JPH0728249Y2 - Joint structure of laminated timber beams in wooden structure - Google Patents
Joint structure of laminated timber beams in wooden structureInfo
- Publication number
- JPH0728249Y2 JPH0728249Y2 JP6487888U JP6487888U JPH0728249Y2 JP H0728249 Y2 JPH0728249 Y2 JP H0728249Y2 JP 6487888 U JP6487888 U JP 6487888U JP 6487888 U JP6487888 U JP 6487888U JP H0728249 Y2 JPH0728249 Y2 JP H0728249Y2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- metal
- laminated lumber
- slit
- beams
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 この考案は集成材梁継手部の変形を小さくした、木構造
における集成材梁の継手構造に関するものである。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a joint structure for a laminated lumber beam in a wooden structure in which the deformation of the laminated lumber beam joint is reduced.
集成材構造の梁の継手部は従来第6図−Iに示すように
接合プレートを両梁間に埋め込み、これをボルト等で跨
設する等によりピン接合とされるが、この構造では継手
部に鉛直荷重が働いた際、ボルト等が梁にめり込み、II
に示すような変形をし、不安定な状態になる恐れがあ
る。As shown in Fig. 6-I, the joint part of the beam of the laminated wood structure is conventionally pin-joined by embedding a joint plate between both beams and straddling it with bolts or the like. When a vertical load is applied, bolts etc. dig into the beam, II
There is a risk of being deformed as shown in and becoming unstable.
この考案はこうした集成材梁継手部の難点に着目してな
されたもので、継手部を剛節化することによりこれを解
消しようとするものである。The present invention was made by paying attention to such a difficulty of the laminated beam beam joint portion, and intends to solve the problem by making the joint portion rigid.
本考案では相互に接続される集成材梁の端部に鉛直及び
水平に設けられた各スリットそれぞれにH形の接合金物
を差し込み、両接合金物を互いに複数箇所ボルト接合し
てここを剛節化するとともに、スリット内の空隙部に充
填剤を密実に充填することにより接合金物の緩み,回転
を拘束し、継手部の変形を低減する。In the present invention, an H-shaped metal fitting is inserted into each of the slits provided vertically and horizontally at the ends of the laminated lumber beams that are connected to each other, and both metal fittings are bolted to each other at a plurality of points to make it rigid. At the same time, the filler is densely filled in the voids in the slits to restrain looseness and rotation of the metal joint and reduce deformation of the joint.
接合金物は梁成より小さい高さで、梁幅より小さい幅の
もので、片側が梁端面より突出してスリットに差し込ま
れ、その突出部分で互いに接合される。The joint metal has a height smaller than that of the beam and a width smaller than the width of the beam. One side of the joint metal protrudes from the end face of the beam and is inserted into the slit.
接合金物回りのスリット内には、集成材梁を耐火構造化
するための、燃え代相当高さ、または幅の埋込材が挿入
され、接合金物が保護される。An embedding material having a height equivalent to the burning margin or a width for making the laminated timber beam into a fireproof structure is inserted into the slit around the joining metal article to protect the joining metal article.
以下本考案を一実施例を示す図面に基づいて説明する。 The present invention will be described below with reference to the drawings showing an embodiment.
この考案は第1図に示すように集成材梁1(以下梁
1),1をH形の接合金物2,2を介して接合し、空隙部に
充填剤3を充填してなるものである。In this invention, as shown in FIG. 1, a laminated timber beam 1 (hereinafter referred to as beam 1), 1 is joined via an H-shaped joining metal 2, 2, and a void 3 is filled with a filler 3. .
梁1の端部には第2図に示すように鉛直及び水平にスリ
ット1aが断面キ字状に形成されており、このスリット1a
に梁成より小さい高さで、梁幅より小さい幅の接合金物
2が差し込まれる。このとき接合金物2の片側は梁1の
端面より突出する。As shown in FIG. 2, a slit 1a is formed vertically and horizontally at the end of the beam 1 so as to have a square cross section.
The metal fitting 2 having a height smaller than that of the beam and a width smaller than the width of the beam is inserted into. At this time, one side of the metal joint 2 projects from the end face of the beam 1.
