JP3018443U - Pillar hardware - Google Patents
Pillar hardwareInfo
- Publication number
- JP3018443U JP3018443U JP1994006448U JP644894U JP3018443U JP 3018443 U JP3018443 U JP 3018443U JP 1994006448 U JP1994006448 U JP 1994006448U JP 644894 U JP644894 U JP 644894U JP 3018443 U JP3018443 U JP 3018443U
- Authority
- JP
- Japan
- Prior art keywords
- hole
- vertical plate
- plate portion
- cover steel
- base
- 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
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- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】
【目的】 補強用のかぶせ鋼板を一枚物とし、このかぶ
せ鋼板を受け金物の竪板部に嵌合するだけで両者の位置
定めをさせること。
【構成】 柱脚金物は受け金物(1)とかぶせ鋼板(2)を有
する。該受け金物は逆Ｔ字状で、竪板部(11)はその幅(W
1)が該基板部(13)の幅(W2)より小さく水平方向にピン孔
(12)が穿たれ、基板部(13)に垂直方向の挿通孔(14)が穿
たれる。該かぶせ鋼板(2)は板状で該竪板部(11)の断面
に適合する透孔(21)と穴(22)が垂直方向に穿たれる。基
台(3)から直立するアンカーボルト(4)に該挿通孔(14)を
嵌合し、ナット(5)で該受け金物(1)を該基台(3)上に締
着する。該かぶせ鋼板(2)を該透孔(21)で該竪板部(11)
に嵌合して放せば自重で落下し、該穴(22)で該アンカー
ボルト(4)を避けて該基板部(13)に載る。その上に柱(6)
を下端の溝(61)に該竪板部(11)を嵌合して設立し、該ピ
ン孔(12)に柱止め付け用のピン(7)を挿通して使用す
る。
(57) [Abstract] [Purpose] To make a cover steel sheet for reinforcement into one piece and to position both by simply receiving the cover steel sheet and fitting it into the vertical plate portion of the metal. [Structure] The column base has a bracket (1) and a covered steel plate (2). The receiving member has an inverted T shape, and the vertical plate portion (11) has a width (W
1 ) is smaller than the width (W 2 ) of the substrate part (13) and is horizontally pinhole
The (12) is punched, and the substrate portion (13) is punched with the vertical insertion hole (14). The cover steel plate (2) is plate-shaped, and a through hole (21) and a hole (22) matching the cross section of the vertical plate portion (11) are vertically formed. The insertion hole (14) is fitted into the anchor bolt (4) which stands upright from the base (3), and the bracket (1) is fastened on the base (3) with the nut (5). The cover plate (2) is fitted with the through hole (21) to the vertical plate (11).
When it is fitted and released, it falls by its own weight and is placed on the substrate portion (13) while avoiding the anchor bolt (4) through the hole (22). Pillars on it (6)
Is established by fitting the vertical plate portion (11) into the groove (61) at the lower end, and the pin fixing pin (7) is inserted into the pin hole (12) for use.
Description
【０００１】[0001]
本考案は柱脚金物にかかり、補強用のかぶせ鋼板を受け金物に簡単にセットす るようにしたものである。 The present invention is applied to a column pedestal, and a cover steel plate for reinforcement is received so that it can be easily set on the metal.
【０００２】[0002]
本願出願人が先に出願した実願平６−９１３号によれば、Ｔ形受金物のウェブ 部を挟む両側のフランジ部に各別の補強金物を載せてボルト・ナットで固定する Ｔ形柱脚金物がある。 According to Japanese Patent Application No. 6-913 filed earlier by the applicant of the present application, a T-shaped column in which different reinforcing metal members are placed on the flange portions on both sides of the web portion of the T-shaped metal member and fixed with bolts and nuts There is a metal fitting.
【０００３】[0003]
各フランジに各別に補強金物をボルト・ナットで固定する場合、補強金物の穴 合せが面倒で、しかも一枚物に較べて少なくとも二倍の手間を要する。 本考案は補強用のかぶせ鋼板を一枚物とし、このかぶせ鋼板を受け金物の竪板 部に嵌合するだけで位置定めをなすような柱脚金物を提供することを目的とする 。 When fixing the reinforcing metal fittings to each flange individually with bolts and nuts, it is troublesome to align the holes of the reinforcing metal fittings, and at least twice as much labor is required as compared with one piece. It is an object of the present invention to provide a column pedestal that can be positioned only by fitting one cover steel plate for reinforcement and receiving the cover steel plate on the vertical plate portion of the metal.
