JP2012117271A - Connector - Google Patents

Connector Download PDF

Info

Publication number
JP2012117271A
JP2012117271A JP2010267424A JP2010267424A JP2012117271A JP 2012117271 A JP2012117271 A JP 2012117271A JP 2010267424 A JP2010267424 A JP 2010267424A JP 2010267424 A JP2010267424 A JP 2010267424A JP 2012117271 A JP2012117271 A JP 2012117271A
Authority
JP
Japan
Prior art keywords
column
metal fitting
lag screw
hanging
metal
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
Application number
JP2010267424A
Other languages
Japanese (ja)
Other versions
JP5567994B2 (en
Inventor
Yoshikuni Okura
義邦 大倉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2010267424A priority Critical patent/JP5567994B2/en
Publication of JP2012117271A publication Critical patent/JP2012117271A/en
Application granted granted Critical
Publication of JP5567994B2 publication Critical patent/JP5567994B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a connector which is excellent in workability when installing a beam and is capable of suppressing a product price as well.SOLUTION: The connector includes a column side lag screw 15 screwed to a side face of a column 41, a beam side lag screw 25 concentric with it and screwed to an end of a beam 51, a receiving metal fitting 11 fixed to the side face of the column 41, a latch 21 paired with it and fixed to the end of the beam 51, and a long bolt 36 inserted in both lag screws 15, 25 to draw the beam 51 to the column 41, etc., and cog parts 12, 22 for preventing fall of the latch 21 are provided on one or both of the receiving metal fitting 11 and the latch 21. Thus, the beam 51 can be temporarily placed on the column 41 standing upright from a foundation or the like to provide excellent workability. Also, in the stage that the beam 51 is temporarily placed, the heights of both lag screws 15, 25 are matched and the long bolt 36 is naturally inserted.

Description

本発明は、柱に梁を据え付けるための連結具に関する。   The present invention relates to a connector for installing a beam on a column.

住宅などの木造建築物の施工方法は様々だが、国内では柱や梁などの棒材を組み上げた木造軸組構法が広く普及しており、他にも、一般にツーバイフォー工法と呼ばれている木造枠組壁構法も普及が進んでいる。また近年は、接着剤などの技術開発に伴い、大断面の集成材が容易に製造できるようになり、これを門形に組み上げた門形フレーム構法も開発され、三階建ての木造住宅など、大型の建築物での利用が期待されている。門形フレーム構法は、内部の柱を省略できるため、広大な室内空間を確保できるなどの利点がある。   There are various methods for constructing wooden buildings such as houses, but in Japan, the wooden frame construction method that assembles bars such as pillars and beams is widespread, and in addition, a wooden framework generally called the two-by-four construction method. Wall construction is also spreading. In recent years, with the development of technology such as adhesives, it has become possible to easily produce laminated wood with a large cross-section, and a gate-shaped frame construction method has been developed that has been assembled into a gate shape, such as a three-story wooden house. Use in large buildings is expected. The portal frame construction method has the advantage that a vast indoor space can be secured because the internal pillars can be omitted.

門形フレーム構法において、柱と梁を連結する手段として、下記特許文献のような技術が開発されている。この技術は、縦材(柱)または横材(梁)のいずれか一方に基本金物を取り付けて、他方に付属金物を取り付けて、各金物の一端側にテーパ部を設けて、他端側に受部を設けて、双方のテーパ部を相手方の受部に嵌め込むことで縦材と横材を一体化するものである。なお両金物を取り付けるため、縦材や横材の内部にはラグスクリューを埋め込んでいる。この技術は、施工の際、基本金物に付属金物を差し込むだけで横材の仮置きが完了するため、重機などの使用時間を短縮でき、しかも金物の一端にテーパ部を設けることで、連結部の隙間をなくすことができ剛性の面でも優れている。   In the portal frame construction method, a technique as described in the following patent document has been developed as a means for connecting a column and a beam. In this technology, basic hardware is attached to either vertical members (columns) or horizontal members (beams), accessory hardware is attached to the other, a taper is provided on one end of each hardware, and the other end is A receiving part is provided, and the longitudinal member and the transverse member are integrated by fitting both tapered parts into the receiving part of the other party. In order to attach both hardware parts, lag screws are embedded inside the vertical and horizontal members. With this technology, the temporary placement of the cross members can be completed simply by inserting the accessory hardware into the basic hardware during construction, so the usage time of heavy machinery and the like can be shortened. The gap can be eliminated, and the rigidity is also excellent.

特開2007−132168号公報JP 2007-132168 A

前記特許文献の図3などには、付属金物を横材に固定するため、横材の側面から留め具(ドリフトピン)を打ち込んでいることが開示されている。この留め具を打ち込むため、付属金物には複数の抜孔を形成する必要があり、その製造コストが増加するほか、留め具を打ち込む作業に手間が掛かるといった指摘を受けることがあった。また両金物を製造する際は、テーパ部の加工や受部の溶接やこれらの精度確保といった工程が必要になり、製品価格の引き下げが難しい。そのため荷重などの制限が比較的緩い場合などには、より安価な製品を使用したいという要望があった。   For example, FIG. 3 of the patent document discloses that a fastener (drift pin) is driven from the side surface of the cross member in order to fix the accessory to the cross member. In order to drive this fastener, it is necessary to form a plurality of holes in the accessory, which increases the manufacturing cost, and it is sometimes pointed out that the operation of driving the fastener takes time. Moreover, when manufacturing both hardwares, processes such as processing of the tapered portion, welding of the receiving portion, and ensuring accuracy thereof are necessary, and it is difficult to reduce the product price. For this reason, there has been a demand to use a cheaper product when the restriction on the load or the like is relatively loose.

本発明はこうした実情を基に開発されたもので、梁を据え付ける際の施工性に優れ、しかも製品価格も抑制可能な連結具の提供を目的としている。   The present invention has been developed on the basis of such circumstances, and an object thereof is to provide a coupler that is excellent in workability when a beam is installed and that can suppress the product price.

