[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JPH11351496A - I-shape supporter for building - Google Patents

I-shape supporter for building

Info

Publication number
JPH11351496A
JPH11351496A JP11453299A JP11453299A JPH11351496A JP H11351496 A JPH11351496 A JP H11351496A JP 11453299 A JP11453299 A JP 11453299A JP 11453299 A JP11453299 A JP 11453299A JP H11351496 A JPH11351496 A JP H11351496A
Authority
JP
Japan
Prior art keywords
shaped support
head
groove
support
width
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
JP11453299A
Other languages
Japanese (ja)
Inventor
Ernst Koller
コーラー エルスト
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 JPH11351496A publication Critical patent/JPH11351496A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452H- or I-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PROBLEM TO BE SOLVED: To connect a plurality of I-shape supporters with one another without using any additional tools and clamping means. SOLUTION: In consequence, a part of width B1 of a longitudinal rib 20 at the outermost side of an I-shape supporter is fitted in a part of height H1 of undercut parts 16 at both sides of a longitudinal groove 14 of a supporter head 12, two or more than these I-shape supporters forms a coupling section being clamped with one another on the basis of a restraint of mutual form with their heads 12.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、高さ及び幅がそれ
ぞれ対称になるように形成されていて、かつ両方のヘッ
ド上側に、それぞれ少なくとも2つの、両サイドに対称
にアンダカットされた、同じ縦溝を有しており、該縦溝
が縦リブにより側方から制限されている建築用I形字支
持体及び同I字形支持体の使用方法に関する。
BACKGROUND OF THE INVENTION The present invention relates to the same invention, wherein the height and the width are each symmetrical and at least two symmetrical undercuts on both sides are provided on both heads. The present invention relates to an architectural I-shaped support having flutes, the flutes being laterally restricted by longitudinal ribs and a method of using the same.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】建築用
のI字形支持体は例えばドイツ特許出願公開第DE−A
−19636802号から公知である。
2. Description of the Related Art I-shaped supports for buildings are known, for example, from DE-A-DE-A.
No. 19636802.

【0003】本発明の課題は、このI字形支持体を改良
して、複数のI字形支持体が、付加的な工具なしにかつ
また付加的な固定手段なしに、互いに結合可能であるよ
うにすることにある。またその構造が簡単であって、未
熟な作業者であっても短時間で建造物骨組み及び建造物
全体を構築することができるようにすることにある。
It is an object of the present invention to improve this I-shaped support so that a plurality of I-shaped supports can be connected to one another without additional tools and without additional fastening means. Is to do. Another object of the present invention is to make it possible to construct a building skeleton and a whole building in a short time even if the structure is simple and even an inexperienced worker.

【0004】[0004]

【課題を解決するための手段】この課題は、一番外側の
縦溝の幅の部分が縦溝の両サイドのアンダカット部の高
さの部分に嵌合しており、かつヘッドの、その外側の縦
リブに亘る高さが以下のような寸法に設計されており、
すなわち、一方のI字形支持体と同一に形成された他方
のI字形支持体の一方の側方ヘッド端部の外側の縦リブ
が各縦溝内へ横方向に挿入可能でありかつ縦溝のアンダ
カット部内へ両支持体が互いに直角になるように差込み
可能である寸法に、設計されており、この場合他方の支
持体の外側の縦リブの幅(B1)が一方の支持体のアン
ダカット部内において互いに固定し合う嵌合形状を形成
するすことによって解決される。
The object of the present invention is that the outermost vertical groove has a width corresponding to the height of the undercut portion on both sides of the vertical groove, and the head has a lower width. The height over the outer vertical ribs is designed with the following dimensions,
That is, a vertical rib outside one side head end of the other I-shaped support formed identically to the one I-shaped support can be inserted laterally into each vertical groove, and The support is designed to be dimensioned such that both supports can be inserted at right angles into the undercut, the width (B1) of the outer longitudinal rib of the other support being equal to the undercut of one support. The problem is solved by forming fitting shapes that are fixed to each other in the part.

【0005】I字形支持体の概念は、棒状型材であっ
て、特に金属、例えば鉄又は有利にはアルミニュウムか
ら成り、2つのヘッドと、該両ヘッドを互いに結合して
いる単数又は複数のウエブとを有し、この場合上記ヘッ
ドが、少なくとも1つのウエブから両サイドに対称に、
突出しているもの、と解される。このような棒状型材は
複合−T形−型材としても公知である。
The concept of an I-shaped support is a rod-shaped profile, in particular made of metal, for example iron or preferably aluminum, with two heads and one or more webs connecting the two heads together. Wherein the head is symmetrically on both sides from at least one web,
It is understood that it protrudes. Such rod-shaped members are also known as composite-T-shaped members.

