JP2007332615A - Beam joint structure - Google Patents

Beam joint structure Download PDF

Info

Publication number
JP2007332615A
JP2007332615A JP2006164123A JP2006164123A JP2007332615A JP 2007332615 A JP2007332615 A JP 2007332615A JP 2006164123 A JP2006164123 A JP 2006164123A JP 2006164123 A JP2006164123 A JP 2006164123A JP 2007332615 A JP2007332615 A JP 2007332615A
Authority
JP
Japan
Prior art keywords
web
flat plate
fixing piece
winning
joining
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2006164123A
Other languages
Japanese (ja)
Other versions
JP5019796B2 (en
Inventor
Shinichi Kiriyama
伸一 桐山
Yoshiharu Ikeguchi
義治 池口
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.)
Asahi Kasei Homes Corp
Original Assignee
Asahi Kasei Homes Corp
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 Asahi Kasei Homes Corp filed Critical Asahi Kasei Homes Corp
Priority to JP2006164123A priority Critical patent/JP5019796B2/en
Publication of JP2007332615A publication Critical patent/JP2007332615A/en
Application granted granted Critical
Publication of JP5019796B2 publication Critical patent/JP5019796B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To enhance workability in joining a beam on the strong side to a beam on the weak side at right angles to each other and to secure airtightness. <P>SOLUTION: To connect the beam 1 on the strong side to the beam 2 on the weak side at right angles to each other, a flat plate 3 is secured to an end of the beam 2, and a fitting 4 having a web secured piece 4a abutting and secured to the web 1b of the beam 1 and a flat plate secured piece 4b secured to the flat plate 3 is positioned on the beam 1, with the web secured piece 4a secured to the web 1b. The flat plate 3 secured to the end of the beam 2 is secured to the flat plate secured piece 4b. The fitting 4 has opposite pieces 4c, 4d which are opposite respectively to the upper flange 1a and the lower flange 1c of the beam 1. An airtight material 5 is disposed between the upper flange 1a, the lower flange 1c, and the opposite pieces 4c, 4d to maintain airtightness. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、梁と梁を直角に接合する際の接合構造に関し、特に、接合される梁の上下フランジとウエブとによって構成される空間に嵌合する接合金具を利用することで施工性の向上をはかると共に、気密材を介在させることで気密性を発揮することができる梁の接合構造に関するものである。   The present invention relates to a joint structure for joining a beam and a beam at a right angle, and in particular, improves workability by using a joint fitting that fits into a space formed by upper and lower flanges and a web of the beam to be joined. In addition, the present invention relates to a beam joining structure that can exhibit airtightness by interposing an airtight material.

鉄骨造の躯体を有する建物では、一般的に躯体を構成する鉄骨梁どうしを直角に接合することが行われている。例えば、一方向に配置された梁(勝ち側の梁)に対し直角方向に配置された梁(負け側の梁)を接合するような場合、勝ち側の梁のウエブに固定される固定片と、負け側の梁のウエブに固定される起立片と、からなるT字型或いはL字型のジョイント金物を利用することが一般的である(例えば特許文献1参照)。   In a building having a steel frame, generally, steel beams constituting the frame are joined at a right angle. For example, when joining a beam (a losing beam) arranged at a right angle to a beam arranged in one direction (a winning beam), a fixed piece fixed to the web of the winning beam It is common to use a T-shaped or L-shaped joint hardware consisting of an upright piece fixed to the web of the losing beam (see, for example, Patent Document 1).

一方、特許文献1にも記載されるように、負け側の梁に沿って気密面を構成することがある。このような梁の接合部分では、勝ち側の梁の側面に於ける上下フランジとウエブからなる凹状の面とジョイント金物及び負け側の梁の上下フランジとウエブとの間に隙間が形成される。このため、接合端部を気密カバーで囲うと共に、発泡気密シートやアルミテープなどを利用して接合部分を覆うようにして隙間を塞ぐことで気密性を確保している。   On the other hand, as described in Patent Document 1, an airtight surface may be formed along the losing beam. In such a joint portion of the beam, a gap is formed between the concave surface composed of the upper and lower flanges and the web on the side surface of the winning beam and the joint hardware and the upper and lower flanges and the web of the losing beam. For this reason, airtightness is ensured by enclosing the joint end portion with an airtight cover and covering the joint portion by using a foamed airtight sheet or aluminum tape to cover the joint portion.

特許第3422477号公報Japanese Patent No. 3422477

特許文献1の技術では、気密性を確保し得るものの、接合部分を覆う気密カバーが必須となる。この気密カバーは、出隅部、入隅部、平部等の部位の違いや使用する梁の断面の違い等の納まり条件に応じて多様な形状を持った気密カバーが必要となり、部品の管理や施工の管理が煩雑になる虞がある。   In the technique of Patent Literature 1, although airtightness can be ensured, an airtight cover that covers the joint portion is essential. This airtight cover requires airtight covers with various shapes depending on the housing conditions such as the difference in the parts such as the protruding corners, the entrance corners, and the flats, and the difference in the cross section of the beam used. And management of construction may be complicated.

また気密シートやアルミテープを貼る形状が複雑となり、施工が煩雑となる虞がある。特に、施工時期が鉄骨を組んだ後となるので、高所作業となって作業性が悪いという問題がある。この場合、躯体作業と気密作業の2工程作業になり、工期がかかるなどの問題が生じる虞がある。   In addition, the shape of attaching an airtight sheet or aluminum tape becomes complicated, and there is a possibility that the construction becomes complicated. In particular, since the construction time is after a steel frame is assembled, there is a problem that workability is high and workability is poor. In this case, there is a risk of problems such as a two-step operation including a casing operation and an airtight operation, which takes a construction period.

本発明の目的は、一方の梁に直角に他方の梁を接合するに際の作業性を向上させることができ、また躯体作業中に接合部分の気密性を確保することができる梁の接合構造を提供することにある。   An object of the present invention is to improve the workability when joining the other beam at a right angle to one beam, and to ensure the airtightness of the joint portion during the frame work. Is to provide.

