JP4030376B2 - Climbing beam connecting device - Google Patents

Climbing beam connecting device Download PDF

Info

Publication number
JP4030376B2
JP4030376B2 JP2002214245A JP2002214245A JP4030376B2 JP 4030376 B2 JP4030376 B2 JP 4030376B2 JP 2002214245 A JP2002214245 A JP 2002214245A JP 2002214245 A JP2002214245 A JP 2002214245A JP 4030376 B2 JP4030376 B2 JP 4030376B2
Authority
JP
Japan
Prior art keywords
climbing
protruding piece
climbing beam
joint plate
connecting device
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 - Fee Related
Application number
JP2002214245A
Other languages
Japanese (ja)
Other versions
JP2004052464A (en
Inventor
憲峰 大倉
Original Assignee
有限会社グランドフォーム
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 有限会社グランドフォーム filed Critical 有限会社グランドフォーム
Priority to JP2002214245A priority Critical patent/JP4030376B2/en
Publication of JP2004052464A publication Critical patent/JP2004052464A/en
Application granted granted Critical
Publication of JP4030376B2 publication Critical patent/JP4030376B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、登り梁の端部を柱や梁等の構造材に連結する登り梁の連結装置に関するものである。
【0002】
【従来の技術】
従来、登り梁の端部を柱等に連結する場合、登り梁の端部と柱の側面にほぞとほぞ穴を加工し、ほぞとほぞ穴を嵌合させた上で、登り梁と柱をかすがい等の金具で連結していた。しかし、柱にほぞ穴を加工すると少なからず柱の強度が低下し、また最近では、ほぞやほぞ穴を器用に加工できる熟練した大工が不足していることもあって、ほぞやほぞ穴を使用しない簡単な構造が求められている。
【0003】
ほぞとほぞ穴を使用しない従来の梁の連結装置として、本出願人が以前に出願して特許を取得したものがある(特許2509783)。これは、梁を他の梁や桁等に直角に連結するための連結装置の発明であるが、登り梁の連結箇所にも用いることができる。図9は、この装置を用いて柱90上端部の対向する側面に、左右の登り梁91の上側の端部をそれぞれ連結した状態を示している。この連結装置は、柱90と梁91の間に介在させた上下両端が屈折した継手板92と、梁91から継手板92を貫通して柱90に斜めに螺入するねじボルト93で構成され、継手板92は梁91の端面にねじ止めされ、継手板の上部屈折片94が柱90の端面に掛かりねじ止めされ、継手板の下部屈折片95が梁の端面に設けた追込溝96に嵌合している。
【0004】
【発明が解決しようとする課題】
屋根を支える登り梁には常時下向きに大きな力がかかることから、登り梁と柱との連結箇所においては、登り梁端面の上縁側が柱から離れようとするので、これを防いで連結強度をより一層強化したい場合があった。また、従来の連結装置においては、ねじボルトの締め付けによって登り梁の端面が柱に圧接し、強力な結合状態が得られることになるが、長いねじボルトを斜めに捩じ込むのは作業性が良好とは言えず、また、登り梁にねじボルト用の通し孔を斜めに加工するのは案外面倒なことであった。
【0005】
本発明は以上に述べたような実情に鑑み、従来の連結装置を登り梁の連結により適したものとするべく改良したものであって、請求項1記載の発明にあっては、登り梁の上側の連結の強度をより一層向上させることを課題とし、請求項2記載の発明にあっては、連結強度を低下させることなく、より一層簡潔で施工しやすい連結装置とすることを課題とする。
【0006】
【課題を解決するための手段】
上記の課題を達成するために、請求項1記載の発明による登り梁の連結装置は、柱や梁等の構造材の対向する側面に、左右の登り梁の上側の端部を継手板を介して連結する連結装置であって、継手板には相反する直角方向に延びる上部突出片と下部突出片を有し、上部突出片の先端側に鉤形の係合部を有しており、登り梁の端面に形成した追込溝に下部突出片を差し込み、継手板を登り梁の端面にねじ止めし、上部突出片を構造材の上面に掛け、対向して設置した上部突出片の係合部を互いに係合するとともに、係合部同士の間に楔部材を打ち込み、上部突出片を構造材にねじ止めすることを特徴とする。
【0007】
また、請求項2記載の発明による登り梁の連結装置は、柱や梁等の構造材の一側面に、登り梁の下側の端部を継手板を介して連結する連結装置であって、継手板には相反する直角方向に延びる上部突出片と下部突出片を有し、登り梁の端面に形成した追込溝に下部突出片を差し込み、継手板を登り梁の端面にねじ止めし、上部突出片を構造材の上面に掛けてねじ止めし、且つ上部突出片の下面側に垂下して設けたロッドを構造材に埋め込み、更に構造材の登り梁を連結した反対側の側面よりねじボルトを挿入し、該ねじボルトが、ロッドおよび継手板を貫通して登り梁にねじ込んで締め付けることを特徴とする。
【0008】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。図6は、木造建築の屋根部分の軸組構造の一例を示しており、登り梁3の上側の端部を柱1a(束と呼ぶ場合もある)と梁2aに連結する箇所A1,A2部と、登り梁3の下側の端部を柱1bと梁2bに連結する箇所B1,B2部に、本発明の登り梁の連結装置を使用している。
【0009】
まず、A1部における連結装置の構成を図1から図3に即して述べる。ここでは柱1a上端部の対向する側面に、左右の登り梁3の上側の端部をそれぞれ継手板4aを介して連結している。継手板4aは、一枚の鋼板の上下端部を相反する直角な方向に折り曲げて、上部突出片5aと下部突出片6aを形成してある。上部突出片5aと下部突出片6aは、横幅を登り梁3と同じ寸法にしてあり、継手板4aの垂直部分はそれよりも幅を狭くしてある。上部突出片5aには、先端側に鉤形の係合部7を設けてある。継手板4aの垂直部分の四隅には取付ねじ13aの通し孔14aを設け、上部突出片5aには連結ねじ15aの通し孔16aを設けてある。
【0010】
登り梁3の端面には、継手板4aの垂直部分が収まる継手板の厚み分の凹部8aと、下部突出片6aを差し込む追込溝9aを加工してあり、継手板4aはその垂直部分が登り梁3の端面と同面となって埋め込まれ、取付ねじ13aによって登り梁端面に固定される。その上で上部突出片5aを柱1aの上端面に掛けると、図2に示すように、両側の登り梁3,3から延びる上部突出片の係合部7,7が互いに係合する形となる。ここで、係合部同士の間に上から楔部材10を打ち込むと登り梁3,3の端面が柱1a側に引き付けられ、柱と密着する。この状態で上部突出片5aを連結ねじ15aにより柱1aと固定することで、登り梁3の端面を柱1aの側面に隙間なく強く密着させて連結できる。この連結装置によれば、楔部材10を打ち込んだことで登り梁3を柱1aに引き付ける力が常に働き、長い年月が経過しても楔部材10が抜けない限り、登り梁3の端面と柱1aの間に隙間が生ずることがない。さらに図3の仮想線で示すように、登り梁3の上面より斜めにねじボルト17を挿入し、ねじボルトを柱1aにねじ込んで締め付けた場合には、より強力に連結できることとなる。この場合には、登り梁3と継手板4aにねじボルト17の通し孔を開けておく必要がある。
【0011】
実施形態では、楔部材10として円形断面のテーパーピンを用いているが、楔部材は矩形断面の部材であってもよい。また楔部材10は、表面に横縞のギザギザを設ける等の抜け防止手段を講じてあるとより好ましい。
【0012】
ここまでは図6のA1部における連結装置について説明したが、図6のA2部の連結装置は、登り梁3を連結する相手が梁2aであるというだけで、連結装置の構成は上記と同様である。
【0013】