【0006】本発明によれば、縦溝は以下のように形成
されている。すなわち、別の第2の同じ型材の一方の縦
リブが複合T字材の一方の縦溝内へ係合可能であり、か
つ該縦溝内において、両型材が建造物の1つの角隅部を
付加的な型材又はねじを必要とすることなく形成するよ
う、回動可能である。
According to the present invention, the vertical groove is formed as follows. That is, one longitudinal rib of another, second, same profile is engageable into one longitudinal groove of the composite T-piece, and within the longitudinal groove, both profiles are connected to one corner of the building. Can be pivoted to form without the need for additional profiles or screws.

【0007】建造物の角隅構造部は中空室を形成し、該
中空室内には諸設備若しくは雨水排水管を設置すること
ができる。フランジとも呼ばれるヘッドの高さは少なく
とも6mmである。ヘッド端部又はフランジ端部上へは
プレートを側方から又は縦方向で、それも、これらのプ
レートが端面側に溝を有しているか又はグリッパーを有
していてプレートと前記のような端面側の溝を形成する
ようにすることによって、差し込むことができる。これ
らのプレートはI形支持体に密に接触し、暴風時におい
ても水がI形支持体とプレートとの間から室内へ侵入す
ることはない。雨水及び壁面水滴は縦溝で排出すること
ができる。
The corner structure of the building forms a hollow chamber, in which various facilities or rainwater drainage pipes can be installed. The height of the head, also called the flange, is at least 6 mm. On the head end or the flange end, the plates are laterally or longitudinally, even if these plates have grooves on the end face or have grippers and the plate and the end face as described above. It can be inserted by forming a side groove. These plates are in intimate contact with the I-support and no water will enter the room from between the I-support and the plates even during storms. Rainwater and water droplets on the wall can be drained through the flute.

【0008】プレートは、有利には、2つの互いに反対
側の端面にそれぞれ1つの溝を有し、該溝によりプレー
トはI字形支持体のヘッド部分上へ差し込み可能であ
り、この場合一方の端面側に配置されている溝が他方の
端面側に配置されている溝よりも深く形成されており、
その結果、I字形支持体のヘッド部分上へ差し込まれた
プレートは、一方の支持体のヘッドに向かって該プレー
トを側方へ移動させることにより、他方の端面側で、他
方の支持体のヘッドとの係合を外され、外側へ旋回可能
になり、次いで、該プレートを今度は反対方向で側方に
移動させることにより、一方の支持体のヘッドとの係合
も外すことができる。
[0008] The plate preferably has a groove on each of two opposite end faces, by means of which the plate can be inserted on the head part of the I-shaped support, in which case one end face is provided. The groove arranged on the side is formed deeper than the groove arranged on the other end face side,
As a result, the plate inserted onto the head portion of the I-shaped support is moved laterally towards the head of one of the supports, so that the head of the other support at the other end face side Can be disengaged and pivoted outward, and then the plate can now be disengaged from the head of one of the supports by moving the plate laterally in the opposite direction.

【0009】標準型材としてはI形支持体が、その両ヘ
ッドの外側の面に亘って測って、100mmの高さを有
することを提案する。
As a standard profile, it is proposed that the I-shaped support has a height of 100 mm, measured over the outer surfaces of its two heads.

【0010】[0010]

【発明の実施の形態】本発明は以下に図面に関連して有
利な一実施形態につき説明される。図1に破断して示さ
れている、建造物構成用の、両方の複合−T字形若しく
はI字形支持体10は、高さ及び幅を対称に等しく形成
されており、かつ支持体の両フランジ又はヘッド12の
上側に2つの、対称に両サイドをアンダカットされた、
同じ縦溝14を有しており、該縦溝は同じ横断面形状及
び同じ横断面寸法を有している。縦溝14の両サイドの
アンダカット部16は角隅を丸く面取りされた方形横断
面を有している。縦溝14の一番狭くなっている部分
は、縦溝上面に互いに逆向きに延びている横リブ18に
よって、形成されており、該横リブ18は、縦溝14の
両サイドを制限している縦リブ20の端部区分である。
2つの隣合った縦溝14の間に配置されている縦リブ2
2は2つの互いに離反する方向に突出した同様な横リブ
18を有している。縦溝14はこれらの横リブ18の下
側で方形横断面を有している。溝底面24は平らであ
る。
BRIEF DESCRIPTION OF THE DRAWINGS The invention is explained below with reference to an advantageous embodiment with reference to the drawings, in which: FIG. The two composite-T or I-shaped supports 10 for building construction, shown broken away in FIG. 1, are symmetrically equal in height and width and have two flanges of the support. Or two on the upper side of the head 12, symmetrically undercut on both sides,
It has the same flutes 14, which have the same cross-sectional shape and the same cross-sectional dimensions. The undercut portions 16 on both sides of the vertical groove 14 have a rectangular cross section with rounded corners. The narrowest part of the vertical groove 14 is formed by horizontal ribs 18 extending in opposite directions on the upper surface of the vertical groove, and the horizontal rib 18 restricts both sides of the vertical groove 14. The end section of the vertical rib 20 is shown.
Longitudinal ribs 2 arranged between two adjacent longitudinal grooves 14
2 has two similar transverse ribs 18 projecting in the direction away from each other. The flutes 14 have a rectangular cross section below these transverse ribs 18. The groove bottom surface 24 is flat.

【0011】各支持体10の両ヘッド12はウエブ26
によって互いに接続されていて、このウエブ26から両
サイドへ対称に延びている。該ウエブ26及びこれに所
属する両方のヘッド12は単一の材料、有利にはアルミ
ニュウム、から成っている。しかしまた別の、例えば鉄
又はプラスチックのような材料であってもよい。
Both heads 12 of each support 10 are provided with webs 26.
And extend symmetrically from the web 26 to both sides. The web 26 and both associated heads 12 are made of a single material, preferably aluminum. However, it can also be another material, for example iron or plastic.

【0012】外側の縦リブ20の、それらの横リブ18
に亘って測った幅B1は、両サイドのアンダカット部の
高さH1に等しく又はこれよりも僅かに小さく、またこ
れらのアンダカット部と同じ形を有している。ヘッド1
2の高さH2は、それらの外側の縦リブ20に亘って、
以下のような寸法に設計されている。すなわち、同一に
形成された別のI形支持体10の、一方の外側の縦リブ
20を有する一方の側方のヘッド端部が、縦溝の任意の
1つ内へ横方向で挿入可能であり、かつ該任意の縦溝1
4のアンダカット部16内へ、図1に示すように、差込
み可能であるように、設計されており、この場合外側の
縦リブ20の幅B1は当該アンダカット部16内におい
て、互いに固定し合う嵌合−形状を形成する。ウエブ2
6は両縦溝14中心に対称に配置されている。
The outer longitudinal ribs 20 and their transverse ribs 18
Is equal to or slightly less than the height H1 of the undercuts on both sides, and has the same shape as these undercuts. Head 1
2, over their outer longitudinal ribs 20,
It is designed with the following dimensions. That is, one side head end having one outer longitudinal rib 20 of another identically formed I-shaped support 10 can be inserted laterally into any one of the longitudinal grooves. And the optional flute 1
4 is designed to be insertable into the undercut portion 16 as shown in FIG. 1. In this case, the width B1 of the outer vertical ribs 20 is fixed to each other in the undercut portion 16. Form a mating fit-shape. Web 2
6 are arranged symmetrically about the center of both vertical grooves 14.

【0013】嵌合形状又は嵌合サイズとは、互いに継ぎ
合わされた両方の部分が少なくとも2つの運動方向で互
いに固定し合う、互いに継ぎ合わせ可能な形状又は寸法
を意味する。嵌合の概念は例えばDIN 7154,7
155及び7157並びに「建築用デュベルポケットブ
ック(Dubbel Taschenbuch fue
r den Maschinenbau)第15版、第
339〜340頁に記載されている。
By fitting shape or fitting size is meant a shape or dimension that can be spliced together, in which both parts spliced together are fixed to each other in at least two directions of movement. The concept of fitting is, for example, DIN 7154,7
155 and 7157 and "Dubbel Taschenbuch fue"
r den Maschinenbau), 15th edition, pp. 339-340.

【0014】本発明の有利な一実施形態によれば、ヘッ
ド12の、その外側の縦リブ20に亘って測った高さH
2は、最も狭くなっている箇所での溝幅B2よりも大き
い。これにより、アンダカット部16内へ懸架された外
側の縦リブ20が横方向に滑った場合には縦溝14から
外へ出ることができず若しくは抜け落ちることがなく、
2つの支持体10を分離及び継ぎ合わせるには、これら
を、図1に示すように、傾けなければならない。
According to an advantageous embodiment of the invention, the height H of the head 12 measured over the longitudinal ribs 20 outside it.
2 is larger than the groove width B2 at the narrowest point. Thereby, when the outer vertical rib 20 suspended in the undercut portion 16 slides in the horizontal direction, it cannot go out of the vertical groove 14 or fall off,
To separate and splice the two supports 10, they must be tilted, as shown in FIG.

【0015】ヘッド12の両サイドの外側エッジ30
は、有利には引っ込んでいてテーパになっており、例え
ば平らに又は丸く形成されており、これにより、支持体
10のヘッド12は、図1から判るように、別の支持体
10の縦溝14及びそのアンダカット部16内へ容易に
挿入することができる。
The outer edges 30 on both sides of the head 12
Is advantageously recessed and tapered, for example formed flat or round, so that the head 12 of the support 10 can, as can be seen from FIG. 14 and its undercut portion 16 can be easily inserted.

【0016】図1には寸法がミリメートルで示されてい
る。これらの寸法は単に一実施形態についての例であ
る。本発明はこれらの寸法に制限されるものではない。
図2は複数の支持体100を有する建造物構造を破断し
て示しており、支持体100は、両方の外側の縦溝14
の間に1つの中間縦溝32が付加的に形成されているこ
とを除けば、図1の両支持体10と同一に形成されてい
る。この中間縦溝32はウエブ26上に対称に位置して
おり、かつ両サイドの縦溝14と同一に又は異なるよう
に形成することができる。このような理由から図2で
は、図1の部分に相応する部分には同じ数字符号が付さ
れている。
FIG. 1 shows the dimensions in millimeters. These dimensions are merely examples for one embodiment. The invention is not limited to these dimensions.
FIG. 2 shows a building structure having a plurality of supports 100 in a cut-away manner, the supports 100 comprising both outer flutes 14.
It is identical to both supports 10 of FIG. 1 except that one intermediate longitudinal groove 32 is additionally formed between them. The intermediate flutes 32 are located symmetrically on the web 26 and can be formed identically or differently from the flutes 14 on both sides. For this reason, in FIG. 2, parts corresponding to those in FIG. 1 are given the same reference numerals.

【0017】中間縦溝32を制限している両方の中間縦
リブ22は、建造物プレート(壁板、天井板又は屋根
板)の突き合わせ箇所34への暴風雨の侵入に対する付
加的な防護体を形成する。建造物プレート36はそれら
の互いに反対側の端面に嵌合溝38及び40を有し、該
嵌合溝で建造物プレート36は図2の支持体100(又
は図1の支持体10)のヘッド12上に差し込み可能で
ある。建造物プレート36をヘッド12上に差し込むさ
いに支持体100を縦方向で差し込む必要がなく、側方
から差し込むことができるようにし、しかも、それにも
かかわらず、組み立てられた状態では建造物プレート3
6が支持体100から外れないようにするためには、単
に一方のプレート端部にある嵌合溝38を、他方のプレ
ート端部にある嵌合溝40よりも、以下のように、深く
するだけでよい。すなわち、建造物プレート36を上記
の一方のプレート端部にある支持体ヘッド12に向かっ
て(他方のプレート端部へ向かう方向でなく)、上記の
他方のプレート端部の支持体ヘッド12のところにある
嵌合溝40の嵌合リブ42が横方向で外側へ出ることが
できるところまで、側方へ押し動かすことができ、その
結果上記の他方のプレート端部の支持体ヘッド12のと
ころにある嵌合溝40がこのヘッドから外され、その後
に、一方の嵌合溝38も一方のプレート端部にある支持
体ヘッド12から引き外すことができるように、深くす
るだけでよい。
The two intermediate longitudinal ribs 22 which limit the intermediate longitudinal groove 32 form an additional guard against storm penetration at the abutment 34 of the building plate (wallboard, ceiling panel or roofboard). I do. The building plates 36 have mating grooves 38 and 40 on their opposite end faces, in which the building plate 36 is mounted on the head of the support 100 of FIG. 2 (or the support 10 of FIG. 1). 12 can be plugged in. When the building plate 36 is inserted on the head 12, the support 100 does not need to be inserted vertically, so that it can be inserted from the side, and nevertheless, in the assembled state, the building plate 3 can be inserted.
To prevent 6 from coming off the support 100, the fitting groove 38 at one plate end is simply made deeper than the fitting groove 40 at the other plate end as follows. Just need. That is, the building plate 36 is moved toward the support head 12 at the one plate end (not in the direction toward the other plate end) and at the support head 12 at the other plate end. Can be pushed to the side where the mating ribs 42 of the mating grooves 40 at the side can protrude laterally outward, so that the support head 12 at the other plate end is located One mating groove 40 is disengaged from the head, after which one mating groove 38 need only be deepened so that it can be disengaged from the support head 12 at one plate end.

【0018】建造物プレート36は長方形又はボードと
も呼ぶことができるような狭幅であることができる。支
持体10及び100の全ての縦溝14は雨水及び壁面に
生じた水滴を捕らえかつ排出することを可能にする。支
持体10及び100で図2に相応して建造物角隅部44
を形成することができ、該角隅部内には中空室46があ
り、雨水排出管、屋内水導管、電気導線、換気用導管等
を設置するために使用することができる。
The building plate 36 can be narrow, such as a rectangle or board. All flutes 14 of supports 10 and 100 make it possible to catch and drain rainwater and water droplets formed on the walls. The supports 10 and 100 correspond to FIG.
Inside the corner there is a hollow chamber 46 which can be used to install rainwater drains, indoor water conduits, electrical conductors, ventilation conduits and the like.

【0019】[0019]

【発明の効果】以上詳述したように、この発明によれ
ば、複数のI字形支持体が、付加的な工具なしにかつま
た付加的な固定手段なしに、互いに結合可能になるとい
う優れた効果を発揮する。
As has been described in detail above, according to the present invention, an excellent I-shaped support can be connected to each other without additional tools and without additional fixing means. It is effective.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 2つの破断して示された本発明のI字形支持
体の2つのヘッドを、一方のI字形支持体の一方の側方
ヘッド部分を他方のI字形支持体のヘッドの外側の一方
の縦溝内のアンダカット部内へ挿入しているときの、互
いに相対的に傾斜した位置で示した説明図。
FIG. 1 shows two heads of an I-shaped support of the invention, shown in two cutaways, with one lateral head part of one I-shaped support being outside the head of the other I-shaped support. Explanatory drawing shown in the position which mutually inclined when inserting in the undercut part in one vertical groove.

【図2】 I字形支持体及びこれに差し込んで結合され
たプレートで形成されてい建造物部分を示す説明図。
FIG. 2 is an illustration showing a building part formed by an I-shaped support and a plate inserted and connected thereto.

【符号の説明】[Explanation of symbols]

10…I字形支持体、12…ヘッド、14…縦溝、16
…アンダカット部、20…縦リブ、22…縦リブ、10
0…I形支持体、B1…幅、H1…高さ、H2…高さ。
10 ... I-shaped support, 12 ... Head, 14 ... Vertical groove, 16
... undercut part, 20 ... vertical rib, 22 ... vertical rib, 10
0: I-shaped support, B1: width, H1: height, H2: height.

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 高さ及び幅がそれぞれ対称になるように
形成されていて、かつ両方のヘッド上側に、それぞれ少
なくとも2つの、両サイドに対称にアンダカットされ
た、同じ縦溝(14)を有しており、該縦溝が縦リブ
(20,22)により側方から制限されている建築用I
字形支持体において、一番外側の縦溝(20)の幅(B
1)の部分が縦溝(14)の両サイドのアンダカット部
(16)の高さ(H1)の部分に嵌合しており、かつヘ
ッド(12)の、その外側の縦リブ(20)に亘る高さ
(H2)が以下のような寸法に設計されており、すなわ
ち、一方のI字形支持体と同一に形成された他方のI字
形支持体の一方の側方ヘッド端部の外側の縦リブ(2
0)が各縦溝(14)内へ横方向に挿入可能でありかつ
縦溝(14)のアンダカット部(16)内へ両支持体
(10;100)が互いに直角になるように差込み可能
である寸法に、設計されており、この場合他方の支持体
(10;100)の外側の縦リブ(20)の幅(B1)
が一方の支持体(10;100)のアンダカット部(1
6)内において互いに固定し合う嵌合形状を形成するこ
とを特徴とする建造物構成用のI字形支持体。
1. The same longitudinal groove (14), which is formed symmetrically in height and width, respectively, and has at least two symmetrical undercuts on both sides, respectively, on the upper side of both heads. Building I, the flute of which is restricted from the side by longitudinal ribs (20, 22).
The width of the outermost vertical groove (20) (B
The portion (1) is fitted to the portion (H1) of the undercut portion (16) on both sides of the vertical groove (14), and the vertical rib (20) on the outside of the head (12). Is designed to have the following dimensions: the outside of one lateral head end of one I-shaped support formed identically to the other I-shaped support. Vertical ribs (2
0) can be inserted laterally into each flute (14) and can be inserted into the undercut (16) of the flute (14) so that both supports (10; 100) are at right angles to each other. Where the width (B1) of the longitudinal rib (20) outside the other support (10; 100) is
Is the undercut portion (1) of one support (10; 100).
(6) An I-shaped support for building construction, wherein the I-shaped support is fixed to each other in the fitting shape.
【請求項2】 ヘッド(12)の、その外側の縦リブ
(20)に亘って測った高さ(H2)が、縦溝(14)
の、最も狭くなっている箇所における幅(B2)よりも
大きいことを特徴とする請求項1記載のI字形支持体。
2. A height (H2) of the head (12) measured over a vertical rib (20) outside the head (12) is determined by a vertical groove (14).
The I-shaped support according to claim 1, wherein the width is larger than the width (B2) at the narrowest part.
【請求項3】 ヘッド(12)の両サイドの外側エッジ
(30)が引っ込んでいることを特徴とする請求項2記
載のI字形支持体。
3. I-shaped support according to claim 2, wherein the outer edges (30) on both sides of the head (12) are recessed.
【請求項4】 少なくとも2つの同じ縦溝(14)の間
に少なくとも1つの付加的な中間縦溝(32)が形成さ
れていることを特徴とする、請求項1乃至3のいずれか
1項記載のI字形支持体。
4. The method as claimed in claim 1, wherein at least one additional intermediate flute is formed between at least two identical flutes. An I-shaped support as described.
【請求項5】 少なくとも1つの中間縦溝(32)が他
の縦溝(14)と同じ横断面形状を有していることを特
徴とする請求項4記載のI字形支持体。
5. I-shaped support according to claim 4, wherein at least one intermediate flute has the same cross-sectional shape as the other flutes.
【請求項6】 縦溝(14,32)がそれらのアンダカ
ット部(16)の範囲で方形横断面を有していることを
特徴とする請求項1乃至5のいずれか1項記載のI字形
支持体。
6. I according to claim 1, wherein the flutes (14, 32) have a rectangular cross section in the region of their undercuts (16). Shaped support.
【請求項7】 請求項1乃至6のいずれか1項記載のI
字形支持体を建造物構成のために使用するI字形支持体
の使用方法。
7. I according to claim 1, wherein
Use of an I-shaped support, wherein the I-shaped support is used for building construction.
【請求項8】 建造物プレート(36)、それも2つの
互いに反対側の端面に、支持体(10;100)のヘッ
ド(12)のウエブ(26)から側方へ突出している部
分上へ差込み可能な、それぞれ1つの嵌合溝を有し、こ
の場合一方の嵌合溝(38)が他方の嵌合溝(40)よ
りも深くされていて、この深い方の嵌合溝(38)に向
かう方向での側方への建造物プレート(36)の移動に
よって、浅い方の嵌合溝(40)が該嵌合溝に所属する
支持体(10;100)のヘッド(12)との係合を外
される建造物プレート(36)、と組み合わせて請求項
7記載のI字形支持体を使用するI形支持体の使用方
法。
8. A building plate (36), also on two opposite end faces, on a portion of the support (10; 100) projecting laterally from the web (26) of the head (12). It has a mating groove, each of which is insertable, wherein one mating groove (38) is made deeper than the other mating groove (40), this deeper mating groove (38). The lateral movement of the building plate (36) in the direction towards, causes the shallower fitting groove (40) to be in contact with the head (12) of the support (10; 100) belonging to said fitting groove. The use of an I-shaped support using the I-shaped support of claim 7 in combination with a disengaged building plate (36).
JP11453299A 1998-05-29 1999-04-22 I-shape supporter for building Pending JPH11351496A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19824063A DE19824063A1 (en) 1998-05-29 1998-05-29 I-shaped beam for building constructions
DE19824063-5 1998-05-29

Publications (1)

Publication Number Publication Date
JPH11351496A true JPH11351496A (en) 1999-12-24

Family

ID=7869304

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11453299A Pending JPH11351496A (en) 1998-05-29 1999-04-22 I-shape supporter for building

Country Status (4)

Country Link
EP (1) EP0960985A3 (en)
JP (1) JPH11351496A (en)
CA (1) CA2273139A1 (en)
DE (1) DE19824063A1 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1127994A1 (en) 2000-02-23 2001-08-29 Ernst Koller Double flange profile section for building constructions
EP1164229A1 (en) 2000-06-16 2001-12-19 Ernst Koller Profiled bar for building construction
DE10055400A1 (en) * 2000-11-09 2002-05-29 Ernst Koller Skeleton-profiled rail has outside profiled height of 120mm, outside flange width of 44mm, flange thickness of 6mm, and web thickness of 4mm, with all eight outer edges of flanges rounded with 2mm radius
AT508175B1 (en) * 2009-05-06 2012-09-15 Baumann Holding 1886 Gmbh CONNECTION AND STANDS
CN104565791B (en) * 2014-12-04 2017-05-31 佛山市三水和美斯金铝业有限公司 A kind of firm sectional material connection structure
US10526786B2 (en) * 2017-03-23 2020-01-07 Harsoyo Lukito Cross-strut
CN113375037A (en) * 2020-03-09 2021-09-10 江苏克诺斯精密材料有限公司 Plastic heat insulation extruded section bar with enhanced bearing capacity

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3197934A (en) * 1962-04-10 1965-08-03 Clark Equipment Co Joint for metal floor sections and the like
US3977149A (en) * 1975-03-28 1976-08-31 The United States Of America As Represented By The Secretary Of The Navy Multipurpose construction panel
US4192119A (en) * 1978-10-02 1980-03-11 E.T.I. Corporation Structural member
NO165605C (en) * 1988-08-15 1991-03-06 Nils Nessa COMPOSIBLE FORMING ELEMENTS FOR CASTING SPECIAL WALL OR OTHER CONSTRUCTIONS AND PROCEDURE FOR CASTING ITSELF.
JPH02144438A (en) * 1988-11-25 1990-06-04 Nagawa:Kk Prefabricated building
DE4447208C2 (en) * 1994-12-30 1998-07-16 Alfer Aluminium Gmbh Hook carrier system
DE19601065A1 (en) * 1996-01-13 1997-07-17 Ernst Koller Skeleton building made of profile bars
DE19636802A1 (en) * 1996-09-11 1998-03-12 Ernst Koller Metal building skeleton

Also Published As

Publication number Publication date
DE19824063A1 (en) 1999-12-02
CA2273139A1 (en) 1999-11-29
EP0960985A3 (en) 2000-11-15
EP0960985A2 (en) 1999-12-01

Similar Documents

Publication Publication Date Title
AU2002328693B2 (en) Hollow interconnecting panels as lost formwork
KR101588342B1 (en) Modular panel units for constructional purposes
AU2002328693A1 (en) Hollow interconnecting panels as lost formwork
US10683665B2 (en) Metal framing components for wall panels
US3818656A (en) Construction brick
JPH0515857B2 (en)
JP2001512198A5 (en)
CA2954845C (en) Wall panel connecting system for modular building units
JPH11351496A (en) I-shape supporter for building
CN220414588U (en) Prefabricated plate and house
JP7475629B2 (en) Connecting fittings and ceiling underlayment
KR102344554B1 (en) Frame assembly structure
KR20140104776A (en) Prefabricating wall shaped mold unit using horizontal adjustable underpinning and constructing method thereof
KR200302419Y1 (en) Panel assembly for construction
KR101990911B1 (en) Joining structure of finishing panels for building structures
JP5616158B2 (en) Baseboard and baseboard construction method
KR200437154Y1 (en) A concrete mold
KR200278531Y1 (en) A Connecting Structure of the Framework for Supporting Finished Board in Building
JP2793498B2 (en) Wall structure
CN218028333U (en) Simple to operate's partition plate
WO2011041824A1 (en) Building frame assembly
JPS6023372Y2 (en) architectural wallboard
KR19980019207U (en) Interior Finishing Panel Mounting Joints
JP7074534B2 (en) Wall structure of temporary building and its construction method
BG64683B1 (en) U-shaped profile