JPS608517A - Wood joint for load transmission - Google Patents

Wood joint for load transmission

Info

Publication number
JPS608517A
JPS608517A JP10380184A JP10380184A JPS608517A JP S608517 A JPS608517 A JP S608517A JP 10380184 A JP10380184 A JP 10380184A JP 10380184 A JP10380184 A JP 10380184A JP S608517 A JPS608517 A JP S608517A
Authority
JP
Japan
Prior art keywords
joint
load transmission
wooden
load
transmission according
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
JP10380184A
Other languages
Japanese (ja)
Inventor
ペ−タ−・ベルチエ
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
Publication of JPS608517A publication Critical patent/JPS608517A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/486Shear dowels for wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/49Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses with self-penetrating parts, e.g. claw dowels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2652Details of nailing, screwing, or bolting

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Dowels (AREA)
  • Grinding Of Cylindrical And Plane Surfaces (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、材木中の円、楕円又は他の幾町学図形の空洞
中に挿入される少なくとも1個の矩形の゛接合本体と、
該接合本体に保持され、それと直角に前記材木に延びる
複数の荷重伝達部材とを有する荷重伝達用木製継手に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention comprises at least one rectangular ``joint body'' inserted into a cavity of a circle, ellipse or other geometric shape in timber;
A load transmitting wooden joint having a plurality of load transmitting members held in the joint body and extending into the timber at right angles thereto.

木造建築物、特に固定継目で組合わせた骨組構造に於い
ては、特に隣接する梁の長手方向に張力が働くような場
合に、荷重伝達継手の果す働きは大きく、またそれによ
り生ずる問題も多々ある。
In wooden buildings, especially in frame structures assembled with fixed joints, load transfer joints play a large role, especially when tension is applied in the longitudinal direction of adjacent beams, and many problems arise as a result. be.

このような働きは接合部に於いて特に大きい。This kind of action is particularly large at joints.

梁の接合部に長手方向の溝を形成し、適当な寸法の金属
板を該溝内に入れ、梁の側面より穿孔し金属板表面上に
孔の位置決めをし、金属板を溝より取9出し穿孔を施こ
し、再び梁の溝内に挿入して、梁を貫通する梁孔を行な
う。次にねじを該孔に通し金属板を梁に固定する。固定
するねじの数及び挿入する金属板の断面積は伝達荷重の
大きさに合わせる。現行の建築条件に依れば金属板が梁
の表面まで延びて見えるような大きさであってはならな
いので、金属板の両側に木片を接着してW4を埋めて梁
の両側面と平らになるようにする。
A longitudinal groove is formed at the joint of the beam, a metal plate of an appropriate size is placed in the groove, a hole is drilled from the side of the beam, the hole is positioned on the surface of the metal plate, and the metal plate is removed from the groove. Drill a hole through the beam, insert it again into the groove of the beam, and make a beam hole that passes through the beam. Next, screws are passed through the holes to fix the metal plate to the beam. The number of screws to be fixed and the cross-sectional area of the metal plate to be inserted are adjusted to the size of the transmitted load. According to the current construction conditions, the metal plate cannot be so large that it can be seen extending to the surface of the beam, so I glued pieces of wood to both sides of the metal plate and filled W4 so that it was flush with both sides of the beam. I will make it happen.

梁の端部から突出する金けを細心の注意で溶接し接合部
を作るが、空間的制約と木が可燃物であるという事が溶
接作業上の問題となっている。
The joints are created by carefully welding the metal pieces that protrude from the ends of the beams, but space constraints and the fact that wood is flammable pose problems in the welding process.

このような継手の場合、先づ接合部を細部に渡り完全に
作る事を要し且つ金廊仮を適切な寸法に加工しなければ
ならない。しかも、公差上の問題から、金属板の正確な
取り付け及び穿孔は建築現場に於いてのみ可能である。
In the case of such a joint, it is first necessary to completely make the joint in detail, and the gallery temporary must be machined to appropriate dimensions. Moreover, due to tolerance issues, accurate mounting and drilling of metal plates is only possible at the construction site.

さもないと、接合誤差が生じた場合に梁内の金4板に垂
直に配設された荷重伝達部材(この場合止めねじ)が不
均等に応力を受ける結果となる。
Otherwise, in the event of a joining error, the load transmitting member (in this case the set screw) disposed perpendicularly to the four metal plates within the beam will be unequally stressed.

従ってそのような接合部の作成には多大な労力を必要と
する。特に大きな問題点は、建築現場に於いて多大の困
難な作業が必要であり、接合部の作成の為に、実際には
廉価である木造建築をコスト高のものとしている。
Therefore, creating such a joint requires a great deal of effort. A particularly big problem is that a great deal of difficult work is required on the construction site, and the creation of joints makes what is actually an inexpensive wooden building expensive.

梁がつき合せ接合され、引張荷重の伝達がそれらの梁間
に生じるような場合、両梁の端部に芯合せした孔をあけ
、ねじを切ったピ/を通して孔内に接着する方法が知ら
れている。しかし、この接,着部に荷重の均等な伝達を
妨げる張力が発生する。
When beams are butt-jointed and the transmission of tensile loads occurs between them, it is known to drill aligned holes in the ends of both beams and glue the screws through threaded pins into the holes. ing. However, a tension force is generated at this contact portion that prevents the load from being evenly transmitted.

さらに、この種の接合は耐老化性がない。もし、ひび割
れが発生すると、荷重伝達能力が著しく低下する。
Furthermore, this type of bond is not aging resistant. If cracks occur, the load transmission ability will be significantly reduced.

上述の如き既知技術の問題点に鑑み、本発明は、設計、
作成及び建築現場での組豆゛てに要する労力を最少限に
抑える荷重伝達用木製継手を提供するという問題に関す
る。
In view of the problems of the known technology as described above, the present invention has a design,
The problem relates to the problem of providing a load-transferring wooden joint that minimizes the effort required to make and assemble it on a construction site.

この問題を解決するため、本発明に依れば、上記の金川
阪の代りに、梁本体の表面に空洞を設け、ジベルをはめ
込む。このジベルには押し込み式の荷重伝達部材がジベ
ル本体に直角に配列され、ジベルが空洞に挿入されると
、該部材は外側に飛び出る。これ等の部材はジベルに加
わった張力を、既知の金属板の止めねじと同様に、梁に
伝達する。
In order to solve this problem, according to the present invention, instead of the above-mentioned Kanagawasaka, a cavity is provided on the surface of the beam main body, and a dowel is fitted into the cavity. This dowel has push-in load transfer members arranged at right angles to the dowel body, which spring out when the dowel is inserted into the cavity. These elements transmit the tension applied to the dowel to the beam, similar to known metal plate set screws.

この張力の上限は、ジベルの長さ、従って荷重伝達部材
の数には建築上の制約がないので、ジベル本体の断面積
の大きさによシ決定される。
The upper limit of this tension is determined by the size of the cross-sectional area of the dowel body, since there are no architectural constraints on the length of the dowel and, therefore, on the number of load-transferring members.

このようなジベルの組付け作業は単にドリル又は切削ヘ
ッドに依り梁上に凹部を設けるだけである。ジベル本体
を単にその凹部に挿入し、最後に梁間の荷重伝達を可能
にするために、荷重伝達部材を必要な距離だけ押し出す
The assembly of such a dowel simply involves creating a recess on the beam using a drill or cutting head. Simply insert the dowel body into its recess and finally push out the load transfer member the required distance to enable load transfer between the beams.

特に有利な点は、製材所又は合板製梁の製造所に於いて
ジベル′fL適切な寸法に切断する時に梁に挿入固足し
、建築現場では継手部拐を糾みつけるだけの作業で済む
ということである。このようにして、建築現場での作業
量を削減できる。
A particular advantage is that in sawmills or plywood beam factories, the dowels can be inserted into the beams when cutting them to the appropriate size, and at the construction site it is only necessary to check the joints for breakage. It is. In this way, the amount of work at the construction site can be reduced.

本発明によるジベルは種々の大きさでの製造が可能であ
り、所定の最大荷重に合わせて設剖が出来る。従って、
ジペルの製造に於いては適当な強度の選択の問題に専念
するだけとなる。従来のように継手箇所ごとに接合部を
作成する作業は必要なくなる。
The dowel according to the invention can be manufactured in various sizes and configured to suit a given maximum load. Therefore,
In the production of Zipel, only the problem of selecting the appropriate strength remains. There is no longer a need to create joints for each joint as in the past.

本発明のジベル及び荷重伝達部材の設計にとって好まし
い作成上の問題解決方法が多々ある。例えば、荷重伝達
部材を蘇歯状又は有刺状の部材として、張力がジベルに
加わった時にこの部材が飛び出して各々別々にジペルに
垂直な位置に回り込んでその位置に固定するように設計
してもよい。
There are a number of manufacturing problem solutions that are preferred for the dowel and load transfer member designs of the present invention. For example, the load transmitting member may be a toothed or barbed member designed so that when tension is applied to the dowel, this member pops out and wraps around the dowel separately to a position perpendicular to the dowel and is fixed at that position. It's okay.

本発明の一実施例に於いては、ジペル本体は中空で側面
に複数の開口を配置してある。荷重伝′達部材は該開口
に適合するように配設されたピンで該ビンが外側に飛び
出した最終位置にある時、該開口部の内側即ちジペルの
内側部が該ビンをその位置に支持し、従って荷重は該ビ
ン及び開口を介して中空ジペル本体の壁に伝達される。
In one embodiment of the invention, the zipel body is hollow and has a plurality of openings arranged on its sides. The load transmitting member is a pin arranged to fit into the opening, so that when the bottle is in the final position where it protrudes outward, the inside of the opening, that is, the inside of the zipper, supports the bottle in that position. The load is therefore transferred to the wall of the hollow zipper body through the bottle and the opening.

該ピンが飛び出していない位置では、該ビンの内側端は
中空ジベルの空洞内に位置し、核ピンの外側端は該開口
に外側に向って延びている。外側に向いた該ピンの端部
はジベル本体の外面からクベルを材木の空洞に挿入する
のに邪魔になるほど飛び出してはいない。
In the unextended position of the pin, the inner end of the vial lies within the cavity of the hollow dowel and the outer end of the core pin extends outwardly into the opening. The outwardly directed end of the pin does not protrude from the outer surface of the dowel body so much as to interfere with insertion of the dowel into the timber cavity.

このような設計のジペルは製造も簡単であシ、荷重伝達
能力も高く、とのジベルを装備する梁が古くなりひび割
れが生じても、伝達能カは実質的に変化しない。という
のは、ピンの配設個所にひび割れが生じても、ビンが応
カの作甲しない外側の木材内最終位置に突出しているの
で、ピ/の荷重伝達能力に何等影響を与えない。
Gibels of this design are simple to manufacture and have a high load carrying capacity, which remains virtually unchanged even as the beams on which they are mounted age and develop cracks. This is because even if a crack occurs at the location where the pin is installed, it will not affect the load transmission capacity of the pin in any way because the pin protrudes to its final position inside the wood on the outside where it will not be reinforced.

本発明の一実施例に依れば、ビンは最終位置に固定され
、例えば交番荷重又は振動があっても、元のジベル中空
内の位置に戻ったりしないように設計されている。
According to one embodiment of the invention, the bin is fixed in its final position and is designed so that it does not return to its original position in the dowel cavity, even under alternating loads or vibrations, for example.

好ましくは、ジペル本体は円形の断面を有し、ピンは該
ジベルから放射状に延設する管状体である。しかし、接
合する梁が薄い断面の場合、ジベルの断面もまた薄い形
状、例えば楕円形であってもよい。この場合、ビンはジ
ベル本体の端部すなわち小さい面にのみ配置するのが望
ましいであろう。
Preferably, the dowel body has a circular cross section and the pins are tubular bodies extending radially from the dowel. However, if the beams to be joined have a thin cross-section, the cross-section of the dowel may also have a thin shape, for example an ellipse. In this case, it may be desirable to place the bin only at the end or small side of the dowel body.

また、ビンの断面は正方形又は長方形であってもよい。Also, the cross section of the bottle may be square or rectangular.

この場合、一面を張力の方向に対し直角に向けるようピ
ンを配置する事で荷重の伝達をできるだけ大きくするこ
とができる。しかし、本発明の一実施例に依れば、ビン
断面が円形であり、ビンの外側端をとがらして、木材中
にビンが容易に貫通するようにした場合に利点がある。
In this case, load transmission can be maximized by arranging the pin so that one side is oriented perpendicular to the direction of tension. However, according to one embodiment of the invention, it is advantageous if the bottle cross section is circular and the outer edge of the bottle is sharpened to facilitate penetration of the bottle into the wood.

即ち、そのような形状のビイの作成及びそれに合う孔の
形成は特に簡単であり、ジベル本体の断面の荷車能力に
依るビンの装着数に限界はあるにしても、ジベル本体の
長さは原理的には無制限であり、従ってビンのこの形状
に依る荷重伝達能力の幾分かの低下はさし7て問題では
ない。特に、ジベル本体の外壁上の局所的荷重は開口の
あたりで低下し、全体としての本発明のジベルの荷重能
力は大きくなる。
In other words, it is particularly easy to create a bottle with such a shape and form a hole to fit it, and although there is a limit to the number of bottles that can be attached depending on the cart capacity of the cross section of the dowel body, the length of the dowel body can be determined in principle. is essentially unlimited, so some reduction in load carrying capacity due to this shape of the bottle is not a significant problem. In particular, the local load on the outer wall of the dowel body is reduced around the opening, and the load carrying capacity of the dowel of the invention as a whole is increased.

本発明の一実施例に依れば、ピンはジペル本体の長手方
向軸に平行に少くとも一列設けられる。
According to one embodiment of the invention, the pins are provided in at least one row parallel to the longitudinal axis of the zipel body.

この設計に依りジベルの縁部から梁の側面までの間隔が
小さくても、ビンが外側に突出しないように確実にジペ
ルを挿入することが本発明の場合可能である。
Due to this design, even if the distance from the edge of the dowel to the side of the beam is small, it is possible in the case of the present invention to insert the dowel reliably so that the bottle does not protrude outwards.

複数列のピ/を設ける場合、隣接する列のピンをジベル
の長手方向にジグザグに配置した方がジベル本体の壁の
強度金損ねないという利点がある。
When a plurality of rows of pins are provided, it is advantageous to arrange the pins in adjacent rows in a zigzag pattern in the longitudinal direction of the dowel so as not to impair the strength of the wall of the dowel body.

ジベル本体の開口に対応する各ピンをその最初の位置に
、固まらない接着剤を用いて外側から接着定置すること
も町能である。ジベルを梁の対応する窒洞に挿入した後
、ピンを定置している接着剤の接着作用を壊して、ピ/
をピストンの様に外に押し出す為に高い液圧をノベルの
中空部にかけるだけでよい。しかしこの場合、かける圧
力が均等でも、木材内部の各ビ/に対する抗力がまち捷
ちで、従ってピンが木材中に均等に突出しないという欠
点がある。この欠点をIi除する為に、本発明の他の実
施例では、ビ/の内側端を各列ごとにジベルの長手方向
に配置した内部ウエブに装着する。この内都ウエブはピ
ンが押し出された時の位置決めを行い、各ビンが最適な
最終位置に定直する働き乞する。
It is also customary to glue and fix each pin corresponding to the opening in the dowel body in its initial position from the outside using an adhesive that does not harden. After inserting the dowel into the corresponding hole in the beam, the adhesive action of the adhesive holding the pin in place is broken and the pin/dowel is inserted.
All you have to do is apply high hydraulic pressure to the hollow part of the novel to push it out like a piston. However, in this case, even if the applied pressure is uniform, the resistance against each pin inside the wood is different, and therefore the pins do not protrude evenly into the wood, which is a drawback. In order to eliminate this drawback, in another embodiment of the invention, the inner ends of the bolts are attached to internal webs arranged longitudinally of the dowel in each row. This internal web positions the pins as they are pushed out, and helps ensure that each pin is reset to its optimal final position.

基本的には長手刀向ウエブにビンを固定しなくても、し
ウエブをジペルの内壁に対し押しつけるだけで該ビ/を
突出位置に足置することが可能である。しかし、出来る
だけ低コストで手早くジベル内にピノを配設する方法と
して、本発明の別の実施例では、ビンを長手刀向ウエブ
に強固に溶接し、しかる後に、このウエブをシベルの中
空部に、ビンがそれぞれ対応する開口に対置するように
挿入することでビ/の配設が簡単にできる。
Basically, it is possible to place the bottle in the protruding position simply by pressing the bottle against the inner wall of the zipper without fixing the bottle to the longitudinal web. However, as a quick and cost-effective way to place a pinot in a dowel, another embodiment of the invention is to weld the bottle rigidly to a longitudinal web, which is then attached to the hollow part of the dowel. By inserting the bottles so that they are opposed to each other in the corresponding openings, the bottles can be easily arranged.

本発明の他の実施例では、各列の開口は内側で溝に依っ
て連結され、該溝内に対応する長手刀向ウエブを収容す
る設計となっている。逆に言えば、各長手方向ウエブは
内部溝内に支持されて荷重伝達を促進する。
In another embodiment of the invention, the openings of each row are connected on the inside by a groove and are designed to receive a corresponding longitudinal web within the groove. Conversely, each longitudinal web is supported within an internal groove to facilitate load transfer.

本発明の別の実施例では、各長手方向ウエブは外側位置
でジベル本陣に溶接され、ジベル本体は梁に取り外し出
来ないように固定される。
In another embodiment of the invention, each longitudinal web is welded to the dowel body at an outer position, and the dowel body is permanently fixed to the beam.

本発明の他の実施例ではピンを押し出す拡張部材が設け
られている。該拡張部材はピンを突出位置に押し出すた
めにジベルの中空部に挿入される。
Another embodiment of the invention provides an expansion member for pushing out the pin. The expansion member is inserted into the hollow part of the dowel to force the pin into the extended position.

この拡張部材は複数部品から俳成されて拡張作用を行な
うとともにビンを最終位置に押し出した後はジベル中空
部から引き抜かれるようにしてもよい。本発明の他の実
施例では、拡張部材は先の尖った挿入ビンで、該ビンの
挿入に依り、挿入ピ/尖角部の傾斜面が各荷重伝達ピン
又は長手万向ウエブを押す。挿入された拡張部材はその
まま中に止まるのでビンは元の例えば初期位置に押し戻
されることはない。
The expansion member may be composed of multiple parts to provide the expansion effect and to be withdrawn from the dowel cavity after the bottle has been pushed into its final position. In another embodiment of the invention, the expansion member is a pointed insertion pin, upon insertion of which the sloping surface of the insertion pin/point presses against each load transfer pin or longitudinal universal web. Since the inserted expansion member remains in place, the bottle is not pushed back to its original, eg, initial position.

本発明の他の実施例に依れば、ノベル2I−体の少くと
も一媒に内面ねじが切ってあり、組立て用の荷重伝達連
結ピ/がねし結合できるように設馴してある。
According to another embodiment of the invention, at least one portion of the novel 2I body is internally threaded to provide for a load-transfer connection pin/gear connection for assembly.

該内面ねじはジベル内の前述の荷重伝達ピノのある所に
設けてもよい。この場合、該ビンが最終位置にある時に
は連結ビンのねじ係合の邪疋にならないよう設計されな
けれは女らない。本発明の他の実施例では、開口部及び
ビ/を有するジベル本体の荷重伝達部が内面ねじの切っ
てある!,14郡に連結されるように設計すると利点が
ある。ノベルが梁の端面にねじ結合される場合、ただひ
とつの端部が必要である。本発明の別の笑施例では、ン
ベルがその両端に左右逆方向に切ったねじ部を有する設
計の楊合にも利点が見られる。従って、梁と梁を端面を
合わせて大きな張力で鯖合する場合、ジベル上の左右逆
方向に切った双方のねしmt係合させるようにジベルを
組つける。梁端面間の各ねじ部上に締付けボルトを設け
、丁度巻取機の締付けホルトのように締めつけ可能にし
てもよい。、該紹付けボルトが締められた後のギャング
は棋゛等で塞ぐ必要があろう,、 本発明に依るジベルを梁に対し垂直に、ジベル両端がそ
れぞれ梁の面に突出するように設ける事も可能である。
The internal thread may be provided within the dowel at the location of the aforementioned load transfer pin. In this case, the design must be such that the screw engagement of the connecting pin does not occur when the pin is in its final position. In another embodiment of the invention, the load transmitting portion of the dowel body with the opening and the opening is internally threaded! , 14 counties are advantageously designed. If the novel is screwed to the end face of the beam, only one end is required. In another embodiment of the invention, advantages may be found in a coupling design in which the bell has counter-rotating threads at both ends thereof. Therefore, when the end faces of two beams are brought together and joined together with a large tension, the dowels are assembled so that the threads mt of both sides cut in opposite directions on the dowel are engaged. A tightening bolt may be provided on each threaded portion between the end faces of the beam so that it can be tightened just like a tightening bolt on a winder. , After the introduction bolt is tightened, the gang will need to be blocked with a stick, etc. The dowel according to the present invention is installed perpendicularly to the beam, with both ends of the dowel protruding from the surface of the beam. is also possible.

この方法に於いて、荷重伝達ビンは梁を通して相互に向
い合って配置される。適jg′J〃寸法の荷重伝達ボル
トをシベル本体に溶接もしくはねじ止めすることにより
、引張り強さ′と横方向の機杼的強度の大きい継手が得
られる。
In this method, the load transfer bins are placed opposite each other through the beam. By welding or screwing a load transmission bolt of appropriate size to the shivel body, a joint with high tensile strength and lateral mechanical strength can be obtained.

本発明の他の実施例では、挿入ビンの端部に−■述の内
側ねしに係合する外側ねじを設けてある。
In another embodiment of the invention, the end of the insertion bin is provided with an external thread that engages with the internal thread described in -2.

六角ソケント等の適切な形状の部材を介して該挿入ビン
をジベル本内の中空部にねじ結合し、ねじ部の荷重伝達
効呆に依り荷重伝遅ビンを押し広ける。該挿入ピ/が挿
入位置に入れられると、前記荷重伝達ピ/が内側ねじ中
にねじ込まれる。このようにして挿入ビンと荷車伝達ビ
ンは相互に締付け合い、本木製継手に衝撃又は類似の影
響が加えられでも緩むことのない長い耐性の結合が得ら
れる。
The insertion pin is screwed into a hollow part within the dowel book through a suitably shaped member such as a hexagonal socket, and the load transmission effect of the threaded part forces the load transmission pin apart. When the insertion pin is placed in the insertion position, the load transfer pin is screwed into the internal thread. In this way, the insert bin and the cart transmission bin are tightened together, resulting in a long-lasting connection that will not come loose even when the wooden joint is subjected to impacts or similar influences.

該挿入ピンはその端部に、荷重伝達ビンが押し出された
後ジベルの端部よリ長く延設する軸部を設けてもよい。
The insertion pin may have a shank at its end extending beyond the end of the dowel after the load transfer pin is pushed out.

ねじ部を強固にする必要がある場合は、スポット溶接、
接着又は類似の方法が用いられる。該挿入ピン軸部が荷
重伝達ビンを構成する。
If it is necessary to strengthen the threaded part, spot welding,
Adhesion or similar methods may be used. The insertion pin shaft portion constitutes a load transmission bin.

本発明の別の実施例では、ジペル本体の端部は空洞を設
けた梁本体と同一水平面を有する。これは、前にも述べ
たように、梁端部からのジベル突出に依る輸送上の問題
を解決するようにジベルを工場で組付け可能という利点
を提供する。ジベルの外部に向って開いた空洞は、ねじ
係合可能にした合成プラグ等で塞ぐようにしてもよい。
In another embodiment of the invention, the end of the zipel body has the same horizontal plane as the hollow beam body. This offers the advantage, as previously mentioned, that the dowel can be assembled in the factory so as to solve the transport problems caused by the dowel protruding from the beam end. The outwardly open cavity of the dowel may be closed with a threadedly engageable synthetic plug or the like.

ジベルを梁中の空洞から突出させて、荷重伝達ピンの役
割をジペルに課すことも原理的に可能である。
It is also possible in principle to make the dowel protrude from the cavity in the beam and to impose the role of a load transmission pin on the dowel.

既に述べたように、内部のジベルの断面は接合される梁
の断面に合わせて決定される。しかし、接合面が大きい
場合等は特に複数のジベルを並列に配設する方法が利点
がある。この場合、ジベルは標準品金大量に低コストで
製造できるという利点をも併せ持つ。
As already mentioned, the cross section of the internal dowel is determined according to the cross section of the beam to be joined. However, especially when the joint surface is large, it is advantageous to arrange a plurality of dowels in parallel. In this case, the dowel also has the advantage of being able to produce standard gold in large quantities at low cost.

本発明のジベルは、最初に述べた従来技術に依る継手と
は異υ、溶接に依らない接合部の作成に特に適している
。本発明に依れば、接合部で接合される梁の数に対応す
る面の数を有する多角形の断面の中空管体が提供され、
該中空管体の幅は各梁の端部の幅に対応して決定される
。該多角形中空管体の各側面には、複数の穴が、梁の端
部を越えて荷重伝達ビン又は突出型ジベルが延設すると
ころに開いている。該ピン又はジペルは相互に且つ多角
形中空管体に該中空管体の内側から溶接される。
The dowel of the invention, unlike the prior art joints mentioned at the outset, is particularly suitable for making joints that do not rely on welding. According to the present invention, there is provided a hollow tube with a polygonal cross section having a number of faces corresponding to the number of beams joined at the joint,
The width of the hollow tube is determined according to the width of the end of each beam. A plurality of holes are drilled into each side of the polygonal hollow tube where the load transfer bins or projecting dowels extend beyond the ends of the beams. The pins or zipels are welded to each other and to the polygonal hollow tube from the inside of the hollow tube.

本木製継手の場合、多角形中空管体に開口を形成する際
には高い精度は要求されない。と言うのは、溶接時に不
児全な開口の補正が可能だからである。多角形中空管体
は工場で完全に穿孔され、建築現場で単に結合ビ/をジ
ベルにねじ係合させるたけで継手を形成することが出来
、必要なら、突出部を備えたジペルを有する各梁を該多
角形中空管体内に入れ、最後に該中空管体の内側より溶
接を施す。溶接作業は該中空管本の比較的広い上部から
行う。該中空管体の壁に依り5!¥{接する梁が焦げつ
くようなことはない。建祭現場で、金融切断のような作
業は不要である。
In the case of genuine wooden joints, high precision is not required when forming the opening in the polygonal hollow tube. This is because it is possible to correct undesired openings during welding. The polygonal hollow tubes are fully perforated at the factory and the joint can be formed at the construction site by simply threading the coupling bolts into the dowels, each having a dowel with a protrusion, if necessary. The beam is placed inside the polygonal hollow tube, and finally welding is performed from the inside of the hollow tube. The welding operation is performed from the relatively wide upper part of the hollow tube. 5 depending on the wall of the hollow tube! ¥¥¥¥¥¥¥ ̄ ̄¥¥¥¥ ̄¥¬¥¥¥¥ ̄¥¬¥¥¥¥￱¥¥¥¥￱¥¥¥¥¥¥££ ̄ョョョ¥¥¥¥¥¥£. Work such as financial cutting is not necessary at the construction site.

伝達する荷重が小さければ、多角形中空管体を省くこと
ができ、この場合は各ジベルの突出端が梁をつき合せた
時に相互に接し、直接溶接ができる大きさに設計してあ
る。
If the transmitted load is small, the polygonal hollow tube can be omitted, and in this case, the projecting ends of each dowel are designed to be sized so that they touch each other when the beams are brought together and can be directly welded.

本発明はジベルに依る二本以上の木材の接合及びジベル
本体だけでなくそのような木製継手の作成方法に関する
。本作成方法は製造所に於ける材木本体上の少くともジ
ベルの荷重伝達部材の領域で締付ける事から成る。この
場合、木材が裂けることのないように荷重伝達部材を押
し広げる時にこの締付け作業を行う。層状に重ねた木を
圧着して合仮を作る過程で、木材の圧着作中自体が本発
明に依る荷重伝達部材を押し広ける。
The present invention relates to joining two or more pieces of wood by means of a dowel and to a method for making such a wooden joint as well as the dowel body. The method of making consists of tightening at least the area of the load-transferring member of the dowel on the timber body in the mill. In this case, this tightening operation is performed when the load transfer member is spread apart to prevent the wood from splitting. During the process of crimping the layers of wood to form a bond, the process of crimping the wood itself forces the load transfer member according to the invention apart.

本発明の一実施例に依れば、締付け圧力が木に加えられ
る時、挿入ピンは液圧の作用でジベル内に挿入されるが
、この場合挿入ピ/を液圧ピストンとして作用させて挿
入するが、又は液圧ピストンを挿入ビン頭部に当てがっ
て押しこむ。
According to an embodiment of the invention, when the clamping pressure is applied to the wood, the insertion pin is inserted into the dowel under the action of hydraulic pressure, in which case the insertion pin acts as a hydraulic piston. Alternatively, press the hydraulic piston against the head of the insertion bottle.

しかし、代替的な実施例では、荷重伝達ピノをテルミッ
ト溶接に依る圧力波の作用で押し広げ、同時にその温度
でノベル本俸に溶接する。
However, in an alternative embodiment, the load transfer pinot is forced apart under the action of a pressure wave by thermite welding and simultaneously welded to the novelty at that temperature.

本発明は更に連結ジベルの突出喝を挿入させ溶接するこ
とで多角形中空管体の両面を塞ぐ継手の作成方法に関係
する。本発明は特に優れた、応カの生じない溶接方法で
あるばかりでなく、他の溶接方法に比較して溶接中に起
る高温にもがかわらず溶接過程に必要な熱の全体量は小
さいので、周辺の木材には小さな熱応カしか起らないと
いう利点を有する。更に、面倒な上向溶接の必要もない
The invention further relates to a method for making a joint which closes both sides of a polygonal hollow tube by inserting and welding the projections of the connecting dowel. Not only is the present invention a particularly superior stress-free welding method, but the overall amount of heat required for the welding process is small compared to other welding methods, despite the high temperatures that occur during welding. Therefore, it has the advantage that only a small thermal reaction occurs to the surrounding wood. Furthermore, there is no need for troublesome upward welding.

最後に、テルミソト溶接は半熟練の作業員にも出来る。Finally, Termisoto welding can be done by semi-skilled workers.

以上の如く、継手のような木造建隋物中の精妙な部材を
、建築現場で個別の作業を行うことも、追加的な取付け
作業も行うこともなく、極めて短時間で組伺け氾接をす
ることが可能て・ある。
As described above, delicate components in wooden buildings such as joints can be assembled in an extremely short time without having to perform individual work on the construction site or additional installation work. It is possible to do that.

本発!!J4ば以上の特徴によ9廷築コストをTけ建築
作業時間を短くするのに大きく貢献する。
The real deal! ! The features above make a major contribution to reducing construction costs and shortening construction work time.

以上の説明でn、木製継手ではゾベルがそれと連結する
構造体に力を伝達する荷重伝着部材ケイ〕する結合体を
惜成する。
In the above explanation, in the case of a wooden joint, the load transmitting member that transmits force to the structure connected to the joint is formed.

しかし、管状のジベルの代りに、測而に列状にビンを配
設した引張り強さの大きい単なる金川細片を用いてもよ
い。この場合該金1.ftIi片の緑部を鈍角にするか
又(は刃の様に鋭くする方が望ましい。
However, instead of a tubular dowel, a simple Kanagawa strip with high tensile strength and having pins arranged in a measured row may be used. In this case, the money 1. It is preferable to make the green part of the ftIi piece obtuse or sharp like a blade.

このような金繻細片は装着したビ/と共に空洞内に挿入
するが、該ビノの長さは該空洞の面径に対応させ、押し
込み具を該金烏細片のピンのない面と空洞の向い側の壁
面との間に差し込んで該ピ/を空洞内壁に半径方向に押
し込む。
This type of metal strip is inserted into the cavity together with the attached pin. The length of the metal wire corresponds to the surface diameter of the cavity, and the pushing tool is inserted between the pin-free surface of the metal wire strip and the cavity. Insert it between the opposite wall and push the pin into the inner wall of the cavity in the radial direction.

これらのピンは中空状であることが望ましい。These pins are preferably hollow.

ピンが伝達する力は金属細片中を伝わるので、金些細片
の材質及び寸法は適切に選ぶ必要がある。
Since the force transmitted by the pin is transmitted through the metal strip, the material and dimensions of the metal strip must be selected appropriately.

該空洞の開口部に於いて、該金属細片は力の伝達を受け
る荷重伝達部材に結合されて、そこから、前述のジベル
の様に、力の伝達を行う。
At the opening of the cavity, the metal strip is connected to a load transmitting member, from which force is transmitted, like the previously described dowel.

この設計の特長は比較的精巧な造りを要する冫ベルが不
要であること、且つピンにより補強される金員細片が空
洞内壁に半径方向に圧着する点が該空洞を有する木材の
形状及び伝達される荷重の大きさに依シ選択できるとい
うことである。金樹細片の数も伝達される力の大きさに
対応させて決められる。結果として、建築上特に必要な
太きl汎用性が得られる。
The advantage of this design is that there is no need for a bell that requires a relatively elaborate construction, and that the metal strips reinforced by pins are radially pressed against the inner wall of the cavity, which improves the shape and transmission of the wood containing the cavity. This means that the choice can be made depending on the magnitude of the load being applied. The number of goldwood strips is also determined in accordance with the magnitude of the force to be transmitted. The result is a high degree of versatility, which is particularly needed in architecture.

金属細片を近接して配置することも可能であるが、空洞
内の該金属細片は外周に沿って互に離して配設した方が
良い。
Although it is possible to arrange the metal strips close together, it is preferable that the metal strips in the cavity are spaced apart from each other along the outer periphery.

荷重の作用により金属細片が空洞の中心方向へ曲ったリ
しないように、各金属細片を挿入した後、9洞内に障害
物を構成しないように支持部材を差し込むか、さらに望
ましくは圧入するとよい。
In order to prevent the metal strips from bending toward the center of the cavity due to the action of the load, after inserting each metal strip, a support member is inserted or more preferably press-fitted into the cavity so as not to constitute an obstruction. It's good to do that.

この支持部材は堅い木製のロンドか鋼管でもよい。必要
ならば該支持材を半径方向に配置した金属細片の内面に
接着してもよく、この場合荷重伝達はこの接着部を介し
ても行なわれる。
This support member may be a rigid wooden rond or a steel tube. If necessary, the support can be glued to the inner surface of the radially arranged metal strip, in which case the load transmission also takes place via this glue.

孔全開けた支持部材に例えばテルミット溶接等の方法で
該金に細片の結合に依る荷重伝達部材ケ作成することも
町能である。しかし、空洞の開口部に位置する該金川片
の端部にリノグを結合することで必要な荷重伝達部材金
惜成する方が望ましい。このり/グは例えば該金に細片
に溶接できる。
It is also possible to create a load transmitting member by bonding strips to the gold using a method such as thermite welding to the support member with the holes fully drilled. However, it is preferable to save the necessary load-transferring member by joining a linog to the end of the metal piece located at the opening of the cavity. The glue/glue can be welded to the gold in strips, for example.

しかし、各金目細片の端部のピンの突き出ている側に突
起部を有し、そしてり/グけ該金屈細片上の突起部が係
合する溝をその内側周辺部に有する環状体として設計さ
れる。
However, an annular body having a protrusion at the end of each metal strip on the side from which the pin protrudes and has a groove on its inner periphery in which the protrusion on the metal strip engages. Designed as.

本発明の一実施例に依れば、この環状体は空洞の開口部
の拡大直径部に挿入され、その上部表面は材木の外面と
同一平面上にある。却み込み作業の時は、この環状体を
最初に挿入し、各金訛細片を順次挿入して圧着し、それ
等の突起部と環状体の内側溝の保合をその圧着と回時に
行う。次に挿入される支持部材は該突起部の所まで延設
しているので金属細片が空洞の中で曲ることはない。
According to one embodiment of the invention, this annular body is inserted into the enlarged diameter of the opening of the cavity, the upper surface of which is flush with the outer surface of the timber. During the closing work, this annular body is inserted first, each gold accent strip is inserted and crimped one after another, and the projections and the inner grooves of the annular body are secured during crimping and rotation. conduct. The support member inserted next extends to the protrusion so that the metal strip does not bend inside the cavity.

継手の中空部に例えば溶接等により結合する接続ボルト
を係合するために、項状体の開口側に内側ねじを切るこ
とが望ましい。
In order to engage a connecting bolt which is connected, for example by welding, to the hollow part of the joint, it is desirable to cut an internal thread on the open side of the collar.

第1図は実物の2.5倍の大きさに縮小され、第2図乃
至第6図は実物の2分の1の大きさ、第7図は火物の2
倍で本発明の継手の一実施例を示す。
Figure 1 is reduced to 2.5 times the actual size, Figures 2 to 6 are reduced to 1/2 the actual size, and Figure 7 is reduced to 2.5 times the actual size.
An embodiment of the joint of the present invention is shown in double magnification.

第1図は合板製の梁1の端部の略図であり、第2図はそ
の長方形の断面を示す。
FIG. 1 is a schematic representation of the end of a beam 1 made of plywood, and FIG. 2 shows its rectangular cross section.

合板製の梁1の端面に、その長手方向に対し同軸的且つ
その断面で互に対称的に2本のジベル2が配設してあり
、該ジベルは外径42。4跋・厚さ8mの継目なし鋼管
から作られている。
Two dowels 2 are arranged on the end face of a plywood beam 1 coaxially with respect to its longitudinal direction and symmetrically with respect to each other in its cross section, and the dowels have an outer diameter of 42.4 mm and a thickness of 8 m. Made from seamless steel tubing.

該ジベルの鋼管部の内側にはその全長の4分の3に達す
る幅8謬深さ4器の6本の溝8が等間隔で鋼管部の左側
(第1図から見て)から走っている。
On the inside of the steel pipe section of the dowel, six grooves 8, eight inches wide and four deep, extending three-quarters of its total length, run at equal intervals from the left side of the steel pipe section (as viewed from Figure 1). There is.

合板製梁1の端面側のジベル本体3の端部には内側ねじ
7が切ってあシ、該内側ねじは溝8の端部の近くまで延
びている。
An internal thread 7 is cut into the end of the dowel body 3 on the end face side of the plywood beam 1, and the internal thread extends close to the end of the groove 8.

溝8はその全長に沿って開けられた等間隔の穴によって
ジベル本体3の外壁に連通され、該穴には直径6mの円
形ビン4が挿入される。各ピン4の全長は20臥でビン
のジベル本体3の内側に向いた瑞部はその内1flii
掠と同一の3F・面上にあるので、ピン3は外側に約1
2甑突き出ている。
The groove 8 is communicated with the outer wall of the dowel body 3 by equally spaced holes drilled along its entire length, into which a circular bottle 4 with a diameter of 6 m is inserted. The total length of each pin 4 is 20 degrees, and the groove facing the inside of the dowel body 3 of the bottle is 1flii.
Since it is on the same 3F/plane as the hole, pin 3 is about 1 inch outward.
2 pots are sticking out.

名ビン4の挿入される該大の利法はビン4がその中で決
った方向に整然と似!けるように設計されている。
The method of inserting the name bottle 4 is that the bottle 4 is neatly similar to the direction determined in it! It is designed to be used.

各ビ/4の外側居1ミは尖っている。The outer edge of each B/4 is pointed.

各ピ/4の内側端は切頭円ピ1.形に形成ざれ長平方向
ウエブ5上に適切に開けられた穴に溶接されている。長
手方向ウエプ5は、各ビン4がジベル本体3内から押し
出された時(第1図の位置)に、溝8の中に入り込むよ
うな寸法に設計されている。
The inner end of each pi/4 is a truncated circular pi 1. It is formed into a shape and welded into a suitably drilled hole on the elongated web 5. The longitudinal webbing 5 is dimensioned to fit into the groove 8 when each bottle 4 is pushed out of the dowel body 3 (the position shown in FIG. 1).

ピン4を・長手方向ウエブ5にリベットによリ取9つけ
でもよい。iチ2図及び第7図では図の簡略化の為に技
手方向ウエブ5を省いてある。
The pin 4 may be attached to the longitudinal web 5 by means of a rivet. In FIG. 2 and FIG. 7, the operator direction web 5 is omitted for the sake of simplification.

ジベル2は以下に述べるような方法で組付けが出来るよ
うに作成されている。各ピ/4をその内側切頭円錐部を
介して畏手方向ウエプ5の対応する穴又は四部に溶接し
て、第4図に示すようなピン仮5,4を構成する。第1
図に示す如く、6本のピン板5,4をジベル本体3に挿
入し、各ピ/4の先端尖部をジベル本体3の壁にある対
応丁る大の中に収容する。ピン板5,4の最後の一本を
ジペル本体3の空洞に挿入する時、すでに挿入済みの隣
接するビン板5,4を第7図の点線で示す如く空洞内壁
に対して押しつける必要がある。全部のピ/板5,4が
入れられた後は、第7図の実線で示す位置を取る。さら
に第7図に示す如く、各長手万向ウエブ5はその内側両
縁を切りそろえてあるので、図の組み付け位置にある時
に隣接する長手方向ウエブ5と同一面を構成する。
The dowel 2 is made so that it can be assembled by the method described below. Each pin/4 is welded via its inner truncated conical portion to a corresponding hole or portion of the vertical web 5 to form pin temporary 5, 4 as shown in FIG. 1st
As shown in the figure, six pin plates 5 and 4 are inserted into the dowel body 3, and the tip of each pin plate 4 is housed in a corresponding size on the wall of the dowel body 3. When inserting the last of the pin plates 5, 4 into the cavity of the Zipel main body 3, it is necessary to press the adjacent pin plates 5, 4 that have already been inserted against the inner wall of the cavity as shown by the dotted line in Fig. 7. . After all the pins/plates 5, 4 are inserted, they take the position shown by the solid line in FIG. Further, as shown in FIG. 7, each longitudinal web 5 has both inner edges thereof trimmed so that it is flush with the adjacent longitudinal web 5 when in the assembled position shown in the figure.

第7図の組み付け位置のまま、2つの/ベノレ2は合板
製の梁1の端部のジベルの長さに対応する深さの穴に挿
入されている。
In the assembled position shown in FIG. 7, the two vents 2 are inserted into holes with a depth corresponding to the length of the dowel at the end of the plywood beam 1.

ンベル2を該穴に挿入した後、図に示す合板製の梁1の
端部を、ピン4が押し出された時に木が割れることのな
いように、締め付ける。次に第3図に示す挿入ピン6を
その尖部を先にしてジベノレ本体3の自由端にある空洞
に差入れ、液圧ピストン等を用いて第1図の位置へ圧入
する。この圧入に依シ挿入ピン6は長手方向ウエブ5全
押l2つけ、それに溶接止めされたビン4を外に押L出
ず。ピン4は、その尖った先端をシベル2の空泄1を取
り囲む材木中に貫通させることにより、ジベル2を合板
製の梁1の中に大きな引張力で固定する。
After inserting the bell 2 into the hole, the end of the plywood beam 1 shown in the figure is tightened to prevent the wood from splitting when the pin 4 is pushed out. Next, the insertion pin 6 shown in FIG. 3 is inserted into the cavity at the free end of the gib valve main body 3 with its pointed end first, and pressed into the position shown in FIG. 1 using a hydraulic piston or the like. Due to this press fit, the insertion pin 6 fully presses the longitudinal web 5 and does not push out the bottle 4 which is welded to it. The pin 4 fixes the dowel 2 in the plywood beam 1 with a large tensile force by passing its sharp tip through the timber surrounding the hollow 1 of the dowel 2.

挿入ピン6はこの挿入位置に止ど才るのでピン4がンベ
ル2内の元の位置に戻ることはなくなる。
Since the insertion pin 6 remains at this insertion position, the pin 4 will not return to its original position within the bell 2.

ジベル2の長さとピン4の数は伝達される引張り荷重に
基づいて決定される3、図の実施例で(弓、合仮製の梁
lの断面の寸法は14X.+81:Imである。
The length of the dowel 2 and the number of pins 4 are determined on the basis of the tensile load to be transmitted 3. In the example shown (bow, the cross-sectional dimensions of the composite beam l are 14X.+81:Im).

ジベル2の全長は4QCm,各長手方向ウエブ5の長さ
は3Qcmである。各長手方向ウエブ5は3cmの間隔
を置いた10本のビン4ヶ有する1.6本の長手方向ウ
エブ5はジベル本体3の中で相互に対して1b1一角度
で配置してある。
The total length of the dowel 2 is 4QCm, and the length of each longitudinal web 5 is 3Qcm. 1.6 longitudinal webs 5 each having 4 ten bins 3 cm apart are arranged in the dowel body 3 at an angle 1b1 with respect to each other.

第2図に示す如く、2つのジベル2は互いに15度ずら
して配設してあるので、2つのジベル2の間の隣り合っ
たピン4の先端の間の距離が可能なかぎり大きくなって
いる。
As shown in FIG. 2, the two dowels 2 are arranged 15 degrees apart from each other, so that the distance between the tips of adjacent pins 4 between the two dowels 2 is as large as possible. .

挿入ビン6の先端中心角度が60度でイ)Q、ジベル2
の空洞に押し込んだ時その底に突きささることのないよ
う先を丸くしてある。
When the center angle of the tip of the insertion bottle 6 is 60 degrees, a) Q, dowel 2
The tip is rounded to prevent it from hitting the bottom when pushed into the cavity.

内側ねじ7は右ねじ又は左ねじである。同様にジベル2
の他端にねじを切ってもよい。
The inner thread 7 is a right-hand thread or a left-hand thread. Similarly, Jibel 2
You may also cut a thread on the other end.

溝8は内側ねじ7を横切ってジペル本体3の全長に渡っ
て設けてもよい。
The groove 8 may be provided across the inner thread 7 and over the entire length of the zipel body 3.

2本のジベル2を装えた合板製の梁1は内側ねじ7に係
合する突出ピンを有し、直接に又は間に中空部材を介し
て同じような突出ピンを有する他の類似の梁1に溶接す
ることにより継手を構成してもよい。さらに、図示の梁
1を左右異なるネジを切った内側ネジ7を有する別の梁
lに突き合せ、その向い合った各端部で、それぞれ左右
反対にネジを切ってある同心状のトラ二オン・ベアリン
グを介して接合することも可能である。この場合、同心
状のトラ二オンを両側で係合する内側ネジ7に同じ方向
へ一回転させるだけでねじ結合することができる。
A beam 1 made of plywood equipped with two dowels 2 has a projecting pin that engages with an internal screw 7, and other similar beams 1 with similar projecting pins either directly or through a hollow member between them. The joint may be constructed by welding to. Furthermore, the illustrated beam 1 is butted against another beam L having internal threads 7 with different threads on the left and right sides, and concentric trunnions are formed at each of the opposite ends thereof, the threads being oppositely threaded on the left and right sides.・It is also possible to join via a bearing. In this case, the concentric trunnions can be threadedly connected to the internal threads 7 engaging on both sides with just one rotation in the same direction.

材料には鋼もしくは適当な合金を用いる。特にアルミ合
金のようなテルミット溶接に適した材料1ff17FI
口tN+りー(1;11/\く2ノが望ましい。
The material used is steel or a suitable alloy. Materials suitable for thermite welding, especially aluminum alloys 1ff17FI
口tN+ri (1; 11/\ku2ノ is desirable.

第8図は本発明のンベルの別の実施例を示している。本
実施例では上述のジベル本体3を必要としない。
FIG. 8 shows another embodiment of the bell of the invention. In this embodiment, the above-mentioned dowel main body 3 is not required.

図からも明らかなように、先づ木の梁1に筒状空洞10
があけられる。空洞10はその開口部に拡大直径部l4
を有する。
As is clear from the figure, there is a cylindrical cavity 10 in the first wooden beam 1.
can be opened. The cavity 10 has an enlarged diameter section l4 at its opening.
has.

以下に説明する僕造のピン板9.4が空洞1oに挿入さ
れる。
A manufactured pin plate 9.4, described below, is inserted into the cavity 1o.

正確に長方形の断面の金屈細片9の片面に一列の円筒状
中空ピン4を並べる。各中空ビン4はその自由端から穿
孔し端ぐりしてあるので先端周辺部は鋭い刃を構成して
いる。
A row of cylindrical hollow pins 4 are arranged on one side of a metal strip 9 having an accurately rectangular cross section. Each hollow bottle 4 is perforated and counterbored from its free end, so that the periphery of the tip forms a sharp blade.

これ等の中空ピン4は各々金域細片9の面上に等間隔で
溶接又は他の手段で装着されている。
These hollow pins 4 are each mounted on the surface of the metal strip 9 at regular intervals by welding or other means.

溶接による装着の場合、金属細片9の幅は中空ビン4の
直径より大きくなくてもよい。
In the case of attachment by welding, the width of the metal strip 9 need not be greater than the diameter of the hollow bottle 4.

金稠細片9は力の伝達に依って損傷することのないよう
に高品質の工具鋼を材料としている。
The gold strip 9 is made of high quality tool steel so that it will not be damaged by the transmission of forces.

中空ピン4′fr.付けた金演細片9を空洞1oに挿入
した時、金甑細片9の中空ピ/4の無い面とそれと向い
合った空洞lOの内壁との間に、押し付け具が差し込め
る充分な空間がとれるように中空ビン4の長さを設計し
てある。
Hollow pin 4'fr. When the attached metal strip 9 is inserted into the cavity 1o, there is enough space between the surface of the metal strip 9 without the hollow pin/4 and the facing inner wall of the cavity 10 to allow the pressing tool to be inserted. The length of the hollow bottle 4 is designed so that it can be removed.

該押し付け具は空洞10の壁に対して当てられる2つの
案内側面部材から構成され、該案内側面部材の間隙に依
り金m,ill片9は半径方向に対し外側に動かされる
。楔又は類似の道具を該案内側面部材と、空洞10の壁
及び金属細片9の背面との間に差し入れると、中空ピン
4は押されて梁lの中に入り込む。中空ビ/4の先端周
辺部が鋭い刃となっているので木が割れることもない。
The pressing device consists of two guide side members which are applied against the wall of the cavity 10, and the gap between the guide side members causes the metal piece 9 to be moved radially outward. When a wedge or similar tool is inserted between the guide flank and the wall of the cavity 10 and the back side of the metal strip 9, the hollow pin 4 is pushed into the beam l. The edge of the hollow bi/4 has a sharp blade, so it won't break the wood.

もし先端が円錐状であれば、木が割れる可能性がある。If the tip is conical, the wood may split.

金属細片9の挿入前に、内周に溝を有する鋼製リング1
3’jz拡大直径部14に嵌込む。各金腐細片9の自由
端は、該内周溝に嵌込む外側に向いた突部12′ff:
有する。該内周溝と突部12の断面はそれぞれ方形かあ
るいは鋸歯状であってもよい。
A steel ring 1 with a groove on its inner circumference before inserting the metal strip 9
Fit into the 3'jz enlarged diameter section 14. The free end of each metal strip 9 has an outwardly directed protrusion 12'ff that fits into the inner circumferential groove:
have The inner circumferential groove and the protrusion 12 may each have a rectangular or serrated cross section.

その形状に依ク、荷重伝達の際に望ましくない半径方向
の力が生じないような設計となっている。
Due to its shape, the design is such that no undesirable radial forces occur during load transfer.

総てのビン板9,4が次から次へと空洞10内に差し込
まれ、突部12力:リング13の内周溝に嵌込まれてか
ら支持部材11(本実施例では比較的薄い壁厚の鋼管)
を空洞10に挿入する。支持部材11(該鋼管)と各金
屈細片9の背面との間に自由空間を設けるようにしても
よい。この設計により、支持部材11は金槓細片9が、
それからは力を受けずに、空洞10の壁から離れ落ちる
こ七を紡ぐ。支持部材11と金団細片9′ff:接着剤
で結合してもよい。
All the bottle plates 9, 4 are inserted one after another into the cavity 10, and after the protrusion 12 is fitted into the inner circumferential groove of the ring 13, the supporting member 11 (in this embodiment, a relatively thin wall) is inserted. thick steel pipe)
is inserted into the cavity 10. A free space may be provided between the support member 11 (the steel pipe) and the back surface of each metal strip 9. With this design, the support member 11 has a metal strip 9,
From then on, the ko-shichi spins and falls away from the wall of cavity 10 without receiving any force. The support member 11 and the metal strip 9'ff may be joined with adhesive.

鋼製り/グ13の出口側端部にねじを切った保合部15
を設けてもよい。鋼製リンク13は支持部材1lの挿入
に支障のない内径を有する。
A retaining part 15 with a thread cut on the outlet side end of the steel plate 13
may be provided. The steel link 13 has an inner diameter that does not hinder insertion of the support member 1l.

寧然のことながら、拡大直径部14の深さは鋼製り冫グ
13の長さとの調整に依りその外側面は梁1の端面と同
一平面でを》るように設組してある。
Naturally, the depth of the enlarged diameter portion 14 is adjusted with the length of the steel shield 13 so that its outer surface is flush with the end surface of the beam 1.

図の実施例に示す如く、本発明は全体摺造ばかりでなく
各部分、特にビン板に関係している。
As shown in the illustrated embodiment, the present invention relates not only to the entire sliding structure but also to each part, particularly the bottle plate.

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

第1図は本発明に係る2本のジベルから構成される木製
継手を有する梁の断面図、第2図は第1図のI−11線
を通る断面図、第3図は第1図及び第2図のノベルの押
し込みビンの図、第4図は第1図及び第2図のノベルの
ビン板の図、第5図は第2図の押し込みビンの断面図、
第6図は第4図のビン板の部分断面図、第7図は第1図
の■−■線を通るソペルの拡大断面図、第8図は本発明
の他の実施例に係るノベルの長手方向断面図。 1・・・梁3・・・ヅベル本体 4・・・ビン5・・・長手方向ウェブ 6・・・押し込みビ/7・・・内側ねじ8・・・溝9・
・支持部材 10・・・空洞11・・支持部材 ]2・・・突部13・・・鋼製リング 14・・・拡大直径部2=.−,・云・,L−105− 手続補正書(自発) 昭和59年7月17日 特許庁長官志賀学殿 1.73件の表示 昭和59年特許願第103801号 2.考案の名称 荷重伝達用木製継手 3.補正をする者 事件との関係特許出願人 住所西ドイツ国、プラッケンバッハ8371.ターフェ
ルッペルクシュトラーセ5 氏名ベーターベルチェ 国籍西ドイツ国 4.代理人〒105 住所東京都港区西新橋1−21−8第二鈴木ビル3階′
“′″F(580)72561t,S尋氏名(8500
)弁理士世良和信 5.補正の対象 (1)図面(浄書、内容に変更なし)(2)委任状及び
訳文(3)優先権証明書及び同表紙抄訳文 6.補正の内容へ) 8“1″+lt″’・(髪む,哩
Fig. 1 is a sectional view of a beam with a wooden joint made of two dowels according to the present invention, Fig. 2 is a sectional view taken along line I-11 in Fig. 1, and Fig. 3 is a sectional view of the beam shown in Figs. Figure 2 is a diagram of the push-in bin of the novel, Figure 4 is a diagram of the bin plate of the novel in Figures 1 and 2, Figure 5 is a sectional view of the push-in bin of Figure 2,
FIG. 6 is a partial sectional view of the bin plate in FIG. 4, FIG. 7 is an enlarged sectional view of the sopel taken along the line Longitudinal cross-sectional view. 1... Beam 3... Bell body 4... Bin 5... Longitudinal web 6... Push-in screw/7... Inner screw 8... Groove 9.
-Supporting member 10...Cavity 11...Supporting member] 2...Protrusion 13...Steel ring 14...Enlarged diameter portion 2=. -,・Yuun・,L-105- Procedural amendment (voluntary) July 17, 1980 Manabu Shiga, Commissioner of the Patent Office 1.73 indications 1982 Patent Application No. 103801 2. Name of invention Wooden joint for load transmission 3. Person making an amendment Related to the case Patent applicant address 8371 Prackenbach, West Germany. Tafeluppelkstrasse 5 Name Beterbeltsche Nationality West Germany 4. Agent address: 105 Address: 3rd floor, Daini Suzuki Building, 1-21-8 Nishi-Shinbashi, Minato-ku, Tokyo'
"'" F (580) 72561t, S Hiro name (8500
) Patent attorney Kazunobu Sera 5. Subject of amendment (1) Drawings (engraved, no changes in content) (2) Power of attorney and translation (3) Priority certificate and translated translation of the cover page 6. To the correction details) 8"1"+lt"'・(hair, 哩)

Claims (1)

【特許請求の範囲】 (1)材木内の、円、楕円又は他の幾可学形状の断面の
空洞中に挿入される少くとも1個の矩形の接合本体と、
該接合本体に保持されそれと直角に該材木に延びる複数
の荷重伝達部材とを有する荷重伝達用木製継手に於いて
、前記荷重伝達部材4が前記空洞内への挿入時の初期位
置から前記木材1を貫通する最終位置へ略半径方向に移
動することを特徴とする荷重伝達用木製継手。 (2)前記接合本体はジベル本体3として形成され、前
記荷重伝達部材は初期位置において前記ジペル3に没入
していることを特徴とする、特許請求の範囲第1項記載
の荷重伝達用木製継手。 (3)前記ノベル本体3ぱその壁部に複数の開口を有す
る中空体であり、前記荷重伝達部材は該開口に移動可能
に嵌合された一ン4であり、該ビンの内側端は前記初期
位置にあるときには前記ノベル本体の空洞内へ突出する
ことを特徴とする、特許請求の範囲第2項記載の荷重伝
達用木製継手。 (4)前記ピン4は前記最終位置に固定可能であること
を特徴とする、特許請求の範囲第3項記載の荷重伝達用
木製継手。 (5)前記ジペル本体3は円、矩形若l〜くは他の形状
の断面を有することを特徴とする、%許請求の範囲第3
項又は第4項記載の荷重伝達用木製継手。 (6)前記ピン4の断面は円形であり、その外端が尖っ
ていることを特徴とする、特許請求の範囲第3項乃至第
5項記載の荷重伝達用木製継手。 (7)前記ビン4は前記ジペル本体3の長手方向軸に平
行に少くとも一列に配置されていることを特徴とする、
特許請求の範囲第1項乃至第6項記載の荷重伝達用木製
継手。 (8)各列の前記ピン4の内端はジペル本体3の中窒内
の長手方向ウエプに取付けられていることを特徴とする
、特許請求の範囲第7項記載の荷重伝達用木製継手。 (9)前記ビン4は前記長手方向ワエブの穴に溶接され
ていることを特徴とする、特許請求の範囲第8項記載の
荷重伝達用木製継手。 αQ前記ジベル本体3の開口は内側で各軸方向列毎に溝
8で結ばれ、該溝8は前記長手方向ウエブ5を受けるよ
うに設計されていることを特徴とする、特許請求の範囲
第8項又は第10項記載の荷重伝達用木製継手。 け1ノ前記長手方向ウエプ5は前記最終位置でジペル本
体3に溶接されていることを特徴とする、特許請求の範
囲第8項乃至第11項記載の荷重伝達用木製継手。 曹前記ビン4を前記最終位置へ移動させるために前記ジ
ペル本体3の中空内へ挿入される拡張貝を備えることを
特徴とする、特許請求の範囲第3項乃至弟11項記載の
荷重伝達用木製継手。 αa前記拡張具は先細の形状の挿入ビン6として設計さ
れ、特にその先端は平たくなっていることを特徴とする
、特許請求の節囲第12項記載の荷重伝達用木製継手。 . Q匂前記ノベル本体3は少くともその一端に内側ねじ7
を有することを特徴とする、特許請求の範囲第3項乃至
第13項記載の荷重伝達用木製継手。 (15J前記ノベル本体3の内側ねじ7を切った端部は
前記開口を有する前記荷重伝達部に隣接することを特徴
とする、特許請求の範囲第14項記載の荷重伝達用木製
継手。 (自)前記ジペル本体3の内側ねじ7が前記荷重伝達部
に延ひていることを特徴とする、特許請求の範囲第15
項記載の荷重伝達用木製継手。 αカ二つの前記接へ本体の互に結合される二端部がねじ
7を有することを特徴とする、特許請求の範囲第14項
乃至第16項記載の荷重伝達用木製継手。 QBI二つの前記接合本体の前記端部が共に左右逆のね
じを切った内側ねじ7を有することを特徴とする、特許
請求の範囲第14項乃至第17項記載の荷重伝達用木製
継手。 ◇り前記押し込みビン6が前記接合本体の前記内側ねじ
7と係合する外側ねじを切ってあることを特徴とする、
特許請求の範囲第13項乃至第18項記載の荷重伝達用
木製継手。 翰前記押し込み一ン6が軸部を有し、該ビン6が該最終
位置に押し出されている時に、該軸部は前記ジベル本体
3の端部を越えて延びていることを特徴とする、特許請
求の範囲第19項記載の荷重伝達用木製継手。 (21)前記ジベル本体3の端部が前記空洞を有する前
記材木1と同一平面になっていることを特徴とする、特
許請求の範囲第2項乃至第20項記載の荷重伝達用木製
継手。 (イ)前記複数の接合本体が互いに平行に配設されてい
ることを特徴とする、特許請求の範囲第2項乃至第21
項記載の荷重伝達用木製継手。 (ハ)特にピン4として設計してある前記荷重伝達部材
は前記空洞10の長手方向に延設した、剛性を有する金
属細片9に取伺けしれ、前記空洞10内で半径方向に押
圧され、該金属細片9の内面側に延びる支持部相11が
該突洞10に配設され、且つ、該金属細片9に荷重伝達
ビ゛ンを取付けて前記接合本体を構成することを特徴と
する、特許請求の範囲第1項記載の葡重伝達用木製継手
。 (財)前記金属細片9が外周に沿って等間隔に配設され
ることを特徴とする、特許請求の範囲第23項記載の荷
重伝達用木製継手。 (ハ)前記支持部材が堅い木製のロンドか又は特に鋼鉄
製の管であることを特徴とする、特許請求の範囲第23
項又は第24項記載の荷重伝達用木製継手。 (4)前記荷重伝達部材が、前記金属細片9に取付けら
れて前記空洞10の外側に近いところに延びる外側ねじ
15を有する環状体であることを特徴とする、特許請求
の範囲第23項乃至第25項記載の荷重伝達用木製継手
。 (ロ)前記空洞10はその開口部に拡大直径部14を有
し、その拡大直径部14に該空洞10の端部と同一平面
となるように前記項状体13が挿入され、且つ該環状休
13が内周溝を有し、該金属細片9が荷重伝達の為に該
内周溝と係合する半径方向外側に延びる突起12を端部
に有することを特徴とする、特許諸求の範囲第23項乃
至第26項記載の荷重伝達用木製継手。 翰複数の梁の端面な突合せて接合部を構成し管体の側面
を該梁の該端面に当接させて前記接合本体に溶接したこ
とを特徴とする、特許請求の範囲第1項乃至第16項又
は第18項乃至第27項記載の荷重伝達用木製継手。 (4)前記管体の側壁が、前記梁の端部を越えて延び且
つ前記接合本体に連結される部分によT!)貫通される
穴を有し、該部分は該管体の内部で相互に且つ該管体に
溶接されることを特徴とする、特許請求の範囲第28項
記載の荷重伝達用木製継手。
Claims: (1) at least one rectangular joint body inserted into a cavity of circular, oval, or other geometric cross-section in the timber;
In a load-transferring wooden joint having a plurality of load-transferring members held in the joint body and extending into the timber at right angles thereto, the load-transferring members 4 extend from the initial position upon insertion into the cavity into the timber 1. A wooden joint for transmitting a load, characterized in that it moves approximately radially to a final position passing through the joint. (2) The wooden joint for load transmission according to claim 1, wherein the joint body is formed as a dowel body 3, and the load transmission member is recessed into the dowel body 3 at an initial position. . (3) The novel main body 3 is a hollow body having a plurality of openings in the wall thereof, the load transmitting member is a pin 4 movably fitted in the opening, and the inner end of the bottle is A load-transmitting wooden joint according to claim 2, characterized in that it projects into the cavity of the novel body when in its initial position. (4) The wooden joint for load transmission according to claim 3, characterized in that the pin 4 can be fixed in the final position. (5) The zipper body 3 is characterized in that it has a circular, rectangular, or other shaped cross section.
The wooden joint for load transmission according to item 1 or 4. (6) The wooden joint for load transmission according to claims 3 to 5, wherein the pin 4 has a circular cross section and a pointed outer end. (7) The bins 4 are arranged in at least one row parallel to the longitudinal axis of the zipper body 3,
A wooden joint for load transmission according to claims 1 to 6. (8) A wooden joint for load transmission according to claim 7, characterized in that the inner ends of the pins (4) of each row are attached to a longitudinal web within the core of the zipper body (3). (9) A wooden joint for load transmission according to claim 8, characterized in that said pin 4 is welded to a hole in said longitudinal web. αQ The openings of the dowel body 3 are connected on the inside by a groove 8 for each axial row, which groove 8 is designed to receive the longitudinal web 5. The wooden joint for load transmission according to item 8 or 10. 12. A load-transmitting wooden joint according to claims 8 to 11, characterized in that the longitudinal web (5) is welded to the zipper body (3) in the final position. A load transmitting device according to claims 3 to 11, characterized in that it comprises an expansion shell inserted into the hollow of the zipper body 3 in order to move the bottle 4 to the final position. wooden fittings. [alpha]a Wooden joint for load transmission according to claim 12, characterized in that the extension device is designed as an insertion pin 6 of tapered shape, in particular with a flattened tip. .. The novel body 3 has an internal screw 7 at least on one end thereof.
A wooden joint for load transmission according to claims 3 to 13, characterized in that it has: (15J The wooden joint for load transmission according to claim 14, characterized in that the end portion of the novel body 3 where the internal thread 7 is cut is adjacent to the load transmission portion having the opening. ) The inner thread 7 of the zipper body 3 extends into the load transmitting part.
Wooden joints for load transmission as described in section. 17. The wooden joint for load transmission according to claim 14, wherein the two ends of the two joint bodies connected to each other have screws (7). 18. A wooden joint for load transmission according to claims 14 to 17, characterized in that the ends of the two QBI joint bodies both have internal threads 7 with left and right opposite threads. ◇ characterized in that the push pin 6 has an outer thread that engages with the inner thread 7 of the joint body;
A wooden joint for load transmission according to claims 13 to 18. characterized in that the pushing pin 6 has a shank, which shank extends beyond the end of the dowel body 3 when the pin 6 is being pushed into the final position; A wooden joint for load transmission according to claim 19. (21) A wooden joint for load transmission according to claims 2 to 20, characterized in that an end of the dowel body 3 is flush with the hollow timber 1. (a) Claims 2 to 21, characterized in that the plurality of joint bodies are arranged parallel to each other.
Wooden joints for load transmission as described in section. (c) The load transmission element, which is designed in particular as a pin 4, is attached to a rigid metal strip 9 extending in the longitudinal direction of the cavity 10 and is pressed radially within the cavity 10. , a support portion 11 extending toward the inner surface of the metal strip 9 is disposed in the protrusion 10, and a load transmission via is attached to the metal strip 9 to constitute the joint body. A wooden joint for transmitting grape weight according to claim 1. The wooden joint for load transmission according to claim 23, characterized in that the metal strips 9 are arranged at equal intervals along the outer periphery. (c) Claim 23, characterized in that the support member is a solid wooden rond or, in particular, a steel tube.
The wooden joint for load transmission according to item 2 or item 24. (4) The load transmission member is an annular body having an external thread 15 attached to the metal strip 9 and extending close to the outside of the cavity 10. A wooden joint for load transmission according to items 25 to 25. (b) The cavity 10 has an enlarged diameter part 14 at its opening, and the nuchal body 13 is inserted into the enlarged diameter part 14 so as to be flush with the end of the cavity 10, and Patent claims characterized in that the break 13 has an inner circumferential groove and the metal strip 9 has at its end a radially outwardly extending projection 12 which engages with the inner circumferential groove for load transmission. A wooden joint for load transmission according to items 23 to 26. Claims 1 to 5 are characterized in that a joint is formed by abutting the end faces of a plurality of beams, and the side surface of the pipe body is brought into contact with the end face of the beam and welded to the joint body. The wooden joint for load transmission according to item 16 or items 18 to 27. (4) The side wall of the pipe body extends beyond the end of the beam and is connected to the joint body by a portion T! 29. A load-transferring wooden joint according to claim 28, characterized in that it has a hole passed through, the parts being welded to each other and to the tube inside the tube.
JP10380184A 1983-05-24 1984-05-24 Wood joint for load transmission Pending JPS608517A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE33187517 1983-05-24
DE19833318751 DE3318751A1 (en) 1983-05-24 1983-05-24 POWER-TRANSFERING WOOD JOINT

Publications (1)

Publication Number Publication Date
JPS608517A true JPS608517A (en) 1985-01-17

Family

ID=6199712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10380184A Pending JPS608517A (en) 1983-05-24 1984-05-24 Wood joint for load transmission

Country Status (6)

Country Link
EP (1) EP0127095A3 (en)
JP (1) JPS608517A (en)
AU (1) AU2853584A (en)
DE (1) DE3318751A1 (en)
DK (1) DK250584A (en)
NO (1) NO842063L (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3634039A1 (en) * 1986-10-06 1988-04-14 Peter Bertsche CONNECTOR BODY FOR TIMBER CONSTRUCTION
ATE202398T1 (en) * 1997-01-17 2001-07-15 Induo Ges Zur Verwertung Von S STRUCTURE AND ITS CONSTRUCTION ELEMENTS
US7726094B2 (en) 1997-01-17 2010-06-01 Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg Supporting structure and its structural members
CA2348441C (en) * 1998-10-30 2008-01-22 Ian Ross Griggs Fixation device
DE10029343C2 (en) * 2000-06-20 2003-01-30 Induo Ges Zur Verwertung Von S Connection for firmly connecting at least two elements
DE10158450A1 (en) * 2001-11-30 2003-06-12 Hans Ernst Korte Method for increasing the strength of an end of an anisotropic bar consists of producing a cutout in the end face of the bar, and fixing an element of high tensile strength in this cutout
US20080118978A1 (en) 2006-04-28 2008-05-22 Takashi Sato Anti-tumor agent
WO2014120028A1 (en) 2013-01-29 2014-08-07 Ux2 Centrum Technologiczne Sp. Z.O.O. The lock of the connection set for structural elements, the connection set with locks and the method of joining constructional elements with the use of the connection set
CN104287819B (en) * 2014-10-09 2016-06-29 中国人民解放军第四军医大学 The pedicle screw assemblies that a kind of Medical flexible double thread, resistance to plucking go out
CN117257429B (en) * 2023-11-21 2024-01-30 苏州爱得科技发展股份有限公司 Pedicle screw

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR915419A (en) * 1945-05-22 1946-11-06 Slotted tubular stud device and its application to the fastening of pieces of wood or other material
DE1625391A1 (en) * 1967-10-30 1970-05-21 Kajetan Leitner Fastener

Also Published As

Publication number Publication date
AU2853584A (en) 1984-11-29
DK250584A (en) 1984-11-25
EP0127095A3 (en) 1985-06-12
EP0127095A2 (en) 1984-12-05
DK250584D0 (en) 1984-05-22
NO842063L (en) 1984-11-26
DE3318751A1 (en) 1984-12-06

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