に示される筒部材1、底部材11、二種類のふた部
材21.25によって埋込み固定具が構成されている。(Example) The present invention will be described in detail with reference to the drawings in Section 1.2.
An embedded fixture is constituted by the cylinder member 1, the bottom member 11, and two types of lid members 21 and 25 shown in FIG.
筒部材1は両端を開放した円筒状の筒体2の一端にその
中心軸線と直角に外側方へ拡がるフランジ3を一体成形
し、フランジ3の円形の外側周縁に突条4を全周に亘っ
て設けた構成であって、フランジ3に前記中心軸線と平
行なピン突起5が突設されている。また、この筒部材1
はアンカボルトの長さに応じて良さの異なる複数種を準
備しておく。The cylindrical member 1 has a flange 3 integrally molded on one end of a cylindrical body 2 with both ends open and expanding outward at a right angle to the central axis thereof, and a protrusion 4 is provided on the circular outer periphery of the flange 3 over the entire circumference. The flange 3 has a protruding pin protrusion 5 parallel to the central axis. Moreover, this cylindrical member 1
Prepare multiple types with different quality depending on the length of the anchor bolt.
底部材11は突条4を嵌込み係合する環状の凹溝12を
内側周面に有する短円筒形の第一筒部13と、端面正六
角形の凹部14を有する第二筒部15と、端面円形の挿
入孔16を有する第三筒部17とを順に同心に一体成形
するとともに、第三筒部17を囲み且つその底面より下
方へ突出した三本の脚片18を円周方向等間隔で設けた
構成である。The bottom member 11 includes a short cylindrical first cylindrical portion 13 having an annular groove 12 on its inner peripheral surface into which the protrusion 4 is fitted and engaged, and a second cylindrical portion 15 having a regular hexagonal recess 14 at the end surface. A third cylindrical part 17 having a circular insertion hole 16 on the end face is integrally molded concentrically with the third cylindrical part 17 in order, and three leg pieces 18 surrounding the third cylindrical part 17 and protruding downward from its bottom surface are equally spaced in the circumferential direction. This is the configuration set up.
ふた部材21は筒部材1のフランジ3と反対端において
筒体2に密に嵌込まれる柱部22と、筒体2の外径と等
しい直径の円板状のふた板部23と、ふた板部23の中
心に突設した細杆状の可撓性ある摘み片24とからなる
構成である。また、もう一つのふた部材25は筒体2に
密に嵌込まれる柱部26と、筒体2の外径とほぼ等しい
直径の円板状のふた板部27と、ねじ杆部28およびナ
ツト29とからなる構成である。The lid member 21 includes a pillar portion 22 that is tightly fitted into the cylinder body 2 at the end opposite to the flange 3 of the cylinder member 1, a disc-shaped lid plate portion 23 having a diameter equal to the outer diameter of the cylinder body 2, and a lid plate. It has a structure consisting of a thin rod-shaped flexible knob piece 24 protruding from the center of the part 23. The other lid member 25 includes a pillar portion 26 that is tightly fitted into the cylinder body 2, a disc-shaped lid plate portion 27 having a diameter approximately equal to the outer diameter of the cylinder body 2, a screw rod portion 28, and a nut. The configuration consists of 29.
尚、前記の筒部材1、底部材11および一方のふた部材
21は合成樹脂で作られ、もう一方のふた部材25は金
属で作られている。The cylindrical member 1, the bottom member 11, and one lid member 21 are made of synthetic resin, and the other lid member 25 is made of metal.
第4図は前記実施例の構成に係る埋込み固定具がコンク
リート31に埋込み設置されアンカボルト32を保持し
て構造部材33を固定させている状態を示している。即
ち、突条4が凹溝12に係合してフランジ3が第一筒部
13の開口端を塞いだ状態で筒部材1と底部材11とが
結合され、筒体2の端面がコンクリート面31aと同一
面で露出してコンクリート31に埋込み設置されている
。FIG. 4 shows a state in which the embedded fixture according to the configuration of the above embodiment is embedded in concrete 31, holds anchor bolts 32, and fixes a structural member 33. That is, the cylindrical member 1 and the bottom member 11 are combined with the protrusion 4 engaged with the groove 12 and the flange 3 closing the open end of the first cylindrical portion 13, so that the end surface of the cylindrical body 2 is placed on the concrete surface. It is embedded in the concrete 31 and exposed on the same surface as 31a.