前記の課題を解決するための請求項1記載の発明は、柱の側面を貫通する側孔にねじ込まれる柱側ラグスクリューと、梁の端部に設けた横穴にねじ込まれ且つ前記柱側ラグスクリューと同心に配置する梁側ラグスクリューと、前記柱の側面に固定する受け金具と、前記梁の端部に固定して且つ前記受け金具と対になる掛け金具と、前記梁を前記柱に引き寄せる長尺ボルトと、前記受け金具および前記掛け金具を固定するための固定手段と、からなり、前記柱側ラグスクリューには、前記長尺ボルトを挿通可能な中孔を設け、前記梁側ラグスクリューの一端面には、前記長尺ボルトと螺合する雌ネジを設け、前記受け金具および前記掛け金具には、前記長尺ボルトおよび前記固定手段を挿通可能な丸孔を設け、前記受け金具と前記掛け金具のいずれか一方または両方には、略水平方向に突出して前記掛け金具の落下を拘束するアゴ部を設けていることを特徴とする連結具である。   The invention according to claim 1 for solving the above-mentioned problems is a column-side lag screw screwed into a side hole penetrating a side surface of the column, and a column-side lag screw screwed into a lateral hole provided at an end of a beam. A beam-side lag screw disposed concentrically with the beam, a receiving bracket fixed to the side surface of the column, a hanging bracket fixed to the end of the beam and paired with the receiving bracket, and pulling the beam to the column The beam-side lag screw includes a long bolt and a fixing means for fixing the receiving metal fitting and the hanging metal fitting, and the column-side lag screw is provided with a middle hole through which the long bolt can be inserted. A female screw that is screwed into the long bolt is provided on one end surface of the metal plate, and the receiving metal fitting and the hanging metal metal are provided with a round hole through which the long bolt and the fixing means can be inserted. The hanging bracket On one or both or Re is a connector which is characterized in that is provided with a jaw portion to restrain falling of the hanging metal fitting protrudes in a substantially horizontal direction.

本発明は、大断面の木材を門形に組み上げていく門形フレーム構法において、柱と梁をL字状につなぐ箇所で使用する。なお柱の側面に梁の端面を接触させることを前提としており、柱の側面と梁の端部との間に受け金具と掛け金具を挟み込む。さらに柱と梁は、長尺ボルトで一体化するが、これを実現するため、柱と梁にラグスクリューをねじ込んでいる。また受け金具と掛け金具を柱や梁に固定するため、何らかの固定手段を用いている。   The present invention is used at a place where columns and beams are connected in an L shape in a gate-shaped frame construction method in which large cross-section timbers are assembled in a gate shape. It is assumed that the end face of the beam is in contact with the side surface of the column, and a receiving metal fitting and a hanging metal fitting are sandwiched between the side surface of the column and the end of the beam. Furthermore, the column and beam are integrated with long bolts, and in order to achieve this, a lag screw is screwed into the column and beam. In addition, some fixing means is used to fix the receiving metal fitting and the hanging metal fitting to the column or beam.

柱側ラグスクリューと梁側ラグスクリューは、長尺ボルトを差し込むため、柱と梁にねじ込むものである。ラグスクリューは金属製の円柱状で、側周面から凸条が突出しており、これが螺旋状に延びている。凸条が木材の中に食い込むことで、ラグスクリューは木材と強固に一体化するほか、木材の経年変形を拘束することもできる。さらにラグスクリューに軸線方向の荷重が作用した場合、これを凸条全体で木材に伝達するため、木材の割れを防止できる。   The column-side lag screw and the beam-side lag screw are screwed into the column and the beam in order to insert a long bolt. The lag screw has a cylindrical shape made of metal, and protrusions protrude from the side peripheral surface, which extend in a spiral shape. As the ridges bite into the wood, the lag screw is firmly integrated with the wood and can also restrain the aging of the wood. Furthermore, when a load in the axial direction acts on the lag screw, this is transmitted to the wood with the entire ridge, so that cracking of the wood can be prevented.

柱側ラグスクリューは、柱の側面を貫通する側孔にねじ込まれ、また梁側ラグスクリューは、梁の端部を基点とする横穴にねじ込まれるが、柱と梁を連結した際、両ラグスクリューが同心になるように側孔や横穴を加工する。さらに柱側ラグスクリューには、長尺ボルトの軸部を挿通できるよう、両端面を貫通する中孔を設けてあり、対する梁側ラグスクリューには、長尺ボルトと螺合できるよう、一端面の中心に雌ネジを設けてある。   The column-side lag screw is screwed into a side hole that penetrates the side of the column, and the beam-side lag screw is screwed into a horizontal hole starting from the end of the beam. Side holes and side holes are processed so that is concentric. Furthermore, the column side lag screw is provided with an inner hole penetrating both end surfaces so that the shaft portion of the long bolt can be inserted, and the beam side lag screw has one end surface so that it can be screwed with the long bolt. A female screw is provided at the center of the head.

長尺ボルトは、梁を柱に引き寄せて、柱の側面に梁の端面を密着させるためのものである。柱側ラグスクリューと梁側ラグスクリューをそれぞれ柱と梁にねじ込んだ後、長尺ボルトを柱側ラグスクリューの中孔に差し込み、その先端を梁側ラグスクリューの雌ネジに螺合させて締め上げると、梁が柱に引き寄せられて一体化する。このように、ラグスクリューを介して長尺ボルトを差し込むことで、長尺ボルトに発生する軸力は、両ラグスクリューで受け止められ、木材に作用する圧力を緩和できる。なお長尺ボルトは、一組の連結具で二本以上使用することを前提としており、さらに曲げモーメントに対抗するため、梁の上下面近傍に配置することが好ましい。   The long bolt is for pulling the beam to the column and bringing the end face of the beam into close contact with the side surface of the column. Screw the column-side lag screw and beam-side lag screw into the column and beam, respectively, and then insert the long bolt into the center hole of the column-side lag screw and screw the tip of it into the female screw of the beam-side lag screw and tighten it. And the beam is drawn to the pillar and integrated. Thus, by inserting a long volt | bolt via a lag screw, the axial force which generate | occur | produces in a long volt | bolt is received by both lag screws, and can reduce the pressure which acts on wood. The long bolts are premised on the use of two or more long bolts in one set of connectors, and are preferably arranged near the upper and lower surfaces of the beam in order to resist bending moments.

受け金具と掛け金具は、鋼材を帯状に切り出した形状で、対になって柱と梁との境界に挟み込まれて、梁に作用する下向きの荷重を柱に伝達する機能を担う。なお受け金具は、柱の側面に固定されるもので、掛け金具は、梁の端部に固定されるものだが、両金具ともほぼ梁の高さと同等の延長として、上下方向に配置することを前提としている。ただし両金具の横幅は、梁の横幅よりも小さくして、さらに梁の端面の中央に縦溝を加工して、その内部に両金具を埋め込むことが多い。そのほか両金具の背面は、柱や梁にねじ込まれたラグスクリューの端面と接触させることを前提としている。そのため両金具には、所定の位置に丸孔を設けてあり、長尺ボルトを挿通させることができる。   The receiving metal fitting and the hanging metal fitting have a shape in which a steel material is cut into a band shape, and are sandwiched between the pillar and the beam in pairs, and have a function of transmitting a downward load acting on the beam to the column. The bracket is fixed to the side of the column, and the hanging bracket is fixed to the end of the beam, but both brackets should be arranged in the vertical direction as an extension almost equal to the height of the beam. It is assumed. However, the horizontal width of both metal fittings is often made smaller than the horizontal width of the beam, and a vertical groove is machined in the center of the end face of the beam, and both metal fittings are embedded in the inside. In addition, it is assumed that the back surfaces of both metal fittings are brought into contact with end faces of lag screws screwed into columns and beams. Therefore, both metal fittings are provided with round holes at predetermined positions, and long bolts can be inserted therethrough.