上記課題を解決するために本発明に係る梁の接合構造は、勝ち側の梁に負け側の梁を直角に接合する梁の接合構造であって、負け側の梁の端部に平板を固定しておき、勝ち側の梁のウエブ面と当接して固定されるウエブ固定片と負け側の梁の端部に固定された平板と当接して固定される平板固定片とを有する接合金具を、勝ち側の梁に於ける負け側の梁を接合すべき位置に配置してウエブ固定片を勝ち側の梁のウエブに固定し、負け側の梁の端部に固定した平板を勝ち側の梁のウエブと平行になるように接合金具の平板固定片に固定するものである。   In order to solve the above-mentioned problems, the beam joining structure according to the present invention is a beam joining structure in which a losing beam is joined to a winning beam at a right angle, and a flat plate is fixed to the end of the losing beam. A joining bracket having a web fixing piece fixed in contact with the web surface of the winning beam and a flat plate fixing piece fixed in contact with the flat plate fixed to the end of the losing beam. Place the losing beam in the winning beam at the position to be joined, fix the web fixing piece to the winning beam web, and fix the flat plate fixed to the end of the losing beam on the winning beam It is fixed to the flat plate fixing piece of the joint metal fitting so as to be parallel to the web of the beam.

上記梁の接合構造に於いて、接合金具が勝ち側の梁の上フランジ、下フランジと対向するフランジ対向片を有し、勝ち側の梁の上フランジ及び下フランジと接合金具の各フランジ対向片との間に気密材を配置して気密性を保持することが好ましい。   In the above-mentioned beam joining structure, the joining bracket has flange facing pieces facing the upper and lower flanges of the winning beam, and each flange facing piece of the winning beam upper flange and lower flange and the joining bracket. It is preferable to arrange an airtight material between them to maintain airtightness.

また上記何れかの梁の接合構造に於いて、接合金具の平板固定片が勝ち側の梁の上フランジ小口、下フランジ小口と対向する鍔部を有し、該鍔部はウエブ固定片を勝ち側の梁のウエブに固定したとき、該勝ち側の梁の上フランジ小口、下フランジ小口に対向して近接するように構成されていることが好ましい。   Further, in any of the above-mentioned beam joining structures, the flat plate fixing piece of the joining bracket has a flange portion facing the upper flange edge and the lower flange edge of the winning beam, and the flange portion wins the web fixing piece. When fixed to the web of the beam on the side, it is preferable that the beam is configured to be opposed to and close to the upper flange edge and the lower flange edge of the winning beam.

本発明に係る第1の接合構造では、勝ち側の梁に対して負け側の梁を直角に接合する際の作業を容易にすることができる。即ち、勝ち側の梁のウエブに固定されるウエブ固定片と、負け側の梁の端部に固定した平板に固定される平板固定片を有する接合金具を用意すると共に、負け側の梁の端部に平板を固定しておくことによって、接合金具のウエブ固定片を勝ち側の梁のウエブに固定したとき、平板固定片の位置を勝ち側の梁のフランジ小口と略同じ面内とし、これに負け側の梁の平板を固定することで直角を確保して取り付けることができる。   In the first joining structure according to the present invention, it is possible to facilitate the work when joining the losing beam at a right angle to the winning beam. That is, prepare a joining fixture having a web fixing piece fixed to the web of the winning beam and a flat plate fixing piece fixed to the flat plate fixed to the end of the losing beam, and the end of the losing beam By fixing the flat plate to the part, when the web fixing piece of the joint fitting is fixed to the web of the winning beam, the position of the flat fixing piece should be in the same plane as the flange edge of the winning beam. By securing the flat plate of the beam on the losing side, a right angle can be secured and attached.

また第2の接合構造では、接合金具が、ウエブ固定片と平板固定片に加えて、勝ち側の梁に於ける上フランジ、下フランジと対向する対向片を有しており、上下の各フランジと対向片との間に気密材を配置することで、この気密材によって勝ち側の梁の側面と接合金具との間に形成された隙間を閉塞することができる。このため、勝ち側の梁に対し負け側の梁を直角に接合する部位に於ける気密性を確保することができる。   Further, in the second joining structure, the joining metal fitting has an opposing piece that opposes the upper flange and the lower flange in the winning beam in addition to the web fixing piece and the flat plate fixing piece. By disposing an airtight material between the facing piece and the opposing piece, a gap formed between the side surface of the winning beam and the joint fitting can be closed by the airtight material. For this reason, it is possible to ensure airtightness at a portion where the losing beam is joined at right angles to the winning beam.

また第3の接合構造では、接合金具を構成する平板固定片が、勝ち側の梁の上フランジ小口、下フランジ小口と対向して近接し得るように構成されているので、平板固定片と各フランジ小口との間に気密材を挟み込むことができる。このため、より確実な気密性を確保することができる。   Further, in the third joining structure, the flat plate fixing pieces constituting the fitting are configured so as to be close to and opposed to the upper flange edge and the lower flange edge of the winning beam. An airtight material can be sandwiched between the flange edge. For this reason, more reliable airtightness can be ensured.

次に、本発明に係る梁の接合構造の最も好ましい形態について説明する。本発明の梁の接合構造は、建物の鉄骨躯体を構成するH形鋼からなる勝ち側の梁にH形鋼からなる負け側の梁を直角に接合する際に、ウエブ固定片と平板固定片を有する接合金具を用いることで作業性の向上をはかり、勝ち側の梁を構成する上下のフランジと接合金具を構成する対向片との間に気密材を介在させることで、気密性を確保したものである。   Next, the most preferable form of the beam joining structure according to the present invention will be described. The beam joining structure of the present invention is such that when a losing beam made of H-shape steel is joined to a winning beam made of H-shape steel constituting a steel frame of a building at a right angle, a web fixing piece and a flat plate fixing piece Workability is improved by using a joint metal fitting that has an airtight material between the upper and lower flanges that make up the winning beam and the opposing piece that makes up the joint metal fitting, ensuring airtightness. Is.