【０００４】[0004]
本考案にかかる柱脚金物は、受け金物と、かぶせ鋼板を有している。 該受け金物は逆Ｔ字状でその竪板部は、その幅が該基板部の幅より小さく、か つ水平方向にピン孔が穿たれ、またその基板部に垂直方向の挿通孔が穿たれる。 該かぶせ鋼板は板状で該竪板部の断面に適合する透孔と穴が垂直方向に穿たれ ている。 The pedestal metal fitting according to the present invention has a receiving metal fitting and a cover steel plate. The receiving member is in the shape of an inverted T, and its vertical plate portion has a width smaller than that of the substrate portion, and a pin hole is bored in the horizontal direction, and a vertical insertion hole is bored in the substrate portion. Be done. The cover steel plate is plate-shaped, and through holes and holes that match the cross section of the vertical plate portion are vertically formed.
【０００５】 そして、基台から直立するアンカーボルトに該挿通孔を嵌合して該受け金物を 該基台上に設置する。また、支持荷重に応じ該かぶせ鋼板の一枚以上を、該透孔 で該竪板部に嵌合しかつ該穴で該アンカーボルトを避けて、該基板部に重合する 。その上に柱を、その下端の溝に該竪板部を嵌合して、設立する。更に、該柱の 側面から該ピン孔に柱止め付け用のピンを挿通して使用される。Then, the insertion hole is fitted into an anchor bolt that stands upright from the base, and the receiving object is installed on the base. Further, one or more of the cover steel plates are fitted to the vertical plate portion through the through hole and avoid the anchor bolt through the hole, and are superposed on the substrate portion according to the supporting load. A column is set on it, and the vertical plate portion is fitted into the groove at the lower end of the column to establish it. Further, a pin for fixing a column is inserted from the side surface of the column into the pin hole for use.
【０００６】 該竪板部は該基板部の中央に位置している。 該挿通孔は２個で該竪板部を挟んだ両側に穿たれる。また、該穴も該透孔を挟 んだ両側に穿たれる。そして、該アンカーボルトが２本で、それぞれが各該挿通 孔と該穴に挿通されるようになっている。The vertical plate portion is located at the center of the substrate portion. Two insertion holes are formed on both sides of the vertical plate portion. The holes are also formed on both sides of the through hole. The anchor bolt is two in number, and each is inserted into each of the insertion holes and the hole.
【０００７】 該挿通孔は１個で該竪板部の中心線上に穿たれる。また、該竪板部は該挿通孔 に続いて切欠が形成される。また、該穴は１個で該挿通孔と同一中心線上に用意 される。そして、該アンカーボルトが１本となっている。The single insertion hole is formed on the center line of the vertical plate portion. A cutout is formed in the vertical plate portion following the insertion hole. Also, one hole is prepared on the same center line as the insertion hole. And, the anchor bolt is one.
【０００８】 該かぶせ鋼板は該基板部とほぼ適合する大きさとなっている。 該かぶせ鋼板の該透孔の該竪板部の厚さ方向の寸法は、該基板部が該竪板部に 続く変形部分の始端間の寸法にほぼ適合している。 該かぶせ鋼板の該透孔と該穴は連続して十字形状のスリットとなっている。The cover steel sheet has a size that is substantially compatible with the base plate portion. The dimension of the through hole of the cover steel sheet in the thickness direction of the vertical plate portion substantially matches the dimension between the starting ends of the deformed portions of the base plate portion following the vertical plate portion. The through hole and the hole of the cover steel sheet are continuous and form a cross-shaped slit.
【０００９】[0009]
基礎又はこれに載設した根太から直立するアンカーボルトに受け金物の挿通孔 を嵌合し、ナットを締め付けて受け金物を基礎、根太又は梁等の基台上に設置す る。 Fit the through hole of the receiver to the anchor bolt that stands upright from the foundation or the joist mounted on it, and tighten the nut to install the receiver on the foundation such as the foundation, joist or beam.
