JP2017044060A - Moment resisting kneewall connector - Google Patents
Moment resisting kneewall connector Download PDFInfo
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Abstract
Description
本発明は、第２の建築構造部材に対して第１の建築構造部材を固定するためのコネクタに関する。このコネクタは、第２の建築構造部材に受け入れられる又は取り付けられる別個のアンカー部材、及び第１の建築構造部材にコネクタを取り付けるための留め具と協働する。 The present invention relates to a connector for fixing a first building structure member to a second building structure member. The connector cooperates with a separate anchor member received or attached to the second building structural member and a fastener for attaching the connector to the first building structural member.
本発明は特に、壁を支持する基部に壁の垂直方向スタッド（ｖｅｒｔｉｃａｌ ｓｔｕｄ）を固定する用途、より具体的には、壁の一部である、冷間成形鋼部材から作られる金属薄板のスタッドを固定することを見出すものである。このような用途の現況技術のコネクタは通常、金属薄板から作られる。１９９３年６月１５日に許可されたＪｅｆｆ Ａ．Ｗｒｉｇｈｔの米国特許第５，２１８，８０３号、２００７年１１月２７日に許可されたｄｉＧｉｒｏｌａｍｏ及びＴｏｒｒｅｓの米国特許第７，２９９，５９３号、２００９年５月１９日に許可されたｄｉＧｉｒｏｌａｍｏ及びＴｏｒｒｅｓの米国特許第７，５３３，５０８号、並びに２０１３年３月５日に許可されたｄｉＧｉｒｏｌａｍｏ、Ｈｅｒｒｍａｎ及びＡｂｄｅｌ−Ｒａｈｍａｎの米国特許第８，３８７，３２１号を参照されたい。これらの特許は、鉄骨壁（ｓｔｅｅｌ−ｆｒａｍｅｄ ｗａｌｌ）内のスタッドが引張力に抵抗するのを助けるように特に設計されたコネクタを教示している。さらに、米国特許第８，１６，７６９号が持ち上げ力（ｕｐｌｉｆｔ ｆｏｒｃｅ）に抵抗するように設計された同様のコネクタを教示している。近年、この分野には多くの特許が存在するが、発明者らは、これに関連して、大量生産され安価に設置され得るコネクタをより強靱なものにすべきであることを見出した。 In particular, the invention relates to the application of fixing a vertical stud of a wall to a base that supports the wall, and more specifically, a sheet metal stud made of a cold-formed steel member that is part of the wall. It is something that you find to fix. State of the art connectors for such applications are usually made from sheet metal. Jeff A., authorized on June 15, 1993. Wright US Pat. No. 5,218,803, diGirolamo and Torres US Pat. No. 7,299,593 granted Nov. 27, 2007, diGirolamo and Torres US Pat. No. 7,299,593 granted May 19, 2009 See US Pat. No. 7,533,508 and diGirolamo, Herrman and Abdel-Rahman, US Pat. No. 8,387,321, granted March 5, 2013. These patents teach connectors that are specifically designed to help the studs in the steel-framed wall resist tensile forces. In addition, US Pat. No. 8,16,769 teaches a similar connector designed to resist the lifting force. In recent years, there are many patents in this field, but in this regard, the inventors have found that connectors that can be mass-produced and installed at low cost should be more robust.
通常、これらのコネクタは別個のアンカー部材と共に働き、一般には垂直壁内で垂直方向に配置されるスタッドである第１の建築構造部材の側面に取り付けられる。アンカー部材はコネクタの着座部分のところに取り付けられる。この着座部分は背面部材（ｂａｃｋ ｍｅｍｂｅｒ）に接続され、背面部材がスタッド又は柱の側面に取り付けられる。従来技術のコネクタのうちのいくつかのコネクタでは、コネクタの強度を上げるため又は背面部材に着座部分の部材を接続するための１つ又は複数の側面部材が存在する。 Typically, these connectors work with a separate anchor member and are attached to the side of the first building structural member, which is a stud that is typically vertically positioned within the vertical wall. The anchor member is attached at the seating portion of the connector. This seating portion is connected to a back member, which is attached to the side of the stud or column. In some of the prior art connectors, there are one or more side members for increasing the strength of the connector or for connecting the member of the seating portion to the back member.
本発明のホールダウン（ｈｏｌｄｏｗｎ）コネクタは、製造上経済合理的であると同時に最小の変形で非常に高い引張荷重に耐えるホールダウンを提供することによって従来技術を改良する。 The hole-down connector of the present invention improves upon the prior art by providing a hole-down that is economically economical to manufacture and withstands very high tensile loads with minimal deformation.
本発明は、コネクタ、アンカー部材及び留め具を用いた、第１の建築構造部材と第２の建築構造部材との間の接続装置（ｃｏｎｎｅｃｔｉｏｎ）である。 The present invention is a connection between a first building structure member and a second building structure member using connectors, anchor members and fasteners.
アンカー部材は、第２の建築構造部材によって保持される。アンカー部材は、第２の建築構造部材の上方に突出する第１の端部を有する。コネクタは、アンカー部材の第１の端部を受け入れる。このコネクタは接続要素及び補強材（スティフナー）から構成される。接続要素が基部及び背面部材を有する。接続要素の基部は、アンカー部材を受け入れるための開口部を有して形成される。基部の上に位置して接続要素の背面部材と接触する別個の補強材が、アンカー部材を受け入れるための開口部を有して形成される。補強材はアンカー部材に接続される。第１の建築構造部材が背面部材に接触する。留め具が、第１の建築構造部材に接続要素の背面部材を接続することによって、この接続装置を完成させる。これらの同じ留め具はまた、第１の建築構造部材に対して補強材を接続する。コネクタの補強材及び接続要素は、密接に又は正確に適合する部材を有して形成され、接続要素の伸びを最小にするように機能する。さらに、補強材及び接続要素の、異なる部材の間の接合部分が、大きい半径を有するように連続的に湾曲する部材として形成され、それにより接続要素が破損するのを低減する。 The anchor member is held by the second building structure member. The anchor member has a first end protruding above the second building structure member. The connector receives the first end of the anchor member. This connector is composed of a connecting element and a stiffener. The connecting element has a base and a back member. The base of the connecting element is formed with an opening for receiving the anchor member. A separate stiffener located on the base and in contact with the back member of the connecting element is formed with an opening for receiving the anchor member. The reinforcing material is connected to the anchor member. The first building structural member contacts the back member. A fastener completes the connecting device by connecting the back member of the connecting element to the first building structural member. These same fasteners also connect the stiffener to the first building structural member. The connector stiffeners and connecting elements are formed with closely or precisely matching members and function to minimize the elongation of the connecting elements. Furthermore, the joint between the different members of the stiffener and the connecting element is formed as a member that is continuously curved so as to have a large radius, thereby reducing the breakage of the connecting element.
本発明の目的は、従来技術と比較してより良好に引張力に耐え、同時に依然として経済的に製造され設置するのが簡単であるコネクタを提供することである。 It is an object of the present invention to provide a connector that can withstand tensile forces better compared to the prior art and at the same time still be economical to manufacture and install.
経済的に製造されるホールダウンを作るという目的は、塗装及び溶接などの高コストの二次加工を最小にするように鋼薄板から容易に形成されるデザインを利用することによって達成される。 The objective of making economically manufactured hole-downs is achieved by utilizing a design that is easily formed from sheet steel to minimize high cost secondary processing such as painting and welding.
図面、好ましい実施例の説明、及び特許請求の範囲を参照することにより、本発明のこれらの目的及び他の目的が明らかとなる。 These and other objects of the invention will become apparent upon reference to the drawings, the description of the preferred embodiment, and the claims.
図１及び図２に見られるように、留め具４及びアンカー部材５と共に、第２の建築構造部材３に対して第１の建築構造部材２を結合するための、本発明に従って構築されるコネクタ１が、第１の建築構造部材２に対して接続要素６を取り付けるために留め具４を受ける接続要素６と、接続要素６内に入れ子式に収まり、且つ、第２の建築構造部材３に対してコネクタ１を取り付けるためにアンカー部材５の第１の端部８を受ける補強材７とから構成される。 As seen in FIGS. 1 and 2, a connector constructed according to the present invention for joining a first building structural member 2 to a second building structural member 3 together with a fastener 4 and an anchor member 5. 1 is connected to the connection element 6 for receiving the fastener 4 for attaching the connection element 6 to the first building structural member 2, is nested in the connection element 6, and is attached to the second building structural member 3. On the other hand, it comprises a reinforcing member 7 that receives the first end 8 of the anchor member 5 in order to attach the connector 1.
アンカー部材５が第２の建築構造部材３によって保持され、第２の建築構造部材３の上方で突出する第１の端部８を有する。 An anchor member 5 is held by the second building structural member 3 and has a first end 8 protruding above the second building structural member 3.
本発明の好ましい接続要素６は、基部２１及び背面部材９を有するＬ形部材６として形成される。基部２１が背面部材９に対してある角度を有するように設定され、好ましくは９０度に実質的に近いある角度を有するように設定される。基部２１及び背面部材９が第１の接合部分２４のところで接合され、好ましくはこの接合部分が湾曲する。接続要素６の基部２１が開口部１０を有して形成され、開口部１０を通して、第２の建築構造部材３に対してコネクタ１を取り付けるためのアンカー部材５が受けられる。接続要素６の背面部材９が内側表面５４を有する。 The preferred connecting element 6 of the present invention is formed as an L-shaped member 6 having a base 21 and a back member 9. The base 21 is set to have an angle with respect to the back member 9 and is preferably set to have an angle substantially close to 90 degrees. The base 21 and the back member 9 are joined at the first joining portion 24, and preferably this joining portion is curved. A base 21 of the connecting element 6 is formed with an opening 10 through which an anchor member 5 for attaching the connector 1 to the second building structural member 3 is received. The back member 9 of the connecting element 6 has an inner surface 54.
好ましい補強材７はＬ形接続要素６とは別個の部材である。好ましい補強材７が接続要素６の背面部材９と界接（すなわちインターフェイスとして接合）し、接続要素６の基部２１を押圧する。補強材７が、アンカー部材５を受けるための開口部１１を有して形成される。補強材７がアンカー部材５に接続される。垂直方向に配置される鋼スタッド２であってよい第１の建築構造部材２が背面部材９と界接する。図５及び図８に示されるように、接続要素６及び補強材７が、好ましくは、アンカー部材５を受けるための円形開口部１０、１１を有して形成される。好ましくは、コネクタ１の接続要素６及び補強材７が、留め具４を受けるための開口部１２を有して形成される。 The preferred reinforcement 7 is a separate member from the L-shaped connecting element 6. The preferred reinforcing material 7 is in contact with the back member 9 of the connection element 6 (that is, joined as an interface) and presses the base 21 of the connection element 6. A reinforcing member 7 is formed having an opening 11 for receiving the anchor member 5. The reinforcing material 7 is connected to the anchor member 5. A first building structural member 2, which may be a steel stud 2 arranged in the vertical direction, contacts the back member 9. As shown in FIGS. 5 and 8, the connecting element 6 and the reinforcement 7 are preferably formed with circular openings 10, 11 for receiving the anchor member 5. Preferably, the connection element 6 and the reinforcement 7 of the connector 1 are formed with an opening 12 for receiving the fastener 4.
図１、図２及び図１２を参照すると、アンカー部材５が、保持部材１４を備えるアンカー・ボルトから構成され得る。第２の建築構造部材３がコンクリート基礎である場合、図１２に示されるように、アンカー部材５の底部分１３が第２の建築構造部材３の中に埋め込まれる。図２及び図１２に示されるように、アンカー部材５はコンクリート基礎３内に形成される孔にねじを切るねじ部品であるが、アンカー・ボルト５の底端部１３は引き抜かれるのに抵抗するように複合曲線を有して形成されてよい。アンカー・ボルト５の頂端部又は第１の端部８はねじ部分を有して形成され得、このねじ部分に対して一般にはねじナット１４である保持部材１４が着脱自在に取り付けられてアンカー部材５を完成させるか、又は、図１、図２及び図１２に示されるように、保持部材１４がアンカー部材５と一体に形成され、保持部材１４が補強材７に係合される。 With reference to FIGS. 1, 2, and 12, the anchor member 5 may be composed of an anchor bolt including a holding member 14. When the second building structural member 3 is a concrete foundation, the bottom portion 13 of the anchor member 5 is embedded in the second building structural member 3 as shown in FIG. As shown in FIGS. 2 and 12, the anchor member 5 is a threaded part that threads into a hole formed in the concrete foundation 3, but the bottom end 13 of the anchor bolt 5 resists being pulled out. Thus, it may be formed with a compound curve. The top end portion or the first end portion 8 of the anchor bolt 5 may be formed with a threaded portion, and a retaining member 14, which is generally a screw nut 14, is detachably attached to the threaded portion. 5, or as shown in FIGS. 1, 2, and 12, the holding member 14 is formed integrally with the anchor member 5, and the holding member 14 is engaged with the reinforcing member 7.
この好ましい実施例では、補強材７が、底面基部１５と、第１の横方向側面部材１６及び第２の横方向側面部材１７とを有する。補強材の底面基部１５が頂表面１８を有する。この好ましい実施例では、第１の横方向側面部材１６及び第２の横方向側面部材１７が好ましくはフランジである。この好ましい実施例では、補強材７の第１の横方向側面部材１６が外側表面５５及び選択される１つの高さを有し、補強材７の第２の横方向側面部材１７が外側表面５７及び選択される１つの高さを有する。補強材７の第１の横方向側面部材１６が背面部材９と界接（ｂｅ ｉｎｔｅｒｆａｃｅｄ ｗｉｔｈ）し、第２の側面部材１７が第１の側面部材１６の反対側にある。この好ましい実施例では、補強材７の第１の側面部材１６が接続要素６の背面部材９と界接し、補強材７の底面基部１５が接続要素６の基部２１上に載置される。底面基部１５が、第１の横方向接合部分１９及び第２の横方向接合部分５３のところでそれぞれ、向かい合う２つの横方向側面部材１６及び１７と交わる。補強材７の底面基部１５はさらに支承表面（ｂｅａｒｉｎｇ ｓｕｒｆａｃｅ）２０を有して形成される。向かい合う２つの横方向側面部材１６及び１７は各々が選択される１つの高さを有し、これらは好ましくは等しくない。この好ましい実施例では、接続要素６の背面部材９の内側表面５４が、第１の横方向側面部材１６の実質的に高さ全体にわたって、補強材７の第１の横方向側面部材１６の外側表面５５の形状に実質的に適合するように形成される。この好ましい実施例ではさらに、接続要素６の基部２１及び背面部材９が、支承表面２０の形状に実質的に適合するように及び第１の横方向接合部分１９のところで補強材７の形状に実質的に適合するように、形成される。さらに、接続要素６の基部２１及び対向するフランジ５０が、支承表面２０の形状に実質的に適合するように及び第２の横方向接合部分５３のところで補強材７の形状に実質的に適合するように、形成される。 In this preferred embodiment, the reinforcement 7 includes a bottom base 15, a first lateral side member 16 and a second lateral side member 17. The bottom base 15 of the reinforcement has a top surface 18. In this preferred embodiment, the first lateral side member 16 and the second lateral side member 17 are preferably flanges. In this preferred embodiment, the first lateral side member 16 of the reinforcement 7 has an outer surface 55 and one selected height, and the second lateral side member 17 of the reinforcement 7 is an outer surface 57. And one selected height. The first lateral side member 16 of the reinforcement 7 is in contact with the back member 9, and the second side member 17 is on the opposite side of the first side member 16. In this preferred embodiment, the first side member 16 of the reinforcement 7 is in contact with the back member 9 of the connection element 6 and the bottom base 15 of the reinforcement 7 is placed on the base 21 of the connection element 6. The bottom base 15 intersects the two lateral side members 16 and 17 facing each other at the first lateral joint portion 19 and the second lateral joint portion 53. The bottom base 15 of the reinforcement 7 is further formed with a bearing surface 20. The two opposing lateral side members 16 and 17 each have a height that is selected, which are preferably not equal. In this preferred embodiment, the inner surface 54 of the back member 9 of the connecting element 6 extends outside the first lateral side member 16 of the reinforcement 7 over substantially the entire height of the first lateral side member 16. It is formed to substantially match the shape of the surface 55. Furthermore, in this preferred embodiment, the base 21 and the back member 9 of the connecting element 6 substantially match the shape of the stiffener 7 so that it substantially matches the shape of the bearing surface 20 and at the first transverse joint 19. Is formed to fit each other. Furthermore, the base 21 of the connecting element 6 and the opposing flange 50 substantially match the shape of the stiffener 7 so that it substantially matches the shape of the bearing surface 20 and at the second transverse joint 53. Formed.
この好ましい実施例では、留め具４が、上記接続要素６の背面部材９及び上記補強材７の第１の横方向側面部材１６の両方によって受けられ、それにより、上記第１の建築構造部材２に対して上記接続要素６及び上記補強材７を接続する。 In this preferred embodiment, the fastener 4 is received by both the back member 9 of the connecting element 6 and the first lateral side member 16 of the stiffener 7 so that the first building structural member 2 The connecting element 6 and the reinforcing member 7 are connected to the above.
好ましい実施例では、接続要素６がさらに、背面部材９の反対側にある、上方に突出する対向するフランジ５０を有して形成される。接続要素の対向するフランジ５０が内側表面５６を有する。基部２１の適合する頂表面５１、並びに、接続要素６の背面部材９及び横方向フランジ５０の複数の部分が、好ましくは、支承表面２０の形状に正確に適合するように及び２つの横方向接合部分１９及び５３のところで補強材７の形状に正確に適合するように、形成される。この好ましい実施例ではさらに、接続要素６の背面部材９及び横方向フランジ５０が、第１の横方向側面部材１６の実質的に高さ全体にわたって及び第２の横方向側面部材１７の高さの一部にわたって、補強材７の向かい合う横方向側面部材１６及び１７の外側表面５５及び５７に正確に適合するように形成される。 In the preferred embodiment, the connecting element 6 is further formed with an upwardly projecting opposing flange 50 on the opposite side of the back member 9. The opposing flange 50 of the connecting element has an inner surface 56. The matching top surface 51 of the base 21 and the parts of the back member 9 and the lateral flange 50 of the connecting element 6 are preferably adapted to exactly fit the shape of the bearing surface 20 and two lateral joints At portions 19 and 53, it is formed to fit exactly the shape of the reinforcement 7. In this preferred embodiment, the back member 9 and the lateral flange 50 of the connecting element 6 also extend over substantially the entire height of the first lateral side member 16 and at the height of the second lateral side member 17. In part, it is formed to fit exactly the outer surfaces 55 and 57 of the opposing lateral side members 16 and 17 of the reinforcement 7.
この好ましい実施例では、補強材７の底部支承表面２０と向かい合う２つの横方向側面部材１６及び１７との間の横方向接合部分１９及び５３が、比較的大きい半径を有する連続的な曲面として形成される。 In this preferred embodiment, the transverse joints 19 and 53 between the two transverse side members 16 and 17 facing the bottom bearing surface 20 of the reinforcement 7 are formed as a continuous curved surface with a relatively large radius. Is done.
この好ましい実施例では、接続要素６の基部２１が第１の湾曲接合部分２４のところで背面部材９と交わる。この第１の湾曲接合部分２４の半径もやはり比較的大きい半径である。接続要素６の基部２１が第２の湾曲接合部分５２のところで対向するフランジ５０と交わる。この第２の湾曲接合部分５２の半径もやはり比較的大きい半径である。接続要素６の他の寸法も補強材７の寸法に合うように選択され、その結果、接続要素６が補強材７を密接に受けるようになる。これは、設計上の持ち上げ荷重（ｕｐｌｉｆｔ ｌｏａｄ）時にコネクタ１の撓みを実質的にすべて排除する。 In this preferred embodiment, the base 21 of the connecting element 6 intersects the back member 9 at the first curved joint 24. The radius of the first curved joint portion 24 is also a relatively large radius. The base 21 of the connecting element 6 intersects the opposing flange 50 at the second curved joint portion 52. The radius of the second curved joint portion 52 is also a relatively large radius. Other dimensions of the connecting element 6 are also selected to match the dimensions of the reinforcement 7 so that the connecting element 6 receives the reinforcement 7 closely. This eliminates virtually all deflection of the connector 1 during the design lift load.
図２を参照すると、第１の建築構造部材２が冷間成形鋼で作られる場合、留め具４が好ましくは刃部を備える鉄ねじである。いくつかの変形形態を挙げると、留め具４は、リベット、ナットを用いるねじボルト、又は、ラグねじであってもよく、或いは、第１の建築部材が木材から作られている場合は木ねじであってもよい。留め具４として自己穿孔（ｓｅｌｆ ｄｒｉｌｌｉｎｇ）の鉄ねじを使用することで、第１の建築部材内に孔を穿孔する追加のステップの必要性が排除される。図１に示されるように、追加の留め具５８が、第１の建築構造部材２に対して接続要素６の背面部材９のみを接続する。 Referring to FIG. 2, when the first building structural member 2 is made of cold formed steel, the fastener 4 is preferably an iron screw with a blade. In some variations, the fastener 4 may be a rivet, a screw bolt using a nut, or a lag screw, or a wood screw if the first building member is made of wood. There may be. By using a self-drilling iron screw as the fastener 4, the need for an additional step of drilling a hole in the first building element is eliminated. As shown in FIG. 1, an additional fastener 58 connects only the back member 9 of the connecting element 6 to the first building structure member 2.
図１に示されるように、留め具４及び６４を受けるために、接続要素６の背面部材９が開口部１２を有して形成され、補強材７が開口部５９を有して形成される。さらに、追加の開口部６０が接続要素６の基部２１内に設けられ得る。さらに、追加の開口部６１が補強材７の底面基部内に設けられ得る。これらの開口部６０及び６１は、追加の留め具を必要とする場合又はコンクリートではない異なる材料に対してコネクタを取り付ける場合に、使用される可能性がある。 As shown in FIG. 1, to receive the fasteners 4 and 64, the back member 9 of the connecting element 6 is formed with an opening 12 and the stiffener 7 is formed with an opening 59. . Furthermore, an additional opening 60 can be provided in the base 21 of the connecting element 6. Furthermore, an additional opening 61 can be provided in the bottom base of the reinforcement 7. These openings 60 and 61 may be used when additional fasteners are needed or when the connector is attached to a different material that is not concrete.
第１の建築構造部材２が鋼で作られる場合、コネクタ１が第１の建築構造部材２に対して溶接され得、したがって、背面部材６及び補強材７が開口部１２を有して形成される必要がなく、留め具４が溶接部であってよい。これらの溶接部が、第１の建築構造部材２に対して補強材７及び背面部材９の両方を接続することができる。 When the first building structural member 2 is made of steel, the connector 1 can be welded to the first building structural member 2, so that the back member 6 and the reinforcement 7 are formed with openings 12. The fastener 4 may be a welded portion. These welds can connect both the reinforcing member 7 and the back member 9 to the first building structure member 2.
好ましい実施例の接続要素６が金属薄板から形成される。補強材７の好ましい実施例も鋼薄板から作られる。 The connecting element 6 of the preferred embodiment is formed from a sheet metal. A preferred embodiment of the reinforcement 7 is also made from a steel sheet.
この好ましい実施例が以下のような形で形成される。接続要素６になる半加工品が金属薄板から切断される。接続要素６内の開口部１０及び１２が、半加工品から複数の部分を切り取ることによって形成される。次いで、基部２１から上方に背面部材９を曲げることにより、半加工品が図４に示される概略Ｌ形部材となるように形成される。補強材７が同様に形成される。次いで、補強材７が接続要素６の中に挿入される。 This preferred embodiment is formed in the following manner. The semi-finished product that becomes the connecting element 6 is cut from the sheet metal. Openings 10 and 12 in the connecting element 6 are formed by cutting a plurality of parts from the workpiece. Next, by bending the back member 9 upward from the base portion 21, the semi-processed product is formed to be a substantially L-shaped member shown in FIG. The reinforcing material 7 is formed in the same manner. The reinforcement 7 is then inserted into the connecting element 6.
図２及び図１２に最も良好に示されるように、この好ましい実施例では接続要素６及び補強材７は別個の部材である。この好ましい実施例では、引張力がコネクタ１に対して加えられる場合、補強材７が、接続要素６の基部を下向きで保持することにより、接続要素６に加えられる持ち上げ力に抵抗する。 As best shown in FIGS. 2 and 12, in this preferred embodiment, the connecting element 6 and the stiffener 7 are separate members. In this preferred embodiment, when a tensile force is applied to the connector 1, the stiffener 7 resists the lifting force applied to the connecting element 6 by holding the base of the connecting element 6 downward.
図１２がこの好ましい実施例の典型的な使用を示す。図１２では、第１の建築構造部材２が骨組みの壁の垂直方向スタッド２であり、第２の建築構造部材３がコンクリート基礎３である。本発明はまた、いくつかの用途を挙げると、骨組構造のフロアの間で引張荷重を伝達するのにも、又は、石造壁又はコンクリート壁に対してジョイストを結合させるのにも使用され得る。 FIG. 12 shows a typical use of this preferred embodiment. In FIG. 12, the first building structural member 2 is the vertical stud 2 of the framed wall, and the second building structural member 3 is the concrete foundation 3. The present invention can also be used to transmit tensile loads between frames of a skeleton structure, or to couple a joist against a stone or concrete wall, to name a few applications.
基礎−鋼スタッドの接続装置を形成するためのこの好ましい実施例のコネクタ１の設置が図１２で示されている。最初に、アンカー・ボルト用開口部（ａｎｃｈｏｒ ｂｏｌｔ ｏｐｅｎｉｎｇ）が第２の建築構造部材３内に作られ、第１の構造部材が第２の建築構造部材３内の開口部を基準として配置される。次いで、コネクタ１は、接続要素６の背面部材９が第１の建築構造部材２の垂直方向表面と界接し、補強材が接続要素６に係合された状態で配置される。アンカー部材５が接続要素６内の開口部１０及び補強材７内の開口部１１の中に挿入され、その結果、アンカー部材１５の保持部材１４が補強材７に係合する。 The installation of this preferred embodiment connector 1 to form a foundation-steel stud connection is shown in FIG. First, an anchor bolt opening is made in the second building structural member 3 and the first structural member is arranged with reference to the opening in the second building structural member 3. . The connector 1 is then arranged with the back member 9 of the connection element 6 in contact with the vertical surface of the first building structure member 2 and the reinforcement being engaged with the connection element 6. The anchor member 5 is inserted into the opening 10 in the connecting element 6 and the opening 11 in the reinforcing member 7, and as a result, the holding member 14 of the anchor member 15 is engaged with the reinforcing member 7.
留め具４が、接続要素６内の開口部１２及び補強材７内の開口部５９を通して第１の建築構造部材２の中に押し込まれ、コネクタ１の接続要素６と第１の建築構造部材２との間に締まり嵌めを形成し、接続装置を完成させる。図１に示されるように、冷間成形鋼のボトム・シル（ｂｏｔｔｏｍ ｓｉｌｌ）６５がコネクタ１と第２の建築構造部材３との間に配置される。アンカー部材５がボトム・シル６５に孔を開ける。図２に示されるように、ワッシャ６６がアンカー部材５と共に使用され得る。ワッシャ６６がアンカー部材５の保持部材１４と補強材７の底面基部１５の頂表面１８との間で圧縮される。 The fastener 4 is pushed into the first building structural member 2 through the opening 12 in the connecting element 6 and the opening 59 in the reinforcement 7, so that the connecting element 6 of the connector 1 and the first building structural member 2 are pushed. An interference fit is formed between the two and the connection device is completed. As shown in FIG. 1, a cold-formed steel bottom sill 65 is disposed between the connector 1 and the second building structural member 3. The anchor member 5 makes a hole in the bottom sill 65. As shown in FIG. 2, a washer 66 can be used with the anchor member 5. A washer 66 is compressed between the holding member 14 of the anchor member 5 and the top surface 18 of the bottom base 15 of the reinforcement 7.
１ コネクタ
２ 第１の建築構造部材
３ 第２の建築構造部材
４ 留め具
５ アンカー部材
６ 接続要素
７ 補強材
８ アンカー部材の第１の端部
９ 背面部材
１０ 開口部
１１ 開口部
１２ 開口部
１３ 底端部
１４ 保持部材
１５ 底面基部
１６ 第１の横方向側面部材
１７ 第２の横方向側面部材
１８ 頂表面
１９ 第１の横方向接合部分
２０ 支承表面
２１ 基部
２４ 第１の接合部分
５０ フランジ
５１ 頂表面
５２ 第２の湾曲接合部分
５３ 第２の横方向接合部分
５４ 内側表面
５５ 外側表面
５６ 内側表面
５７ 外側表面
５８ 追加の留め具
５９ 開口部
６０ 追加の開口部
６１ 追加の開口部
６４ 留め具
６５ ボトム・シル
６６ ワッシャ
DESCRIPTION OF SYMBOLS 1 Connector 2 1st building structural member 3 2nd building structural member 4 Fastener 5 Anchor member 6 Connection element 7 Reinforcement material 8 1st edge part of an anchor member 9 Back surface member 10 Opening part 11 Opening part 12 Opening part 13 Bottom end 14 Holding member 15 Bottom base 16 First lateral side member 17 Second lateral side member 18 Top surface 19 First lateral joint portion 20 Bearing surface 21 Base portion 24 First joint portion 50 Flange 51 Top surface 52 Second curved joint portion 53 Second lateral joint portion 54 Inner surface 55 Outer surface 56 Inner surface 57 Outer surface 58 Additional fasteners 59 Openings 60 Additional openings 61 Additional openings 64 Fasteners 65 Bottom sill 66 Washer
Claims (19)
（ａ）前記第２の建築構造部材と、
（ｂ）前記第２の建築構造部材によって保持される１つ又は複数のアンカー部材であって、前記１つ又は複数のアンカー部材の各々が、前記第２の建築構造部材の上方に突出する第１の端部を有している、アンカー部材と、
（ｃ）前記１つ又は複数のアンカー部材の前記第１の端部を受け入れるコネクタであって、
（１）接合部分のところで接合された基部及び背面部材を有する接続要素であって、前記基部は前記背面部材に対して所定の角度で配置され、前記接続要素の前記基部は、前記コネクタを前記第２の建築構造部材に取り付けるために、前記１つ又は複数のアンカー部材を通過させて受け入れる１つ又は複数の開口部を備えて形成される、接続要素、及び
（２）底面基部と、前記底面基部に対して所定の角度で配置された第１の側面部材とを有する別個の補強材であって、前記補強材の前記第１の側面部材が前記接続要素の前記背面部材と界接し、前記補強材の前記底面基部が前記接続要素の前記基部上に載置され、前記補強材が、前記アンカー部材を受け入れるための１つ又は複数の開口部を有して形成され、前記補強材が前記１つ又は複数のアンカー部材に接続される、別個の補強材
を有している、コネクタと、
（ｄ）前記接続要素の前記背面部材と界接する前記第１の建築構造部材と、
（ｅ）前記接続要素の前記背面部材及び前記補強材の前記第１の横方向側面部材の両方によって受けられ、それにより前記接続要素及び前記補強材を前記第１の建築構造部材に接続する１つ又は複数の留め具と
を有する接続装置。 A connection device between a first building structural member and a second building structural member,
(A) the second building structural member;
(B) one or a plurality of anchor members held by the second building structure member, wherein each of the one or more anchor members protrudes above the second building structure member; An anchor member having one end;
(C) a connector for receiving the first end of the one or more anchor members,
(1) A connecting element having a base and a back member joined at a joining portion, wherein the base is disposed at a predetermined angle with respect to the back member, and the base of the connecting element attaches the connector to the connector A connecting element formed with one or more openings for receiving and passing said one or more anchor members for attachment to a second building structural member; and (2) a bottom base; A separate reinforcing member having a first side member disposed at a predetermined angle with respect to the bottom base, wherein the first side member of the reinforcing member is in contact with the back member of the connecting element; The bottom base of the reinforcement is mounted on the base of the connecting element, the reinforcement is formed with one or more openings for receiving the anchor members, and the reinforcement is The one or more A connector having a separate reinforcement connected to the anchor member of
(D) the first building structure member in contact with the back member of the connection element;
(E) 1 received by both the back member of the connection element and the first lateral side member of the reinforcement, thereby connecting the connection element and the reinforcement to the first building structure member 1 Connecting device having one or more fasteners.
（ｂ）前記接続要素の前記基部及び前記背面部材が、前記支承表面の形状に実質的に適合するように、また前記第１の横方向接合部分のところで前記補強材の形状に実質的に適合するように形成される
請求項１に記載の接続装置。 (A) the bottom base of the reinforcing material intersects the first side member at a first lateral joint, and the bottom base of the reinforcing material is formed with a bearing surface; The lateral side member has a selected height;
(B) the base of the connecting element and the back member substantially conform to the shape of the bearing surface and substantially conform to the shape of the reinforcement at the first transverse joint. The connection device according to claim 1, wherein the connection device is formed to be
（ｂ）前記補強材の前記第１の横方向側面部材が外側表面を有し、
（ｃ）前記接続要素の前記背面部材の前記内側表面が、前記第１の横方向側面部材の実質的に前記高さ全体にわたって、前記補強材の前記第１の横方向側面部材の前記外側表面の形状に実質的に適合するように形成される
請求項２に記載の接続装置。 (A) the back member of the connecting element has an inner surface;
(B) the first lateral side member of the reinforcement has an outer surface;
(C) the inner surface of the back member of the connecting element is the outer surface of the first lateral side member of the reinforcement over substantially the entire height of the first lateral side member. The connecting device according to claim 2, wherein the connecting device is formed so as to substantially conform to the shape of the connector.
（ｂ）前記接続要素が、前記背面部材と向かい合う対向フランジを有して形成され、前記接続要素の前記基部及び前記対向フランジが、前記支承表面の形状に実質的に適合するように、また前記第２の横方向接合部分のところで前記補強材の形状に実質的に適合するように形成される
請求項１に記載の接続装置。 (A) The reinforcing member has a second side surface member, the bottom surface base portion of the reinforcing material intersects the second side surface member at a second lateral joint portion, and the bottom surface base portion of the reinforcing material is Formed with a bearing surface, the lateral side member having a selected height;
(B) the connecting element is formed with an opposing flange facing the back member, so that the base and the opposing flange of the connecting element substantially conform to the shape of the bearing surface; The connection device according to claim 1, wherein the connection device is formed so as to substantially conform to a shape of the reinforcing member at a second lateral joint portion.
（ｂ）前記補強材の前記第２の横方向側面部材が外側表面を有し、
（ｃ）前記接続要素の前記対向フランジの前記内側表面が、前記第２の横方向側面部材の前記高さの一部にわたって、前記補強材の前記第２の横方向側面部材の前記外側表面の形状に実質的に適合するように形成される
請求項４に記載の接続装置。 (A) the opposing flange of the connecting element has an inner surface;
(B) the second lateral side member of the reinforcement has an outer surface;
(C) the inner surface of the opposing flange of the connecting element extends over a portion of the height of the second lateral side member over the outer surface of the second lateral side member of the reinforcement. The connecting device according to claim 4, wherein the connecting device is formed so as to substantially conform to a shape.
（ｂ）前記接続要素が、前記背面部材と向かい合う対向フランジを有して形成され、前記接続要素の前記基部及び前記対向フランジが、前記支承表面の形状に実質的に適合するように、また前記第２の横方向接合部分のところで前記補強材の形状に実質的に適合するように形成される
請求項２に記載の接続装置。 (A) The reinforcing member has a second side surface member, the bottom surface base portion intersects with the second side surface member at a second lateral joint portion, and the bottom surface base portion of the reinforcing material has a bearing surface. The lateral side member has a selected height;
(B) the connecting element is formed with an opposing flange facing the back member, so that the base and the opposing flange of the connecting element substantially conform to the shape of the bearing surface; The connection device according to claim 2, wherein the connection device is formed so as to substantially conform to the shape of the reinforcing member at a second lateral joint portion.
（ｂ）前記補強材の前記第２の横方向側面部材が外側表面を有し、
（ｃ）前記接続要素の前記対向フランジの前記内側表面が、前記第２の横方向側面部材の前記高さの一部にわたって、前記補強材の前記第２の横方向側面部材の前記外側表面の形状に実質的に適合するように形成される
請求項６に記載の接続装置。 (A) the opposing flange of the connecting element has an inner surface;
(B) the second lateral side member of the reinforcement has an outer surface;
(C) the inner surface of the opposing flange of the connecting element extends over a portion of the height of the second lateral side member over the outer surface of the second lateral side member of the reinforcement. The connection device according to claim 6, wherein the connection device is formed so as to substantially conform to a shape.
（ｂ）前記接続要素が、前記背面部材と向かい合う対向フランジを有して形成され、前記接続要素の前記基部及び前記対向フランジが、前記支承表面の形状に実質的に適合するように、また前記第２の横方向接合部分のところで前記補強材の形状に実質的に適合するように形成される
請求項３に記載の接続装置。 (A) The reinforcing member has a second side member, the bottom base intersects the second side member at the second lateral joint portion, and the bottom base of the reinforcing member has a bearing surface. The lateral side member has a selected height,
(B) the connecting element is formed with an opposing flange facing the back member, so that the base and the opposing flange of the connecting element substantially conform to the shape of the bearing surface; 4. The connection device according to claim 3, wherein the connection device is formed so as to substantially conform to the shape of the reinforcing member at the second lateral joint portion.
（ｂ）前記補強材の前記第２の横方向側面部材が外側表面を有し、
（ｃ）前記接続要素の前記対向フランジの前記内側表面が、前記第２の横方向側面部材の前記高さの一部にわたって、前記補強材の前記第２の横方向側面部材の前記外側表面の形状に実質的に適合するように形成される
請求項８に記載の接続装置。 (A) the opposing flange of the connecting element has an inner surface;
(B) the second lateral side member of the reinforcement has an outer surface;
(C) the inner surface of the opposing flange of the connecting element extends over a portion of the height of the second lateral side member over the outer surface of the second lateral side member of the reinforcement. The connecting device according to claim 8, wherein the connecting device is formed so as to substantially conform to a shape.
請求項２に記載の接続装置。 The first lateral joint portion where the bottom surface of the bottom base of the reinforcement intersects the outer surface of the first lateral side member is formed with a continuous curved shape. The connection device according to claim 2.
請求項１に記載の接続装置。 The connecting device according to claim 1, wherein the back member of the connecting element is formed with an opening for receiving the fastener.
請求項１に記載の接続装置。 The connection device according to claim 1, wherein an additional fastener connects only the back member of the connection element to the first building structure member.
（ａ）前記第２の建築構造部材と、
（ｂ）前記第２の建築構造部材によって保持される１つ又は複数のアンカー部材であって、前記１つ又は複数のアンカー部材の各々が、前記第２の建築構造部材の上方に突出する第１の端部を有している、アンカー部材と、
（ｃ）前記１つ又は複数のアンカー部材の前記第１の端部を受け入れるコネクタであって、
（１）接合部分のところで接合された基部及び背面部材を有する接続要素であって、前記基部は前記背面部材に対して所定の角度で配置され、前記接続要素の前記基部は、前記コネクタを前記第２の建築構造部材に取り付けるために、前記アンカー部材を通過させて受け入れる１つ又は複数の開口部を備えて形成される、接続要素、及び
（２）底面基部と、前記底面基部に対して所定の角度で配置された第１の側面部材とを有する別個の補強材であって、前記補強材の前記第１の側面部材が前記接続要素の前記背面部材と界接し、前記補強材の前記底面基部が前記接続要素の前記基部上に載置され、前記補強材が、前記１つ又は複数のアンカー部材を受け入れるための１つ又は複数の開口部を有して形成され、前記補強材が前記１つ又は複数のアンカー部材に接続される、別個の補強材
を有している、コネクタと、
（ｄ）前記接続要素の前記背面部材と界接する前記第１の建築構造部材と、
を有し、
（ｅ）前記補強材の前記底面基部が第１の横方向接合部分のところで前記第１の側面部材と交わり、前記補強材の前記底面基部が支承表面を有して形成され、前記第１の横方向側面部材が、選択された高さを有し、
（ｆ）前記接続要素の前記基部及び前記背面部材が、前記支承表面の形状に実質的に適合するように、また前記第１の横方向接合部分ところで前記補強材の形状に実質的に適合するように形成される
接続装置。 A connection device between a first building structural member and a second building structural member,
(A) the second building structural member;
(B) one or a plurality of anchor members held by the second building structure member, wherein each of the one or more anchor members protrudes above the second building structure member; An anchor member having one end;
(C) a connector for receiving the first end of the one or more anchor members,
(1) A connecting element having a base and a back member joined at a joining portion, wherein the base is disposed at a predetermined angle with respect to the back member, and the base of the connecting element attaches the connector to the connector A connecting element formed with one or more openings for receiving the anchor member therethrough for attachment to a second building structural member, and (2) a bottom base and against the bottom base A separate reinforcing member having a first side member disposed at a predetermined angle, wherein the first side member of the reinforcing member is in contact with the back member of the connecting element, and the reinforcing member has the first side member. A bottom base is mounted on the base of the connecting element, the reinforcement is formed with one or more openings for receiving the one or more anchor members, and the reinforcement is The one or more A connector having a separate reinforcement connected to the anchor member of
(D) the first building structure member in contact with the back member of the connection element;
Have
(E) the bottom base of the reinforcing material intersects the first side member at a first lateral joint, and the bottom base of the reinforcing material is formed with a bearing surface; The lateral side member has a selected height;
(F) the base of the connecting element and the back member substantially conform to the shape of the bearing surface and substantially conform to the shape of the reinforcement at the first transverse joint. Connection device formed as follows.
（ｂ）前記補強材の前記第１の横方向側面部材が外側表面を有し、
（ｃ）前記接続要素の前記背面部材の前記内側表面が、前記第１の横方向側面部材の実質的に前記高さ全体にわたって、前記補強材の前記第１の横方向側面部材の前記外側表面の形状に実質的に適合するように形成される
請求項１３に記載の接続装置。 (A) the back member of the connecting element has an inner surface;
(B) the first lateral side member of the reinforcement has an outer surface;
(C) the inner surface of the back member of the connecting element is the outer surface of the first lateral side member of the reinforcement over substantially the entire height of the first lateral side member. The connection device according to claim 13, wherein the connection device is formed so as to substantially conform to the shape of the connector.
（ｂ）前記接続要素が、前記背面部材と向かい合う対向フランジを有して形成され、前記接続要素の前記基部及び前記対向フランジが、前記支承表面の形状に実質的に適合するように、また前記第２の横方向接合部分のところで前記補強材の形状に実質的に適合するように形成される
請求項１３に記載の接続装置。 (A) The reinforcing member has a bottom surface base and a second side surface member, the bottom surface base intersects the second side surface member at a second lateral joint portion, and the bottom surface base portion of the reinforcing material is supported. Formed with a surface, the lateral side member having a selected height,
(B) the connecting element is formed with an opposing flange facing the back member, so that the base and the opposing flange of the connecting element substantially conform to the shape of the bearing surface; 14. The connection device according to claim 13, wherein the connection device is formed to substantially conform to the shape of the reinforcement at the second lateral joint.
（ｂ）前記補強材の前記第２の横方向側面部材が外側表面を有し、
（ｃ）前記接続要素の前記対向フランジの前記内側表面が、前記第２の横方向側面部材の前記高さの一部にわたって、前記補強材の前記第２の横方向側面部材の前記外側表面の形状に実質的に適合するように形成される
請求項１５に記載の接続装置。 (A) the opposing flange of the connecting element has an inner surface;
(B) the second lateral side member of the reinforcement has an outer surface;
(C) the inner surface of the opposing flange of the connecting element extends over a portion of the height of the second lateral side member over the outer surface of the second lateral side member of the reinforcement. The connection device according to claim 15, wherein the connection device is formed so as to substantially conform to a shape.
（ｂ）前記接続要素が、前記背面部材と向かい合う対向フランジを有して形成され、前記接続要素の前記基部及び前記対向するフランジが、前記支承表面の形状に実質的に適合するように、また前記第２の横方向接合部分のところで前記補強材の形状に実質的に適合するように形成される
請求項１４に記載の接続装置。 (A) The reinforcing member has a second side surface member, the bottom surface base portion intersects with the second side surface member at a second lateral joint portion, and the bottom surface base portion of the reinforcing material has a bearing surface. The lateral side member has a selected height;
(B) the connecting element is formed with an opposing flange facing the back member, such that the base of the connecting element and the opposing flange substantially conform to the shape of the bearing surface; 15. The connection device according to claim 14, wherein the connection device is formed so as to substantially conform to the shape of the reinforcement at the second lateral joint portion.
（ｂ）前記補強材の前記第２の横方向側面部材が外側表面を有し、
（ｃ）前記接続要素の前記対向フランジの前記内側表面が、前記第２の横方向側面部材の前記高さの一部にわたって、前記補強材の前記第２の横方向側面部材の前記外側表面の形状に実質的に適合するように形成される
請求項１７に記載の接続装置。 (A) the opposing flange of the connecting element has an inner surface;
(B) the second lateral side member of the reinforcement has an outer surface;
(C) the inner surface of the opposing flange of the connecting element extends over a portion of the height of the second lateral side member over the outer surface of the second lateral side member of the reinforcement. The connection device according to claim 17, wherein the connection device is formed so as to substantially conform to a shape.
請求項１３に記載の接続装置。 14. The connection device according to claim 13, wherein an additional fastener connects only the back member of the connecting element to the first building structure member.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US201562210621P | 2015-08-27 | 2015-08-27 | |
| US62/210,621 | 2015-08-27 |
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| Publication Number | Publication Date |
|---|---|
| JP2017044060A true JP2017044060A (en) | 2017-03-02 |
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ID=58185889
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2016165313A Pending JP2017044060A (en) | 2015-08-27 | 2016-08-26 | Moment resisting kneewall connector |
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| Country | Link |
|---|---|
| JP (1) | JP2017044060A (en) |
| AU (1) | AU2016219648B2 (en) |
| CA (1) | CA2939792C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110761446A (en) * | 2018-07-25 | 2020-02-07 | 北新集团建材股份有限公司 | Mounting structure and mounting method of T-shaped assembly type wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AUPO919997A0 (en) * | 1997-09-15 | 1997-10-09 | Bhp Steel (Jla) Pty Limited | Hold down bracket |
-
2016
- 2016-08-23 CA CA2939792A patent/CA2939792C/en active Active
- 2016-08-25 AU AU2016219648A patent/AU2016219648B2/en active Active
- 2016-08-26 JP JP2016165313A patent/JP2017044060A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110761446A (en) * | 2018-07-25 | 2020-02-07 | 北新集团建材股份有限公司 | Mounting structure and mounting method of T-shaped assembly type wall |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2016219648A1 (en) | 2017-03-16 |
| CA2939792C (en) | 2023-10-03 |
| CA2939792A1 (en) | 2017-02-27 |
| AU2016219648B2 (en) | 2022-01-20 |
| NZ723609A (en) | 2023-08-25 |
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