接合金物は、ウエブ固定片と平板固定片を有しており、これらの固定片が平行に配置されている。ウエブ固定片と平板固定片の距離は勝ち側の梁に於けるウエブ面とフランジ小口との距離と略等しいか或いは僅かに大きい寸法を有していることが好ましい。特に、勝ち側の梁と接合金具との間で高い気密性を保持するような場合には、ウエブ固定片と平板固定片とを上フランジ、下フランジに夫々対向する対向片を介して接合し、更に、平板固定片を勝ち側の梁の上下フランジ小口と対向して近接し得るような形状と寸法で構成することが好ましい。   The metal joint has a web fixing piece and a flat plate fixing piece, and these fixing pieces are arranged in parallel. The distance between the web fixing piece and the flat plate fixing piece is preferably substantially the same as or slightly larger than the distance between the web surface and the flange edge of the winning beam. In particular, when high airtightness is maintained between the winning beam and the joining bracket, the web fixing piece and the flat plate fixing piece are joined via the opposing pieces facing the upper flange and the lower flange, respectively. Furthermore, it is preferable to configure the flat plate fixing piece with a shape and size that can be opposed to and close to the upper and lower flange edges of the winning beam.

接合金具を介して勝ち側の梁に負け側の梁を直角に接合する際に、接合金具のウエブ固定片と勝ち側の梁のウエブ面との接合面及び、平板固定片と負け側の梁の端部に固定した平板との接合面については、当接(面接合)することで気密を確保している。   When joining the losing beam at right angles to the winning beam via the joint fitting, the joining surface between the web fixing piece of the joining fitting and the web surface of the winning beam, and the flat plate fixing piece and the losing beam About the joint surface with the flat plate fixed to the edge part of this, airtightness is ensured by contact | abutting (surface joining).

接合金具を介して勝ち側の梁に負け側の梁を直角に接合する際に、接合金具のウエブ固定片と勝ち側の梁のウエブ面との間、平板固定片と負け側の梁の端部に固定した平板との間、に気密材を介在させると気密性を確保する上で好ましいが、弾性体を介して接合するのでは剛的な接合を阻害することになる。このため、ウエブ固定片、平板固定片は夫々固定対象となるウエブ、平板に対し隙間なく当接し得ることが好ましい。   When connecting the losing beam to the winning beam at a right angle via the joining bracket, between the web fixing piece of the joining bracket and the web surface of the winning beam, the end of the flat plate fixing piece and the losing beam When an airtight material is interposed between the flat plate fixed to the part, it is preferable to secure the airtightness, but joining via an elastic body inhibits rigid joining. For this reason, it is preferable that a web fixing piece and a flat plate fixing piece can contact | abut with respect to the web and flat plate used as fixing object respectively, respectively, without a gap.

上フランジ、下フランジに対向するフランジ対向片は、これらのフランジ対向片と各フランジとの間に気密材を挟み込んで気密性を確保し得るように構成される。このため、各フランジとの間に配置された気密材を確実に挟み込むことが可能なように、フランジ小口側からウエブ面側にかけての勾配を有することが好ましい。   The flange facing pieces facing the upper flange and the lower flange are configured so as to ensure airtightness by sandwiching an airtight material between the flange facing pieces and each flange. For this reason, it is preferable to have a gradient from the flange edge side to the web surface side so that the airtight material disposed between the flanges can be reliably sandwiched.

また平板固定片の上下方向の寸法は、勝ち側の梁の上下フランジの対向面間の距離(ウエブの長さと略等しい)と略等しいか僅かに小さい、或いは上下フランジの表面間の距離と略等しいか僅かに小さいことが好ましい。平板固定片がこのような寸法を有することによって、接合金具が勝ち側の梁に於ける上下フランジとウエブとで構成される空間に入り込むか、或いは平板固定片の上下端部が勝ち側の梁に於ける上下フランジ小口と対向し、接合金具を勝ち側の梁のウエブに固定したとき、平板固定片と各フランジ小口との間に形成される間隙に気密材を挟み込むことが可能となる。   The vertical dimension of the flat plate fixing piece is substantially equal to or slightly smaller than the distance between the opposing surfaces of the upper and lower flanges of the winning beam (substantially equal to the length of the web), or substantially the same as the distance between the surfaces of the upper and lower flanges. Preferably equal or slightly smaller. When the flat plate fixing piece has such dimensions, the joining bracket enters the space formed by the upper and lower flanges and the web in the winning beam, or the upper and lower ends of the flat plate fixing piece are in the winning beam. When the joint metal fitting is fixed to the web of the winning beam facing the upper and lower flange openings in the case, it is possible to sandwich an airtight material in the gap formed between the flat plate fixing piece and each flange opening.

気密材の材質は特に限定するものではなく、適度な弾性と可撓性を有し且つ十分な気密性を有するものであれば用いることが可能である。この気密材の形状は特に限定するものではなく、適度な厚さを持ったシート状のものであって良い。シート状の気密材は、勝ち側の梁のフランジの長さ(ウエブから端面までの長さ)よりも長いことが好ましく、フランジの端面にはみ出した部分が、接合金具の平板固定片とフランジ小口との間に挟み込まれることで気密性を確保し得るように形成されることが好ましい。   The material of the airtight material is not particularly limited, and any material can be used as long as it has appropriate elasticity and flexibility and sufficient airtightness. The shape of the airtight material is not particularly limited, and may be a sheet shape having an appropriate thickness. The sheet-like airtight material is preferably longer than the length of the flange of the winning beam (the length from the web to the end surface), and the portion protruding from the end surface of the flange is the flat plate fixing piece of the joint fitting and the flange edge It is preferable to be formed so as to ensure airtightness by being sandwiched between the two.

気密材は、上フランジと接合金具の間、下フランジと接合金具の間に隙間なく配置される。このため、気密材は夫々の間に挟み込まれることが可能なシート片であって良い。しかし、予め極く薄いシート(例えば、軟鋼シートやアルミシート等)を上下フランジ、ウエブの形状に対応させたコ字状に成形しておき、このシートのフランジに対応する片に接着しておくことが好ましい。このような気密部材を用いることで、簡単に取り付けることが可能となり、気密工によることなく、躯体工のみによって気密作業を進行させることが可能となる。   The hermetic material is disposed between the upper flange and the joint fitting and between the lower flange and the joint fitting without any gap. For this reason, an airtight material may be a sheet piece which can be inserted | pinched between each. However, an extremely thin sheet (for example, a mild steel sheet or an aluminum sheet) is formed into a U shape corresponding to the shape of the upper and lower flanges and the web, and bonded to a piece corresponding to the flange of the sheet. It is preferable. By using such an airtight member, it is possible to easily attach the airtight member, and it is possible to advance the airtight operation only by the frame work without using the airtight work.

次に、第1実施例に係る接合構造について図を用いて説明する。図1は第1実施例に係る接合構造を説明する展開図である。図2は勝ち側の梁に接合金具を固定した状態を説明する斜視図である。図3は勝ち側の梁に固定した接合金具に負け側の梁を接合する状態を説明する図である。   Next, the joint structure according to the first embodiment will be described with reference to the drawings. FIG. 1 is a developed view for explaining the joint structure according to the first embodiment. FIG. 2 is a perspective view for explaining a state in which the joint fitting is fixed to the winning beam. FIG. 3 is a diagram illustrating a state in which the losing side beam is joined to the joining bracket fixed to the winning side beam.

図に示す接合構造は、勝ち側の梁1(以下「梁1」という)に対し負け側の梁2(以下「梁2」という)を直角に接合するものであり、梁2の端部に固定した平板3を接合金具4に固定すると共に、接合金具4と梁1との間に気密材5を挟み込むことで、気密性をも確保し得るように構成されたものである。   The joining structure shown in the figure is such that a losing beam 2 (hereinafter referred to as “beam 2”) is joined at right angles to a winning beam 1 (hereinafter referred to as “beam 1”). In addition to fixing the fixed flat plate 3 to the joint fitting 4 and sandwiching an airtight material 5 between the joint fitting 4 and the beam 1, it is configured to ensure airtightness.

図に示すように、梁1は上フランジ1a、ウエブ1b、下フランジ1cからなるH形鋼として構成されており、ウエブ1bの所定位置には複数のボルト穴1dが形成されている。また梁2も同様に上フランジ2a、ウエブ2b、したフランジ2cからなるH形鋼として構成されており、長手方向の端部には複数のボルト穴3aが形成された平板3が溶接等の手段で固定されている。   As shown in the figure, the beam 1 is configured as an H-shaped steel made up of an upper flange 1a, a web 1b, and a lower flange 1c, and a plurality of bolt holes 1d are formed at predetermined positions on the web 1b. Similarly, the beam 2 is formed as an H-shaped steel made up of an upper flange 2a, a web 2b, and a flange 2c, and a flat plate 3 having a plurality of bolt holes 3a formed at the end in the longitudinal direction is a means such as welding. It is fixed with.

接合金具4は、梁1のウエブ1bに固定されるウエブ固定片4aと、梁2の平板3に固定される平板固定片4bと、を有しており、ウエブ固定片4aと平板固定片4bは互いに平行になるように構成されている。またウエブ固定片4aと平板固定片4bの表面間距離は、梁1に於ける各フランジ1a、1cのフランジ小口1e、1fとウエブ1bとの間の寸法に略等しいか、僅かに大きく形成されている。従って、接合金具4のウエブ固定片4aを梁1のウエブ1bに固定したとき、平板固定片4bの表面は各フランジ1a、1cのフランジ小口1e、1fを含む面と同一面か或いは突出した位置にある。   The joining metal fitting 4 has a web fixing piece 4a fixed to the web 1b of the beam 1 and a flat plate fixing piece 4b fixed to the flat plate 3 of the beam 2. The web fixing piece 4a and the flat plate fixing piece 4b are provided. Are configured to be parallel to each other. The distance between the surfaces of the web fixing piece 4a and the flat plate fixing piece 4b is substantially equal to or slightly larger than the dimension between the flange openings 1e and 1f of the flanges 1a and 1c of the beam 1 and the web 1b. ing. Therefore, when the web fixing piece 4a of the joint metal fitting 4 is fixed to the web 1b of the beam 1, the surface of the flat plate fixing piece 4b is the same surface as the surface including the flange openings 1e and 1f of the flanges 1a and 1c, or a protruding position. It is in.

ウエブ固定片4aと平板固定片4bは、梁1の上フランジ1aと対向するフランジ対向片となる対向片4c、梁1の下フランジ1bと対向するフランジ対向片となる対向片4dを介して接合されている。従って、接合金具4は側面から見たとき図3に示すように略四角形に構成されている。対向片4c、4dはこれらの片と各フランジ1a、1cとの間に気密材5を容易に挟み込むことが可能なように、平板固定片4b側からウエブ固定片4a側にかけて狭くなるように勾配が形成されている。   The web fixing piece 4a and the flat plate fixing piece 4b are joined via a facing piece 4c that is a flange facing piece facing the upper flange 1a of the beam 1 and a facing piece 4d that is a flange facing piece facing the lower flange 1b of the beam 1. Has been. Accordingly, the joining metal fitting 4 is formed in a substantially rectangular shape as shown in FIG. 3 when viewed from the side. The opposing pieces 4c and 4d are inclined so as to become narrower from the flat plate fixing piece 4b side to the web fixing piece 4a side so that the airtight member 5 can be easily sandwiched between these pieces and the flanges 1a and 1c. Is formed.