アゴ部は、受け金具や掛け金具からほぼ水平方向に突出した部位であり、受け金具と掛け金具が対になった際、相手方の金具に接触することで、掛け金具の落下を防止して、さらに掛け金具に作用する下向きの荷重を受け金具に伝達する機能を担っている。なおアゴ部は、受け金具だけに設ける場合と、掛け金具だけに設ける場合のほか、両方に設ける場合もある。仮に掛け金具だけにアゴ部を設ける場合、その上端部を水平に突出させてアゴ部として、これを受け金具の上端面に接触させる。そのほかアゴ部にある程度の傾斜を持たせて、相手方の金具を密着方向に誘導可能な構成とすることもできる。   The jaw part is a part that protrudes almost horizontally from the receiving bracket and the hanging bracket, and when the receiving bracket and the hanging bracket are paired, contact the other bracket to prevent the hanging bracket from falling, Furthermore, it has a function of receiving a downward load acting on the hanging bracket and transmitting it to the bracket. Note that the jaw portion may be provided only on the receiving bracket, only on the hanging bracket, or on both. If the jaw portion is provided only on the hanging metal fitting, the upper end portion thereof is projected horizontally to form an jaw portion, which is then brought into contact with the upper end surface of the fitting. In addition, the jaw part may be provided with a certain degree of inclination so that the counterpart metal fitting can be guided in the contact direction.

固定手段は、受け金具や掛け金具を柱や梁に取り付けるためのもので、その具体例としては、ボルトやネジ釘が挙げられる。この固定手段は、単に金具を固定できればよい訳ではなく、金具に作用する垂直荷重を受け止め可能な強度が必要で、一個の金具に複数を使用することが多い。仮に固定手段としてボルトを用いる場合、これと螺合する埋設具を柱や梁に埋め込む。埋設具は、円柱状の金属棒やラグスクリューの一端に雌ネジを設けたものである。なおボルトなどの固定手段を差し込むため、両金具には所定の位置に丸孔を設けておく。   The fixing means is for attaching a receiving metal fitting or a hanging metal fitting to a column or beam, and specific examples thereof include bolts and screw nails. This fixing means does not have to be able to simply fix the metal fitting, but needs to be strong enough to receive the vertical load acting on the metal fitting, and a plurality of fixing means are often used for one metal fitting. If a bolt is used as the fixing means, an embedded tool that is screwed with the bolt is embedded in a column or beam. The buried tool is a cylindrical metal bar or a lag screw provided with a female screw at one end. In order to insert fixing means such as bolts, both metal fittings are provided with round holes at predetermined positions.

このように柱と梁の連結具について、受け金具と掛け金具のいずれか一方または両方にアゴ部を設けることで、基礎などから直立する柱に梁を据え付ける際、アゴ部によって梁を仮置きすることができる。さらに梁が仮置きされた際、アゴ部によって柱側ラグスクリューと梁側ラグスクリューの高さが必然的に一致するため、柱側ラグスクリューの中孔と梁側ラグスクリューの雌ネジを容易に同心とすることができ、無理なく長尺ボルトを差し込んで柱と梁を連結できる。   In this way, with regard to the pillar-to-beam connector, by providing the jaw on either or both of the receiving bracket and the hanging bracket, the beam is temporarily placed by the jaw when the beam is installed on the pillar upright from the foundation. be able to. Furthermore, when the beam is temporarily placed, the column side lag screw and the beam side lag screw will inevitably have the same height due to the jaws, so the column side lag screw's inner hole and the beam side lag screw's female thread can be easily It can be concentric, and a column and beam can be connected without difficulty by inserting a long bolt.

請求項2記載の発明は、受け金具と掛け金具の形状に関するもので、受け金具と掛け金具のいずれか一方または両方には、アゴ部の両側面を塞ぎ且つ対になる掛け金具または受け金具を誘導可能な側リブを設けていることを特徴とする。側リブは、L字状に突出するアゴ部の側面とその近傍を短絡するように結ぶ三角形状の鋼板であり、金具の両側面に溶接で取り付けられる。   The invention according to claim 2 relates to the shape of the receiving metal fitting and the hanging metal fitting, and either one or both of the receiving metal fitting and the hanging metal fitting is provided with a hanging metal fitting or receiving metal metal that closes both side surfaces of the jaw portion and is paired. A guideable side rib is provided. The side rib is a triangular steel plate that connects the side surface of the jaw portion protruding in an L shape and the vicinity thereof, and is attached to both side surfaces of the metal fitting by welding.

側リブを左右両側面に設けることで、受け金具と掛け金具を対にする際、相手方の金具が側リブの間に挟み込まれる。そのため両金具の水平方向の変位を解消でき、必然的に柱側ラグスクリューと梁側ラグスクリューが同心にそろい、無理なく長尺ボルトを差し込むことができる。なお側リブは、梁に作用する下向きの荷重を受け止めるものではなく、あくまでも施工時のガイドとして機能するもので、高度の品質管理は不要である。   By providing the side ribs on both the left and right side surfaces, the mating metal fitting is sandwiched between the side ribs when the receiving metal fitting and the hanging metal fitting are paired. Therefore, the horizontal displacement of both metal fittings can be eliminated, and the column-side lag screw and the beam-side lag screw are necessarily aligned so that the long bolt can be inserted without difficulty. The side ribs do not receive the downward load acting on the beam, but serve only as a guide during construction, and do not require high quality control.

請求項1記載の発明のように、ボルトなどの固定手段を用いて受け金具を柱に取り付けて、同様に掛け金具を梁に取り付けて、さらに柱に柱側ラグスクリューをねじ込み、梁に梁側ラグスクリューをねじ込み、双方を長尺ボルトで一体化する連結具において、受け金具と掛け金具のいずれか一方または両方にアゴ部を設けることで、梁の仮置きが可能になり、施工性に優れている。また梁が仮置きされた際、柱側ラグスクリューと梁側ラグスクリューの高さが必然的に一致する。そのため柱側ラグスクリューの中孔と梁側ラグスクリューの雌ネジを容易に同心にそろえることができ、無理なく長尺ボルトを差し込むことができ、この点でも施工性に優れている。   As in the first aspect of the invention, the bracket is attached to the column using a fixing means such as a bolt, the hanging bracket is similarly attached to the beam, the column side lag screw is further screwed into the column, and the beam side is In the coupler that screw in the lag screw and integrate both with long bolts, provision of the jaw on either or both of the receiving bracket and the hanging bracket makes it possible to temporarily place the beam and excels in workability. ing. When the beam is temporarily placed, the height of the column side lag screw and the beam side lag screw inevitably coincide. Therefore, the inner hole of the column-side lag screw and the female screw of the beam-side lag screw can be easily aligned, and a long bolt can be inserted without difficulty, which is also excellent in workability.