そして、底部材11の第二釣部15に回転不可に嵌込ま
れた六角形のナツト34にアンカボルト32が螺合し、
このアンカボルト32は筒部材1を貫通して突出端に取
付けた座金36と押えナツト31とによって構造部材3
3をコンクリート面31aに固定している。Then, the anchor bolt 32 is screwed into a hexagonal nut 34 that is non-rotatably fitted into the second fishing part 15 of the bottom member 11.
This anchor bolt 32 penetrates the cylindrical member 1 and is attached to the structural member 3 by a washer 36 and a retainer nut 31 attached to the protruding end.
3 is fixed to a concrete surface 31a.
アンカボルト35に引抜き力が働いたとき、ナツト34
が第一筒部13に嵌込まれている座金35を挟んでフラ
ンジ3に衝るが、フランジ3の反対面にはコンクリート
31が接しているためこれが引抜き強度をアンカボルト
32に与え、筒部材1が底部材11から分離してアンカ
ボルト32と一緒に抜出し、成るいは全体が抜出すとい
うトラブルを生じさせない。When a pulling force is applied to the anchor bolt 35, the nut 34
hits the flange 3 across the washer 35 fitted into the first cylindrical part 13, but since the concrete 31 is in contact with the opposite side of the flange 3, this provides pull-out strength to the anchor bolt 32, and the cylindrical member 1 is separated from the bottom member 11 and pulled out together with the anchor bolt 32, or the problem that the entire anchor bolt 32 is pulled out does not occur.
ここで、埋込み固定具が引張りを受けたときの支持耐力
は筒部材1、底部材11の外側周面とコンクリート31
との付着破壊耐力に加えて、第4図破線38で示すコー
ン破壊耐力によって与えられ、筒部材1を長くし或いは
フランジ3を大径とすることによって大きな引抜き強度
を与えることができる。Here, the supporting strength when the embedded fixture is under tension is the outer peripheral surface of the cylinder member 1, the bottom member 11 and the concrete 31.
In addition to the adhesion fracture strength, the cone fracture strength shown by the broken line 38 in FIG.
次に、前記実施例の構成に係る埋込み固定具をコンクリ
ート31に埋込み固定する方法を説明する。Next, a method of embedding and fixing the embedding fixture according to the configuration of the above embodiment in concrete 31 will be explained.
第5.6図はコンクリート31の鉛直面に沿って配置す
る場合であって、堰枠39の取付孔40にふた部材25
のねじ杆部28を挿通してナツト29を螺合し、ふた板
部21を堰枠39に圧接して固定する。次に座金35、
ナツト34を第一筒部13、第二筒部15に嵌込んだ底
部材11に筒部材1を結合し、これを柱部2Bに筒体2
の開放端面を嵌装することによって堰枠39に直角に取
付ける。そして、コンクリート31を打設して硬化した
ときナツト29を外して増枠39を撤去し、ふた部材2
5を抜取りてアンカボルトを挿入し構造部材などを支持
させるのである。FIG. 5.6 shows the case where the cover member 25 is placed along the vertical surface of the concrete 31, and the lid member 25 is installed in the mounting hole 40 of the weir frame 39.
The screw rod part 28 is inserted and the nut 29 is screwed, and the cover plate part 21 is pressed against the weir frame 39 and fixed. Next, washer 35,
The cylindrical member 1 is connected to the bottom member 11 in which the nut 34 is fitted into the first cylindrical part 13 and the second cylindrical part 15, and the cylindrical member 1 is attached to the column part 2B.
It is attached to the weir frame 39 at right angles by fitting the open end surface of the. Then, when the concrete 31 is poured and hardened, the nuts 29 are removed, the additional frame 39 is removed, and the lid member 2 is removed.
5 is removed and anchor bolts are inserted to support structural members and the like.
第7.8図はコンクリート31の水平面に沿って配置す
る場合であって、座金35、ナツト34を第一筒部13
、第二筒部15に嵌込んだ底部材11に筒部材1を結合
するとともにふた部材21の柱部22を筒体2の開放端
面に嵌込んだものを、脚片18を床面40に載せて直立
させる。そして、補強用の配筋41とフランジ3のビン
突起5とを針金42によって緊着することによって倒れ
ないようにし、コンクリート31を筒部材1の開放端面
と同一面となるように打設し、ふた部材21を抜取って
アンカボルトを挿入し機械などを固定させるのである。FIG. 7.8 shows a case in which the washer 35 and the nut 34 are placed along the horizontal surface of the concrete 31.
, the cylindrical member 1 is coupled to the bottom member 11 fitted into the second cylindrical part 15, and the column part 22 of the lid member 21 is fitted into the open end surface of the cylindrical body 2, and the leg piece 18 is attached to the floor surface 40. Place it upright. Then, the reinforcing reinforcement 41 and the bottle protrusion 5 of the flange 3 are tightly connected with the wire 42 to prevent it from falling down, and the concrete 31 is poured so as to be flush with the open end surface of the cylindrical member 1. The lid member 21 is removed and an anchor bolt is inserted to secure the machine or the like.
この場合、ふた部材21はコンクリートが筒部材1に流
入するのを防止するが、コンクリート31と識別容易な
着色を施しておくと、コンクリート硬化後にふた部材2
1を抜取ってアンカボルトを挿入する作業を見落しなく
行なうことができる。In this case, the lid member 21 prevents concrete from flowing into the cylindrical member 1, but if the lid member 21 is colored so that it can be easily distinguished from the concrete 31, the lid member 21 prevents the concrete from flowing into the cylinder member 1.
The work of removing the anchor bolt and inserting the anchor bolt can be done without overlooking.
尚、増枠39に取付ける場合、アンカボルトを予め結合
して増枠39にこのアンカボルトを利用し取付けること
もできる。従って、ふた部材21.25は省略しても本
発明を実施することができ、また、ビン突起5や脚片1
8がなくても本発明の目的を達成することができる。In addition, when attaching to the extension frame 39, it is also possible to connect an anchor bolt in advance and attach it to the extension frame 39 using this anchor bolt. Therefore, the present invention can be carried out even if the lid members 21 and 25 are omitted, and the bottle protrusion 5 and the leg piece 1 can be omitted.
The object of the present invention can be achieved even without 8.
(発 明 の 効 果)
本発明はアンカボルトを螺合するナツトを回転不可に嵌
込んだ底部材とアンカボルトを包む筒部材とから構成し
たものであるから、筒部材の脚部材を塞いだフランジに
接するコンクリートが引張りの際にナツトからの力を受
け、大きな引抜き強度を与えるものである。また、アン
カボルトは筒部材の長さを使用場所などに応じ適宜に選
定することによってコンクリートに充分深く且つ適正位
置に埋込まれた個所でナツトと螺合させ、引抜き強度を
きわめて大きい安全な値とすることができ、更に、筒部
材および底部材を合成樹脂で作るときはアンカボルトが
コンクリートと接触しないため腐食を受ける心配がな(
、引抜き強度や耐久性に高い信頼性を与えるものである
。(Effects of the Invention) The present invention is composed of a bottom member in which a nut for screwing an anchor bolt is fitted in such a way that it cannot rotate, and a cylindrical member that encloses the anchor bolt. The concrete in contact with the flange receives the force from the nut during tension, giving it great pull-out strength. In addition, by appropriately selecting the length of the cylindrical member depending on the location of use, the anchor bolt is screwed into the nut at a point embedded deep enough in the concrete and in the appropriate position, and the pull-out strength can be set to an extremely high safe value. Furthermore, when the cylindrical member and bottom member are made of synthetic resin, there is no need to worry about corrosion because the anchor bolts do not come into contact with concrete.
This provides high reliability in terms of pull-out strength and durability.
第1図は本発明の実施例を示す一部切載した分解正面図
、第2図は筒部材の平面図、第3図は底部材の平面図、
第4図は使用状態を示す縦断面図、第5図および第6図
はコンクリートへ埋込み固定する一例の工程説明図、第
7図および第8図はコンクリートへ埋込み固定する切倒
の工程説明図である。
1・・・筒部材、2・・・筒体、3・・・フランジ、1
1・・・底部材、13・・・第一筒部、15・・・第二
筒部、21.25・・・ふた部材、34・・・ナツト、Fig. 1 is a partially cutaway exploded front view showing an embodiment of the present invention, Fig. 2 is a plan view of the cylindrical member, Fig. 3 is a plan view of the bottom member,
Figure 4 is a longitudinal sectional view showing the state of use, Figures 5 and 6 are process explanatory diagrams of an example of embedding and fixing in concrete, and Figures 7 and 8 are process explanatory diagrams of cutting down and embedding and fixing in concrete. It is. 1... Cylinder member, 2... Cylinder body, 3... Flange, 1
DESCRIPTION OF SYMBOLS 1... Bottom member, 13... First cylindrical part, 15... Second cylindrical part, 21.25... Lid member, 34... Nut,
Claims (4)
拡がるフランジを設けた筒部材と、前記フランジの外側
周縁を嵌込み結合する第一筒部および前記アンカボルト
を螺合するナットを回転不可に嵌込んだ第二筒部を有す
る底部材とを具えたことを特徴とするアンカボルトの埋
込み固定具。(1) Rotating a cylindrical member having an outwardly expanding flange at one end of the cylindrical body through which the anchor bolt passes, a first cylindrical portion into which the outer periphery of the flange is fitted and coupled, and a nut into which the anchor bolt is screwed. An anchor bolt embedding fixture, comprising: a bottom member having a second cylindrical portion that is tightly fitted into the bottom member.
と反対端において筒体に装着されるふた部材を具えたこ
とを特徴とするアンカボルトの埋込み固定具。(2) An anchor bolt embedding fixture characterized in that, in addition to the structure of claim (1), a lid member is attached to the cylindrical body at an end opposite to the flange of the cylindrical member.
求項(1)または(2)記載のアンカボルトの埋込み固
定具。(3) The anchor bolt embedding fixture according to claim (1) or (2), wherein the cylindrical member and the bottom member are made of synthetic resin.
る複数種を具えている請求項(1)または(2)記載の
アンカボルトの埋込み固定具。(4) The anchor bolt embedding fixture according to claim (1) or (2), wherein the cylindrical member has a plurality of types having different lengths depending on the length of the anchor bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3080589A JP2791431B2 (en) | 1989-02-09 | 1989-02-09 | Embedded anchors for anchor bolts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3080589A JP2791431B2 (en) | 1989-02-09 | 1989-02-09 | Embedded anchors for anchor bolts |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02210118A true JPH02210118A (en) | 1990-08-21 |
| JP2791431B2 JP2791431B2 (en) | 1998-08-27 |
Family
ID=12313900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3080589A Expired - Lifetime JP2791431B2 (en) | 1989-02-09 | 1989-02-09 | Embedded anchors for anchor bolts |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2791431B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106321587A (en) * | 2016-10-08 | 2017-01-11 | 东方电气集团东方汽轮机有限公司 | Adjustable foundation bolt pre-buried nut structure |
| KR101986457B1 (en) * | 2018-08-27 | 2019-06-05 | 김병수 | Seed transplant block for preventing damage by echinoderms |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5035736B1 (en) | 2011-10-24 | 2012-09-26 | 三協フロンテア株式会社 | Wiring system for unit house |
-
1989
- 1989-02-09 JP JP3080589A patent/JP2791431B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106321587A (en) * | 2016-10-08 | 2017-01-11 | 东方电气集团东方汽轮机有限公司 | Adjustable foundation bolt pre-buried nut structure |
| KR101986457B1 (en) * | 2018-08-27 | 2019-06-05 | 김병수 | Seed transplant block for preventing damage by echinoderms |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2791431B2 (en) | 1998-08-27 |
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