接合金具4の幅寸法(平板固定片4bの幅寸法)は梁2の端部に固定した平板3の幅寸法と略等しく設定されており、この寸法は梁2のフランジ寸法と略等しい。また接合金具4の長さ寸法(平板4の長さ寸法)は梁1の上下フランジ1a、1cの内法寸法よりも小さく設定されており、該接合金具4を梁1に固定する際に容易にウエブ1bに固定し得るように構成されている。   The width dimension of the joint fitting 4 (width dimension of the flat plate fixing piece 4b) is set to be approximately equal to the width dimension of the flat plate 3 fixed to the end of the beam 2, and this dimension is substantially equal to the flange size of the beam 2. The length dimension of the joint fitting 4 (length dimension of the flat plate 4) is set to be smaller than the internal dimension of the upper and lower flanges 1a and 1c of the beam 1, and it is easy to fix the joint fitting 4 to the beam 1. It can be fixed to the web 1b.

またウエブ固定片4aには梁1のボルト穴1dに対向した位置にボルトのねじ部を通すボルト穴4eが形成され、平板固定片4bにはボルト穴4eと同心上にボルトそのものを通過させる穴4fが形成されると共に、平板3のボルト穴3aと対向した位置であってウエブ固定片4a側の面に複数のナット4gが溶接等の手段で固定されている。   The web fixing piece 4a is formed with a bolt hole 4e through which the threaded portion of the bolt is passed at a position facing the bolt hole 1d of the beam 1, and the flat plate fixing piece 4b is a hole through which the bolt itself passes concentrically with the bolt hole 4e. 4f is formed, and a plurality of nuts 4g are fixed to the surface of the flat plate 3 facing the bolt holes 3a on the web fixing piece 4a side by means such as welding.

尚、本実施例の接合金具4では、幅方向の略中央に補強片4hが配置されており、ウエブ固定片4a、平板固定片4b、対向片4c、4dの各内面に溶接等の手段で固定されている。   In addition, in the joining metal fitting 4 of the present embodiment, the reinforcing piece 4h is disposed at substantially the center in the width direction, and means such as welding is used on the inner surfaces of the web fixing piece 4a, the flat plate fixing piece 4b, and the opposing pieces 4c and 4d. It is fixed.

気密材5は弾性と可撓性を持ったシート状に形成され、梁1の各フランジ1a、1cに対応して設けられている。即ち、気密材5は各フランジ1a、1cのウエブ1bから各フランジ小口1e、1fまでの長さよりも若干長い長さを有し、且つ接合金具4のウエブ固定片4aに形成されたボルト穴4eの横方向の間隔寸法よりも僅かに小さい幅寸法を有している。   The airtight member 5 is formed in a sheet shape having elasticity and flexibility, and is provided corresponding to the flanges 1 a and 1 c of the beam 1. That is, the airtight member 5 has a length slightly longer than the length from the web 1b of each flange 1a, 1c to the respective flange edge 1e, 1f, and the bolt hole 4e formed in the web fixing piece 4a of the joint fitting 4. The width dimension is slightly smaller than the horizontal spacing dimension.

上記の如き気密材5では、接合金具4の対向片4c、4dと梁1の各フランジ1a、1cの間に挟み込む際に作業性を損なう虞がある。このため、本実施例では、薄い金属シートをコ字状に折り曲げた接合部材6を形成し、この接合部材6の両端部分に夫々気密材5を取り付けて気密部材7を構成している。   In the airtight material 5 as described above, there is a risk that workability may be impaired when sandwiched between the facing pieces 4c, 4d of the joint fitting 4 and the flanges 1a, 1c of the beam 1. For this reason, in this embodiment, the joining member 6 is formed by bending a thin metal sheet into a U-shape, and the airtight member 5 is attached to both end portions of the joining member 6 to constitute the airtight member 7.

接合部材6は、例えば厚さが約1mm程度の極く薄い軟鋼シートやアルミシートを梁1の各フランジ1a、1c及びウエブ1bの形状、及び気密材5の厚さ、等の寸法を考慮して溝型に形成されている。そして、溝型の両フランジ部分に気密材5を接着することで、気密部材7が形成されている。   The joining member 6 is made of, for example, a very thin mild steel sheet or aluminum sheet having a thickness of about 1 mm in consideration of dimensions such as the shapes of the flanges 1a and 1c and the web 1b of the beam 1 and the thickness of the airtight member 5. It is formed in a groove shape. And the airtight member 7 is formed by adhere | attaching the airtight material 5 on both flange parts of a groove type.

また、接合部材6の溝型部分に於ける両隅部の内側には、弾性を有し且つ気密性を発揮し得るような気密材6a(気密材5と同じ材質であっても良い)が接着されており、接合金具4を梁1に固定する際に、ウエブ固定片4aがウエブ1bに圧接したとき、該ウエブ固定片4aと各対向片4c、4dの角部が接触したときに気密性を確保し得るように構成されている。   Further, an airtight material 6a (which may be made of the same material as the airtight material 5) has elasticity and can exhibit airtightness inside the corners of the groove portion of the joining member 6. When the bonding fixture 4 is fixed to the beam 1, when the web fixing piece 4a comes into pressure contact with the web 1b, the web fixing piece 4a and the corners of the opposing pieces 4c, 4d come into contact with each other. It is comprised so that the property can be ensured.