初めに第一実施例を説明する。First, the first embodiment will be described.
この実施例は接合金物2をボルト,ピン等の係止ピン4
によって梁1に取り付けるものである。In this embodiment, the joint metal 2 is used as a locking pin 4 such as a bolt or a pin.
Is attached to the beam 1.
接合金物2のウェブ及びフランジには所要位置に、梁1
に取り付けられるための孔2a及び相互にボルト接合する
ためのボルト孔2bが複数個明けられており、一方梁1の
側面には孔2aと同一位置に面外方及び鉛直方向に貫通す
る挿通孔1bが穿設されている。The beam and the flange of the joint metal 2 are at the required positions on the beam 1
A plurality of holes 2a for attaching to the shaft and a plurality of bolt holes 2b for connecting to each other by bolts are opened. On the side surface of the beam 1, an insertion hole penetrating in the out-of-plane direction and the vertical direction at the same position as the hole 2a. 1b is drilled.
スリット1a内に差し込まれた接合金物2,2は第1図、第
3図−Iに示すように挿通孔1b及び孔2aを貫通する係止
ピン4によって梁1,1に取り付けられ、更に相互に突き
合わせられ、ウェブとフランジに跨設されるプレート5,
5を介してボルト孔2bにおいて高力ボルト6等により相
互にボルト接合される。The metal fittings 2, 2 inserted in the slit 1a are attached to the beams 1, 1 by a locking pin 4 penetrating the insertion hole 1b and the hole 2a as shown in FIGS. Plates that are abutted against and span the web and flange 5,
Via bolts 5, bolts 2 are bolted to each other in high-strength bolts 6 and the like.
係止ピン4の長さは梁1の幅、または成より短く、接合
金物2とともに第3図−Iに示すように木材、または耐
火材等の埋込材7によって耐火被覆される。The length of the locking pin 4 is shorter than the width of the beam 1 or smaller than that of the beam 1, and is covered with the joining metal piece 2 by fireproof coating with wood or an embedding material 7 such as fireproofing material as shown in FIG.
埋込材7は梁1を耐火構造化するための、すなわち接合
金物2及び係止ピン4を耐火被覆するための燃え代相当
の高さ、もしくは長さを有するもので、接合金物2回
り、すなわちフランジの上下及びその両側のスリット1a
内及び係止ピン4両外側の挿通孔1b内に挿入される。The embedding material 7 has a height or a length equivalent to a burning margin for making the beam 1 a fireproof structure, that is, for making the joint metal 2 and the locking pin 4 fireproof, and around the joint metal 2. That is, the slits 1a on the top and bottom of the flange and on both sides of it
It is inserted into the insertion hole 1b on both the inner side and the locking pin 4 outer side.
耐火被覆が施された接合金物2と係止ピン4の回りの空
隙部には第3図−IIに示すように接着剤,固定液等の充
填剤3が注入され、密実に充填され、梁1と一体化され
る。As shown in FIG. 3 -II, a filler 3 such as an adhesive or a fixative is injected into the space around the metal fitting 2 with the fireproof coating and the locking pin 4 and the beam is closely packed and Integrated with 1.
更に接合金物2の梁1端面からの突出部分の回りは充填
剤3の漏出を防ぐためにシール材8で塞がれる。Further, the periphery of the protruding portion of the joint metal 2 from the end surface of the beam 1 is closed with a sealing material 8 to prevent the filler 3 from leaking.
次に第二実施例を説明する。Next, a second embodiment will be described.
この実施例は第4図に示すように接合金物2をスリット
1a内に単に差し込んで梁1に取り付けたものである。This embodiment slits the metal fitting 2 as shown in FIG.
It is attached to the beam 1 by simply inserting it into the 1a.
接合金物2の継手部側端部には第一実施例と同じく複数
のボルト孔2bが明けられており、第5図に示すように接
合金物2,2間に跨設されるプレート5を介して相互に高
力ボルト6等によって接合される。As in the first embodiment, a plurality of bolt holes 2b are formed in the end portion of the joint metal 2 on the side of the joint portion, and as shown in FIG. Are joined together by high-strength bolts 6 and the like.
更にスリット1aの空隙部に充填剤3が充填され、また接
合金物2のウェブの上下と両側には埋込材7が挿入され
る。Further, the void 3 of the slit 1a is filled with the filler 3, and the embedding material 7 is inserted on the upper and lower sides and both sides of the web of the joint metal 2.
この考案は以上の通りであり、梁は接合金物を介して剛
接合化され、接合金物は充填剤によって梁に拘束されて
いるため、接合金物等のがたつき,めり込み,そして継
手部の変形が有効に防止され、また接合金物等の金物は
耐火用の埋込材によって保護されているため火災に対す
る安全性が向上される。The present invention is as described above. The beam is rigidly joined through the metal joint, and the metal joint is restrained by the beam by the filler, so that the metal joint rattles, dents, and deforms the joint. Is effectively prevented, and the metal such as the joint metal is protected by the embedding material for fire resistance, so the safety against fire is improved.
第1図−I,IIは本考案の実施例を示したそれぞれ平面
図,正面図、第2図は接合金物差し込みの様子を示した
斜視図、第3図−I,IIはそれぞれ係止ピンと埋込材挿
入、充填剤注入の様子を示した斜視図、第4図は他の実
施例を示した斜視図、第5図−I,IIはそのそれぞれ平面
図、正面図、第6図−I,IIは従来構造を示した正面図で
ある。 1……集成材梁、1a……スリット、1b……挿通孔、2…
…接合金物,2a……孔、2b……ボルト孔、3……充填
剤、4……係止ピン、5……プレート、6……高力ボル
ト、7……埋込材、8……シール材。1-I and II are a plan view and a front view, respectively, showing an embodiment of the present invention, FIG. 2 is a perspective view showing a state in which a metal fitting is inserted, and FIGS. 3-I and II are locking pins, respectively. FIG. 4 is a perspective view showing a state of inserting an embedding material and injecting a filler, FIG. 4 is a perspective view showing another embodiment, and FIGS. 5A and 5B are plan views, front views, and FIG. I and II are front views showing a conventional structure. 1 ... Glued lumber beam, 1a ... Slit, 1b ... Insertion hole, 2 ...
… Molding metal, 2a …… hole, 2b …… bolt hole, 3 …… filler, 4 …… locking pin, 5 …… plate, 6 …… high-strength bolt, 7 …… embedding material, 8 …… Seal material.
Claims (1)
び水平に設けられた断面キ字状のスリットに、梁成より
小さい高さで、梁幅より小さい幅のH形の接合金物を片
側を集成材梁端面から突出させて差し込み、両集成材梁
の端面から突出した接合金物を互いに複数箇所ボルト接
合するとともに、接合金物回りのスリット内に埋込材を
挿入し、スリット内の空隙部に充填剤を密実に充填して
なる木構造における集成材梁の継手構造。1. An H-shaped joint having a height smaller than the beam width and a width smaller than the beam width is formed in a slit having a square cross-section provided vertically and horizontally at the ends of the laminated lumber beams connected to each other. Insert one side of the laminated lumber beam with one side protruding, and join the joints protruding from the end faces of both laminated lumber beams to each other at multiple points with bolts, and insert the embedding material inside the slit around the jointed metal Joint structure of laminated lumber beams in a wooden structure in which the voids are densely filled with a filler.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6487888U JPH0728249Y2 (en) | 1988-05-17 | 1988-05-17 | Joint structure of laminated timber beams in wooden structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6487888U JPH0728249Y2 (en) | 1988-05-17 | 1988-05-17 | Joint structure of laminated timber beams in wooden structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01170703U JPH01170703U (en) | 1989-12-04 |
| JPH0728249Y2 true JPH0728249Y2 (en) | 1995-06-28 |
Family
ID=31290330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6487888U Expired - Lifetime JPH0728249Y2 (en) | 1988-05-17 | 1988-05-17 | Joint structure of laminated timber beams in wooden structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0728249Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2798239B2 (en) * | 1994-10-25 | 1998-09-17 | 博 鈴木 | Building material fasteners |
-
1988
- 1988-05-17 JP JP6487888U patent/JPH0728249Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01170703U (en) | 1989-12-04 |
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