さらに両ラグスクリューや長尺ボルトは、汎用品の流用も可能で製品価格を抑制でき、また受け金具や掛け金具も、厚鋼板を切り出して一端を曲げてアゴ部を形成して、側面に丸孔を形成するだけで製造可能で、溶接や切削といった作業を簡素化でき、この点でも製品価格を抑制できる。そのほか本発明は、梁に作用する曲げモーメントを長尺ボルトで受け止めて、梁に作用する下向きの荷重を両金具で受け止めており、連結部に作用する荷重を広範囲に分散することが可能で、柱や梁の経年変形を抑制できる。   In addition, both lag screws and long bolts can be diverted to general-purpose products, and the product price can be reduced. Also, the brackets and hanging brackets are cut out from thick steel plates and bent at one end to form jaws and round on the sides. Manufacture can be performed simply by forming a hole, and operations such as welding and cutting can be simplified. In this respect as well, the product price can be suppressed. In addition, the present invention receives the bending moment acting on the beam with a long bolt and the downward load acting on the beam with both metal fittings, and the load acting on the connecting portion can be dispersed widely. Aging deformation of columns and beams can be suppressed.

請求項2記載の発明のように、アゴ部の両側面を塞ぐように側リブを設けることで、受け金具と掛け金具を対にする際、相手方の金具が側リブの内側に誘導される。そのため、受け金具と掛け金具の水平方向の変位が解消され、支障なく長尺ボルトを差し込むことができ、作業時間の短縮を期待できる。なお側リブの取り付けには溶接作業が必要になるが、側リブ自体に垂直荷重が作用することはなく、高度の品質管理は不要で、製造費用の増加も抑制できる。   As in the second aspect of the invention, by providing the side ribs so as to close both side surfaces of the jaw portion, when the receiving metal fitting and the hanging metal fitting are paired, the counterpart metal fitting is guided inside the side rib. Therefore, the horizontal displacement of the receiving metal fitting and the hanging metal fitting is eliminated, and the long bolt can be inserted without any trouble, so that the working time can be expected to be shortened. Although the side ribs need to be welded, a vertical load is not applied to the side ribs themselves, so that high quality control is unnecessary, and an increase in manufacturing costs can be suppressed.

本発明による連結具の構成例とその使用状態を示す斜視図である。It is a perspective view which shows the structural example of the coupling tool by this invention, and its use condition. 図1の各構成要素を取り付けた後、梁を柱に据え付ける直前の状態を示す斜視図である。FIG. 2 is a perspective view showing a state immediately after mounting each component of FIG. 1 and immediately before installing a beam on a column. 図1の柱と梁を連結した後の中央部の縦断面図である。It is a longitudinal cross-sectional view of the center part after connecting the pillar and beam of FIG. 受け金具を単純な板状とした形態を示す斜視図である。It is a perspective view which shows the form which made the receiving metal fitting the simple plate shape. 固定手段としてネジ釘を用いた形態を示す斜視図である。It is a perspective view which shows the form which used the screw nail as a fixing means. 受け金具と掛け金具のアゴ部に側リブを設けた形態を示す斜視図である。It is a perspective view which shows the form which provided the side rib in the jaw part of the receiving metal fitting and the hanging metal fitting. 受け金具と掛け金具のアゴ部とその周辺の形状例を示す斜視図である。It is a perspective view which shows the example of the shape of the jaw part and its periphery of a receiving metal fitting and a hanging metal fitting.

図1は、本発明による連結具の構成例とその使用状態を示している。この図では、柱41の上部の側面と梁51の端面をL字状に連結しており、長尺ボルト36で梁51を柱41に引き寄せているほか、受け金具11と掛け金具21が接触することで下向きの伝達している。また受け金具11と掛け金具21を取り付けるため、柱41と梁51には埋設具30を埋め込んでいる。   FIG. 1 shows an example of the structure of a connector according to the present invention and how it is used. In this figure, the upper side surface of the column 41 and the end surface of the beam 51 are connected in an L-shape, and the beam 51 is drawn to the column 41 by a long bolt 36, and the receiving metal 11 and the hanging metal 21 are in contact with each other. By transmitting downwards. Further, in order to attach the receiving metal 11 and the hanging metal 21, the embedding tool 30 is embedded in the column 41 and the beam 51.

長尺ボルト36を差し込むため、柱41には二個の柱側ラグスクリュー15をねじ込んでいる。そのため柱41の側面には、両面を貫通する側孔43を上下二箇所に加工してある。柱側ラグスクリュー15は、金属製の円柱状で、その側周面には螺旋状に延びる凸条16が突出しており、これが柱41の中に食い込むことで、柱側ラグスクリュー15が柱41に固定される。なお柱側ラグスクリュー15は、ねじ込みの際に工具を掛けるため一端面を六角形にしてあり、さらに中心には両端を貫通する中孔17を形成してある。   In order to insert the long bolt 36, two column side lag screws 15 are screwed into the column 41. For this reason, side holes 43 penetrating both sides are processed in two places on the side surface of the column 41. The column-side lag screw 15 is a metal columnar shape, and the protruding ridge 16 extending in a spiral shape protrudes on the side circumferential surface thereof. Fixed to. The column-side lag screw 15 has a hexagonal shape on one end surface for applying a tool when screwed, and an inner hole 17 penetrating both ends is formed at the center.

柱41の側面には、柱側ラグスクリュー15のほか、二個の埋設具30を埋め込んでいる。埋設具30は、上下の柱側ラグスクリュー15の間に並んで配置され、受け金具11に作用する垂直荷重を受け止めるためのもので、金属製で単純な円柱状だが、一端面を六角形にしてあり、その中心にネジ穴31を形成してある。なお埋設具30を埋め込むため、柱41の側面には、埋設具30と同径で有底の保持穴44を上下に二個加工してある。   In addition to the column side lag screw 15, two embedded tools 30 are embedded in the side surface of the column 41. The embedding tool 30 is arranged side by side between the upper and lower pillar-side lag screws 15 and is used to receive a vertical load acting on the receiving metal fitting 11 and is a simple columnar shape made of metal. The screw hole 31 is formed in the center. In order to embed the embedding tool 30, two bottomed holding holes 44 having the same diameter as the embedding tool 30 are formed on the side surface of the column 41.

梁51の端面の中央には縦溝52を加工してあり、この中に両金具11、21が収容される。また柱41と同様、梁51の端部には、梁側ラグスクリュー25をねじ込み、さらに埋設具30を埋め込んでおり、縦溝52の奥に横穴53と保持穴54を加工してある。なお横穴53と保持穴54のいずれも有底である。そのほか梁側ラグスクリュー25は、長尺ボルト36を螺合できるよう一端の中心に雌ネジ27を形成してある。   A longitudinal groove 52 is machined in the center of the end face of the beam 51, and both the metal fittings 11 and 21 are accommodated therein. Similarly to the column 41, the beam side lag screw 25 is screwed into the end portion of the beam 51, and the embedment tool 30 is embedded, and the horizontal hole 53 and the holding hole 54 are processed in the depth of the vertical groove 52. Both the horizontal hole 53 and the holding hole 54 are bottomed. In addition, the beam-side lag screw 25 is formed with a female screw 27 at the center of one end so that the long bolt 36 can be screwed together.

受け金具11と掛け金具21は、帯状の厚鋼板の一端を突出させてアゴ部12、22を形成したもので、L字状の外観となっており、この図の受け金具11と掛け金具21は同一形状で、上下を反転して使用している。個々のアゴ部12、22が相手方の金具21、11の端面に接触することで、掛け金具21の落下を防止することができる。さらに両金具11、21は、固定手段であるボルト33を介して埋設具30に固定され、その背面が柱41の側面や縦溝52の奥に接触する。   The receiving metal 11 and the hanging metal 21 are formed by projecting one end of a strip-shaped thick steel plate to form the jaw portions 12 and 22 and have an L-shaped appearance. The receiving metal 11 and the hanging metal 21 shown in FIG. Are the same shape and are used upside down. Since the individual jaw portions 12 and 22 come into contact with the end surfaces of the counterpart metal fittings 21 and 11, the hanging metal fitting 21 can be prevented from falling. Furthermore, both the metal fittings 11 and 21 are fixed to the embedding tool 30 via bolts 33 which are fixing means, and the back surfaces thereof are in contact with the side surfaces of the columns 41 and the back of the vertical grooves 52.

図のように、受け金具11と掛け金具21は、縦長の状態で柱41と梁51の境界に組み込まれ、その全長は、梁51の高さよりもわずかに短くしている。そのほか、長尺ボルト36やボルト33を挿通できるよう、両金具11、21には丸孔13、14、23、24を設けている。なお、ボルト33を差し込むための丸孔14、24は、ボルト33の頭部を収容できるよう、内径が途中で変化している。   As shown in the figure, the receiving metal 11 and the hanging metal 21 are incorporated in the boundary between the column 41 and the beam 51 in a vertically long state, and the total length thereof is slightly shorter than the height of the beam 51. In addition, round holes 13, 14, 23, and 24 are provided in the metal fittings 11 and 21 so that the long bolt 36 and the bolt 33 can be inserted. In addition, the round holes 14 and 24 for inserting the bolt 33 have an inner diameter that changes in the middle so that the head of the bolt 33 can be accommodated.

柱側ラグスクリュー15と梁側ラグスクリュー25は、柱41と梁51を連結した状態で同心となる必要があり、これらをねじ込むための側孔43や横穴53は、精度良く加工する必要がある。また受け金具11と掛け金具21を取り付けるための保持穴44、54も、梁51の架設高さに誤差が生じないよう、精度良く加工する必要がある。なお埋設具30は、柱41側と梁51側で同心にそろえる必要はないが、この図では同心としている。   The column side lag screw 15 and the beam side lag screw 25 need to be concentric in a state where the column 41 and the beam 51 are connected, and the side hole 43 and the side hole 53 for screwing them need to be processed with high accuracy. . Also, the holding holes 44 and 54 for attaching the receiving metal 11 and the hanging metal 21 need to be processed with high accuracy so that no error occurs in the installation height of the beam 51. The buried tool 30 does not need to be concentric on the column 41 side and the beam 51 side, but is concentric in this figure.

図2は、図1の各構成要素を取り付けた後、梁51を柱41に据え付ける直前の状態を示している。柱41の内部には柱側ラグスクリュー15がねじ込まれており、さらに埋設具30が埋め込まれている。また受け金具11は、アゴ部12を下にしており、埋設具30と螺合しているボルト33によって、柱41の側面に固定されている。なおこの状態において、受け金具11の丸孔13と柱側ラグスクリュー15は同心になっており、長尺ボルト36を挿通することができる。   FIG. 2 shows a state immediately after mounting the components shown in FIG. A column side lag screw 15 is screwed into the column 41, and an embedded tool 30 is embedded therein. The metal fitting 11 is fixed to the side surface of the column 41 with a bolt 33 that is screwed into the embedding tool 30 with the jaw portion 12 facing downward. In this state, the round hole 13 of the metal fitting 11 and the column side lag screw 15 are concentric, and the long bolt 36 can be inserted.

梁51についても同様、縦溝52の奥には梁側ラグスクリュー25がねじ込まれており、さらに埋設具30が埋め込まれている。また縦溝52の中には、アゴ部22を上にして掛け金具21が固定されている。このように柱41に受け金具11を固定して、梁51に掛け金具21を固定した後、柱41を基礎などに据え付ける。次に、梁51を吊り上げて双方のアゴ部22、12を相手方の金具11、21の端面に接触させると、梁51が両金具11、21を介して仮置きされた状態になる。その後、柱41の側面と梁51の側面との変位を取り除き、柱41から梁51に向けて長尺ボルト36を差し込んで締め上げると、梁51が柱41に引き寄せられ、梁51の据え付けが完了する。   Similarly for the beam 51, the beam side lag screw 25 is screwed into the depth of the vertical groove 52, and the embedding tool 30 is embedded. In addition, the metal fitting 21 is fixed in the vertical groove 52 with the jaw portion 22 facing upward. Thus, after fixing the receiving metal 11 to the column 41 and fixing the hanging metal 21 to the beam 51, the column 41 is installed on the foundation or the like. Next, when the beam 51 is lifted and the both jaws 22 and 12 are brought into contact with the end surfaces of the counterpart metal fittings 11 and 21, the beam 51 is temporarily placed via the metal fittings 11 and 21. After that, when the displacement between the side surface of the column 41 and the side surface of the beam 51 is removed, and the long bolt 36 is inserted and tightened from the column 41 toward the beam 51, the beam 51 is pulled toward the column 41, and the beam 51 is installed. Complete.

図3は、図1の柱41と梁51を連結した後の中央部の縦断面を示している。このように柱41と梁51の中央部では、縦溝52の中に受け金具11と掛け金具21が収容されている。しかし縦溝52よりも外側では、梁51の端面が柱41の側面に接触している。また掛け金具21の下端面は、受け金具11のアゴ部12に接触しており、さらに掛け金具21のアゴ部22は、受け金具11の上端面に接触しており、梁51に作用する下向きの荷重は、両アゴ部12、22を介して柱41に伝達される。   FIG. 3 shows a longitudinal section of the central part after the column 41 and the beam 51 of FIG. 1 are connected. As described above, the receiving metal 11 and the hanging metal 21 are accommodated in the vertical groove 52 at the center of the column 41 and the beam 51. However, outside the vertical groove 52, the end surface of the beam 51 is in contact with the side surface of the column 41. Further, the lower end surface of the hanging bracket 21 is in contact with the jaw portion 12 of the receiving bracket 11, and the jaw portion 22 of the hanging bracket 21 is in contact with the upper end surface of the receiving bracket 11, and is directed downwardly acting on the beam 51. The load is transmitted to the column 41 via both jaw portions 12 and 22.

受け金具11と掛け金具21は、ボルト33と埋設具30によって柱41や梁51に固定されており、両金具11、21に作用する垂直荷重は、埋設具30が受け止めている。なお埋設具30は、保持穴44、54との摩擦だけで柱41や梁51の中に固定されているが、施工後は軸線方向に荷重が作用することはなく、強度上の問題はない。   The receiving metal 11 and the hanging metal 21 are fixed to the column 41 and the beam 51 by the bolt 33 and the embedded tool 30, and the embedded tool 30 receives the vertical load acting on both the metal parts 11 and 21. The buried tool 30 is fixed in the column 41 and the beam 51 only by friction with the holding holes 44 and 54, but no load is applied in the axial direction after construction, and there is no problem in strength. .

柱側ラグスクリュー15と梁側ラグスクリュー25は、その中心に差し込まれた長尺ボルト36で一体化されている。長尺ボルト36を締め上げることで、受け金具11と掛け金具21を挟んで両ラグスクリュー15、25が引き寄せ合い、これら金属部品の接触によって連結部の剛性を維持している。また両ラグスクリュー15、25に作用する引張荷重は、凸条16、26を介して柱41や梁51に伝達していく。そのため柱41や梁51に過大な圧力が作用することを防止でき、その経年変形が抑制される。   The column side lag screw 15 and the beam side lag screw 25 are integrated by a long bolt 36 inserted in the center thereof. By tightening the long bolt 36, the lug screws 15 and 25 are attracted with the receiving metal 11 and the hanging metal 21 being sandwiched, and the rigidity of the connecting portion is maintained by the contact of these metal parts. Further, the tensile load acting on both the lag screws 15 and 25 is transmitted to the column 41 and the beam 51 through the ridges 16 and 26. Therefore, it is possible to prevent an excessive pressure from acting on the column 41 and the beam 51, and the secular deformation is suppressed.

図4は、受け金具11を単純な板状とした形態を示している。この図の構成は図1とほぼ同じだが、受け金具11は単純な板状として、アゴ部22は掛け金具21の上端だけに設けてある。梁51を仮置きする際は、このアゴ部22が受け金具11の上端面に接触する。また埋設具32は、図1のような単純な円柱状ではなく、側周面に凸条34を形成したラグスクリュー状として、ボルト33を差し込む際、保持穴44、54からの引き抜けを防止している。なお埋設具32に過大な引張荷重が作用することはなく、その全長は柱側ラグスクリュー15などよりも抑制してある。   FIG. 4 shows a form in which the receiving metal 11 is a simple plate. The configuration of this figure is almost the same as that of FIG. 1, but the receiving metal 11 is a simple plate and the jaw portion 22 is provided only at the upper end of the hanging metal 21. When the beam 51 is temporarily placed, the jaw portion 22 contacts the upper end surface of the metal fitting 11. In addition, the burying tool 32 is not a simple columnar shape as shown in FIG. 1 but a lag screw shape in which a ridge 34 is formed on the side peripheral surface, and when the bolt 33 is inserted, it is prevented from being pulled out from the holding holes 44 and 54. is doing. It should be noted that an excessive tensile load does not act on the burying tool 32, and the overall length is suppressed more than the column side lag screw 15 or the like.

図5は、固定手段としてネジ釘35を用いた形態を示している。受け金具11や掛け金具21に作用する垂直荷重を受け止めるには、図1のような円柱状の埋設具30を柱41や梁51に埋め込んで、荷重を広範囲に分散させることが多い。しかし梁51に作用する荷重が比較的小さい場合などには、構造を簡素化するため、固定手段としてネジ釘35などを使用することもある。この図では垂直荷重に対抗できるよう、それぞれの側に三本のネジ釘35を使用している。また両金具11、21には、ネジ釘35を挿通できるよう丸孔14、24を形成してある。丸孔14、24は、途中で内径が変化しており、ネジ釘35の頭部を埋め込むことができる。   FIG. 5 shows a form using screw nails 35 as fixing means. In order to receive a vertical load acting on the metal fitting 11 and the hanging metal 21, a columnar burying tool 30 as shown in FIG. 1 is often embedded in the column 41 and the beam 51, and the load is often distributed over a wide range. However, when the load acting on the beam 51 is relatively small, a screw nail 35 or the like may be used as a fixing means in order to simplify the structure. In this figure, three screw nails 35 are used on each side so as to resist vertical loads. Moreover, the round holes 14 and 24 are formed in both the metal fittings 11 and 21 so that the screw nail 35 can be penetrated. The inner diameters of the round holes 14 and 24 change midway, and the heads of the screw nails 35 can be embedded.

そのほか、この図の掛け金具21は単純な板状としてあり、アゴ部12は受け金具11の下端だけに設けてある。なお柱41には二個の柱側ラグスクリュー15をねじ込み、梁51にも二個の梁側ラグスクリュー25をねじ込み、長尺ボルト36でこれらを引き寄せる点は、図1などと全く同じである。この図のように、固定手段としてネジ釘35を用いることで、埋設具30などが不要になり、より一段とコストダウンが実現する。   In addition, the hanging bracket 21 in this figure has a simple plate shape, and the jaw portion 12 is provided only at the lower end of the receiving bracket 11. The two column side lag screws 15 are screwed into the column 41, the two beam side lag screws 25 are also screwed into the beam 51, and these are pulled together by the long bolts 36, which is exactly the same as in FIG. . As shown in this figure, by using the screw nails 35 as the fixing means, the burying tool 30 or the like is not necessary, and the cost can be further reduced.

図6は、受け金具11と掛け金具21のアゴ部12、22に側リブ19、29を設けた形態を示している。アゴ部12、22を利用して梁51を仮置きした後、長尺ボルト36を差し込む際は、受け金具11と掛け金具21との水平方向の変位を除去する作業が必要になる。この作業を簡素化するため、アゴ部12、22の両側面に板状の側リブ19、29を取り付けて、対になる金具21、11の先端がこの中に入り込むことで、両金具11、21の水平方向の変位を解消できる。なお側リブ19、29の間に相手が入り込む際を考慮して、両金具11、21とも、アゴ部12、22の反対側には、側部を斜めに削った斜面18、28を設けて、先端をクサビ状としている。   FIG. 6 shows a form in which the side ribs 19 and 29 are provided on the jaw portions 12 and 22 of the receiving metal 11 and the hanging metal 21. After the beam 51 is temporarily placed using the jaws 12 and 22, when inserting the long bolt 36, it is necessary to remove the horizontal displacement between the receiving metal 11 and the hanging metal 21. In order to simplify this work, plate-like side ribs 19 and 29 are attached to both side surfaces of the jaw parts 12 and 22, and the tips of the pair of metal fittings 21 and 11 enter into the metal parts 11, 21 horizontal displacements can be eliminated. In consideration of the other party entering between the side ribs 19 and 29, both the metal fittings 11 and 21 are provided with slopes 18 and 28 whose side portions are cut obliquely on the opposite side of the jaw portions 12 and 22, respectively. The tip has a wedge shape.

側リブ19、29は、溶接で取り付けられているが、これに垂直荷重が作用することはなく、柱41と梁51が連結された後は、何らの機能も発揮しない。そのため側リブ19、29は、施工時に斜面18、28を誘導可能な強度を有していればよい。なお柱41と梁51にラグスクリュー15、25をねじ込み、二本の長尺ボルト36で柱41と梁51を連結している点や、柱41と梁51の双方に二個の埋設具30を埋め込んでいる点は、図1などと同じである。   Although the side ribs 19 and 29 are attached by welding, a vertical load does not act on them, and after the column 41 and the beam 51 are connected, no function is exhibited. Therefore, the side ribs 19 and 29 only need to have a strength capable of guiding the slopes 18 and 28 during construction. Note that the lug screws 15 and 25 are screwed into the column 41 and the beam 51 and the column 41 and the beam 51 are connected by the two long bolts 36, or two embedded tools 30 are provided on both the column 41 and the beam 51. Is embedded in the same way as FIG.

図7は、受け金具11と掛け金具21のアゴ部12、22とその周辺の形状例を示している。受け金具11のアゴ部12は、曲げ角度を大きくして上向きに突出させている。このアゴ部12に接触する掛け金具21の下端面は、単純な水平面ではなく斜面38としてあり、これがアゴ部12に接触した際、両金具11、21を密着させることができる。次に掛け金具21のアゴ部22は、上端の中央部だけを水平方向に突出させており、また受け金具11の上面には、このアゴ部22が嵌まり込む凹部37を形成してある。凹部37は、アゴ部22を円滑に受け入れるため、上方が大きく開いた形状になっており、アゴ部22が凹部37に嵌まり込む際、必然的に両金具11、21の水平方向の変位をなくすことができる。   FIG. 7 shows an example of the shape of the jaws 12 and 22 of the receiving metal 11 and the hanging metal 21 and the periphery thereof. The jaw portion 12 of the metal fitting 11 protrudes upward with a large bending angle. The lower end surface of the metal fitting 21 that comes into contact with the jaw portion 12 is not a simple horizontal plane but a slope 38, and when this comes into contact with the jaw portion 12, both the metal fittings 11 and 21 can be brought into close contact with each other. Next, as for the jaw part 22 of the hanging metal fitting 21, only the center part of the upper end protrudes in the horizontal direction, and a concave part 37 into which the jaw part 22 is fitted is formed on the upper surface of the receiving metal fitting 11. The concave portion 37 has a shape in which the upper portion is widely opened in order to smoothly receive the jaw portion 22. When the jaw portion 22 is fitted into the concave portion 37, the horizontal displacement of both the metal fittings 11, 21 is inevitably caused. Can be eliminated.

この図では、柱41と梁51のいずれとも、埋設具30を一個だけ埋め込んでいる。そのため施工時には、各金具11、21が埋設具30を原点として回転する恐れがある。これを防止するため、固定手段としてボルト33のほか、単純な釘39を併用している。な丸孔14は、用途によって形状が異なる。そのほか柱41と梁51を二本の長尺ボルト36で連結している点は、図1などと同じである。   In this figure, only one embedding tool 30 is embedded in both the column 41 and the beam 51. Therefore, at the time of construction, there is a possibility that the metal fittings 11 and 21 rotate with the embedded tool 30 as the origin. In order to prevent this, a simple nail 39 is used in combination with the bolt 33 as a fixing means. The round hole 14 has a different shape depending on the application. In addition, the point that the column 41 and the beam 51 are connected by two long bolts 36 is the same as FIG.

11 受け金具
12 アゴ部(受け金具)
13 丸孔(受け金具、長尺ボルト用)
14 丸孔(受け金具、固定手段用)
15 柱側ラグスクリュー
16 凸条(柱側ラグスクリュー)
17 中孔(柱側ラグスクリュー)
18 斜面(受け金具)
19 側リブ(受け金具)
21 掛け金具
22 アゴ部(掛け金具)
23 丸孔(掛け金具、長尺ボルト用)
24 丸孔(掛け金具、固定手段用)
25 梁側ラグスクリュー
26 凸条(梁側ラグスクリュー)
27 雌ネジ(梁側ラグスクリュー)
28 斜面(掛け金具)
29 側リブ(掛け金具)
30 埋設具(円柱状)
31 ネジ穴(埋設具)
32 埋設具(ラグスクリュー状)
33 ボルト(固定手段)
34 凸条(埋設具)
35 ネジ釘(固定手段)
36 長尺ボルト
37 凹部
38 斜面(掛け金具の下面)
39 釘(固定手段)
41 柱
43 側孔
44 保持穴(柱)
51 梁
52 縦溝
53 横穴
54 保持穴(梁)
11 Bracket 12 Jaw part (bracket)
13 Round hole (for metal fittings and long bolts)
14 Round hole (for metal fittings and fixing means)
15 Column side lag screw 16 ridge (column side lag screw)
17 Medium hole (column side lag screw)
18 Slope (back bracket)
19 Side rib (receiving bracket)
21 hanging bracket 22 jaw (hanging bracket)
23 Round hole (for hooks and long bolts)
24 round holes (for metal fittings and fixing means)
25 Beam side lag screw 26 Projection (beam side lag screw)
27 Female thread (beam side lag screw)
28 Slope (hanging bracket)
29 side rib (hanging bracket)
30 buried tool (cylindrical)
31 Screw hole (burial tool)
32 Buried tools (lag screw type)
33 bolts (fixing means)
34 Convex strip (burial)
35 Screw nails (fixing means)
36 Long bolt 37 Recess 38 Slope (underside of hanging bracket)
39 Nails (fixing means)
41 Pillar 43 Side hole 44 Holding hole (pillar)
51 Beam 52 Vertical groove 53 Horizontal hole 54 Holding hole (beam)

Claims (2)