次に本実施例に係る接合構造を構成する手順について説明する。図1に示すように、既に固定されている梁1に対し梁2を接合すべき位置に、気密部材7と接合部材金具4を配置する。先ず、気密部材7の接合部材6に形成されたボルト挿通穴を梁1のウエブ1bに形成されたボルト穴1dに略一致させてウエブ1bに沿わせる。次いで、接合金具4をウエブ固定片4aを梁1のウエブ1bに対向させて接近させ、平板固定片4bに形成した穴4fからボルト8aを通してねじ部をボルト穴4e、1dに挿通し、ナット8bを締結することで、該接合金具4を梁1に固定する。   Next, the procedure for configuring the joint structure according to this embodiment will be described. As shown in FIG. 1, an airtight member 7 and a joining member metal fitting 4 are arranged at a position where the beam 2 is to be joined to the already fixed beam 1. First, the bolt insertion hole formed in the joining member 6 of the hermetic member 7 is substantially aligned with the bolt hole 1d formed in the web 1b of the beam 1 and is aligned along the web 1b. Next, the joining metal fitting 4 is brought close to the web fixing piece 4a facing the web 1b of the beam 1, the screw portion is inserted into the bolt holes 4e and 1d through the bolt 8a from the hole 4f formed in the flat plate fixing piece 4b, and the nut 8b. Is fastened to the beam 1.

接合金具4を梁1のウエブ1bに固定する過程で、気密部材7の気密材5は夫々対向片4c、4dと上フランジ1a、下フランジ1cの間に挟まれて圧縮し、これにより、高い気密性を発揮することが可能である。特に、接合金具4の対向片4c、4dが勾配を有することから、気密材5にしわを生じさせたり、破断させることがなく、確実に且つ容易に気密性を確保することが可能である。   In the process of fixing the joining metal fitting 4 to the web 1b of the beam 1, the airtight material 5 of the airtight member 7 is sandwiched between the opposing pieces 4c and 4d and the upper flange 1a and the lower flange 1c, respectively, and is compressed. It is possible to exhibit airtightness. In particular, since the opposing pieces 4c and 4d of the joint fitting 4 have a gradient, it is possible to reliably and easily ensure airtightness without causing wrinkles or breaking of the airtight material 5.

次に、梁2の端部に固定した平板3を梁1のウエブ1bと平行になるようにしながら接合金具4に接近させ、平板3を接合金具4の平板固定片4bに対向させてボルト8aをボルト穴3aに挿通してナット4gに締結することで、梁2を梁1に直角に接合することが可能である。   Next, the flat plate 3 fixed to the end of the beam 2 is brought close to the joint fitting 4 while being parallel to the web 1b of the beam 1, and the flat plate 3 is opposed to the flat plate fixing piece 4b of the joint fitting 4 so as to face the bolt 8a. Is inserted into the bolt hole 3a and fastened to the nut 4g, so that the beam 2 can be joined to the beam 1 at a right angle.

上記接合構造に於いて、接合金具4のウエブ固定片4aと梁1のウエブ1bとの間には気密部材7を構成する接合部材6が介在することになるが、この接合部材6の厚さが1mm程度と薄く、且つ鋼材であるため、ウエブ固定片4aとウエブ1bとの隙間でなじみ気密性を損なうことがない。同様に平板固定片4bと梁2の端部に固定した平板3は直接面で接触して固定されるため、気密性を損なうことがない。   In the above-mentioned joining structure, the joining member 6 constituting the airtight member 7 is interposed between the web fixing piece 4a of the joining fitting 4 and the web 1b of the beam 1. The thickness of the joining member 6 is as follows. Is as thin as about 1 mm and is made of steel, so that the familiar airtightness is not impaired in the gap between the web fixing piece 4a and the web 1b. Similarly, since the flat plate 3 fixed to the flat plate fixing piece 4b and the end of the beam 2 is fixed in direct contact with the surface, the airtightness is not impaired.

また、接合金具4が、平板状の平板固定片4bにウエブ固定片4aと対向片4c、4dを連続して成形した溝型の部材を溶接して構成したものである場合、ウエブ固定片4aと対向片4c、4dとの接合部位が曲面状に形成される。接合金具4がこのような形状を有する場合であっても、気密部材7に於ける角部に弾性を持った気密材6aが設けられているため、この気密材6aによって気密性を確保することが可能である。   Further, when the joining metal fitting 4 is formed by welding a groove-shaped member formed by continuously forming the web fixing piece 4a and the opposing pieces 4c, 4d to the flat plate fixing piece 4b, the web fixing piece 4a. And the opposing pieces 4c and 4d are formed in a curved surface. Even when the joining metal fitting 4 has such a shape, since the airtight member 6a having elasticity is provided at the corners of the airtight member 7, the airtightness is secured by the airtight member 6a. Is possible.

次に、第2実施例に係る接合構造について説明する。図4は第2実施例の接合構造を説明する図である。尚、本実施例は接合金具の形状と気密材の長さ以外は前述の第1実施例と実質的に同じため、図4のみで説明する。   Next, the joint structure according to the second embodiment will be described. FIG. 4 is a view for explaining the joint structure of the second embodiment. Since this embodiment is substantially the same as the first embodiment except for the shape of the joint fitting and the length of the hermetic material, only this will be described with reference to FIG.

接合金具10は、ウエブ固定片10aと平板固定片10bを有し、これらの各片の間に対向片10c、10dが形成されている。平板固定片10bの長さは梁1の上フランジ1aの表面と下フランジ1cの表面との間に寸法に略等しく形成されている。また、ウエブ固定片10aと平板固定片10bとの間隔は、ウエブ固定片10aを梁1のウエブ1bに固定したとき、各フランジ1a、1cのフランジ小口1e、1fと平板固定片10bとの間に気密材5を挟み込んで圧縮するのに十分な間隙11を形成し得るような寸法に設定されている。   The joining metal fitting 10 has a web fixing piece 10a and a flat plate fixing piece 10b, and opposed pieces 10c and 10d are formed between these pieces. The length of the flat plate fixing piece 10b is formed approximately equal to the dimension between the surface of the upper flange 1a of the beam 1 and the surface of the lower flange 1c. Further, the distance between the web fixing piece 10a and the flat plate fixing piece 10b is such that when the web fixing piece 10a is fixed to the web 1b of the beam 1, the flanges 1e and 1f of the flanges 1a and 1c and the flat plate fixing piece 10b. The dimension is set so as to form a gap 11 sufficient to sandwich and compress the airtight material 5.

また気密材5は、長さが梁1の各フランジ1a、1cのウエブ1bからの寸法に、各フランジ1a、1cのフランジ小口1e、1fの寸法(各フランジ1a、1cの厚さ)を加えた寸法に設定されている。   Further, the airtight member 5 adds the dimensions of the flanges 1e and 1f of the flanges 1a and 1c (thicknesses of the flanges 1a and 1c) to the dimensions of the flanges 1a and 1c of the beam 1 from the web 1b. The dimensions are set.

上記の如く形成された接合金具10と気密材5を用いた接合構造では、気密部材7を梁1の上フランジ1a、ウエブ1b、下フランジ1cに沿わせたとき、気密材5は端部が各フランジ1a、1cからはみ出すことになる。そして、接合金具10のウエブ固定片10aを梁1のウエブ1bに固定する過程で、気密材5は接合金具4の対向片4c、4dと各フランジ1a、1cとの間に挟まれて気密性を発揮すると共に、各フランジ1a、1cからはみだした気材5は平板固定片10bの梁1側の面とフランジ小口1e、1fとの間に挟み込まれて圧縮し、気密性を発揮することが可能である。   In the joining structure using the joining fitting 10 and the airtight material 5 formed as described above, when the airtight member 7 is placed along the upper flange 1a, the web 1b, and the lower flange 1c of the beam 1, the end of the airtight material 5 is provided. It will protrude from each flange 1a, 1c. In the process of fixing the web fixing piece 10a of the joint fitting 10 to the web 1b of the beam 1, the hermetic material 5 is sandwiched between the facing pieces 4c, 4d of the joint fitting 4 and the flanges 1a, 1c to be airtight. The air material 5 protruding from the flanges 1a and 1c is sandwiched and compressed between the surface of the flat plate fixing piece 10b on the beam 1 side and the flange edge 1e and 1f, thereby exhibiting airtightness. Is possible.

次いで、梁1に固定された接合金具10の平板固定片10bに梁2の平板3を接合することで、該梁2を梁1に対し直角に接合すると共に気密性を確保することが可能である。   Next, by joining the flat plate 3 of the beam 2 to the flat plate fixing piece 10b of the joint fitting 10 fixed to the beam 1, it is possible to join the beam 2 at a right angle to the beam 1 and to ensure airtightness. is there.

尚、本実施例では、接合金具10の平板固定片10bに梁2の平板3を接合するに際し、該接合金具10にはナットを固定しておくことなく、ボルト8a、ナット8bを利用して固定している。このように、予め接合金具4にナット4gを固定しておくか、接合金具10にナットを固定しないか、は全く限定するものではなく、梁1,2の寸法等の条件に応じて適宜設定することが好ましい。   In this embodiment, when the flat plate 3 of the beam 2 is joined to the flat plate fixing piece 10b of the joint fitting 10, the bolt 8a and the nut 8b are used without fixing the nut to the joint fitting 10. It is fixed. As described above, whether the nut 4g is fixed to the joining bracket 4 in advance or whether the nut is not secured to the joining bracket 10 is not limited at all, and is appropriately set according to conditions such as the dimensions of the beams 1 and 2 It is preferable to do.

本発明の接合構造では、接合金具4,10を利用して梁1に対し梁1を直角に接合することが可能であり、出隅部、入隅部、平部に於ける梁の直角接合の際に利用して有利である。   In the joining structure of the present invention, it is possible to join the beam 1 at a right angle to the beam 1 by using the joining brackets 4 and 10, and the right angle joining of the beam at the protruding corner portion, the entering corner portion, and the flat portion. This is advantageous when used.

第1実施例に係る接合構造を説明する展開図である。It is an expanded view explaining the junction structure concerning the 1st example. 勝ち側の梁に接合金具を固定した状態を説明する斜視図である。It is a perspective view explaining the state which fixed the joining metal fitting to the beam of the winning side. 勝ち側の梁に固定した接合金具に負け側の梁を接合する状態を説明する図である。It is a figure explaining the state which joins the losing side beam to the joining metal fitting fixed to the winning side beam. 第2実施例の接合構造を説明する図である。It is a figure explaining the junction structure of the 2nd example.

符号の説明Explanation of symbols

1 梁(勝ち側の梁)
2 梁(負け側の梁)
1a、2a 上フランジ
1b、2b ウエブ
1c、2c 下フランジ
1d ボルト穴
1e、1f フランジ小口
3 平板
3a ボルト穴
4 接合金具
4a ウエブ固定片
4b 平板固定片
4c、4d 対向片
4e ボルト穴
4f 穴
4g ナット
4h 補強片
5 気密材
6 接合部材
6a 気密材
7 気密部材
8a ボルト
8b ナット
10 接合金具
10a ウエブ固定片
10b 平板固定片
10c、10d 対向片
1 beam (the beam on the winning side)
2 beams (losing beam)
1a, 2a Upper flange 1b, 2b Web 1c, 2c Lower flange 1d Bolt hole 1e, 1f Flange edge 3 Flat plate 3a Bolt hole 4 Joint metal fitting 4a Web fixed piece 4b Flat plate fixed piece 4c, 4d Opposing piece 4e Bolt hole 4f Hole 4g Nut 4h Reinforcing piece 5 Airtight material 6 Joining member 6a Airtight material 7 Airtight member 8a Bolt 8b Nut 10 Joint metal fitting 10a Web fixing piece 10b Flat plate fixing piece 10c, 10d Opposing piece

Claims (3)

勝ち側の梁に負け側の梁を直角に接合する梁の接合構造であって、負け側の梁の端部に平板を固定しておき、勝ち側の梁のウエブ面と当接して固定されるウエブ固定片と負け側の梁の端部に固定された平板と当接して固定される平板固定片とを有する接合金具を、勝ち側の梁に於ける負け側の梁を接合すべき位置に配置してウエブ固定片を勝ち側の梁のウエブに固定し、負け側の梁の端部に固定した平板を勝ち側の梁のウエブと平行になるように接合金具の平板固定片に固定することを特徴とする梁の接合構造。 It is a beam joint structure in which the losing beam is joined to the winning beam at a right angle, and a flat plate is fixed to the end of the losing beam, and is fixed in contact with the web surface of the winning beam. Position where the losing side beam should be joined to the winning side beam, with a joining bracket having a web fixing piece and a flat plate fixing piece that is fixed in contact with the flat plate fixed to the end of the losing side beam. The web fixing piece is fixed to the web of the winning beam, and the flat plate fixed to the end of the losing beam is fixed to the flat fixing piece of the joint fitting so that it is parallel to the web of the winning beam. A joint structure of beams. 前記接合金具が勝ち側の梁の上フランジ、下フランジと対向するフランジ対向片を有し、勝ち側の梁の上フランジ及び下フランジと接合金具の各フランジ対向片との間に気密材を配置して気密性を保持することを特徴とする請求項1に記載した梁の接合構造。 The joining bracket has flange facing pieces facing the upper and lower flanges of the winning beam, and an airtight material is disposed between the upper and lower flanges of the winning beam and each flange facing piece of the joining bracket. 2. The beam joining structure according to claim 1, wherein airtightness is maintained. 前記接合金具の平板固定片が勝ち側の梁の上フランジ小口、下フランジ小口と対向する鍔部を有し、該鍔部はウエブ固定片を勝ち側の梁のウエブに固定したとき、該勝ち側の梁の上フランジ小口、下フランジ小口に対向して近接するように構成されていることを特徴とする請求項1又は2に記載した梁の接合構造。 The flat plate fixing piece of the joint fitting has a flange portion that opposes the upper flange edge and the lower flange edge of the winning beam, and the flange portion wins when the web fixing piece is fixed to the winning beam web. 3. The beam joining structure according to claim 1, wherein the beam is structured so as to be opposed to and close to the upper flange edge and the lower flange edge of the side beam.
JP2006164123A 2006-06-14 2006-06-14 Beam connection structure Active JP5019796B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006164123A JP5019796B2 (en) 2006-06-14 2006-06-14 Beam connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006164123A JP5019796B2 (en) 2006-06-14 2006-06-14 Beam connection structure

Publications (2)

Publication Number Publication Date
JP2007332615A true JP2007332615A (en) 2007-12-27
JP5019796B2 JP5019796B2 (en) 2012-09-05

Family

ID=38932347

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006164123A Active JP5019796B2 (en) 2006-06-14 2006-06-14 Beam connection structure

Country Status (1)

Country Link
JP (1) JP5019796B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103643812A (en) * 2013-11-22 2014-03-19 许继集团有限公司 Cabin roof splicing structure of prefabricated cabin and combined prefabricated cabin using same

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6371301U (en) * 1986-10-29 1988-05-13
JPH11270004A (en) * 1998-03-19 1999-10-05 Daiwa House Ind Co Ltd Airtight structure of residence and airtight residence
JP2001123558A (en) * 1999-10-25 2001-05-08 Sekisui House Ltd Airtight structure in connection part of beam

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6371301U (en) * 1986-10-29 1988-05-13
JPH11270004A (en) * 1998-03-19 1999-10-05 Daiwa House Ind Co Ltd Airtight structure of residence and airtight residence
JP2001123558A (en) * 1999-10-25 2001-05-08 Sekisui House Ltd Airtight structure in connection part of beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103643812A (en) * 2013-11-22 2014-03-19 许继集团有限公司 Cabin roof splicing structure of prefabricated cabin and combined prefabricated cabin using same
CN103643812B (en) * 2013-11-22 2017-09-05 许继集团有限公司 Prefabricated cabin cabin push up splicing construction and using the structure and cabin formula prefabricated cabin

Also Published As

Publication number Publication date
JP5019796B2 (en) 2012-09-05

Similar Documents

Publication Publication Date Title
EP1053435B1 (en) Insulation panel for cabinets containing air handling equipment
US5653482A (en) Seal system for duct network
KR920015004A (en) Joining member in a building unit and its manufacturing method
US4481747A (en) Assembly for mounting plates to a framework structure
JP5801784B2 (en) Connecting member and housing
JP5019796B2 (en) Beam connection structure
JP4458808B2 (en) Sash joint structure
JP5202868B2 (en) Insulation panel, insulation panel assembly, and assembly method of insulation panel
JP2000220213A (en) Column-beam connection part structure and beam
JP2003278291A (en) Connecting structure of soundproof panels
JP2596072Y2 (en) Wall structure
JP3188632B2 (en) Frame assembly equipment
JP6105884B2 (en) Bonded hardware
JP2000226997A (en) Steel segment and its manufacture
JP2006071184A (en) Filter mounting structure
WO2000014454A1 (en) Duct connecting device
JP3921676B2 (en) Electronic equipment housing joint structure
JP2006035264A (en) Backing strip for column welding
JP3530898B2 (en) Reinforcement for wooden members
JP3101360U (en) Building panel
JP6198496B2 (en) Ceiling reinforcement bracket unit
JPH071377Y2 (en) Floor panel mounting structure to the beam
JP3910271B2 (en) Wall panel mounting structure
JP3106733B2 (en) Wall panel fixing structure
JPH0589782U (en) Airtight structure of sash

Legal Events

Date Code Title Description
RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20080131

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090601

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20111104

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20111108

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120106

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120221

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120316

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: 20120612

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120612

R150 Certificate of patent or registration of utility model

Ref document number: 5019796

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20150622

Year of fee payment: 3

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350