続いて、図6のB1部における連結装置の構成を図4と図5に即して述べる。ここでは柱1b上端部の一側面に、登り梁3の下側の端部を継手板4bを介して連結している。継手板4bは、一枚の鋼板の下端部を直角に折り曲げて下部突出片6bを形成し、その反対側に別の鋼板を水平に溶接して上部突出片5bを形成してある。継手板4bの垂直部分には、取付ねじ13bの通し孔14bとねじボルト11の貫通孔24を設けてある。上部突出片5bには、連結ねじ15bの通し孔16bと、ロッド12を取り付けるためのボルト18の通し孔19を設けてある。
【0014】
登り梁3の端面には、継手板4bの垂直部分が収まる継手板の厚み分の凹部8bと、下部突出片6bを差し込む追込溝9bを加工してあり、継手板4bはその垂直部分が登り梁3の端面と同面となって埋め込まれ、取付ねじ13bによって登り梁端面に固定される。上部突出片5bの下面側には、円柱形のロッド12がボルト18により取り付けられる。ロッド12には、ねじボルト11の貫通孔25を設けてある。
【0015】
柱1bには、上方よりロッド12が嵌合するほぞ穴20を加工し、登り梁3を連結する反対側よりねじボルト11用の通し孔21と座ぐり穴を加工してある。その上でロッド12をほぞ穴20に差し込み、上部突出片5bを柱1bの上端面に掛けて連結ねじ15bにより固定される。さらに柱1bの通し孔21にねじボルト11を挿入し、ねじボルト11を登り梁3にねじ込んで締め付けることで、登り梁3の端面と柱1bの側面が隙間なく強く圧接し、強固な連結状態が得られる。また、ロッド12を柱1bに埋め込み、ねじボルト11をロッド12に貫通させたことで、継手板4bと柱1bとが強く結合することから、非常に強力な連結強度が生まれる。なお、ねじボルト11にはコーチスクリューボルトが使用される。
【0016】
この連結装置においては、ロッド12を省略しても良く、図7はその場合の実施形態を示している。ねじボルト11の締め付けにより登り梁3の端面が柱1bに圧接して両部材が連結され、また継手板4bの上部を、取付ねじ13bよりも強力なねじボルト27を使用して登り梁3に固定している。
図6のB2部の連結装置は、以上に示した連結装置と、登り梁3を連結する相手が梁2bであるという点が異なるだけで、連結装置の構成としては同じである。
【0017】
以上に述べた連結装置を使用して登り梁3を取り付ける際の手順については、まず登り梁3の両側の端面に、予め継手板4a,4bを工場や現場で取り付けておく。それから登り梁3をクレーンで吊り上げ、両端部の上部突出片5a,5bを柱1a,1bや梁2a,2bの上面に掛け止め、楔部材10を上部突出片5aの係合部7同士の間に打ち込み、上部突出片5aをねじ止めする。登り梁3の下端側は、通し孔21からねじボルト11を登り梁3に螺入して締め付ける。上部突出片5bのねじ止めは、その前後いずれであっても良い。
【0018】
登り梁3は、下側の端部を柱1bや梁2bから突き出して設ける場合があり、図8はその場合の連結装置を参考に示している。ここでは連結装置として、円柱形の2本のロッド22a,22bを連結ピン23で屈曲自在に連結したものを用いている。登り梁3と柱1bの当接部にはほぞ穴を開けて各ロッド22a,22bを嵌合させ、登り梁と柱に差し込んだ固定ピン26a,26bを各ロッドに貫通させている。
【0019】
本発明の登り梁の連結装置は、ここに示した実施形態に限定されるものではない。登り梁の端面には、少なくとも追込溝9a,9bを設ける必要があるが、凹部8a,8bは省略することもできる。その場合には、継手板4a,4bの横幅を登り梁の横幅と同じにすることができる。もっとも図1や図4に示すように、凹部8a,8bを設けてそこに継手板4a,4bを埋め込めば、登り梁の端面と構造材の側面とが直接密着して継手板が外部に露出しないので、耐火性が向上し、見た目にもすっきりした連結状態となり、より好ましい。
【0020】
【発明の効果】
請求項1記載の発明による登り梁の連結装置は、左右の登り梁の端部から延びる上部突出片の先端部に互いに係合する係合部を設け、係合部同士の間に楔部材を打ち込んだことにより、左右の登り梁を構造材に向けて引き付ける力が生じるために、継手板を挟んで登り梁の端面と構造材の側面の密着状態が常に維持され、登り梁の連結強度を効果的に高めることができる。
【0021】
請求項2記載の発明による登り梁の連結装置は、構造材側から登り梁にねじボルトをねじ込んで締め付けることで、継手板を挟んで登り梁の端面と構造材の側面とが圧接し、強力な結合状態が得られる。本連結装置においては、ねじボルトの通し孔を、登り梁に斜めに加工するのではなく構造材の側面に垂直に加工すれば良いので、前加工に要する時間を短縮することができ、また、ねじボルトをねじ込む作業もしやすくなる。さらに、上部突出片の下面側に設けたロッドを構造材に埋め込み、ロッドにねじボルトを貫通させており、継手板が構造材に一層強固に固定されることから、より強力な連結強度が得られる。
【0022】
また、本発明の全ての連結装置に共通する効果として、ほぞやほぞ穴等の難しい加工が不要であること、それにともなって構造材と登り梁の強度の低下を防げるといった効果がある。
【図面の簡単な説明】
【図1】 登り梁の上側の端部(図6のA1部)を連結する連結装置の構成を示す分解斜視図である。
【図2】 同じく登り梁の上側の端部の連結箇所(図6のA1部)の拡大平面図である。
【図3】 図2におけるA−A断面図である。
【図4】 登り梁の下側の端部(図6のB1部)を連結する連結装置の構成を示す分解斜視図である。
【図5】 同じく登り梁の下側の端部の連結箇所(図6のB1部)の縦断面図である。
【図6】 木造建築の屋根部分の軸組構造の一例を示す斜視図である。
【図7】 登り梁の下側の端部を柱に連結する連結装置の別の実施形態を示す縦断面図である。
【図8】 登り梁の下側の端部を柱から突き出して連結する場合の連結装置の一例を示す縦断面図である。
【図9】 従来の梁の連結装置を示す縦断面図である。
【符号の説明】
1a,1b 柱
2a,2b 梁
3 登り梁
4a,4b 継手板
5a,5b 上部突出片
6a,6b 下部突出片
7 係合部
8a,8b 凹部
9a,9b 追込溝
10 楔部材
11 ねじボルト
12 ロッド
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an ascending beam connecting device for connecting an end of an ascending beam to a structural material such as a column or a beam.
[0002]
[Prior art]
Conventionally, when connecting the end of the climbing beam to a pillar, etc., the tenon and the mortise are machined into the end of the climbing beam and the side of the column, and the tenon and the mortise are fitted together. It was connected with metal fittings such as a bite. However, machining mortises in columns has caused a considerable drop in column strength, and recently there is a lack of skilled carpenters who can process mortises and mortises dexterously. There is a need for a simple structure that does not.
[0003]
As a conventional beam connecting apparatus that does not use a mortise and a mortise, there is one that has been previously filed and patented by the present applicant (Patent 2509783). This is an invention of a connecting device for connecting a beam to another beam, a girder, etc. at right angles, but it can also be used for a connecting part of a climbing beam. FIG. 9 shows a state in which the upper end portions of the left and right climbing beams 91 are respectively connected to the opposing side surfaces of the upper end portion of the column 90 using this apparatus. This connecting device is composed of a joint plate 92 that is bent between the pillar 90 and the beam 91 and whose upper and lower ends are bent, and a screw bolt 93 that passes through the joint plate 92 from the beam 91 and is obliquely screwed into the pillar 90. The joint plate 92 is screwed to the end face of the beam 91, the upper refracting piece 94 of the joint plate is hooked to the end face of the column 90 and screwed, and the lower refracting piece 95 of the joint plate 96 is provided in the end face of the beam. Is fitted.
