JPS59366Y2 - Connection device between foundation and foundation - Google Patents
Connection device between foundation and foundationInfo
- Publication number
- JPS59366Y2 JPS59366Y2 JP3827779U JP3827779U JPS59366Y2 JP S59366 Y2 JPS59366 Y2 JP S59366Y2 JP 3827779 U JP3827779 U JP 3827779U JP 3827779 U JP3827779 U JP 3827779U JP S59366 Y2 JPS59366 Y2 JP S59366Y2
- Authority
- JP
- Japan
- Prior art keywords
- bolt
- foundation
- anchor bolt
- stop plate
- anchor
- 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
Links
- 230000037431 insertion Effects 0.000 claims description 7
- 238000003780 insertion Methods 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 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
- 238000009434 installation Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 229910052709 silver Inorganic materials 0.000 description 1
- 239000004332 silver Substances 0.000 description 1
Landscapes
- Foundations (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
この考案は基礎に植設したアンカーボルトの位置精度が
多少悪い場合であっても、アンカーボルトと土台とを堅
固かつ確実に固着することを目的とした基礎と土台との
連結装置に関するものである。[Detailed explanation of the invention] This invention aims to firmly and reliably fix the anchor bolt and the foundation even if the positional accuracy of the anchor bolt planted in the foundation is somewhat poor. The present invention relates to a connecting device.
従来、木質プレパブ建築などにおいては、土台として溝
形鋼又は山形鋼が使用されており、これらの土台と基礎
コンクリートとを連結するには専らアンカーボルトがイ
吏用されているが、アンカーボルト位置の精度が悪いと
、土台のボルト孔に入れることが不可能になり、アンカ
ーボルトを折り曲げて施工せざるを得なくなり、強度上
問題点となっていた。Traditionally, channel steel or angle steel has been used as the foundation in wooden pre-pub buildings, and anchor bolts have been used exclusively to connect these foundations to the foundation concrete, but the location of the anchor bolts If the accuracy of the anchor bolts was poor, it would be impossible to insert the anchor bolts into the bolt holes in the foundation, and the anchor bolts would have to be bent during construction, creating problems in terms of strength.
然るに、この考案はアンカーボルト位置の誤差範囲を予
め予想して、その誤差範囲内にあるアンカーボルトを挿
通し得るような大きいボルト孔を設けると共に、このボ
ルト孔とナツトとの間に細長いボルト挿通溝を有する止
板を介在させたので、上記従来の問題点を容易に改善す
ることに成功したのである。However, this idea predicts the error range of the anchor bolt position in advance, creates a bolt hole large enough to insert an anchor bolt within that error range, and also inserts a long and thin bolt between the bolt hole and the nut. By interposing a stop plate with a groove, it was possible to easily overcome the above-mentioned conventional problems.
即ちこの考案を実施例について説明すれば、基礎コンク
リート1に植設したアンカーボルト2へ溝形鋼土台3の
ボルト孔4を遊嵌する。That is, to explain this invention with reference to an embodiment, a bolt hole 4 of a channel steel foundation 3 is loosely fitted into an anchor bolt 2 planted in a foundation concrete 1.
このボルト孔4の直径はアンカーボルトの植設位置の誤
差を予め考慮して、比較的太き目に穿設しである。The diameter of the bolt hole 4 is made relatively thick, taking into consideration the error in the anchor bolt installation position.
次に中央部より放射状にボルト挿通溝5を設けた止板6
を前記アンカーボルト2に嵌装した後、座板7を嵌装し
、ナツト8で締付ける。Next, a stop plate 6 is provided with bolt insertion grooves 5 radially from the center.
After fitting into the anchor bolt 2, the seat plate 7 is fitted and tightened with a nut 8.
前記においてボルト孔4の周縁上面には多数のローレッ
ト9を放射状に設け、止板6の下面には前記ローレット
9と当接する面にローレツ) 10を設けると共に、止
板6の上面には前記ボルト挿通溝5の周縁上面に多数の
ローレット11を設け、前記座板7の下面にもローレッ
ト12を設ける。In the above, a large number of knurls 9 are provided radially on the upper surface of the peripheral edge of the bolt hole 4, and knurls 10 are provided on the lower surface of the stop plate 6 on the surface that comes into contact with the knurls 9. A large number of knurls 11 are provided on the upper surface of the periphery of the insertion groove 5, and knurls 12 are also provided on the lower surface of the seat plate 7.
前記各部に設けたローレットはナツト締付後基当接面が
ずれないように考慮したもので、ローレットの形状、大
きさ、数は任意であり、全面的に粗面にしたリローレッ
トに代えて多数の微小突起を設けることもできる。The knurls provided on each part are designed to prevent the base abutment surface from shifting after the nut is tightened.The shape, size, and number of knurls can be chosen as desired. A large number of microprotrusions can also be provided.
前記ボルト孔を設けた溝形鋼の上面であって、ローレッ
トの周縁には止板の移動をとめる為の突起13を同心円
周上に設けである。On the upper surface of the channel steel provided with the bolt holes, a projection 13 is provided concentrically on the periphery of the knurling to stop the movement of the stop plate.
前記実施例において、アンカーボルト2が所定の位置か
ら多少外れているときには、ボルト孔の中心より偏心し
て突出することになる。In the embodiment described above, when the anchor bolt 2 is somewhat deviated from the predetermined position, it will protrude eccentrically from the center of the bolt hole.
そこでアンカーボルトに止板6を嵌装した際には止板6
を溝型鋼上面で回しく例えば第3図中矢示17)、前記
突起13の内側へ嵌め込む。Therefore, when fitting the stop plate 6 to the anchor bolt, the stop plate 6
is fitted into the inside of the protrusion 13 by turning it on the upper surface of the channel steel (for example, as indicated by the arrow 17 in FIG. 3).
前記止板にはアンカーボルトの挿通溝が設けであるので
、これを回すことによって、ボルト孔4と止板6とを同
心状にセットすることができる(第3図々示)。Since the stop plate is provided with an anchor bolt insertion groove, by turning this, the bolt hole 4 and the stop plate 6 can be set concentrically (as shown in the third figure).
然して止板6のボルト挿通溝は溝幅が狭くしである(ボ
ルト外径より若干広い程度)ので、通常の座板を用いれ
ばナツトを容易確実に締付固定することができる。However, since the bolt insertion groove of the stop plate 6 is narrow (slightly wider than the outer diameter of the bolt), the nut can be easily and securely tightened using a normal seat plate.
次に一階建など連結部に掛る力が比較的小さい場合には
第5図のように通常の大きさのボルト孔14を設けた止
板15を用い、二重ナラ) 8.8 aにより締付固定
することもできる。Next, if the force applied to the connecting part is relatively small, such as in a one-story building, use a stop plate 15 with a normal-sized bolt hole 14 as shown in Figure 5, and use a double-barreled bolt hole (see 8.8 a). It can also be fixed by tightening.
このような場合においても、止板15の裏面にはローレ
ット16を設けることが望ましい。Even in such a case, it is desirable to provide the knurling 16 on the back surface of the stop plate 15.
即ちこの考案によれば、溝形鋼又は山形鋼など、予めボ
ルト孔を設けた土台を基礎アンカーボルトと連結する場
合に、ボルト植設位置に多事の誤差があってもアンカー
ボルトと土台とを容易かつ確実に固定できると共に、連
結部に設計通りの強度を確保し得る効果がある。That is, according to this invention, when connecting a foundation anchor bolt with a pre-prepared bolt hole such as channel steel or angle iron, even if there is an error in the bolt placement position, the anchor bolt and foundation can be connected. This has the effect of making it possible to easily and reliably fix the parts, and to ensure the strength of the connecting part as designed.
前記における土台とアンカーボルトとの応力関係は専ら
引張に対するものであるから、止板の厚さを溝形外銀と
同等以上にすることによってアンカーポルI・孔を大き
くしたことによる連結部の強度低下を未然に防止するこ
とができる。Since the stress relationship between the base and the anchor bolt in the above is only for tension, the strength of the connection part is increased by making the thickness of the stop plate equal to or greater than that of the grooved outer silver, and by enlarging the anchor hole I. It is possible to prevent the decrease.
また水平力による剪断力に対しては、溝形鋼などの土台
に設けたアンカーボルト孔周縁の突起およびローレット
により容易に抗し得るものである。Furthermore, the shearing force caused by the horizontal force can be easily resisted by the protrusions and knurling around the anchor bolt hole provided in the base, such as channel steel.
第1図は従来の連結装置の分解時の斜視図、第2図のa
はこの考案の実施例の分解拡大斜視図、第2図のbは座
板の裏面図、第2図のCは止板の裏面図、第3図は同じ
く止板の嵌装状態を示す一部を断面した拡大平面図、第
4図は同じく連結時の斜視図、第5図は他の実施例の斜
視図、第6図は第5図の止板の裏面図である。
1・・・・・・基礎コンクリート、2・・・・・・アン
カーボルト、3・・・・・・土台、4・・・・・・ボル
ト孔、5・・・・・・ボルト挿通孔、7・・・・・・座
板、8・・・・・・ナツト、9,10,11.12・・
・・・・ローレット、13・・・・・・突起、6・・・
・・・止板。Figure 1 is an exploded perspective view of a conventional coupling device, and Figure 2 is a.
2 is an exploded enlarged perspective view of an embodiment of this invention, FIG. 2B is a back view of the seat plate, FIG. 2C is a back view of the stop plate, and FIG. FIG. 4 is a perspective view of a connected state, FIG. 5 is a perspective view of another embodiment, and FIG. 6 is a back view of the stop plate shown in FIG. 5. 1... Foundation concrete, 2... Anchor bolt, 3... Foundation, 4... Bolt hole, 5... Bolt insertion hole, 7... Seat board, 8... Nut, 9, 10, 11.12...
...Knurling, 13...Protrusion, 6...
...Stop plate.
Claims (1)
ーボルトの径より十分大径としたボルト孔をアンカーボ
ルトに遊嵌し、前記アンカーボルトに、前記ボルト孔よ
り大きくした板体の中央部より放射状にボルト挿通溝を
形成した止板のボルト挿通溝を嵌装すると共にナツトを
螺合し、全体を締付けてあり、前記ボルト孔の周縁と止
板の当接面は、滑り止め凹凸部を介して互いに掛止して
いると共に、止板の縁部はボルト孔の周縁に設けた突起
と掛止していることを特徴とした基礎と土台との連結装
置。Taking into account the error range of the anchor bolt position on the foundation, a bolt hole whose diameter is sufficiently larger than the diameter of the anchor bolt is loosely fitted into the anchor bolt, and a radial hole is inserted into the anchor bolt from the center of the plate, which is larger than the bolt hole. A bolt insertion groove of a stop plate with a bolt insertion groove formed thereon is fitted into the stop plate, and a nut is screwed together and the entire body is tightened. A device for connecting a foundation and a foundation, characterized in that the edges of the stop plates are hooked to protrusions provided on the periphery of bolt holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3827779U JPS59366Y2 (en) | 1979-03-23 | 1979-03-23 | Connection device between foundation and foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3827779U JPS59366Y2 (en) | 1979-03-23 | 1979-03-23 | Connection device between foundation and foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55138204U JPS55138204U (en) | 1980-10-02 |
| JPS59366Y2 true JPS59366Y2 (en) | 1984-01-07 |
Family
ID=28902928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3827779U Expired JPS59366Y2 (en) | 1979-03-23 | 1979-03-23 | Connection device between foundation and foundation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59366Y2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5323622B2 (en) * | 2009-09-09 | 2013-10-23 | 株式会社エヌ・シー・エヌ | Bolt fixing board and washer structure, and column base metal fittings using the structure |
| JP6648912B1 (en) * | 2019-09-09 | 2020-02-14 | 近畿刃物工業株式会社 | Cutting tool |
| JP6681560B1 (en) * | 2020-01-10 | 2020-04-15 | 近畿刃物工業株式会社 | Cutting blade |
-
1979
- 1979-03-23 JP JP3827779U patent/JPS59366Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55138204U (en) | 1980-10-02 |
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