【００１０】 柱を介して支持するべき荷重に応じ、かぶせ鋼板を適宜枚数採用する。各かぶ せ鋼板の透孔を受け金物の竪板部に嵌合し、かつ穴でアンカーボルトを避けて基 板部上に重ねる。Depending on the load to be supported through the column, the number of covered steel plates is appropriately selected. Receiving the through hole of each cover steel plate, fit it into the vertical plate part of the metal object, and avoid the anchor bolt in the hole, and stack it on the base plate part.
【００１１】 重ね終えたら柱の下端の溝を竪板部に嵌合して最上層のかぶせ鋼板上に載せ、 柱の側面から竪板部のピン孔にピンを挿通する。かくして柱が柱脚金物を介して 基礎、根太又は梁等の基台上に設立される。After the stacking is completed, the groove at the lower end of the column is fitted into the vertical plate portion and placed on the uppermost covered steel plate, and the pin is inserted from the side surface of the column into the pin hole of the vertical plate portion. Thus, the pillar is established on the foundation such as foundation, joist or beam through the pillar pedestal.
【００１２】 該竪板部が該基板部の中央に位置していると、該竪板部に加わる曲げモーメン トに対するバランスがよくなる。 該挿通孔が２個で該竪板部を挟んだ両側に穿たれ、該穴も該透孔を挟んだ両側 に穿たれ、該アンカーボルトが２本でそれぞれが各該挿通孔と該穴に挿通される ようになっていると、受け金物の基台に対する取付けが安定する。When the vertical plate portion is located at the center of the base plate portion, the balance with respect to the bending moment applied to the vertical plate portion is improved. Two insertion holes are drilled on both sides of the vertical plate, the holes are also drilled on both sides of the through hole, and two anchor bolts are provided for each of the insertion holes and the holes. When it is inserted, the mounting of the receiving object on the base is stable.
【００１３】 該挿通孔が１個で該竪板部の中心線上に穿たれ、該竪板部は該挿通孔に続いて 切欠が形成され、該穴は１個で該挿通孔と同一中心線上に用意され、該アンカー ボルトが１本でとなっていると、、受け金物の基台に対する取付作業が極めて簡 単になり、コストも下がる。 該かぶせ鋼板が該基板部とほぼ適合する大きさとなっていると、外周に凹凸を 生じることがなく、柱からの荷重が分散し、かぶせ鋼板の破損が防がれる。A single through hole is formed on the center line of the vertical plate portion, and the vertical plate portion is formed with a notch following the through hole, and the single hole is on the same center line as the through hole. If the anchor bolt is a single piece, it is extremely easy to attach the bracket to the base and the cost is reduced. When the cover steel plate has a size that is substantially compatible with the substrate portion, the outer periphery does not have irregularities, the load from the column is dispersed, and damage of the cover steel plate is prevented.
【００１４】 該かぶせ鋼板の該透孔の該竪板部の厚さ方向の寸法が、該基板部が該竪板部に 続く変形部分の始端間の寸法にほぼ適合していると、最下層のかぶせ鋼板が該変 形部分によって基板部に対し浮き上がって傾いたりすることがなく、柱が安定す る。 該かぶせ鋼板の該透孔と該穴が連続して十字形状のスリットとなっていると、 加工が容易で、コスト低減も果せる。If the dimension of the through hole of the cover steel sheet in the thickness direction of the vertical plate portion substantially matches the dimension between the start ends of the deformed portions of the vertical plate portion following the vertical plate portion, the bottom layer The deformed portion prevents the covered steel sheet from rising and inclining with respect to the substrate portion, thus stabilizing the column. If the through hole and the hole of the cover steel sheet are continuous and have a cross-shaped slit, the processing is easy and the cost can be reduced.