[0004]
[Problems to be solved by the invention]
Since the climbing beam that supports the roof is always subjected to a large downward force, the upper edge of the climbing beam end face tends to move away from the column at the connection point between the climbing beam and the column. There was a case where I wanted to strengthen it further. In addition, in the conventional coupling device, the end face of the climbing beam is pressed against the column by tightening the screw bolt, and a strong coupled state is obtained. However, it is workable to screw a long screw bolt diagonally. It was not good, and it was unexpectedly troublesome to machine the threaded holes for screw bolts in the climbing beam.
[0005]
In view of the above-described circumstances, the present invention is an improvement of a conventional connecting device that is more suitable for connecting climbing beams. In the invention according to claim 1, An object of the present invention is to further improve the strength of the upper connection, and in the invention of claim 2 , it is an object of the present invention to provide a more simple and easy-to-install connection device without reducing the connection strength. .
[0006]
[Means for Solving the Problems]
In order to achieve the above object, a climbing beam connecting device according to the first aspect of the present invention is configured such that the upper ends of the left and right climbing beams are connected to the opposing side surfaces of a structural material such as a column or a beam via a joint plate. The coupling plate has an upper protruding piece and a lower protruding piece extending in opposite directions, and has a hook-shaped engaging portion on the tip side of the upper protruding piece. Insert the lower protruding piece into the additional groove formed on the end face of the beam, climb the joint plate and screw it to the end face of the beam, hang the upper protruding piece on the upper surface of the structural material, and engage the upper protruding piece installed facing each other The parts are engaged with each other, a wedge member is driven between the engaging parts, and the upper protruding piece is screwed to the structural member.
[0007]
Further, the climbing beam coupling device according to the invention of claim 2 is a coupling device for coupling the lower end of the climbing beam to one side surface of a structural material such as a column or a beam via a joint plate, The joint plate has an upper projecting piece and a lower projecting piece that extend in opposite directions at right angles, and the lower projecting piece is inserted into an additional groove formed on the end surface of the climbing beam, and the joint plate is screwed to the end surface of the climbing beam, The upper protruding piece is hung on the upper surface of the structural material and screwed, and the rod provided on the lower surface side of the upper protruding piece is embedded in the structural material, and the screw is screwed from the opposite side where the climbing beam of the structural material is connected. A bolt is inserted, and the screw bolt penetrates the rod and the joint plate and is screwed into the climbing beam to be tightened.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 6 shows an example of a frame structure of a roof portion of a wooden building, where the upper end of the climbing beam 3 is connected to a column 1a (sometimes called a bundle) and a beam 2a. Then, the climbing beam connecting device of the present invention is used at locations B1 and B2 where the lower end of the climbing beam 3 is coupled to the column 1b and the beam 2b.