柱(41)の側面を貫通する側孔(43)にねじ込まれる柱側ラグスクリュー(15)と、
梁(51)の端部に設けた横穴(53)にねじ込まれ且つ前記柱側ラグスクリュー(15)と同心に配置する梁側ラグスクリュー(25)と、
前記柱(41)の側面に固定する受け金具(11)と、
前記梁(51)の端部に固定して且つ前記受け金具(11)と対になる掛け金具(21)と、
前記梁(51)を前記柱(41)に引き寄せる長尺ボルト(36)と、
前記受け金具(11)および前記掛け金具(21)を固定するための固定手段(33、35、39)と、
からなり、
前記柱側ラグスクリュー(15)には、前記長尺ボルト(36)を挿通可能な中孔(17)を設け、
前記梁側ラグスクリュー(25)の一端面には、前記長尺ボルト(36)と螺合する雌ネジ(27)を設け、
前記受け金具(11)および前記掛け金具(21)には、前記長尺ボルト(36)および前記固定手段(33、35、39)を挿通可能な丸孔(13、14、23、24)を設け、
前記受け金具(11)と前記掛け金具(21)のいずれか一方または両方には、略水平方向に突出して前記掛け金具(21)の落下を防止するアゴ部(12、22)を設けていることを特徴とする連結具。
A column side lag screw (15) screwed into a side hole (43) penetrating the side surface of the column (41);
A beam side lag screw (25) screwed into a lateral hole (53) provided at an end of the beam (51) and disposed concentrically with the column side lag screw (15);
A metal fitting (11) fixed to the side surface of the column (41);
A hanging metal fitting (21) fixed to the end of the beam (51) and paired with the receiving metal fitting (11),
A long bolt (36) for pulling the beam (51) to the column (41);
Fixing means (33, 35, 39) for fixing the receiving metal fitting (11) and the hanging metal fitting (21);
Consists of
The column side lag screw (15) is provided with an inner hole (17) into which the long bolt (36) can be inserted,
On one end surface of the beam side lag screw (25), a female screw (27) to be screwed with the long bolt (36) is provided,
The receiving metal fitting (11) and the hanging metal fitting (21) have round holes (13, 14, 23, 24) into which the long bolt (36) and the fixing means (33, 35, 39) can be inserted. Provided,
One or both of the receiving metal fitting (11) and the hanging metal fitting (21) are provided with jaw portions (12, 22) that protrude in a substantially horizontal direction and prevent the hanging metal fitting (21) from dropping. A connector characterized by that.
前記受け金具(11)と前記掛け金具(21)のいずれか一方または両方には、前記アゴ部(12、22)の両側面を塞ぎ且つ対になる前記掛け金具(21)または前記受け金具(11)を誘導可能な側リブ(19、29)を設けていることを特徴とする請求項1記載の連結具。
Either one or both of the receiving metal fitting (11) and the hanging metal fitting (21) may be formed by closing the both side surfaces of the jaw portion (12, 22) and pairing the hanging metal fitting (21) or the receiving metal fitting ( 11. The coupling device according to claim 1, further comprising side ribs (19, 29) capable of guiding 11).
JP2010267424A 2010-11-30 2010-11-30 Connector Expired - Fee Related JP5567994B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010267424A JP5567994B2 (en) 2010-11-30 2010-11-30 Connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010267424A JP5567994B2 (en) 2010-11-30 2010-11-30 Connector

Publications (2)

Publication Number Publication Date
JP2012117271A true JP2012117271A (en) 2012-06-21
JP5567994B2 JP5567994B2 (en) 2014-08-06

Family

ID=46500425

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010267424A Expired - Fee Related JP5567994B2 (en) 2010-11-30 2010-11-30 Connector

Country Status (1)

Country Link
JP (1) JP5567994B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012237104A (en) * 2011-05-10 2012-12-06 Yoshikuni Okura Connection structure
JP2015001090A (en) * 2013-06-14 2015-01-05 義憲 大倉 Connecting structure and assembled fittings used for the same
WO2015068710A1 (en) * 2013-11-06 2015-05-14 大倉 憲峰 Joint structure
JP2016070022A (en) * 2014-10-01 2016-05-09 義邦 大倉 Connecting structure
JP2017186785A (en) * 2016-04-05 2017-10-12 大倉 憲峰 Connection structure
JP2019196670A (en) * 2018-05-11 2019-11-14 株式会社大林組 Joining structure

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08312009A (en) * 1995-05-19 1996-11-26 Kunimatsu Koken Kk Connecting fittings for building material and connecting device
JPH08321009A (en) * 1995-05-24 1996-12-03 Yamaha Corp Method for working magnetic head
JP2007032117A (en) * 2005-07-27 2007-02-08 Grand Form:Kk Fastener
JP2010007428A (en) * 2008-06-30 2010-01-14 Yoshikuni Okura Fastening hardware

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08312009A (en) * 1995-05-19 1996-11-26 Kunimatsu Koken Kk Connecting fittings for building material and connecting device
JPH08321009A (en) * 1995-05-24 1996-12-03 Yamaha Corp Method for working magnetic head
JP2007032117A (en) * 2005-07-27 2007-02-08 Grand Form:Kk Fastener
JP2010007428A (en) * 2008-06-30 2010-01-14 Yoshikuni Okura Fastening hardware

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012237104A (en) * 2011-05-10 2012-12-06 Yoshikuni Okura Connection structure
JP2015001090A (en) * 2013-06-14 2015-01-05 義憲 大倉 Connecting structure and assembled fittings used for the same
WO2015068710A1 (en) * 2013-11-06 2015-05-14 大倉 憲峰 Joint structure
JP2015110881A (en) * 2013-11-06 2015-06-18 大倉 憲峰 Connection structure
JP2016070022A (en) * 2014-10-01 2016-05-09 義邦 大倉 Connecting structure
JP2017186785A (en) * 2016-04-05 2017-10-12 大倉 憲峰 Connection structure
JP2019196670A (en) * 2018-05-11 2019-11-14 株式会社大林組 Joining structure
JP7052547B2 (en) 2018-05-11 2022-04-12 株式会社大林組 Joint structure

Also Published As

Publication number Publication date
JP5567994B2 (en) 2014-08-06

Similar Documents

Publication Publication Date Title
JP5567994B2 (en) Connector
JP5430497B2 (en) Fastener
JP6106512B2 (en) Connector
JP5606410B2 (en) Fastener
US5845453A (en) Jointing metal fitting for buildings
JP6403453B2 (en) Connected structure
JP2012136912A (en) Connection structure
JP5542117B2 (en) Connector
JP5002428B2 (en) Fastener
JP2007218043A (en) Joint securing structure of wooden building, fitting for joint securing structure, column base structure, fitting for column base structure, column-beam joint structure, and fitting for column-beam joint structure
JP3209111U (en) Vertical frame material and steel house
JP5385314B2 (en) Connected structure
JP6506038B2 (en) Connected structure
JP2016070022A (en) Connecting structure
JP5171552B2 (en) Column and beam joint structure
JP2006307568A (en) Structure and method for joining beam and column together
JP5415464B2 (en) Connected structure
JP6550164B2 (en) Connected structure
JP6503314B2 (en) Connected structure
JP5946271B2 (en) Column base / column head joint set hardware and column base / column head joint structure
JP2023040973A (en) connector
JP5126692B2 (en) Joining structure between wooden frame and steel beam and method for bonding wooden frame and steel beam
JP2011032824A (en) Fastening structure of member
JP5707455B2 (en) Fastening structure for members
JP4949194B2 (en) Fastener

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20120810

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20130812

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20130827

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20131025

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20140610

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20140620

R150 Certificate of patent or registration of utility model

Ref document number: 5567994

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees