JPH01310036A - Structural hardware for building - Google Patents

Structural hardware for building

Info

Publication number
JPH01310036A
JPH01310036A JP13828888A JP13828888A JPH01310036A JP H01310036 A JPH01310036 A JP H01310036A JP 13828888 A JP13828888 A JP 13828888A JP 13828888 A JP13828888 A JP 13828888A JP H01310036 A JPH01310036 A JP H01310036A
Authority
JP
Japan
Prior art keywords
plate
connecting plate
bolt
holding part
hardware
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.)
Pending
Application number
JP13828888A
Other languages
Japanese (ja)
Inventor
Yoshihiro Shiotani
嘉宏 塩谷
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.)
Shokusan Jutaku Sogo Co Ltd
Original Assignee
Shokusan Jutaku Sogo Co Ltd
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 Shokusan Jutaku Sogo Co Ltd filed Critical Shokusan Jutaku Sogo Co Ltd
Priority to JP13828888A priority Critical patent/JPH01310036A/en
Publication of JPH01310036A publication Critical patent/JPH01310036A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To simplify the connection work by providing a nut arranging opening on the inner end side of a cylinder fitted at the center of one end edge of a connecting plate, inserting a bolt penetrating a horizontal member into the cylinder, and inserting a pin penetrating a pillar into the pin hole of the connecting plate. CONSTITUTION:A cylinder 12 to be inserted with a bolt 4 is fixed at the center of one end edge of a nearly rectangular connecting plate 11 with nearly the pillar width. An opening 13 to be arranged with a nut 10 is provided on the inner end side of the cylinder 12, a pin hole 15 to be inserted with a pin 14 is bored on the connecting plate 11. The bolt 4 inserted into the cylinder 12 is inserted into a bolt hole 5 penetrating a horizontal member 2, the connecting plate 11 is coupled with a fissure groove 17 formed from the butt end face of a pillar 3 and a cylinder coupling hole 16, the pin 14 to be inserted into the pin hole 15 is inserted through a pin insertion hole 19 bored on the side face of the pillar 3. A structural hardware A allowing the connection work simply and surely can be obtained.

Description

【発明の詳細な説明】 (産業−1−の利用分野) 本発明は木造建物のNIt造用金物に関し、特に、柱、
横架材、及び筋違等からなる構造材の軸組を緊結するに
際し仕口として用いる金物に関するものである。
Detailed Description of the Invention (Field of Application of Industry-1-) The present invention relates to NIT hardware for wooden buildings, and in particular, to pillars,
This invention relates to hardware used as a joint when tightening frameworks of structural materials such as horizontal members and braces.

(従来技術) 従来、木造建物の軸組に用いる金物は構造材の継手、仕
口の接合を強化する補強金物である。この補強金物は例
えば平金物、短尺金物、筋違金物、羽子板ボルト金物等
であって、柱と梁、乃至胴差の大入れほぞ差し等の仕口
を加工場で刻設したのち、建築現場に搬入して建て組み
し、それから柱、胴差の外面に補強金物を当てがってさ
か目釘、ボルトなどでこれを取り付けるものである。
(Prior Art) Conventionally, the metal fittings used in the framework of wooden buildings are reinforcing metal fittings that strengthen joints of structural members and joints. This reinforcing hardware is, for example, flat hardware, short hardware, bracing hardware, battledore bolt hardware, etc., and after carving joints such as large mortises for columns and beams or body differences at the processing factory, they are used at the construction site. The building is then brought in and erected, and then reinforcing hardware is applied to the outside of the pillars and girders, and these are attached with slanted nails, bolts, etc.

(発明が解決しようとする課題) しかしながら、従来の金物にあっては構造材の仕口部分
の外面に当てがわれているので材芯から偏位しており、
例えば建物に水平外力が負荷され柱に引抜力が作用した
とき柱はねじり回転し、刻設した仕口は損傷離脱する危
険性がある。
(Problem to be Solved by the Invention) However, in conventional hardware, since it is applied to the outer surface of the joint part of the structural material, it is deviated from the core of the material.
For example, when a horizontal external force is applied to a building and a pulling force is applied to a column, the column twists and rotates, and there is a risk that the carved joints will be damaged and detached.

更に用いる金物は補助的なものであって、軸組仕口の刻
設を省略するものではな(、また、釘打本数が多いので
施工に手間を要する。
Furthermore, the hardware used is an auxiliary one, and does not omit the carving of the frame joints (also, since many nails are driven, construction is time-consuming.

また、必要な軸組強度とするには金物の取付個数が多量
に使用する必要があり、コスト高となる。
Furthermore, in order to obtain the necessary frame strength, it is necessary to use a large number of metal fittings, which increases the cost.

そして、外壁下地材は外面に張設した金物のために釘止
めが困難である等多くの問題点があった。
Furthermore, the exterior wall base materials had many problems, including the difficulty of nailing them together due to the hardware attached to the exterior surface.

本発明金具は接合すべき一力の構造材内に収納配設して
ピンで係止した金属板を他方の構造材に貫通したボルト
で緊結するもので、この接合部分に更に梁材や筋違等が
集中して接合される場合でも金属板は構造材の壁体を構
成する外面に突出させることなく柱の内面か梁の下面に
露出するように金属板を付加するようにするものであっ
て、構造材の外壁下地材の取付けに支障がなく、金物を
仕口自体として使用し、外力によってねじれや回転現象
が発生することがない。更に金物の使用個数が少なく、
釘打個数も極めて少なくし省力化した軸組施工の可能な
金物を提供することを目的としている、 (課題を解決するための手段) 上記目的を達成するために、本発明のI逍用金物は柱幅
の縦長い長方形状金属板の上下端縁の何れか一方の中央
部より内側に向って縦方向にボルト挿通用筒体を設け、
筒体の内端部よりナツト螺装用11110を設け、金属
板には所望1」隔を有して所望位置に少なくとも2個以
上のピン孔を設ける。
The metal fittings of the present invention are housed in one structural member to be joined, and the metal plate secured with a pin is fastened with a bolt that passes through the other structural member, and this joint part is further connected to beams and reinforcements. Even if a large number of defects are to be joined, the metal plate should be added so that it is exposed on the inner surface of the column or the bottom surface of the beam without protruding from the outer surface of the wall of the structural material. Therefore, there is no problem in attaching the outer wall base material of the structural material, and the hardware is used as the joint itself, and no twisting or rotation phenomena occur due to external force. Furthermore, fewer pieces of hardware are used,
It is an object of the present invention to provide a metal fitting that can be used for frame construction with an extremely small number of nails and labor-saving. is a vertically elongated rectangular metal plate with a column width, and a bolt insertion cylinder is provided vertically inward from the center of one of the upper and lower edges of the column, and
A nut screw hole 11110 is provided from the inner end of the cylindrical body, and at least two pin holes are provided in the metal plate at desired positions with a desired spacing of 1 inch.

そして、横架材の所定位置に貫通したボルト先端側に筒
体を介装し開口部分よりナツトを螺着緊結して金属板を
横架材の軸線方向に沿って起立固定する。この金属板に
は柱の木口より軸方向に切込んだスリット状の切割溝と
筒孔とに嵌合し、柱の所定位置から金属板に直交する方
向にピン孔を介してピンを貫挿配設して柱を係止緊結す
る。
Then, a cylindrical body is interposed at the tip end of the bolt that penetrates the horizontal member at a predetermined position, and a nut is screwed and tightened from the opening portion to fix the metal plate upright along the axial direction of the horizontal member. This metal plate is fitted with a slit-shaped groove cut in the axial direction from the end of the column and a cylindrical hole, and a pin is inserted through the pin hole from a predetermined position of the column in a direction perpendicular to the metal plate. Arrange and fasten the pillars.

柱に横架材である胴差を金物で接合したのち、更に梁や
複数の筋違を接合して複雑な軸組みをするときは金属板
にL子形状やL字形状の直立部が下方の伸長した支承板
取付金属板を設けて緊結固定する。
After joining the horizontal beams, which are horizontal members, to the columns with hardware, when creating a complex framework by joining beams and multiple braces, attach an L-shaped or L-shaped upright part to the metal plate downward. Provide the extended support plate mounting metal plate and secure it tightly.

更に取付金属板が大形となるときは、支柱と横架材とで
挟持されるように配設して金属板に係止された基板に取
付金属板を設けて分解組立可能な金物を形成する。
Furthermore, when the mounting metal plate is large in size, the mounting metal plate is arranged so as to be sandwiched between the support and the horizontal member, and the mounting metal plate is attached to a base plate that is locked to the metal plate to form a hardware that can be disassembled and reassembled. do.

(作用) 本発明金物を用いて軸組施工する構造材の仕口について
その各種仕口構造は規格化し、その加工はすべて工場内
の機械的に作動する鋸やドリルによりなされ、建物の各
階平面図と内外壁軸組図の位置符号と構造材の規格型式
番号とを照合して現場に搬入され、施工現場においては
これに対応する型式の金物を用いて結合してゆくだけで
単純容易に強固で高品質の木造建物を組立ててゆけるも
のである。
(Function) Regarding the joints of structural materials constructed using the hardware of the present invention, the various joint structures are standardized, and all processing is done using mechanically operated saws and drills in the factory, and each floor plan of the building is The drawings, the position codes on the internal and external wall framework drawings, and the standard model numbers of the structural materials are brought to the site, and at the construction site they are simply and easily joined using the corresponding type of hardware. It is possible to assemble strong, high-quality wooden buildings.

本発明金物は略柱の芯と横架材とが接合されているため
建物番こ地震等の水平外力が構造材に加えられたとき引
抜力が発生してもねじり回転しないように働く。
In the hardware of the present invention, the core of the column and the horizontal member are joined, so that it does not twist and rotate even if a pulling force is generated when a horizontal external force such as an earthquake is applied to the structural member.

そして本発明金物を用いて軸組された構造材の仕口接合
は金物間の相互的相乗作用によって構造、強度が格段に
増大し、特に柱と横架材と筋違からなる複数方向に形成
されたトラ大の接続材としては特に有効に働くものであ
る。
In addition, the structure and strength of joint joints of structural members framed using the hardware of the present invention are greatly increased by the mutual synergistic effect between the hardware, and in particular, the joints are formed in multiple directions consisting of columns, horizontal members, and braces. It works particularly effectively as a connecting material of the size of a tiger.

また、本発明金物は1@建築物に使用する個数が従来の
補強金物に比して格段に省力化され、しかも接合作業が
簡易であって、釘打個数や手間が少なく、建築コストを
大きく低減させるように働く。
In addition, the number of pieces of metal fittings used in a building according to the present invention is much labor-saving compared to conventional reinforcing metal fittings, and the joining work is simple, reducing the number of nails and labor required, which greatly reduces construction costs. works to reduce

(実施例) 実施例について図面を参照しながら説明する。(Example) Examples will be described with reference to the drawings.

第1図に示す実施例の金物A1は布基礎1に配設された
横架材である土台2に柱3を接合起立する場合に用いる
。金物A1のボルト4を土台2に貫挿するだめのボルト
孔5は土台2の中央部を垂直方向にドリルで穿設し、ボ
ルト孔5の土台下面部分にはボルト頭部埋込用の凹部6
をボルト孔と同軸的に設ける。そして、四部6の径と略
同径の座′に7を具えた頭部8を凹部6に埋込配置して
ボルト孔6にボルト4を貫挿起立する。
The hardware A1 of the embodiment shown in FIG. 1 is used when a column 3 is joined to and erected to a base 2, which is a horizontal member provided on a cloth foundation 1. A bolt hole 5 for inserting the bolt 4 of hardware A1 into the base 2 is drilled vertically in the center of the base 2, and a recess for embedding the bolt head is formed in the lower surface of the base of the bolt hole 5. 6
is provided coaxially with the bolt hole. Then, a head 8 having a seat 7 having approximately the same diameter as the diameter of the four parts 6 is embedded in the recess 6, and the bolt 4 is inserted into the bolt hole 6 and erected.

このボルト4は有基[1に埋設したアンカボルトであっ
てもよく、また、所定長さの丸棒鋼の両端部に雄ねじを
刻設し、この両雄ねじに座金付ナツトを螺着する型式の
ものでもよい。
This bolt 4 may be an anchor bolt embedded in the base [1], or it may be a type of bolt in which a male thread is carved into both ends of a round steel bar of a predetermined length, and a nut with a washer is screwed onto both male threads. It can be anything.

A+i記ボルト4の上端部は座金9とナツト10とによ
り接続板11に設けた筒体12に緊結する。
The upper end of the bolt 4 marked A+i is tightly connected to a cylindrical body 12 provided on a connecting plate 11 using a washer 9 and a nut 10.

接続板11は筒体12を溶着する部分とナツト螺着繰作
用の開口13とをプレス加工で切断形成しておき、これ
によって形成された両連結部18の内側端縁に筒体12
の両周面の長手方向線に沿って溶着する。m体の長さは
通常30〜60+smであって、接続板11の下端縁中
央部から軸線方向に配設され、接続板11の他1部には
適宜間隔を隔てて2〜4個のピン14を挿通するピン孔
15を穿設する。該ピン14は一般的にその径が8〜1
21であって長さは柱3の側面幅と略同寸法のものであ
る9このピン14の径は柱に穿設する孔と格闘等で水平
方向にあるため脱落することはな(、また壁下地材によ
って確実に脱落を防止されるが、建築完成後にピンの端
部が外部に露出する場合は外観上の美麗さと安定感から
ポルFとナツトを用いてもよい。
The connecting plate 11 has a part to which the cylindrical body 12 is welded and an opening 13 for screwing the nut, which are cut and formed by press working.
Weld along the longitudinal line of both circumferential surfaces. The length of the m body is usually 30 to 60+sm, and it is arranged in the axial direction from the center of the lower edge of the connection plate 11, and 2 to 4 pins are provided at appropriate intervals on the other part of the connection plate 11. A pin hole 15 is bored through which the pin hole 14 is inserted. The pin 14 generally has a diameter of 8 to 1
21, the length of which is approximately the same as the side width of the pillar 3.9The diameter of this pin 14 is horizontal so that it will not fall off (or The wall base material reliably prevents the pin from falling off, but if the end of the pin is exposed to the outside after the construction is completed, Pol F and nuts may be used for aesthetic beauty and stability.

土台2上に垂直に起立した接続板11は土台2の軸線と
平行に配設する。接続板11に係止する柱3はその木口
面のボルト相応部に柱軸方向に筒体代入孔16をドリル
で穿孔し、それから該嵌入孔の軸芯に沿って柱の通常外
面と平行に鋸で切込むことによりスリット状の切割溝1
7を形成する。
A connecting plate 11 standing vertically on the base 2 is arranged parallel to the axis of the base 2. For the pillar 3 to be fixed to the connecting plate 11, a cylindrical insertion hole 16 is drilled in the bolt-corresponding part of the end face in the direction of the pillar axis, and then parallel to the normal outer surface of the pillar along the axis of the insertion hole. Slit-shaped grooves 1 are created by cutting with a saw.
form 7.

更にこの切割溝17の面に直交するピン孔19を柱3に
貫通穿設する。このピン孔19は切割溝17に嵌入した
接続板のピン孔15と整合する位置に形成する。
Further, a pin hole 19 perpendicular to the surface of this cut groove 17 is bored through the column 3. This pin hole 19 is formed at a position that aligns with the pin hole 15 of the connecting plate fitted into the cut groove 17.

前記接続板11は切割溝17に嵌合して柱3を仮起立し
たのち、柱のピン孔19に接続板のピン化を介してピン
14を貫挿することにより柱3は土台2に緊結して起立
する。このように接合した土台と柱の内外面は壁下地材
を釘打ちして取付けることに支障がなく、これにより柱
は更に接合強度が高くなる。
After the connecting plate 11 is fitted into the cut groove 17 and the column 3 is temporarily erected, the column 3 is fastened to the base 2 by inserting the pin 14 into the pin hole 19 of the column through the pinning of the connecting plate. and stand up. The inner and outer surfaces of the base and column that are joined in this way can be attached by nailing the wall base material without any problem, thereby further increasing the joint strength of the column.

第2図に示す金物は第1図に示す実施例の金物の使用態
様の1例を示すものである。
The hardware shown in FIG. 2 shows one example of how the hardware of the embodiment shown in FIG. 1 can be used.

該図における金物は横架材としての桁乃至胴差2aに下
階側の柱3と上階側の柱3aとを接合する場合に用いる
(第2図以降の各図の横架材と柱には特に明示しない限
り当然に切割溝、ボルト孔、及ヅその四部等を設けたも
のとして表示しない)。
The hardware in this figure is used when joining the columns 3 on the lower floor side and the columns 3a on the upper floor side to the girder or girder 2a as horizontal members (horizontal members and columns in each figure after Figure 2). Unless otherwise specified, cut grooves, bolt holes, and their four parts, etc., are not shown as being provided.)

胴差2aのボルト孔に貫挿したポルト4の下端部には倒
立した下ill接続板11の筒体内に座金を介在したナ
ツト10で緊結する一方、上端部には第1図に示すよう
に接続板11を座金とナツトで緊結する。このように上
下に接続板11を設けた胴差2aは下側接続@11を前
記起立した下階側柱3の切割溝に嵌入整合してピン14
をハンマー等で貫挿することにより接合する。それから
上側の接続板11に上階側柱3aの切割溝を介装したの
ちピン14を貫挿することにより接合起立する。
The lower end of the port 4 inserted into the bolt hole of the barrel difference 2a is tightened with a nut 10 with a washer interposed in the cylindrical body of the inverted lower ill connection plate 11, while the upper end is fastened with a nut 10 as shown in FIG. Connect the connecting plate 11 with a washer and a nut. In the barrel difference 2a having the upper and lower connection plates 11 as described above, the lower connection @11 is fitted and aligned with the cut groove of the upright lower floor side column 3, and the pin 14 is aligned.
They are joined by penetrating them with a hammer, etc. Then, after inserting the cut groove of the upper floor side pillar 3a into the upper connecting plate 11, the pin 14 is inserted through the upper connecting plate 11 to make the joint stand up.

PIS3図に示す実施例の金物A2は横架材である桁、
胴差乃至土台2C上に柱3の下端仕口と該柱3の下端部
側面に筋違20下趨を同時に接合する場合に用いるもの
である。この金物A2は第1図の接続板11の1側が柱
3の11面より側方へ突出した伸長部21を設けて接続
板11aとしたものである。該伸長部21には所定位置
に1個以上のボルト孔22を穿設すると共に釘孔23を
設ける。一方筋違20の下端部の前記ボルト孔22と整
合する位置にもボルト孔が設けられ、ポルト24とナツ
ト25で伸長部21に筋違20を緊結するものである。
The hardware A2 of the example shown in PIS3 diagram is a girder which is a horizontal member,
This is used when simultaneously joining the lower end joint of the column 3 on the trunk or base 2C and the lower end of the brace 20 on the side surface of the lower end of the column 3. In this hardware A2, one side of the connecting plate 11 shown in FIG. 1 is provided with an extension 21 that protrudes laterally from the 11th surface of the column 3 to form a connecting plate 11a. The extension portion 21 is provided with one or more bolt holes 22 and nail holes 23 at predetermined positions. On the other hand, a bolt hole is provided at the lower end of the brace 20 at a position aligned with the bolt hole 22, and the brace 20 is fastened to the extension portion 21 with a port 24 and a nut 25.

Pt5A図に示す実施例の金物A、は第1図に示す接続
板の両側方に突出した伸長部21と21aとを有する接
続911bが形成される。これにより第3図に示す土台
2cに起立した柱3下端部の相対向する両側部分に筋違
を金具で同時に接合するものである。
In the hardware A of the embodiment shown in Figure Pt5A, a connection 911b is formed having extensions 21 and 21a projecting on both sides of the connection plate shown in FIG. As a result, braces are simultaneously joined with metal fittings to opposite sides of the lower end of the column 3 standing up on the base 2c shown in FIG.

第5図に示す実施例の金物A4は外周壁を支える側土台
25と柱26に対し直角方向(丁字形状)に配設した間
仕切土台27を接合し、間仕切壁部分の筋違28下端部
を柱26と1体的に緊結する場合に用いる。更に前記土
台25が胴差であって間仕切土台27が間化切梁の場合
に取付ける筋違であってもよい。
In the hardware A4 of the embodiment shown in FIG. 5, the side foundations 25 supporting the outer peripheral wall and the partition foundations 27 arranged perpendicularly (T-shape) to the pillars 26 are joined, and the lower ends of the braces 28 of the partition wall portion are connected. Used when integrally connected to the pillar 26. Further, the base 25 may be a brace installed in the case where the base 25 is a truss and the partition base 27 is a strut.

前記金物A、は第1図に示すような接続板11に対して
直角方向面に沿って起立し、接続板と伸長部と同様な作
用を有する取付板29を設けたものである。取付板29
は連結11518aの基端が筒体12に溶着または固着
され、連結g18aの外gA端部から柱26の内側面に
接して直立した保持部30とによりLT:形状に形成し
たものである。
The hardware A is provided with a mounting plate 29 that stands up along a plane perpendicular to the connection plate 11 as shown in FIG. 1 and has the same function as the connection plate and the extension portion. Mounting plate 29
The proximal end of the connection 11518a is welded or fixed to the cylindrical body 12, and the holding part 30 stands upright in contact with the inner surface of the column 26 from the outer gA end of the connection g18a, forming an LT: shape.

この保持部30には筋違28と緊結するためのボルト孔
22と釘孔23が9設されていて釘打したのちポルト2
4とナツト25で緊結する。
This holding part 30 is provided with nine bolt holes 22 and nine nail holes 23 for fastening with the braces 28.
4 and Natsuto 25 are tied together.

第6図に示す実施例の金物A、は第5図に示す金物A、
の接続板のigmより伸長部21bを突出して接続板1
1cを形成したものである。これにより前記筋違29と
1儂の外周壁の筋違の下端部とを金物A、で同時に緊結
接合することができる。
The hardware A of the embodiment shown in FIG. 6 is the hardware A shown in FIG.
The connecting plate 1 is connected by protruding the extension portion 21b from the igm of the connecting plate.
1c was formed. As a result, the brace 29 and the lower end of the brace on one side of the outer circumferential wall can be fastened together by the hardware A at the same time.

第7図に示す実施例の金物A、はPIS6図に示す接続
板11cの他側より伸長部21cを側方へ突出させて接
続板lidを形成したものである。従って、第5し1の
柱26相対向する両側下端にも筋違を緊結接合して、柱
26の直角の三方向より筋違を配設する場合の金物であ
る。
In the hardware A of the embodiment shown in FIG. 7, an extension portion 21c is made to protrude laterally from the other side of the connection plate 11c shown in PIS 6 to form a connection plate lid. Therefore, braces are also tightly connected to the lower ends of both opposite sides of the fifth and first column 26, and the braces are arranged from three directions perpendicular to the column 26.

第8図に示す金物Aアは第6図に示す金物A、における
接続板11cの1側に設けた取付@29と全く同一形状
の取付29aを接続板lieの他側に対称的に設けたも
のである。斯かる構成の金物A7は建物内部の丁字形状
壁体を有する間仕切土台や梁と桁の接合部分に筋違を緊
結する場合に用いる。
The hardware A shown in FIG. 8 has a mounting 29a having the exact same shape as the mounting @ 29 provided on one side of the connection plate 11c in the hardware A shown in FIG. It is something. The hardware A7 having such a configuration is used for fastening braces to a partition foundation having a T-shaped wall inside a building or to a joint between a beam and a girder.

第9図に示す実施例の金物A、は第8図に示す接続板1
1cの他側から側方に突出して伸長部21cを延設た接
続板11d設をけたものである。この金物A、は直交す
る間仕切土台上の柱から四つの直角方向の間仕切壁部に
4個の筋違を接合する場合に用いる。また、直交する大
梁と小梁上の柱下端の接合部に4個の筋違下端を同時に
接合する場合等に用いるものである。
The hardware A of the embodiment shown in FIG. 9 is the connection plate 1 shown in FIG.
A connecting plate 11d is provided which protrudes laterally from the other side of 1c and has an extended portion 21c. This hardware A is used to connect four braces from columns on perpendicular partition foundations to partition walls in four perpendicular directions. It is also used when four lower ends of braces are simultaneously joined to the joint between the lower ends of columns on a large beam and a small beam that are perpendicular to each other.

第10図に示す実施例の金物A9は柱3上に桁31と梁
32とを同時に接合する場合に用いる。
The hardware A9 of the embodiment shown in FIG. 10 is used when girders 31 and beams 32 are joined on the pillars 3 at the same time.

そして、桁31が胴差等である場合でも用いることがで
きる。金物A、の接続板11はこれを倒立して柱3の切
割溝17に嵌入し、ピン14で係止すると共にボルト4
はその下端を座金9とナツト10で緊結される。そして
ボルト4の上端も桁31に座金とナツトで緊結する。
Further, it can be used even when the girder 31 is a barrel difference or the like. The connecting plate 11 of the hardware A is turned upside down and fitted into the cut groove 17 of the pillar 3, and is locked with the pin 14 and the bolt 4.
is fastened at its lower end with a washer 9 and a nut 10. The upper end of the bolt 4 is also fastened to the girder 31 with a washer and a nut.

接続板11の筒体12には基端が溶着された水平な連結
部18bの先端より梁32の上面まで上方に起立した保
持n30mを有する取付板29cが設けられている。そ
して、保持11i30aと連結部18bとの間にはこれ
に直交する水平な支承板33の中央部が溶着されている
。保持部、30aに支承板33を溶着するには保持部3
0aの内側端上り支承板の肉厚幅で保持部の幅の172
の長さのスリットをプレス切断し、これと対応する支承
板33はその外l1llsより保持部厚さの幅で支承板
の幅の172の良さのスリットをプレス切断しておき、
両スリットを嵌合したのち溶着すればよい。
The cylindrical body 12 of the connecting plate 11 is provided with a mounting plate 29c having a retainer n30m that stands upward from the tip of the horizontal connecting portion 18b whose base end is welded to the upper surface of the beam 32. A central portion of a horizontal support plate 33 is welded between the holding portion 11i30a and the connecting portion 18b. To weld the support plate 33 to the holding part 30a, use the holding part 3.
172 of the width of the holding part with the wall thickness of the upper support plate at the inner end of 0a
A slit with a length of
After fitting both slits, they may be welded.

箭記取付板29cの連結部18bは柱3内に嵌入する必
要から、柱上端木口面より連結部の高さだけ前記切割溝
17の直交方向に第2の切割溝17Cを切込んでおくも
のである。
Since the connecting portion 18b of the mounting plate 29c needs to be fitted into the pillar 3, a second cut groove 17C is cut in the direction perpendicular to the cut groove 17 by the height of the connecting portion from the wood end surface of the upper end of the pillar. It is.

そして、柱3に金物Δgを介して桁31を接合したのち
、果32を切割溝17dを介して介装したのち、ピン1
4を貫挿して係止する。
Then, after joining the girder 31 to the pillar 3 via the metal fittings Δg, and inserting the ring 32 through the cut groove 17d, the pin 1
4 and lock it.

第11図に示す実施例の金物A1゜は第10図に示すM
II造材から構成されたもののうち、梁32に代えて背
丈の大きい大梁32aを使用した場合に用いるものであ
る。従って、該金物A、。の大梁上面まで伸長した保持
部30bと、保持部30bよりより下方に伸びた下側保
持部34を設け、該下側保持部34下端には支承板33
mの中央部を溶着する。そして、両保持81S30b、
34と支承板33aとからなる取付板29dを形成した
ものである。
The hardware A1° of the embodiment shown in FIG. 11 is M as shown in FIG.
This is used when a large girder 32a, which has a large height, is used in place of the beam 32 among those constructed from II lumber. Therefore, the hardware A. A holding part 30b extending to the upper surface of the girder and a lower holding part 34 extending further downward from the holding part 30b are provided, and a support plate 33 is provided at the lower end of the lower holding part 34.
Weld the center part of m. And both holding 81S30b,
34 and a support plate 33a.

この取付板29dに大梁32mを切割溝17dを介して
整合装着したのち、ピン14をそれぞれ貫挿して係止接
合する。
After the girder 32m is aligned and mounted on the mounting plate 29d via the cut groove 17d, the pins 14 are inserted through each of them to lock and connect them.

第12図に示す実施例の金物A、1は第10図に示す保
持部30aより下方に艮(伸長した下側保持部34aを
設けて取付板29eを形成したものである。この下側保
持部34mには筋違28aの上端を釘孔23を介して釘
で固定すると共にボルト孔22を介してボルト24によ
り緊結する。
The hardware A, 1 of the embodiment shown in FIG. 12 has an extended lower holding part 34a provided below the holding part 30a shown in FIG. 10 to form a mounting plate 29e. The upper end of the brace 28a is fixed to the portion 34m with a nail through the nail hole 23, and is fastened with a bolt 24 through the bolt hole 22.

第13図に示す実施例の金物A1□は第12図に示す梁
32に代えて背丈の大きい大梁32aを用いた場合に使
用するものである。従って、第11図に示す下側保持部
34の支承板33aより下側部分に支承板33aを設け
ると共に筋違28b上端を緊結するため更に下方へ伸長
した下側保持部34bを設けたものである。
The hardware A1□ of the embodiment shown in FIG. 13 is used when a large beam 32a with a large height is used in place of the beam 32 shown in FIG. Therefore, a support plate 33a is provided below the support plate 33a of the lower holding part 34 shown in FIG. 11, and a lower holding part 34b is provided which extends further downward to tighten the upper end of the brace 28b. be.

第14図に示す実施例の金物AI3は接続板と取付板と
を分解可能に組立てるようにしたものである。詠図にお
いて、接続板lieは第1図に示す接続板11の筒体側
端縁より直交方向に柱の木口面と同一寸法の方形基板3
6を固設する。この方形基板36は筒体12と同軸的な
円形開口35を設けると共に接続板と対向する両端縁中
央部には切欠37を設けている。一方、接続板lieに
組立るようにした取付板29Bは第5図に示す取付板2
9の連結部18b下端縁に基板36の厚さに相当する段
部38を切欠き、該段部38の立上り部39を前記基板
36の切欠37に係合させる。
The hardware AI3 of the embodiment shown in FIG. 14 has a connecting plate and a mounting plate assembled in a disassembly manner. In the drawing, the connection plate lie is a rectangular base plate 3 having the same dimensions as the end surface of the pillar, extending in a direction orthogonal to the cylindrical side edge of the connection plate 11 shown in FIG.
6 is fixed. This rectangular substrate 36 has a circular opening 35 coaxial with the cylinder 12, and a notch 37 at the center of both edges facing the connecting plate. On the other hand, the mounting plate 29B assembled to the connection plate lie is the mounting plate 2 shown in FIG.
A step portion 38 corresponding to the thickness of the substrate 36 is cut out at the lower edge of the connecting portion 18b of 9, and a rising portion 39 of the step portion 38 is engaged with the notch 37 of the substrate 36.

モして該段部38には円形開口35に嵌合する大きさの
円形基板40の半径方向に沿って固設する。
A circular substrate 40 having a size to fit into the circular opening 35 is fixed to the stepped portion 38 along the radial direction.

この円形基体40には中心にボルト4を挿通する通孔4
1を穿設すると共に両側周縁部を切落したa部切落部4
2を設ける。これにより、円形基板40を方形基板36
の円形間口35に着脱可能に嵌合して組立てを容易にす
る。
This circular base 40 has a through hole 4 in the center through which a bolt 4 is inserted.
1 is drilled and the peripheral edges on both sides are cut off at part a 4.
2 will be provided. This allows the circular substrate 40 to be replaced by the square substrate 36.
It is removably fitted into the circular opening 35 of the holder to facilitate assembly.

第15図は前記金物A13を第5図に示す如(輸組みさ
れた構造材に用いた場合を示すものである。
FIG. 15 shows a case where the metal fitting A13 is used in a structural material that has been assembled as shown in FIG.

該図において、方形基板36とこれに嵌合した円形基糎
40は横架材としての側土台25と柱26とに挟持され
て取付板29.を強固に支持しているので、取付板29
ビに緊結される筋違28は耐久性のある接合がなされる
。そして、金物AI3はその変形した各種の実施例の取
付板と接aFiとを組合わせて使瓜することができ、搬
送作業も高張ることがな(容易である。
In the figure, a rectangular base plate 36 and a circular base plate 40 fitted thereto are sandwiched between a side base 25 as a horizontal member and a column 26, and are mounted on a mounting plate 29. Since it firmly supports the mounting plate 29
The braces 28 that are fastened to the bolts provide a durable connection. Further, the hardware AI3 can be used in combination with the mounting plate of the various modified embodiments and the contact aFi, and the transportation work is not expensive (and easy).

fJS16図に示す金物AI4は接続板と取付板とを分
解可能1こ組立て形成した他の実施例である。該金物A
3.の接続板11fは第1図に示す接続板11の下端縁
両端部に突起43を形成する。−刃取付[29hは連結
g18c下端縁に段部38aを形成し、この段部には柱
の端面の同一形状の方形基板36aをその中心から両側
縁と平行な籾に沿って固設する。そして、方形基板36
&はその中心にボルト4を挿通する通孔44を設けると
共に連結部18cを介して相対向する両側縁の中心には
接続板の周突起45を係合する切欠46を設けたもので
ある。
Hardware AI4 shown in Fig. fJS16 is another embodiment in which a connection plate and a mounting plate are assembled into one assembly that can be disassembled. The hardware A
3. The connecting plate 11f has protrusions 43 formed at both ends of the lower edge of the connecting plate 11 shown in FIG. - Blade attachment [29h forms a stepped portion 38a on the lower edge of the connection g18c, and a rectangular substrate 36a having the same shape as the end face of the column is fixed to this stepped portion from the center along the paddy parallel to both side edges. And the rectangular board 36
& is provided with a through hole 44 through which the bolt 4 is inserted at its center, and a notch 46 for engaging the circumferential protrusion 45 of the connecting plate at the center of both side edges facing each other via the connecting portion 18c.

第17図に示す実施例の金物isは第16図に示す接続
板の突起43と取付板の方形基板36aとを第12図に
示す金物A、を分解した接続板と取付板とに大々取付け
たものである。従ってfpJ17図1こ示す構造材も第
12図のものと同一部材で紬組みされている。第17図
に示す接続板11fはfjSlG図の接続板を倒立して
使用され、該接続板11fの上端両突起43には両切欠
46で嵌合係止された取付板291の方形基板36aが
配設され′ζいる。方形基板3Gaと連結部1.8cを
介して一体的な保持部30aは梁32がその切割溝を介
して装′;4され、ピン14を梁32に貫挿係止rると
共に支承板33で梁32を支える。下側保持部34aは
筋違28aのに端部を釘孔23により釘打ちして固定す
ると共にボルト24により緊結する。
The hardware A of the embodiment shown in FIG. 17 is made by replacing the protrusion 43 of the connection plate shown in FIG. 16 and the rectangular base plate 36a of the mounting plate with the hardware A shown in FIG. It is installed. Therefore, the structural members shown in fpJ17 FIG. 1 are also made of the same members as those shown in FIG. The connection plate 11f shown in FIG. 17 is used by inverting the connection plate shown in FIG. It is arranged′ζ. The beam 32 is mounted on the holding portion 30a, which is integrated with the square substrate 3Ga through the connecting portion 1.8c, through the cut groove thereof, and the pin 14 is inserted and locked into the beam 32, and the support plate 33 to support the beam 32. The lower holding portion 34a is fixed to the brace 28a by nailing the end thereof through the nail hole 23, and is tightened with the bolt 24.

第18図に示す実施例の金物A 16は大梁32mを第
17図に示す柱3と桁31に接合する場合に用いるもの
である。従って、取付板29Jの起立した保持部30b
と下側保持部34bの長さ及び支承板3j3&の位置と
は第13図に示すものと同一のものである。また、連結
部と一体的薯二固股された方形!!f板36aと#R続
根板11f設けられた周突起43も第17図の実施例と
同一構成である。
The hardware A 16 of the embodiment shown in FIG. 18 is used when a 32 m long beam is joined to the column 3 and girder 31 shown in FIG. 17. Therefore, the upright holding portion 30b of the mounting plate 29J
The length of the lower holding portion 34b and the position of the support plate 3j3& are the same as those shown in FIG. In addition, the connecting part and the two solid pieces are square! ! The circumferential protrusion 43 provided on the f plate 36a and the #R connecting root plate 11f also has the same structure as the embodiment shown in FIG. 17.

(効果) 上記の如き作用を有する本発明金物はボルトとボルトに
係止された接続板と訊接続板と同一の作用を有する取付
板とからなる構造材の仕口金物である、しかも、外力が
負荷されても仕口芯材金物として作用するので構造材の
ねじれや損傷、脱落がないので建物の倒壊や傾きが極め
て少ない。
(Effects) The metal fitting of the present invention having the above-mentioned functions is a joint metal fitting of a structural material consisting of a bolt, a connecting plate locked to the bolt, and a mounting plate having the same function as the connecting plate. Since it acts as a joint core metal fitting even under load, there is no twisting, damage, or falling off of the structural members, so there is extremely little chance of the building collapsing or leaning.

また本発明金物はボルトと板材とがらなり、構造材の接
合部の加工は従来の如く大工職人が複雑な仕口の創設作
業をする必要がなく、電力で制御作動する8!械的鋸や
ドリルで切割溝とドリルによより孔開は作業まで仕上げ
ることが可能である。
In addition, the hardware of the present invention is made of bolts and plate materials, and the processing of the joints of structural materials does not require a carpenter to create complicated joints as in the past, and can be controlled and operated using electricity. It is possible to finish cutting grooves with a mechanical saw or drill and drilling holes with a drill.

更に、本発明金物は1個のもので、例えば土台等の横架
材上に柱と西方向の配設する筋違を同時に接合すること
ができ、また梁の上下にボルトを介して接続板と取付板
を設けるときは上下階側の柱とこれ等の柱に夫々四方向
の筋違を接合することが可能であって、vcliする金
物個数が少なくで、強大な負荷に1える軸Mv#造を構
成することがり能である。
Furthermore, since the hardware of the present invention is a single piece, it is possible to simultaneously connect columns and braces installed in the west direction on horizontal members such as foundations, and connect connecting plates to the top and bottom of beams via bolts. When installing a mounting plate, it is possible to connect braces in four directions to the pillars on the upper and lower floors and these pillars, reducing the number of hardware needed for vcli, and the axis Mv can withstand heavy loads. It is Noh that composes #zukuri.

そして、また、本発明/lt物はボルトの頭部やナツト
は埋込方式とされ接続板は柱内部に嵌入し、筋違用取付
板は構造材間の空間に配設されているので、壁体を構成
する下地材の取付けによる支障がなく防水や断熱構造の
建物を施工することがでさるばかりでなく、電気的配線
器共の装4が容易であるなど多くの効果を奏することが
できる5
In addition, in the present invention/lt product, the bolt head and nut are embedded, the connection plate is fitted inside the column, and the reinforcement mounting plate is arranged in the space between the structural members. Not only is it possible to construct a building with a waterproof and heat-insulating structure without any problems caused by installing the base materials that make up the walls, but it also has many effects such as easy installation of electrical wiring equipment. Can do 5

【図面の簡単な説明】[Brief explanation of the drawing]

添付図面は本発明の実施例であって、第1図は土台に貫
挿係止したボルトに柱に我人係止した接続板を接続緊締
した状態を示す構造用金物の全体斜視図、FA2図は胴
差に貫挿しrこボルトの上訃゛端に接続板を緊結した第
1図の金物の実施態様を示す全体斜視図、tJS、3図
は第1図に示す接続板の1側より筋違緊結用伸長部を設
けた金物の全体傾斜図、第4図は第1図の接続板の両側
に伸長部を設けた全体斜視図、第5図は第1図の金物の
接続板の1側にL字形状の取付板を設けた全体斜視図、
第6図は第5図に示す取付板を具えた付接続板の1側に
伸長部を設けた斜視図、第7図は第6図の接続板の他側
に伸長部を設けた斜視図、第8図は第6図の接続板の直
角方1側の取付板に対向する他側にも取付板を設けた状
態を示す斜視図、第9図は接続板の両側に伸長部を設け
ると共に接続板に直交する両側に取付板を設けた状態を
示す斜視図、第10図は倒立した接続板に設けたL字形
状取付板の保持部を上方に起立し、該保持部に支承板を
設けた状態を示す斜視図、第11図は第10図の支承板
をド側保持部の下端に配設した状態を示す斜視図、第1
2図は第10図に示す金物の上方に起立した保持部下端
よりF方に伸長して筋違を緊結するための下側保持部を
設けた状態を示す斜視図、第13図はtjS12図に示
す金物の下側保持部を更に下方に伸長して大梁を支える
支承板を該下側保持部に設けると共にその下部は筋を緊
結した状態を示す斜視図、第14図は接続板の筒体側端
縁に円形開口を有する方形基板を設ける一方、L字形状
取付板に円形基板を設けて接続板と取付板とを分解可能
に組立てるようにした状態を示す斜視図、第15図は第
14図の金物を用いて土台に起立した柱に筋違を緊結し
た状態を示す斜視図、?tS16図の金物は接続板の筒
体側端縁の両端部に突起を設けL形状取付板に方形基板
を設けて画板を組立可能に分解した状態を示す斜視図、
第17図はfjS16図に示す接続板と該接続板に組立
てる取付板の保持部は上方に起立した部分に支承板を設
けると共に下側保持部は筋違を緊結した状態を示す斜視
図、第18図に示す金物は大梁を接合すべく下側保持部
を第17図に示すものよりも更に下側に伸長して支承板
を下側位置に配設すると共に更にその下部には筋違を緊
結するボルト孔を設けた状態を示す斜視図である。 A、乃至AI!・・・構造用金物 2・・・土台    2a・・・胴差 3・・パ柱      4・・・ボルト9・・・座金 
  10・・・ナツト 11a乃至11f・・・接続板 12・・・筒体 13・・・ 開口    14・・・ピン15.22・
・・ピン化 24帝・・ボルト 28.28a128b−φ・筋違 29・・・取付板  30・・・保持部31・・・桁乃
至胴差 34・・・下側保持部 特許出願人    殖産住宅相互株式会社第9図 λh 第1j図
The attached drawings show embodiments of the present invention, and Fig. 1 is a perspective view of the entire structural hardware showing a state in which a connecting plate, which is fixed to a column by a person, is connected and tightened to a bolt that is inserted and fixed to a foundation, FA2. The figure is an overall perspective view showing an embodiment of the hardware shown in Fig. 1, in which the connecting plate is fastened to the upper end of the r-bolt inserted into the barrel gap, and Fig. 3 is one side of the connecting plate shown in Fig. 1. Figure 4 is an overall perspective view of the hardware with extensions for tightening the braces, Figure 4 is a perspective view of the connection plate shown in Figure 1 with extensions on both sides, and Figure 5 is the connection plate of the hardware shown in Figure 1. An overall perspective view with an L-shaped mounting plate provided on one side of the
Fig. 6 is a perspective view of the connection plate shown in Fig. 5 with an extension on one side, and Fig. 7 is a perspective view of the connection plate shown in Fig. 6 with an extension on the other side. , Fig. 8 is a perspective view showing a state in which a mounting plate is also provided on the other side opposite to the mounting plate on the right angle side 1 of the connection plate in Fig. 6, and Fig. 9 is a perspective view showing a state in which an extension part is provided on both sides of the connection plate. FIG. 10 is a perspective view showing a state in which mounting plates are provided on both sides perpendicular to the connection plate, and FIG. 11 is a perspective view showing a state in which the support plate shown in FIG.
Figure 2 is a perspective view showing a state in which a lower holding part for tightening braces is provided, extending in the direction F from the lower end of the holding part standing above the hardware shown in Figure 10, and Figure 13 is a tjS12 diagram. FIG. 14 is a perspective view showing the state in which the lower holding part of the hardware shown in FIG. FIG. 15 is a perspective view showing a state in which a rectangular substrate having a circular opening is provided on the body side edge, and a circular substrate is provided on the L-shaped mounting plate so that the connection plate and the mounting plate can be assembled in a disassembly manner. A perspective view showing the state in which the braces are tied to the pillars erected on the foundation using the hardware shown in Figure 14. The hardware in Figure tS16 is a perspective view showing a state where the drawing board is disassembled so that it can be assembled, with protrusions on both ends of the cylindrical side edge of the connecting plate and a rectangular board on the L-shaped mounting plate.
Fig. 17 is a perspective view showing the connection plate shown in Fig. fjS16 and the holding part of the mounting plate assembled to the connection plate, with a supporting plate provided in the upwardly erected part, and the lower holding part showing a state in which the braces are tightened; In the hardware shown in Figure 18, the lower holding part is extended further downward than the one shown in Figure 17 in order to join the girders, the support plate is placed in the lower position, and braces are added at the bottom. It is a perspective view which shows the state where the bolt hole which tightens is provided. A, or AI! ...Structural hardware 2...Foundation 2a...Body difference 3...Pillar 4...Bolt 9...Washer
10... Nuts 11a to 11f... Connection plate 12... Cylindrical body 13... Opening 14... Pin 15.22.
...Pinization 24 points...Bolt 28.28a128b-φ・Brace 29...Mounting plate 30...Holding part 31...Girder or body difference 34...Lower holding part patent applicant Produced housing Mutual Co., Ltd. Figure 9 λh Figure 1j

Claims (10)

【特許請求の範囲】[Claims] (1)略柱幅で略長方形状の接続板の1端縁中央部より
長手方向にボルトを挿通する筒体を固着し、該筒体の内
端側にはナットを螺着配設する開口を設け、筒体の他端
側の接続板部分には柱にピンで係止するピン孔を穿設し
、前記筒体に挿通するボルトは、横架材に貫通したボル
ト孔に挿通係止する一方、柱の木口面より柱の側面と平
行な切刻溝と筒体埋込孔に前記接続板を嵌入し、柱の側
面から穿ったピン挿通孔に前記接続板のピン孔を介して
ピンを貫挿するようにした建物の構造用金物。
(1) A cylindrical body through which a bolt is inserted in the longitudinal direction is fixed from the center of one end of a generally rectangular connecting plate with a width of a column, and a nut is screwed into the inner end of the cylindrical body. A pin hole is provided in the connection plate at the other end of the cylinder, and a pin hole is formed to lock the column with a pin, and a bolt that is inserted through the cylinder is inserted and locked into the bolt hole that penetrates the horizontal member. On the other hand, insert the connection plate into the cut groove parallel to the side surface of the column and the cylindrical body embedding hole from the end surface of the column, and insert the pin hole in the connection plate into the pin insertion hole drilled from the side surface of the column. Structural hardware for buildings that has pins inserted through it.
(2)前記柱に嵌入係止する接続板はその1側縁及び/
または他側縁より柱の側方に突出する緊結孔を有した伸
長部を設け、接続板の延長方向に配設する筋違を緊結接
合するようにした請求項(1)の建物の構造用金物。
(2) The connecting plate that fits and locks into the pillar is one side edge and/or
Or for the structure of a building according to claim (1), wherein an extension part having a fastening hole protrudes laterally from the other side edge of the column is provided, and the braces arranged in the extending direction of the connecting plate are fastened together. hardware.
(3)前記接続板に直交する垂直面に沿って筋違を接合
すべく設けた取付板は前記筒体の1側面及び/または他
側面に基端を固着した水平方向の連結板部と連結板部先
端側から垂直方向に配置した緊結孔を有する保持部とか
らなる請求項(1)(2)記載の建物の構造用金物。
(3) A mounting plate provided to join the braces along a vertical plane orthogonal to the connecting plate is connected to a horizontal connecting plate whose base end is fixed to one side and/or the other side of the cylinder. The structural hardware for a building according to claim 1 or 2, further comprising a holding part having a fastening hole arranged vertically from the front end side of the plate part.
(4)柱上端に桁乃至胴差と梁を接合すべく、倒立した
接続板に固設する取付板は上端部の筒体に接続板に対し
て直角水平方向に配置した連結板部の基端を固着し、連
結板部の先端側より上方に起立したピン孔を有す保持部
を設け、該保持部には梁下面を支える支承板を直交して
設ける構成とした請求項(1)記載の建物の構造用金物
(4) In order to connect the girder or beam to the upper end of the column, the mounting plate fixed to the inverted connecting plate is the base of the connecting plate part placed horizontally at right angles to the connecting plate on the cylinder at the upper end. Claim (1) wherein a holding part is provided with the end fixed and having a pin hole standing upward from the tip side of the connecting plate part, and a support plate supporting the lower surface of the beam is provided perpendicularly to the holding part. Structural hardware for the listed buildings.
(5)前記梁が背丈の大きい大梁であるとき、前記支承
板は保持部が連結板部より下方へ延びた下側保持部に設
けられている請求項(4)記載の建物の構造用金物。
(5) Structural hardware for a building according to claim (4), wherein when the beam is a large girder with a large height, the support plate is provided at a lower holding part whose holding part extends downward from the connecting plate part. .
(6)前記梁を係止する取付板の保持部は筋違をボルト
で緊結すべく、下方へ伸長させてボルト孔を有した下側
保持部を設けた請求項(4)記載の建物の構造用金物。
(6) The building according to claim (4), wherein the holding part of the mounting plate that locks the beam is provided with a lower holding part extending downward and having bolt holes for fastening the braces with bolts. Structural hardware.
(7)前記大梁を係止する取付板の保持部は下側保持部
に設けた支承板の位置より更に下方に伸長させて筋違を
緊結するボルト孔を有した筋違保持部を具えている請求
項(5)記載の建物の構造用金物。
(7) The holding part of the mounting plate that locks the girder includes a brace holding part that extends further downward from the position of the support plate provided on the lower holding part and has bolt holes for tightening the braces. The structural hardware for a building according to claim (5).
(8)前記接続板に分解可能に取付板を組立てるべく、
接続板の筒体側端縁に筒体と同軸的な円形開口を有する
方形基板を側面逆T字形状の水平板として固着し、該方
形基板の接続板に相対向する端縁中央部に係合切欠を設
ける一方、L字形状取付板の連結板部下端縁に切欠した
段部には中心にボルト挿通孔を有して前記円形開口内に
整合する円形基板の半径線に沿って直交方向に固設し、
該円形基板を円形開口に嵌合したとき連結板下端縁の段
部との立上り部が前記切欠に係合して組立位置を保持さ
せるようにした建物の構造用金物。
(8) To assemble a disassembly mounting plate to the connection plate,
A rectangular board having a circular opening coaxial with the cylinder is fixed to the cylindrical side edge of the connection plate as a horizontal plate with an inverted T-shape on the side, and is engaged with the center of the edge of the rectangular board facing the connection plate. A notch is provided, and a step cut out at the lower edge of the connecting plate of the L-shaped mounting plate has a bolt insertion hole in the center, and the bolt is inserted in the orthogonal direction along the radius line of the circular board aligned in the circular opening. Fixedly installed,
A structural hardware for a building, wherein when the circular board is fitted into the circular opening, a rising part of the lower edge of the connecting plate with the step part engages with the notch to maintain the assembled position.
(9)接続板の上部にピン挿通用のピン孔を有し下端縁
両端に突起を設けると共に中央部とナット取付用開口と
の間に筒体を設ける一方、中心にボルト挿通孔を有する
方形基板の両側縁中央部には前記突起と係合する切欠を
設け、ボルト挿通孔より側縁と平行な線に沿ってボルト
孔を有するL字形状取付板の連結板下端縁を固着して起
立した建物の構造用金物。
(9) A rectangular shape with a pin hole for pin insertion in the upper part of the connection plate, a protrusion on both ends of the lower edge, a cylinder between the center part and the opening for attaching the nut, and a bolt insertion hole in the center. A notch is provided in the center of both side edges of the board to engage with the protrusion, and the lower end edge of the connecting plate of the L-shaped mounting plate having the bolt hole is fixed and erected along a line parallel to the side edge from the bolt insertion hole. Structural hardware for buildings.
(10)前記1端縁の両端部に設けた突起を上側にして
柱上端部に嵌入係止した接続板に方形基板をその切欠部
により係合して取付板を配設し、該取付板の上方に起立
した保持部はその下端より下方に伸長した下側保持部を
形成し、この1体的に設けた保持部には梁を係止するピ
ン孔と梁を支える支承板と筋違を緊結するボルト孔とを
設けた請求項(9)記載の建物の構造用金物。
(10) A mounting plate is provided by engaging a rectangular board through its cutout with a connection plate that is fitted and locked into the upper end of the column with the protrusions provided at both ends of the first edge facing upward; The holding part that stands up above forms a lower holding part that extends downward from its lower end, and this integrally provided holding part has a pin hole that locks the beam, a support plate that supports the beam, and a brace. The structural hardware for a building according to claim 9, further comprising bolt holes for fastening the parts.
JP13828888A 1988-06-07 1988-06-07 Structural hardware for building Pending JPH01310036A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13828888A JPH01310036A (en) 1988-06-07 1988-06-07 Structural hardware for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13828888A JPH01310036A (en) 1988-06-07 1988-06-07 Structural hardware for building

Publications (1)

Publication Number Publication Date
JPH01310036A true JPH01310036A (en) 1989-12-14

Family

ID=15218393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13828888A Pending JPH01310036A (en) 1988-06-07 1988-06-07 Structural hardware for building

Country Status (1)

Country Link
JP (1) JPH01310036A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100377024B1 (en) * 1999-08-19 2003-03-20 홍용환 Process for construting together blocjs of ornaments with revetments for old korean-style house
JP2012021303A (en) * 2010-07-13 2012-02-02 Yoshikuni Okura Connecting metal fitting
WO2017146460A1 (en) * 2016-02-23 2017-08-31 김진우 Gongpo assembly structure of traditional korean-style house and temple
JP6214022B1 (en) * 2017-03-17 2017-10-18 株式会社エヌ・シー・エヌ Joining bracket set, joining structure of a wooden building structure using the joining bracket set, and wooden building
JP2018155088A (en) * 2017-08-04 2018-10-04 株式会社エヌ・シー・エヌ Joining bracket set, joining structure of a wooden building structure using the joining bracket set, and wooden building
CN108699837A (en) * 2016-02-23 2018-10-23 金镇友 The bucket arch package assembly in Korean style house and temple

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100377024B1 (en) * 1999-08-19 2003-03-20 홍용환 Process for construting together blocjs of ornaments with revetments for old korean-style house
JP2012021303A (en) * 2010-07-13 2012-02-02 Yoshikuni Okura Connecting metal fitting
WO2017146460A1 (en) * 2016-02-23 2017-08-31 김진우 Gongpo assembly structure of traditional korean-style house and temple
CN108699837A (en) * 2016-02-23 2018-10-23 金镇友 The bucket arch package assembly in Korean style house and temple
US10704259B2 (en) 2016-02-23 2020-07-07 Jin Woo Kim Gongpo assembly structure of traditional Korean-style house and temple
JP6214022B1 (en) * 2017-03-17 2017-10-18 株式会社エヌ・シー・エヌ Joining bracket set, joining structure of a wooden building structure using the joining bracket set, and wooden building
JP2018155088A (en) * 2017-08-04 2018-10-04 株式会社エヌ・シー・エヌ Joining bracket set, joining structure of a wooden building structure using the joining bracket set, and wooden building

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