[0009]
First, the configuration of the connecting device in the A1 part will be described with reference to FIGS. Here, the upper end portions of the left and right climbing beams 3 are connected to the opposite side surfaces of the upper end portion of the column 1a via joint plates 4a. The joint plate 4a is formed by bending the upper and lower ends of one steel plate in opposite directions and forming an upper protruding piece 5a and a lower protruding piece 6a. The upper protruding piece 5a and the lower protruding piece 6a have the same width as that of the climbing beam 3, and the vertical portion of the joint plate 4a has a smaller width. The upper protruding piece 5a is provided with a hook-shaped engaging portion 7 on the tip side. The through holes 14a of the mounting screws 13a are provided at the four corners of the vertical portion of the joint plate 4a, and the through holes 16a of the connecting screws 15a are provided at the upper protruding piece 5a.
[0010]
The end face of the climbing beam 3 is processed with a recess 8a having a thickness of the joint plate in which the vertical portion of the joint plate 4a can be accommodated and a follow-up groove 9a into which the lower protruding piece 6a is inserted. It is embedded in the same plane as the end face of the climbing beam 3, and is fixed to the end face of the climbing beam by the mounting screw 13a. Then, when the upper projecting piece 5a is hung on the upper end surface of the pillar 1a, the engaging portions 7, 7 of the upper projecting pieces extending from the climbing beams 3, 3 on both sides are engaged with each other as shown in FIG. Become. Here, when the wedge member 10 is driven between the engaging portions from above, the end surfaces of the climbing beams 3 and 3 are attracted to the column 1a side and are in close contact with the column. In this state, the upper projecting piece 5a is fixed to the column 1a by the connecting screw 15a, so that the end surface of the climbing beam 3 can be strongly and closely connected to the side surface of the column 1a. According to this coupling device, the force that attracts the climbing beam 3 to the pillar 1a by driving the wedge member 10 always works, and the end surface of the climbing beam 3 can be used as long as the wedge member 10 does not come out after a long period of time. There is no gap between the pillars 1a. Furthermore, as shown by the phantom line in FIG. 3, when the screw bolt 17 is inserted obliquely from the upper surface of the climbing beam 3 and the screw bolt is screwed into the column 1a and tightened, the connection can be made stronger. In this case, it is necessary to make a through hole for the screw bolt 17 in the climbing beam 3 and the joint plate 4a.
[0011]
In the embodiment, a tapered pin having a circular cross section is used as the wedge member 10, but the wedge member may be a member having a rectangular cross section. Further, it is more preferable that the wedge member 10 is provided with a means for preventing the wedge member from being provided with a horizontal stripe jagged surface.
[0012]
Up to this point, the connecting device in the A1 part of FIG. 6 has been described. However, the connecting device in the A2 part of FIG. 6 is similar to the above in that the connecting device is connected to the beam 2a. It is.
[0013]
Next, the configuration of the connecting device in the B1 part of FIG. 6 will be described with reference to FIGS. Here, the lower end of the climbing beam 3 is connected to one side of the upper end of the column 1b via a joint plate 4b. The joint plate 4b is formed by bending a lower end portion of one steel plate at a right angle to form a lower protruding piece 6b and horizontally welding another steel plate on the opposite side to form an upper protruding piece 5b. In the vertical portion of the joint plate 4b, a through hole 14b of the mounting screw 13b and a through hole 24 of the screw bolt 11 are provided. The upper protruding piece 5b is provided with a through hole 16b of the connecting screw 15b and a through hole 19 of a bolt 18 for attaching the rod 12.
[0014]
The end face of the climbing beam 3 is processed with a recess 8b having a thickness of the joint plate in which the vertical portion of the joint plate 4b fits, and a follow-up groove 9b into which the lower protruding piece 6b is inserted. It is embedded in the same plane as the end face of the climbing beam 3, and is fixed to the end face of the climbing beam by the mounting screw 13b. A cylindrical rod 12 is attached by a bolt 18 to the lower surface side of the upper protruding piece 5b. The rod 12 is provided with a through hole 25 of the screw bolt 11.
[0015]
In the column 1b, a mortise 20 into which the rod 12 is fitted is processed from above, and a through hole 21 and a counterbore for the screw bolt 11 are processed from the opposite side where the climbing beam 3 is connected. Then, the rod 12 is inserted into the mortise 20, and the upper protruding piece 5b is hung on the upper end surface of the column 1b and fixed by the connecting screw 15b. Further, the screw bolt 11 is inserted into the through hole 21 of the column 1b, and the screw bolt 11 is screwed into the climbing beam 3 and tightened, so that the end surface of the climbing beam 3 and the side surface of the column 1b are strongly pressed without a gap, and a strong connection state is obtained. Is obtained. Further, since the rod 12 is embedded in the column 1b and the screw bolt 11 is passed through the rod 12, the joint plate 4b and the column 1b are strongly coupled to each other, so that a very strong connection strength is generated. As the screw bolt 11, a coach screw bolt is used.
[0016]
In this connecting device, the rod 12 may be omitted, and FIG. 7 shows an embodiment in that case. When the screw bolt 11 is tightened, the end face of the climbing beam 3 is pressed against the column 1b to connect both members, and the upper part of the joint plate 4b is attached to the climbing beam 3 by using a screw bolt 27 stronger than the mounting screw 13b. It is fixed.
The connecting device of B2 part of FIG. 6 is the same as the connecting device shown above, except that the partner to connect the climbing beam 3 is the beam 2b.
[0017]
With respect to the procedure for attaching the climbing beam 3 using the connecting device described above, first, joint plates 4a and 4b are attached in advance to the end surfaces on both sides of the climbing beam 3 at the factory or on site. Then, the climbing beam 3 is lifted by a crane, the upper protruding pieces 5a, 5b at both ends are hooked on the upper surfaces of the pillars 1a, 1b and the beams 2a, 2b, and the wedge member 10 is placed between the engaging portions 7 of the upper protruding pieces 5a. Then, the upper protruding piece 5a is screwed. The lower end side of the climbing beam 3 is tightened by screwing the screw bolt 11 into the climbing beam 3 from the through hole 21. The upper projecting piece 5b may be screwed either before or after that.
[0018]
The climbing beam 3 may be provided with its lower end protruding from the column 1b or the beam 2b, and FIG. 8 shows the connecting device in that case as a reference. Here, as a connecting device, two cylindrical rods 22a and 22b are connected by a connecting pin 23 so as to be bent. A mortise is formed in the contact portion between the climbing beam 3 and the column 1b to fit the rods 22a and 22b, and fixing pins 26a and 26b inserted into the climbing beam and the column are passed through the rods.
[0019]
The climbing beam connecting device of the present invention is not limited to the embodiment shown here. Although it is necessary to provide at least the additional grooves 9a and 9b on the end face of the climbing beam, the recesses 8a and 8b can be omitted. In that case, the lateral width of the joint plates 4a and 4b can be made the same as the lateral width of the climbing beam. However, as shown in FIGS. 1 and 4, if the recesses 8a and 8b are provided and the joint plates 4a and 4b are embedded therein, the end surface of the climbing beam and the side surface of the structural material are in direct contact and the joint plate is exposed to the outside. Therefore, the fire resistance is improved, and a clean connection state is obtained, which is more preferable.
[0020]
【The invention's effect】
In the climbing beam connecting device according to the first aspect of the present invention, an engaging portion that engages with each other is provided at the distal end portions of the upper projecting pieces extending from the ends of the left and right climbing beams, and a wedge member is provided between the engaging portions. The driving force creates a force that attracts the left and right climbing beams toward the structural material, so that the contact state between the end surface of the climbing beam and the side surface of the structural material is always maintained across the joint plate, and the connecting strength of the climbing beam is increased. Can be effectively increased.
[0021]
The connecting device for the climbing beam according to the second aspect of the present invention is such that the end surface of the climbing beam and the side surface of the structural material are pressed against each other with the joint plate sandwiched between the structural material side by screwing the screw bolt into the climbing beam and tightening. Can be obtained. In this coupling device, the threaded bolt through hole can be processed perpendicularly to the side of the structural material rather than being processed obliquely into the climbing beam, so the time required for pre-processing can be reduced, It becomes easy to screw in the screw bolts. In addition, a rod provided on the lower surface of the upper protruding piece is embedded in the structural material, and a screw bolt is passed through the rod, and the joint plate is more firmly fixed to the structural material. It is done.
[0022]
In addition, as an effect common to all the coupling devices of the present invention, there is an effect that difficult processing such as a mortise and a mortise is not required, and accordingly, the strength of the structural material and the climbing beam can be prevented from being lowered.
[Brief description of the drawings]
FIG. 1 is an exploded perspective view showing a configuration of a connecting device that connects an upper end portion (A1 portion in FIG. 6) of a climbing beam.
FIG. 2 is an enlarged plan view of a connecting portion (A1 in FIG. 6) at the upper end of the climbing beam.
FIG. 3 is a cross-sectional view taken along the line AA in FIG.
FIG. 4 is an exploded perspective view showing a configuration of a connecting device that connects lower ends (B1 in FIG. 6) of the climbing beam.
FIG. 5 is a longitudinal sectional view of a connecting portion (B1 in FIG. 6) at the lower end of the climbing beam.
FIG. 6 is a perspective view showing an example of a frame structure of a roof portion of a wooden building.
FIG. 7 is a longitudinal sectional view showing another embodiment of a connecting device for connecting the lower end portion of the climbing beam to the column.
FIG. 8 is a longitudinal sectional view showing an example of a connecting device in a case where the lower end portion of the climbing beam is protruded from the column and connected.
FIG. 9 is a longitudinal sectional view showing a conventional beam connecting device.
[Explanation of symbols]
1a, 1b Column 2a, 2b Beam 3 Climbing beam 4a, 4b Joint plate 5a, 5b Upper protruding piece 6a, 6b Lower protruding piece 7 Engaging portion 8a, 8b Recessed portion 9a, 9b Additional groove 10 Wedge member 11 Screw bolt 12 Rod

Claims (2)

柱(1a)や梁(2a)等の構造材の対向する側面に、左右の登り梁(3)の上側の端部を継手板(4a)を介して連結する連結装置であって、継手板には相反する直角方向に延びる上部突出片(5a)と下部突出片(6a)を有し、上部突出片の先端側に鉤形の係合部(7)を有しており、登り梁の端面に形成した追込溝(9a)に下部突出片(6a)を差し込み、継手板(4a)を登り梁(3)の端面にねじ止めし、上部突出片(5a)を構造材(1a,2a)の上面に掛け、対向して設置した上部突出片の係合部(7)を互いに係合するとともに、係合部同士の間に楔部材(10)を打ち込み、上部突出片(5a)を構造材にねじ止めすることを特徴とする登り梁の連結装置。  A connecting device for connecting upper ends of left and right climbing beams (3) to opposite side surfaces of a structural material such as a pillar (1a) and a beam (2a) via a joint plate (4a), Has an upper protruding piece (5a) and a lower protruding piece (6a) extending in opposite directions at right angles, and has a hook-shaped engaging portion (7) on the tip side of the upper protruding piece. The lower protruding piece (6a) is inserted into the additional groove (9a) formed on the end face, the joint plate (4a) is screwed to the end face of the climbing beam (3), and the upper protruding piece (5a) is attached to the structural material (1a, 2a) is engaged with the engaging portions (7) of the upper projecting pieces placed opposite to each other, and the wedge member (10) is driven between the engaging portions, so that the upper projecting pieces (5a) A climbing beam connecting device characterized by screwing a frame to a structural material. 柱(1b)や梁(2b)等の構造材の一側面に、登り梁(3)の下側の端部を継手板(4b)を介して連結する連結装置であって、継手板には相反する直角方向に延びる上部突出片(5b)と下部突出片(6b)を有し、登り梁の端面に形成した追込溝(9b)に下部突出片(6b)を差し込み、継手板(4b)を登り梁(3)の端面にねじ止めし、上部突出片(5b)を構造材(1b,2b)の上面に掛けてねじ止めし、且つ上部突出片(5b)の下面側に垂下して設けたロッド(12)を構造材(1b,2b)に埋め込み、更に構造材の登り梁を連結した反対側の側面よりねじボルト(11)を挿入し、該ねじボルト(11)が、ロッド(12)および継手板(4b)を貫通して登り梁(3)にねじ込んで締め付けることを特徴とする登り梁の連結装置。A connecting device for connecting the lower end of the climbing beam (3) to one side surface of a structural material such as a column (1b) or a beam (2b) via a joint plate (4b). It has an upper protruding piece (5b) and a lower protruding piece (6b) extending in the opposite perpendicular directions, and the lower protruding piece (6b) is inserted into a follow-up groove (9b) formed on the end face of the climbing beam. ) Is screwed to the end face of the climbing beam (3), the upper projecting piece (5b) is hung on the upper surface of the structural member (1b, 2b) and screwed, and the upper projecting piece (5b) is suspended on the lower surface side. embedded in Te provided a rod (12) the structural material (1b, 2b), and further inserting the opposite side of the threaded bolt from the side of the climbing beams linked structural member (11), said threaded bolt (11) is a rod (12) and registered the joint plate (4b) through, characterized in that the tightening screwed to climb beam (3) Beam coupling device.
JP2002214245A 2002-07-23 2002-07-23 Climbing beam connecting device Expired - Fee Related JP4030376B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002214245A JP4030376B2 (en) 2002-07-23 2002-07-23 Climbing beam connecting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002214245A JP4030376B2 (en) 2002-07-23 2002-07-23 Climbing beam connecting device