【００１５】[0015]
１は受け金物、２はかぶせ鋼板である。受け金物１は逆Ｔ字状で、その竪板部 １１は、その幅Ｗ1が基板部１３の幅Ｗ2より小さくなっている。この竪板部１１ にはまた水平方向にピン孔１２が穿たれている。そして、その基板部１３に垂直 方向の挿通孔１４が穿たれる。 かぶせ鋼板２は板状で竪板部１１の断面に適合する透孔２１と、穴２２が穿た れる。Reference numeral 1 is a bracket, and 2 is a cover steel plate. The receiving member 1 has an inverted T shape, and the vertical plate portion 11 has a width W 1 smaller than the width W 2 of the substrate portion 13. A pin hole 12 is also formed in the horizontal plate portion 11 in the horizontal direction. Then, a vertical insertion hole 14 is formed in the substrate portion 13. The cover steel plate 2 has a plate-like shape, and has a through hole 21 and a hole 22 that match the cross section of the vertical plate portion 11.
【００１６】 この受け金物１を、基礎、基礎上の根太又は梁等の基台３から直立するアンカ ーボルト４に挿通孔１４を嵌合し、ナット５を締着して、基台３上に設置する。 そして、支持荷重に耐えられるように相応する枚数のかぶせ鋼板２を、透孔２１ で竪板部１１に嵌合し、また穴２２でアンカーボルト４を避けて、基板部１１に 重合する。この最上層のかぶせ鋼板２’上に柱６を降ろし、この柱６の下端の溝 ６１に竪板部１１を嵌合する。更に、柱６の側面からピン孔１２に柱止め付け用 のピン７を挿通して柱６を竪板部１１に止めつける。かくして、柱６が基台３上 に設立される。柱６の下部にピン孔１２に適合するピン孔１２’を予め穿ってお き、かぶせ鋼板２の枚数による厚さ寸法に応じ下端部を切断してピン７を挿通す るようにしてもよい。The receiving object 1 is fitted on the anchor bolt 4 which is upright from the base 3 such as a foundation, joists or beams on the foundation, with the insertion hole 14 fitted, and the nut 5 is fastened to the base 3. Install. Then, a suitable number of cover steel plates 2 are fitted into the vertical plate portion 11 through the through holes 21 so as to withstand the supporting load, and overlap the substrate portion 11 while avoiding the anchor bolts 4 through the holes 22. The column 6 is lowered onto the uppermost covered steel plate 2 ′, and the vertical plate portion 11 is fitted into the groove 61 at the lower end of the column 6. Further, the column 6 is fixed to the vertical plate portion 11 by inserting a column fixing pin 7 into the pin hole 12 from the side surface of the column 6. Thus, the pillar 6 is established on the base 3. A pin hole 12 ′ that fits the pin hole 12 may be pre-drilled in the lower portion of the pillar 6, and the pin 7 may be inserted by cutting the lower end portion according to the thickness dimension depending on the number of the covered steel plates 2. .
【００１７】 竪板部１１の幅Ｗ1が基板部１３の幅Ｗ2より小さく、かぶせ鋼板２の透孔２１ が竪板部１１の断面に適合しているので、かぶせ鋼板２の透孔２１は閉鎖型とな って透孔２１で二分されることがなく、そのため、取扱い易く、かつ使用中にず れたりしない。Since the width W 1 of the vertical plate portion 11 is smaller than the width W 2 of the base plate portion 13 and the through hole 21 of the cover steel plate 2 matches the cross section of the vertical plate portion 11, the through hole 21 of the cover steel plate 2 is formed. Since it is a closed type and is not bisected by the through hole 21, it is easy to handle and does not shift during use.
【００１８】 竪板部１１は基板部１３の中央に位置している。こうすると、竪板部１１に加 わる曲げモーメントに対するバランスがよくなる。 挿通孔１４は、図１では２個であるが、図３では１個となっている。２個の場 合、挿通孔１４は竪板部１１を挟んだ両側に穿たれる。これに対応し、穴２２も 透孔２１を挟んだ両側に穿たれる。アンカーボルト４は２本で、各１本がそれぞ れの挿通孔１４と穴２２に挿通され、各ナット５で基板部１３が基台３上に固定 される。受け金物１が基台３に安定して取付けられる。The vertical plate portion 11 is located at the center of the substrate portion 13. This improves the balance with respect to the bending moment applied to the vertical plate portion 11. The number of insertion holes 14 is two in FIG. 1, but is one in FIG. In the case of two pieces, the insertion holes 14 are formed on both sides with the vertical plate portion 11 in between. Correspondingly, holes 22 are also formed on both sides of the through hole 21. There are two anchor bolts 4, one of which is inserted into each of the insertion holes 14 and the holes 22, and each of the nuts 5 fixes the substrate portion 13 on the base 3. The receiving object 1 is stably attached to the base 3.
【００１９】 挿通孔１４が１個の場合（図３）、挿通孔１４は竪板部１１の中心線上に穿た れ、竪板部１１にはこの挿通孔１４に続いて切欠１５が形成される。そして、穴 ２２は１個で挿通孔１４と同一の中心線上に用意される。図面では穴２２の一部 が透孔２１の外側に見えているが、透孔２１内に収まってしまう場合もある。ア ンカーボルト４は１本で挿通孔１４に挿通され、ナット５で基板部１３が基台３ 上に固定される。受け金物１の基台３に対する取付けに多少安定性を欠くが、コ スト低減に役立つ。When the number of the insertion hole 14 is one (FIG. 3), the insertion hole 14 is bored on the center line of the vertical plate portion 11, and the vertical plate portion 11 is formed with a notch 15 following the insertion hole 14. It The single hole 22 is prepared on the same center line as the insertion hole 14. Although a part of the hole 22 is visible outside the through hole 21 in the drawing, it may be accommodated in the through hole 21. The anchor bolt 4 is inserted into the insertion hole 14 by one, and the board portion 13 is fixed on the base 3 by the nut 5. The mounting of the bracket 1 on the base 3 lacks some stability, but helps to reduce the cost.
【００２０】 かぶせ鋼板２の大きさは基板部１３の大きさとほぼ適合している。外周に凹凸 を生じず、柱６に伝達される荷重が分散して支持され、かぶせ鋼板２の破損が防 がれる。The size of the cover steel plate 2 is substantially compatible with the size of the substrate portion 13. The unevenness does not occur on the outer circumference, the load transmitted to the pillar 6 is dispersed and supported, and the cover steel plate 2 is prevented from being damaged.
【００２１】 かぶせ鋼板２の透孔２１の竪板部１１の厚さ方向の寸法ｔ1は、基板部１３が 竪板部１１に続く変形部分１６の始端間の寸法ｔ2にほぼ適合している。竪板部 １１と基板部１３の境界面は応力集中を避けるため円弧面又は斜面に形成される ことがあり、このため、透孔２１の形状が竪板部１１の断面形状と一致している とかぶせ鋼板２の下面が基板部１３の上面に密着せず、柱６の支持が不安定とな る。そこで、このように構成すると、かぶせ鋼板２が基板部１３上に密着するこ とになり、柱６に加わる荷重が分散して支持できる。The thickness t 1 of the vertical plate portion 11 of the through hole 21 of the cover steel plate 2 in the thickness direction substantially matches the size t 2 between the start ends of the deformed portions 16 of the base plate portion 13 following the vertical plate portion 11. There is. The boundary surface between the vertical plate portion 11 and the substrate portion 13 may be formed into an arc surface or an inclined surface in order to avoid stress concentration. Therefore, the shape of the through hole 21 matches the sectional shape of the vertical plate portion 11. The lower surface of the cover steel plate 2 does not come into close contact with the upper surface of the substrate portion 13, and the support of the pillar 6 becomes unstable. Therefore, with such a configuration, the cover steel plate 2 comes into close contact with the substrate portion 13, and the load applied to the column 6 can be dispersed and supported.
【００２２】 かぶせ鋼板２の透孔２１と穴２２は連続して十字形状のスリット２３となって いる。各別に透孔をあけなくてよいので、加工が簡単となる。The through hole 21 and the hole 22 of the cover steel plate 2 are continuous to form a cross-shaped slit 23. Since it is not necessary to make a through hole for each, processing becomes easy.
【００２３】[0023]
本考案によれば、受け金物の基板部の挿通孔をアンカーボルトに挿通させてナ ットで締着すれば、受け金物を基台上に設置することができ、支持するべき荷重 に応じてかぶせ鋼板の数を選択し、その透孔を受け金物の竪板部に嵌合して放せ ば、穴でアンカーボルトを避けてかぶせ鋼板が基板部上に重設され、構造が簡単 で、作業性が良く、耐荷重性も良好である。 According to the present invention, the receiving object can be installed on the base by inserting the anchor bolt through the insertion hole of the receiving object's base plate part and tightening it with a nut, depending on the load to be supported. Select the number of cover steel plates, fit them into the vertical plate part of the metal receiving the through holes, and release it, avoiding the anchor bolts in the holes, the cover steel plates are overlaid on the board part, and the structure is simple Good load resistance.
【００２４】 請求項２によれば、竪板部に加わる曲げモーメントに対するバランスがよくな る。 請求項３によれば、受け金物の基台に対する取付けを安定させられる。 請求項４によれば、受け金物の基台に対する取付作業が極めて簡単となり、コ ストの低下も果せる。According to the second aspect, the balance with respect to the bending moment applied to the vertical plate portion is improved. According to claim 3, the attachment of the receiving object to the base can be stabilized. According to claim 4, the work of mounting the receiving object on the base is extremely simple, and the cost can be reduced.
【００２５】 請求項５によれば、柱を伝わる荷重の分散支持が良好となり、かぶせ鋼板の破 損を防げる。 請求項６によれば、最下層のかぶせ鋼板が変形部分によって基板部に対し浮き 上がって傾いたりせず、柱の支持が安定できる。 請求項７によれば、穴の加工が容易となり、コスト低減も果せる。According to the fifth aspect, it is possible to favorably disperse and support the load transmitted through the column, and it is possible to prevent the cover steel sheet from being damaged. According to the sixth aspect, the bottom cover steel sheet does not float up and tilt with respect to the substrate portion due to the deformed portion, and the column can be stably supported. According to claim 7, the hole can be easily processed, and the cost can be reduced.
【図１】本考案にかかる柱脚金物の具体例を示す斜面図
である。FIG. 1 is a perspective view showing a specific example of a column pedestal according to the present invention.
【図２】使用状態の図１の２−２線断面図である。FIG. 2 is a sectional view taken along line 2-2 of FIG. 1 in a use state.
【図３】本考案にかかる柱脚金物の別の具体例を示す斜
面図である。FIG. 3 is a perspective view showing another specific example of the column pedestal according to the present invention.
１ 受け金物 ２ かぶせ鋼板 ２’ かぶせ鋼板 ３ 基台 ４ アンカーボルト ５ ナット ６ 柱 ７ ピン １１ 竪板部 １２ ピン孔 １２’ピン孔 １３ 基板部 １４ 挿通孔 １５ 切欠 １６ 変形部分 ２１ 透孔 ２２ 穴 ２３ スリット ６１ 溝 Ｗ1 幅 Ｗ2 幅 ｔ1 寸法 ｔ2 寸法1 Receptacle 2 Cover steel plate 2'Cover steel plate 3 Base 4 Anchor bolt 5 Nut 6 Column 7 Pin 11 Vertical plate part 12 Pin hole 12 'Pin hole 13 Board part 14 Insertion hole 15 Notch 16 Deformation part 21 Through hole 22 Hole 23 Slit 61 Groove W 1 width W 2 width t 1 dimension t 2 dimension
Claims (7)
(W1)が該基板部(13)の幅(W2)より小さく、かつ水平方向
にピン孔(12)が穿たれ、またその基板部(13)に垂直方向
の挿通孔(14)が穿たれ、 該かぶせ鋼板(2)は板状で、該竪板部(11)の断面に適合
する透孔(21)と、穴(22)が垂直方向に穿たれており、 基台(3)から直立するアンカーボルト(4)に該挿通孔(14)
を嵌合し、ナット(5)を締め付けて該受け金物(1)を該基
台(3)上に設置し、支持荷重に応じ該かぶせ鋼板(2)の一
枚以上を、該透孔(21)で該竪板部(11)に嵌合しかつ該穴
(22)で該アンカーボルト(4)を避けて、該基板部(13)に
重合し、その上に柱(6)を、その下端の溝(61)に該竪板
部(11)を嵌合して、設立し、該柱(6)の側面から該ピン
孔(12)に柱止め付け用のピン(7)を挿通して使用される
ことを特徴とする逆Ｔ形柱脚金物。1. A receiver (1) and a cover steel plate (2), wherein the receiver (1) has an inverted T shape and the vertical plate portion (11) has a width thereof.
(W 1 ) is smaller than the width (W 2 ) of the base plate portion (13), a pin hole (12) is formed in the horizontal direction, and a vertical insertion hole (14) is formed in the base plate portion (13). The cover steel plate (2) is plate-shaped, and the through hole (21) and the hole (22) that fit the cross section of the vertical plate portion (11) are vertically drilled, and the base (3 ) The anchor bolt (4) upright from the insertion hole (14)
, The nut (5) is tightened, the receiving object (1) is installed on the base (3), and one or more of the cover steel plates (2) are attached to the through hole ( 21) is fitted into the vertical plate (11) and the hole
Avoid the anchor bolt (4) at (22), superimpose on the base plate (13), fit the pillar (6) on it, and fit the vertical plate (11) in the groove (61) at the lower end. An inverted T-shaped column base metal piece, which is formed by inserting the column fixing pin (7) into the pin hole (12) from the side surface of the column (6).
置している請求項１に記載の逆Ｔ形柱脚金物。2. The inverted T-shaped column footpiece according to claim 1, wherein the vertical plate portion (11) is located at the center of the substrate portion (13).
んだ両側に穿たれ、該穴(22)も該透孔(21)を挟んだ両側
に穿たれ、該アンカーボルト(4)が２本でそれぞれが各
該挿通孔(14)と該穴(22)に挿通されるようになっている
請求項１に記載の逆Ｔ形柱脚金物。3. The two insertion holes (14) are formed on both sides of the vertical plate (11), and the holes (22) are also formed on both sides of the through hole (21). The inverted T-shaped column pedestal according to claim 1, wherein two anchor bolts (4) are respectively inserted into the insertion holes (14) and the holes (22).
心線(C)上に穿たれ、該竪板部(11)は該挿通孔(14)に続
いて切欠(15)が形成され、該穴(22)は１個で該挿通孔(1
4)と同一中心線上に用意され、該アンカーボルト(4)が
１本となっている請求項１に記載の逆Ｔ形柱脚金物。4. The single insertion hole (14) is formed on the center line (C) of the vertical plate portion (11), and the vertical plate portion (11) continues to the insertion hole (14). A notch (15) is formed, and only one hole (22) is provided for the insertion hole (1
The inverted T-shaped column base metal fitting according to claim 1, wherein the anchor bolt (4) is provided on the same center line as that of 4) and the anchor bolt (4) is one.
適合する大きさとなっている請求項１に記載の逆Ｔ形柱
脚金物。5. The inverted T-shaped column pedestal according to claim 1, wherein the cover steel plate (2) has a size that substantially fits the substrate portion (13).
部(11)の厚さ方向の寸法(t1)は、該基板部(13)が該竪板
部(11)に続く変形部分(16)の始端間の寸法(t2)にほぼ適
合している請求項１に記載の逆Ｔ形柱脚金物。6. The thickness (t 1 ) in the thickness direction of the vertical plate part (11) of the through hole (21) of the cover steel plate (2) is such that the base plate part (13) has the vertical plate part (13). The inverted T-shaped column pedestal according to claim 1, which substantially conforms to the dimension (t 2 ) between the starting ends of the deformed portion (16) following 11).
2)は連続して十字形状のスリット(23)となっている請求
項１又は３に記載の逆Ｔ形柱脚金物。7. The through hole (21) and the hole (2) of the cover steel plate (2).
The inverted T-shaped column base metal fitting according to claim 1 or 3, wherein 2) is a cross-shaped slit (23) continuously formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1994006448U JP3018443U (en) | 1994-05-16 | 1994-05-16 | Pillar hardware |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1994006448U JP3018443U (en) | 1994-05-16 | 1994-05-16 | Pillar hardware |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP3018443U true JP3018443U (en) | 1995-11-21 |
Family
ID=43153892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1994006448U Expired - Lifetime JP3018443U (en) | 1994-05-16 | 1994-05-16 | Pillar hardware |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3018443U (en) |
-
1994
- 1994-05-16 JP JP1994006448U patent/JP3018443U/en not_active Expired - Lifetime
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