Publications (2)

Publication Number Publication Date
JP2004052464A JP2004052464A (en) 2004-02-19
JP4030376B2 true JP4030376B2 (en) 2008-01-09

Family

ID=31936620

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002214245A Expired - Fee Related JP4030376B2 (en) 2002-07-23 2002-07-23 Climbing beam connecting device

Country Status (1)

Country Link
JP (1) JP4030376B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6458601B2 (en) * 2015-03-31 2019-01-30 ジャパンパイル株式会社 Pile joint device

Also Published As

Publication number Publication date
JP2004052464A (en) 2004-02-19

Similar Documents

Publication Publication Date Title
US6532713B2 (en) Joint structure for joining composite beam and column
JP5567994B2 (en) Connector
JP4546492B2 (en) Reinforcement structure of wood joints in wooden structures
JP4030376B2 (en) Climbing beam connecting device
JP2007218043A (en) Joint securing structure of wooden building, fitting for joint securing structure, column base structure, fitting for column base structure, column-beam joint structure, and fitting for column-beam joint structure
JP3546819B2 (en) Joint structure of composite beam and column
JP2509783B2 (en) Building lateral member connection device
JPH09112030A (en) Crthogonal clamp for contact type form pipe
JP2798239B2 (en) Building material fasteners
JP5019786B2 (en) Column beam connection structure in a wooden building and metal fittings for column beam connection used in the column beam connection structure
JP2681622B2 (en) Joint structure of columns and horizontal members in wooden buildings
JP2007198069A (en) Joint structure of column and beam
JPH1181463A (en) Construction square timber connecting method, its connecting tool, and its metal fitting
JP4060280B2 (en) Joint structure of wood structure members
JPH08226170A (en) Joint metal fixture
JP3048255U (en) Wall panel fixtures
JP3015580U (en) Joining structure of horizontal materials for wooden structures and its tools
JP2001152555A (en) Connecting method and joint plate for building unit
JPH0740809U (en) Pillar establishment fixed structure in wooden building
JPH0821012A (en) Connector fitting for building
JP2005256481A (en) Composite member, and joint structure and joint method for member
JPH08170371A (en) Joint construction between horizontal members
JPS5856779B2 (en) Architectural connection fittings
JPH11181886A (en) Horizontal member bracket
JP2002004440A (en) Connecting device for wooden building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050324

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070515

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070713

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20071002

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20071016

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101026

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101026

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111026

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121026

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121026

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131026

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees