JPH05507133A - structural beam - Google Patents
structural beamInfo
- Publication number
- JPH05507133A JPH05507133A JP91510149A JP51014991A JPH05507133A JP H05507133 A JPH05507133 A JP H05507133A JP 91510149 A JP91510149 A JP 91510149A JP 51014991 A JP51014991 A JP 51014991A JP H05507133 A JPH05507133 A JP H05507133A
- Authority
- JP
- Japan
- Prior art keywords
- head
- folded
- assembled beam
- assembled
- abdominal
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; 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
- E04C2003/0413—Joists; 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 being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; 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
- E04C2003/0421—Joists; 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; 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
- E04C2003/043—Joists; 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 hollow cross-section comprising at least one enclosed cavity
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; 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
- E04C2003/0439—Joists; 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 cross-section comprising open parts and hollow parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; 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
- E04C2003/0452—H- or I-shaped
- E04C2003/0456—H- or I-shaped hollow flanged, i.e. "dogbone" metal beams
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; 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
- E04C2003/046—L- or T-shaped
Abstract
Description
【発明の詳細な説明】 構造梁 発明の分野 この発明は、建築に用いられる構造材料、特に、組立方式の構造梁に係る。[Detailed description of the invention] structural beam field of invention The present invention relates to structural materials used in construction, particularly to prefabricated structural beams.
発明の背景 様々な構造梁が非居住建築には使われている。例を挙げると、組立方式の木製梁 や、層状に集成された木製梁、或いは、補強されたコンクリート梁などである。Background of the invention A variety of structural beams are used in non-residential construction. For example, prefabricated wooden beams , wooden beams laminated in layers, or reinforced concrete beams.
現在では、“I”型、°H”型、“C″型、“Z″型、溝型などの断面をもつ梁 が最も一般的である。これらの断面をもつ梁は、一般的には熱間或いは冷間圧延 によって製造され、必要とされる積載量を支えることができる梁として、それ自 身は比較的重いものの、広く用いられている。Currently, beams with cross sections such as “I” type, °H” type, “C” type, “Z” type, groove type, etc. is the most common. Beams with these cross sections are generally hot or cold rolled. as a beam capable of supporting the required load. Although it is relatively heavy, it is widely used.
一方、鋼板から組み立てられた建材が、しばしば建築に用いられる。例えば、組 立式の鋼製間柱は、特に非居住建築に於いて今では常識的に使われている。一般 的に、この種の建材は、めっき加工した鋼板を冷間で圧延して、“C″型や溝型 の断面に加工して作られる。更に、波型や縦溝を施した鋼板も、床や屋根の材料 として広く用いられている。On the other hand, building materials assembled from steel plates are often used in construction. For example, group Vertical steel studs are now commonly used, especially in non-residential construction. General Typically, this type of building material is made by cold rolling galvanized steel sheets into a "C" shape or groove shape. It is made by processing the cross section of. Furthermore, corrugated or vertically grooved steel plates can also be used as floor and roof materials. It is widely used as
既に知られている組立式の建材の中には、次のようなものがある。図1に、鋼板 から組み立てた建材の型を図示した。梁1は、腹部2と、その両端に対置する頭 部3.4より構成される。図から明らかなように、梁1は一枚の鋼板を圧延する か、或いは縦方向に折り曲げることにより容易に作ることができる。ここで特筆 すべき点は、鋼板の先端部5.6は腹部2に向かって折り戻されているが、腹部 に固定されてはいないということである。粱1のような梁は、ごく限定された積 載能力しか持たない。Some of the already known prefabricated building materials include: Figure 1 shows a steel plate The model of the building material assembled from the above is illustrated. Beam 1 has an abdomen 2 and a head opposite to each other at both ends. Consisting of Section 3.4. As is clear from the figure, beam 1 is rolled from a single steel plate. Alternatively, it can be easily made by bending it in the vertical direction. Special mention here What should be noted is that the tip 5.6 of the steel plate is folded back toward the abdomen 2, but This means that it is not fixed. A beam like 粱1 has a very limited volume. It only has loading capacity.
本発明の目的の一つは、従来の熱間或いは冷間圧延で作られると梁と同程度の積 載能力を持ちながら、比較的軽量である組立式の梁を提供することである。One of the objects of the present invention is that when made by conventional hot or cold rolling, it has the same volume as a beam. To provide a prefabricated beam that is relatively lightweight while having a loading capacity.
発明の概要 この本発明による組立式の梁は、少なくとも、一つの腹部と一つの頭部からなる 、一つの縦方向に折られた部材を有する。種々の実施例に於て、複数の縦折り構 造を交互に重ねて積載能力を調整することができる。全ての場合に於て、折り込 まれた頭部は側面開口部を持たない管状とされることによりその強度を高めてい る。これは、折られた材料をその腹部に固定することにより実現される。更に、 本発明は、梁の頭部を数種の縦方向の部材より構成するような実施例も含んでい る。Summary of the invention This prefabricated beam according to the present invention consists of at least one abdomen and one head. , has one longitudinally folded member. In various embodiments, multiple vertical fold structures may be used. The loading capacity can be adjusted by stacking the structures alternately. In all cases, insert The head is shaped like a tube with no side openings, increasing its strength. Ru. This is achieved by fixing the folded material to its abdomen. Furthermore, The invention also includes embodiments in which the head of the beam is composed of several longitudinal members. Ru.
図面の簡単な説明 図1は既知のものである、組立式の梁の断面図。Brief description of the drawing FIG. 1 is a sectional view of a known prefabricated beam.
図2は本発明の組立式粱の、望ましい構造の全体図。FIG. 2 is an overall view of a desirable structure of the assembly type rice bowl of the present invention.
図3は図2の梁の断面図。FIG. 3 is a cross-sectional view of the beam in FIG. 2.
図4a1bは図2.3の梁を構成するのに用いる部材の図。Figure 4a1b is a diagram of the members used to construct the beam of Figure 2.3.
図5は本発明の、他の一つの実施例。FIG. 5 shows another embodiment of the present invention.
図6は図5に示した実施例の修正例。FIG. 6 shows a modification of the embodiment shown in FIG.
図7は本発明の、更に他の一つの実施例。FIG. 7 shows yet another embodiment of the present invention.
図8は図7に示した実施例の修正例。FIG. 8 shows a modified example of the embodiment shown in FIG.
図9は本発明の、更に他の一つの実施例。FIG. 9 shows yet another embodiment of the present invention.
図10は本発明の、更に他の一つの実施例。FIG. 10 shows yet another embodiment of the present invention.
図11は本発明の、更に他の一つの実施例。FIG. 11 shows yet another embodiment of the present invention.
図12 a −1,2eは本発明の、組立式の頭部をもつ構造の修正例。Figures 12a-1 and 2e are modified examples of the structure having a prefabricated head according to the present invention.
発明の詳細な説明 以下の記述では、本発明の適用範囲を限定するものではなく、あくまで読者の徹 底的な理解を助けることを目的として、特定の数、寸法、材料が示されている。Detailed description of the invention The following description is not intended to limit the scope of application of the present invention, but is intended solely for the reader's understanding. Specific numbers, dimensions, and materials are shown to aid in understanding.
しかしながら、この分野の経験の豊かな者にとっては、本発明を、以下に示す限 定された細部構造の範囲を越えて具現することができるのは明白である。However, for those experienced in this field, the present invention is limited to the following: It is clear that implementations can be made beyond the detailed structure specified.
初めに、本発明の望ましい実施例を図2、図3に示す。First, preferred embodiments of the present invention are shown in FIGS. 2 and 3.
梁10は、三角形の一組の頭部12.14を腹部16に結合したものから構成さ れる。このため全体の構造としては、粱10は従来の“l゛型の梁に似ている。The beam 10 consists of a pair of triangular heads 12, 14 joined to a belly 16. It will be done. Therefore, in terms of the overall structure, the cage 10 resembles a conventional "l"-shaped beam.
しかしながら、梁10は従来の梁とは異なり、比較的薄い板材から組み立てられ ている。殆どの応用例で、梁10は冷間圧延した鋼板から製造される。ここで注 意していただきたいことは、本発明はこのような特定の材料の選択に限定される ものではないということである。例えば、成る種の応用例では、アルミニウムや 、プラスティックの利用が望ましいであろう。However, unlike conventional beams, the beam 10 is assembled from relatively thin plates. ing. In most applications, beam 10 is manufactured from cold rolled sheet steel. Note here Please note that this invention is limited to this specific selection of materials. It is not a thing. For example, in some applications, aluminum and , it would be desirable to use plastic.
梁10の構造は、図48と4bを参照することで最もよく理解できる。図4aと 4bは組合せられて梁10を構成する部材20.30を図示したものである。部 材20は縦方向に折られて腹部22と三角形の頭部14、腹部フランジ24と尾 部フランジ26を構成する。ここで図示した実施例では、部材30と部材20と は同一のものである。しかし、必ずしも部材30と部材20とが同一のものであ る必要はない。部材20と部材30とは、部材20の腹部22が部材30の腹部 32と腹部フランジ34の間に接するように組合される。同様にして、部材30 の腹部32は、部材20の腹部22と腹部フランジ24の間に接する。部材20 の尾部フランジ26は、三角形の頭部12中の内壁13に接する。同様にして、 部材30の尾部フランジ36は、三角形の頭部14中の内壁15に接する。The structure of beam 10 is best understood with reference to Figures 48 and 4b. Figure 4a and 4b illustrates members 20 and 30 that are combined to constitute the beam 10. Department The material 20 is folded lengthwise to form an abdomen 22, a triangular head 14, an abdominal flange 24, and a tail. flange 26. In the embodiment illustrated here, member 30 and member 20 are are the same. However, member 30 and member 20 are not necessarily the same. There is no need to The member 20 and the member 30 are such that the abdomen 22 of the member 20 is the abdomen of the member 30. 32 and the abdominal flange 34. Similarly, member 30 The abdomen 32 of the member 20 abuts between the abdomen 22 and the abdominal flange 24 . Member 20 The tail flange 26 of contacts the inner wall 13 in the triangular head 12 . Similarly, The tail flange 36 of the member 30 abuts the inner wall 15 in the triangular head 14.
頭部12.4の断面は、実質上は二等辺三角形であることが望ましい。しかしな がら、本発明は、この点に於て限定されるものではない。The cross section of the head 12.4 is preferably substantially isosceles triangular. However However, the present invention is not limited in this respect.
部材20.30は、接合手段18によって互いに接合される。接合手段18は、 従来の機械的な接合手段、例えばリベットやねじによるものでよい。また、従来 の他の接合手段、例えばスポット溶接や、接着剤を用いてもよい。ここでは、望 ましい実施例としてPressotechic。The parts 20.30 are joined together by means of joining means 18. The joining means 18 is Conventional mechanical joining means may be used, such as rivets or screws. Also, conventional Other joining means such as spot welding or adhesives may also be used. Here, the desired A preferred example is Pressotechic.
GMBHとのその認可団体が販売するTOX (登録商標)と呼ばれる接合手段 を用いる。この方法では、押し型とダイス型を用いて、2枚以上の材料を冷開成 型プロセスで接合する。TOXプロセスは、時間がかからず、接合部品を消費す ることがなく、腐食防止用のコーティングを破壊しないという点で、本発明の実 用には特に有効である。A joining method called TOX (registered trademark) sold by GMBH and its accredited organization Use. In this method, two or more sheets of material are cold-opened using a press die and a die die. Join by mold process. The TOX process is less time consuming and consumes less bonded parts. The practice of the present invention is advantageous in that it does not damage the anti-corrosion coating and does not destroy the anti-corrosion coating. It is particularly effective for
梁10の腹部16は、2枚の材料からなる。より厚い腹部を必要とするような応 用例では腹部フランジ24か34のどちらか或いは両方を延ばして、腹部16が 3枚、或いは4枚の材料からなるようにしてもよい。The belly 16 of the beam 10 is made of two sheets of material. Responses that require a thicker abdomen In this example, either or both of the abdominal flanges 24 and 34 are extended, so that the abdomen 16 is It may be made of three or four sheets of material.
本発明による、梁10のような梁は、連続的プロセスにより便利よく生産するこ とができる。この連続的プロセスでは、コイル状に巻かれた鋼板が、適当に配置 されたローラを通じて導入され、適当に縦方向に折られ、それと同時に、部材ど うし組合される。次に、組合された梁は、押し型とダイス型の組合せを通過して 、適当な区間ごとに接合される。この方法によれば、完成品の梁の長さは、原理 的には限定されることがなく、実用上どのような長さの梁も容易に生産すること が可能である。更に、梁の横方向の寸法を変えるためにローラの配置を調整する ことは、比較的容易である。この生産プロセスは、各生産ロフトごとに積載荷重 の異なるような梁を生産するために、厚みの異なる鋼板を受け入れられるように することができる。比較的大きな建設プロジェクトに於ては、適当な機械を現場 に配置し、あたかも住居建設の際に排水溝を現場生産するように梁を生産するこ とができる。Beams such as beam 10 according to the invention can be conveniently produced by a continuous process. I can do it. In this continuous process, coiled steel plates are placed in The material is introduced through the rollers that are folded in the Cows are combined. Next, the combined beam passes through a combination of press and die molds. , are joined at appropriate intervals. According to this method, the length of the finished beam is determined by Beams of any length can be easily produced in practice. is possible. Additionally, adjust the roller placement to change the lateral dimensions of the beam. This is relatively easy. This production process requires a live load for each production loft. To be able to accept steel plates of different thicknesses to produce beams of different types. can do. In relatively large construction projects, appropriate machinery is on-site. It is possible to produce beams in the same way as drainage ditches are produced on-site when constructing a house. I can do it.
図5を1照しながら、この発明の別の実施例を説明する。Another embodiment of the present invention will be described with reference to FIG.
こでは、梁40は部材42と44より構成される。これらの部材は図5に示した 地点45.46.47で互いに接合される。ここで、図6に示したように、第三 の部材50を、部材32と44の間に挿入することが望ましい。部材50には尾 部フランジ52と54が付属し、これらは部材42.44の三角形の頭部の各々 に接する。部材42.44.50は先に述べた接合手段18で接合される。これ によってできる粱40の構造は、腹部に3枚の材料を含むことのほかは、図3に 示した粱10の構造とよく似ている。この実施例の特に有利な点は、部材50を 部材42.44より厚くすることにより、梁40の頭部の板厚をより厚くする必 要なしに梁の強度を高めることができるという点である。Here, the beam 40 is composed of members 42 and 44. These parts are shown in Figure 5. They are joined together at points 45, 46, and 47. Here, as shown in Figure 6, the third Preferably, a member 50 is inserted between members 32 and 44. The member 50 has a tail. Attached are section flanges 52 and 54, which are attached to each of the triangular heads of members 42,44. be in contact with The parts 42, 44, 50 are joined by the joining means 18 previously described. this The structure of the rice cake 40 made by this process is shown in Fig. 3, except that the abdomen contains three pieces of material. It is very similar to the structure of 粱10 shown. A particular advantage of this embodiment is that the member 50 By making the members 42 and 44 thicker, it is necessary to make the plate thickness of the head of the beam 40 thicker. The advantage is that the strength of the beam can be increased without any additional effort.
ここで特筆すべきことは、部材50は従来型の“I°型断面の梁や、その他の実 質的に補強となるような従来型の部品でもよいということである。また、部材5 0は、粱40の全長に亙って挿入される必要はなく、特に補強を必要とする縦の 部分のみに挿入してもよい。It should be noted here that the member 50 may be a conventional "I°" cross-section beam or other material. This means that conventional parts that provide qualitative reinforcement may also be used. Also, member 5 0 does not need to be inserted over the entire length of the wire 40, especially in the vertical direction that requires reinforcement. It may be inserted only in that part.
本発明のまた別の実施例を図7に示す。梁60は互いに平行な腹部62と64、 頭部60対置する尾部フランジ68.70などの縦折りされた部材群より構成さ れる。この実施例では、図7に示したように腹部62.64を地点72.74で 固定する。ここで、図8に示したように、第二の縦方向の部材76を付加えるこ とが望ましい。部材76には、尾部フランジ78が付属し、尾部フランジ78は 頭部66に接する。今迄に述べた実施例と同様、腹部62.64と部材76は接 合手段18で接合される。図6に示した実施例と同様、部材76は梁の他の部分 と同じ厚みの板でも、或いはより厚い板でもよい。Another embodiment of the invention is shown in FIG. The beam 60 has abdomens 62 and 64 parallel to each other, It is composed of a group of vertically folded members such as the tail flange 68 and 70 that are opposed to the head 60. It will be done. In this example, the abdomen 62.64 is located at point 72.74 as shown in FIG. Fix it. Now, as shown in FIG. 8, a second vertical member 76 can be added. is desirable. Member 76 has a tail flange 78 attached thereto; In contact with the head 66. As in the embodiments described so far, the abdomen 62, 64 and the member 76 are in contact. They are joined by joining means 18. Similar to the embodiment shown in FIG. 6, the member 76 is It may be a plate of the same thickness as or a thicker plate.
図9では、図2.3での実施例の修正例を示した。この実施例では、部材20′ 、30′は波型のうね80.82があることを除くと、本質的には部材20.3 0と同一のものである。これらの波型のうねは、粱10′の曲げに対する強度を 高める。FIG. 9 shows a modified example of the embodiment shown in FIG. 2.3. In this embodiment, member 20' , 30' is essentially member 20.3 except that it has corrugated ridges 80.82. It is the same as 0. These wavy ridges increase the bending strength of the katana 10'. enhance
これと似た方法による図2.3の実施例のさらなる変形を図10に示す。梁10 ′は、頭部12’、14’の側壁に、肋材或いはうね模様86をエンボス加工し たものである。他のうね模様のパターンや、他の方法による補強もここでの実施 例に応用できるのは明らかある。A further modification of the embodiment of FIG. 2.3 in a similar manner is shown in FIG. Beam 10 ' is embossed with a rib or ridge pattern 86 on the side walls of the heads 12' and 14'. It is something that Other ridge patterns and other methods of reinforcement are also available here. There are obvious applications to the example.
図11には、本発明のまた別の実施例を示す。梁100は、先に述べた実施例と 基本的に同じ製法で製作される。FIG. 11 shows yet another embodiment of the invention. The beam 100 is similar to the embodiment described above. They are basically manufactured using the same manufacturing method.
しかしながら、このデザインには、以下に述べるような利点かある。However, this design has advantages as discussed below.
梁100は、両端に尾部フランジ104をもつ腹部102と一組の同一の頭部1 06とから構成される。二つの頭部106は、各々その側面107.108.1 09がほぼ二等辺三角形をなすように折込まれる。側面109は腹部フランジ1 10で末端をなし、側面107は腹部フランジ111で同様に末端をなす。腹部 102の両端のフランジ104は接合手段18により頭部106の側面108接 合される。また同様に、腹部102の尾部フランジ104は、接合手段18によ り頭部106の側面108に接合される。The beam 100 has a belly 102 with a tail flange 104 at each end and a pair of identical heads 1 06. The two heads 106 each have a side surface 107.108.1. 09 is folded to form a substantially isosceles triangle. Side face 109 is abdominal flange 1 10 and the side surface 107 likewise terminates in a ventral flange 111. abdomen The flanges 104 at both ends of the head 102 are connected to the side surfaces 108 of the head 106 by a connecting means 18. will be combined. Similarly, the caudal flange 104 of the abdomen 102 is connected by the joining means 18. is joined to the side surface 108 of the head 106.
先の実施例での議論と同じく、ここで接合手段18は、他の適当な接合手段でも よい。しかしながら、この実施例の場合TOXの接合手段ではダイス型を三角形 の頭部の内部に配置することが難しい。このこの実施例でのより適した接合手段 はリベットかスポット溶接である。As discussed in the previous embodiment, here the joining means 18 can also be any other suitable joining means. good. However, in this embodiment, the TOX joining means uses a triangular die shape. difficult to place inside the head. A more suitable joining means in this example are rivets or spot welds.
梁100では、剪断力と積載荷重は頭部106の側面107と109及び腹部1 02によって支えられる。腹部フランジ104を頭部の側面108に固定するこ とにより、先に述べた梁より大きい曲げ強度が得られる。更に、この実施例では 腹部102をもつことで頭部の座屈応力を高めている。腹部102の板材の厚ろ は、必要な強度に応じて変えることができる。ここで特筆すべきことは、この板 材の厚みは頭部106の板厚と異なっていてもよいということである。これによ り、梁100の応用の際、ケースバイケースで最適な特性をもつ梁を設計するこ とが可能となる。In the beam 100, shear forces and live loads are applied to the sides 107 and 109 of the head 106 and the belly 1 Supported by 02. Securing the ventral flange 104 to the sides 108 of the head. As a result, a bending strength greater than that of the previously mentioned beams can be obtained. Furthermore, in this example Having the abdomen 102 increases the buckling stress of the head. Thickness of the plate material of the abdomen 102 can be changed depending on the required strength. What is noteworthy here is that this board This means that the thickness of the material may be different from the thickness of the head 106. This is it Therefore, when applying the beam 100, it is possible to design a beam with optimal characteristics on a case-by-case basis. becomes possible.
図12a−12eには、この発明の更なる修正例を図示した。まず図12aに言 及するが、このデザインの基本的な特性は図1.2 b −12eに示す修正例 のデザインにも当てはまる。梁120は一対の同一の腹部122を含む。腹部1 22の各々は中央部分124と、外側に曲げられた中間部126及びフランジ部 128より構成される。腹部122は互いにそれぞれの中心点124で接合手段 18により接合される。A further modification of the invention is illustrated in Figures 12a-12e. First, in Figure 12a, However, the basic characteristics of this design are as shown in Figure 1.2b-12e. This also applies to the design of Beam 120 includes a pair of identical abdomens 122 . abdomen 1 22 each have a central portion 124, an outwardly bent intermediate portion 126 and a flange portion. Consists of 128. The abdomens 122 are joined to each other at respective center points 124. 18.
粱120には、頭部130も含まれる。この頭部130は、接合手段18により 腹部中の対応するフランジ部に固定される。粱120は、その三角形の頭部が1 枚の板からでなく、個々の部材、即ち腹部122の中間部126と頭部130と で構成されるという点で、今迄に述べた梁とは異なる。これらの中間部126と 130は、これ迄に述べた実施例での、一般的にはその断面が三角形の管状構造 を構成する。The rice cake 120 also includes a head 130. This head 130 is connected by the joining means 18. It is fixed to a corresponding flange in the abdomen.粱120 has a triangular head with 1 Rather than from a single plate, the individual members, i.e., the midsection 126 of the abdomen 122 and the head 130, It is different from the beams mentioned so far in that it is composed of . These intermediate portions 126 and 130 is a tubular structure generally having a triangular cross section in the embodiments described so far. Configure.
図12bに示した粱140は本質的に梁120と同一のものであるが、延長され た頭部142を有する。図12cに示した粱150もまた本質的に粱120と同 一のものであるが、溝型の頭部152を有する。図1.2 eに示した梁170 は合成を高めるために縦方向の窪み173を含んだ頭部172を有する。ここで 示した頭部174は、梁120の頭部130と同一の単純なものである。頭部1 74は、頭部172と同一のものであってもよいことは明らかであろう。実際に は、どのような頭部組合せも腹部122の基本構造と組合せることにより特種目 的に応用することができる。The girdle 140 shown in Figure 12b is essentially the same as the beam 120, but has been extended. It has a head 142. The rice cake 150 shown in FIG. 12c is also essentially the same as the rice cake 120. 1, but has a groove-shaped head 152. Beam 170 shown in Figure 1.2e has a head 172 that includes a longitudinal depression 173 to enhance synthesis. here The head 174 shown is simple and identical to the head 130 of the beam 120. head 1 It will be clear that 74 may be identical to head 172. actually By combining any head combination with the basic structure of the abdomen 122, it becomes a special event. It can be applied in many ways.
図128−126に示した数々の実施例は、フランジ部128を有することから 、床や天井などのように水平に並んだ部材をフランジの上に、或いはフランジの 下に固定する用途に特に適している。更に、梁150と160は、垂直に並んだ 構造例えばパーティション(仕切り壁)や壁板、窓つきの壁などの部材を梁に直 接固定する用途に適し、ている。先に述べた全ての実施例と同様、これらの梁の 個々の部材はどのような厚みでもよく、理論上はどのような構造特性をも満たす ものである。図12a−12eに示した梁は、一つには板材を鋭角に折曲げる必 要がないために、経済的に生産できるという利点を持つ。The embodiments shown in FIGS. 128-126 have a flange portion 128. , place horizontally arranged parts such as floors and ceilings on top of the flange, or on the flange. Particularly suitable for fixing underneath. Furthermore, beams 150 and 160 are vertically aligned. For example, structural members such as partitions, wall boards, and walls with windows can be directly attached to beams. Suitable for applications where it is fixed directly. As in all previous examples, these beams Individual members can be of any thickness and theoretically satisfy any structural properties It is something. The beams shown in Figures 12a-12e are constructed in part because they require the plates to be bent at acute angles. It has the advantage that it can be produced economically since it does not require any process.
これ迄に述べた発明は、この出願の趣旨や、その開示的性格を損なうことなく、 他の形に具現できるものであることは、誰の目にも明らかであろう。建築構造等 のデザインの技術をもつ人なら、容易に数多くの変形を案出できるはずである。The inventions described so far have been described without prejudice to the spirit of this application or its disclosed nature. It is clear to everyone that it can be realized in other forms. Architectural structure etc. A person with design skills should be able to easily come up with many variations.
例えば、上に述べた実施例には冷間圧延された鋼材による生産が最も有効である が、用途によっては、熱間圧延材を用いることもできる。特に、図6のような実 施例では、冷間圧延による部材と熱間圧延による部材を組合せることもできる。For example, production from cold rolled steel is most effective for the embodiments described above. However, depending on the application, hot rolled material may also be used. In particular, the fruit shown in Figure 6 In the embodiment, a cold-rolled member and a hot-rolled member may be combined.
更に、この梁が、周りを囲まれていない(オーブンな)構造を持つことから、複 数の梁を組合せることにより、厚い板材を使う必要なしに、単一の梁により大き い荷重積載能力を持たせることができる。Furthermore, since this beam has an unenclosed (oven-like) structure, By combining several beams, a single beam can be made larger without the need for thicker plates. It can have a high load carrying capacity.
本発明の利点を示すために、図2.3の実施例の試作品と従来型の梁の幾つかの 能力を計算し、この後の表に於て比較する。各々の表で、本発明による梁の寸法 は高さ20Qmm、幅60mmである。板材の厚みについては、1゜0mm、1 .5mmでの結果を示した。全てのデータは、熱間圧延した43e級(A S TMA 36にほぼ相当)の銅で、標準断面の試料に対するものである。To demonstrate the advantages of the present invention, a prototype of the embodiment of Figure 2.3 and some conventional beams are shown. Calculate the capacity and compare in the table below. In each table, the dimensions of the beam according to the invention has a height of 20Qmm and a width of 60mm. Regarding the thickness of the plate material, 1゜0mm, 1 .. The results are shown at 5 mm. All data are for hot rolled 43e class (AS) (approximately equivalent to TMA 36) copper with a standard cross section.
後ノ表ノ中テ、(a)、(b)、(C)コラムは各種断面についての1m当りの 重量、断面積、断面慣性モーメントを示す。コラム(d)は、最大の歪みが3m の梁についてその長さの1/360以下であるという設計基準に基いた荷重WD を示す。コラム(e)は、各種断面についてのWDの比を示す。コラム(f)は 、単純支持された梁に、各種断面についてのWDに等しい荷重が一点に加える場 合最大のスパンを示す。コラム(g)は、各種断面についての前記最大スパンの 比を示す。In the following table, columns (a), (b), and (C) show the values per 1 m for various cross sections. Indicates weight, cross-sectional area, and moment of inertia. Column (d) has a maximum distortion of 3 m. The load WD is based on the design standard that the beam is 1/360 or less of the length of the beam. shows. Column (e) shows the ratio of WD for various cross sections. Column (f) is , if a load equal to WD for various cross sections is applied to a point on a simply supported beam, indicates the maximum span. Column (g) shows the maximum span for various cross sections. Show the ratio.
本発明による梁と、1m当りの重量がそれと同等の従来型梁とを比較すると、本 発明による梁の慣性モーメントは、他より著しく大きい。かくして、本発明によ る梁は、従来型のものより高い積載能力をを持つ。同様に、本発明による梁は、 同一の歪みの許容範囲のもとで、従来型の梁よりスパンを長くとることができる 。Comparing the beam according to the present invention with a conventional beam with the same weight per meter, the beam The moment of inertia of the beam according to the invention is significantly larger than others. Thus, according to the present invention These beams have higher loading capacity than conventional beams. Similarly, the beam according to the invention Allows for longer spans than conventional beams with the same strain tolerance .
FIG、3 FIG、4a FIG、4b FIG、5FIG、6 FIG、7 FIG、θ FIG、 9要約書 組立てられた構造梁(10)は腹部(16)と頭部(12,14)を有する少な くとも一つの縦方向に折られた部材を含む。種々の実施例に於て複数の折られた 部材が互いに一部重なるよう組合わされて種々の荷重担持能力を有する形状を与 えてよい。全ての場合折られた頭部(12,14)はそれが全ての側面にて閉じ られた管状に形成されることにより剛固な構造とされる。このことは折られた部 材を腹部(16)にて固定することにより達成される。FIG, 3 FIG, 4a FIG, 4b FIG, 5 FIG, 6 FIG, 7 FIG, θ FIG, 9 summary The assembled structural beam (10) has a belly (16) and a head (12, 14). It includes at least one longitudinally folded member. Multiple folds in various embodiments The parts are combined to partially overlap each other to give shapes with various load-carrying capacities. You can get it. In all cases the folded head (12, 14) is closed on all sides. It is made into a rigid structure by being formed into a tubular shape. This is the folded part. This is achieved by fixing the material at the abdomen (16).
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US674,549 | 1991-03-22 | ||
PCT/US1991/002944 WO1991017328A1 (en) | 1990-05-03 | 1991-04-29 | Structural beam |
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JPH05507133A true JPH05507133A (en) | 1993-10-14 |
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JP91510149A Pending JPH05507133A (en) | 1990-05-03 | 1991-04-29 | structural beam |
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JP (1) | JPH05507133A (en) |
AT (1) | ATE123835T1 (en) |
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CA (1) | CA2082530A1 (en) |
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GB1476324A (en) * | 1974-07-17 | 1977-06-10 | Ward Bros Ltd | Elongate structural members |
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AU556374B2 (en) * | 1982-07-02 | 1986-10-30 | Dimitrios TRAMBAS | Fabricated beam |
US4520609A (en) * | 1982-09-27 | 1985-06-04 | Donn Incorporated | Grid tee for suspension ceilings or the like |
FR2549933B1 (en) * | 1983-07-27 | 1986-06-20 | Donn France Sa | PROFILED BEAM IN I-FORM, FASTENERS AND ASSEMBLIES FOR SUCH BEAMS |
US4852325A (en) * | 1987-10-26 | 1989-08-01 | Chicago Metallic Corporation | Reinforced bead |
AU6383390A (en) * | 1989-10-11 | 1991-04-18 | Maxi-Span Holdings Pty. Limited | Purlin |
-
1991
- 1991-04-29 AU AU79091/91A patent/AU657689B2/en not_active Ceased
- 1991-04-29 EP EP94203383A patent/EP0649949A1/en not_active Withdrawn
- 1991-04-29 ES ES91910592T patent/ES2075453T3/en not_active Expired - Lifetime
- 1991-04-29 AT AT91910592T patent/ATE123835T1/en not_active IP Right Cessation
- 1991-04-29 EP EP91910592A patent/EP0528973B1/en not_active Expired - Lifetime
- 1991-04-29 CA CA002082530A patent/CA2082530A1/en not_active Abandoned
- 1991-04-29 JP JP91510149A patent/JPH05507133A/en active Pending
- 1991-04-29 DE DE69110465T patent/DE69110465T2/en not_active Expired - Fee Related
- 1991-04-29 WO PCT/US1991/002944 patent/WO1991017328A1/en not_active Application Discontinuation
-
1995
- 1995-02-14 AU AU12231/95A patent/AU1223195A/en not_active Abandoned
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009537392A (en) * | 2006-05-23 | 2009-10-29 | エアバス フランス | Aircraft pressurized floor |
JP5510597B1 (en) * | 2013-06-24 | 2014-06-04 | 株式会社 構造材料研究会 | Circular ring reinforcing beam member |
JP5500472B1 (en) * | 2013-11-11 | 2014-05-21 | 株式会社 構造材料研究会 | Cross-section corner reinforcement structural member |
JP2016223263A (en) * | 2015-06-04 | 2016-12-28 | 新日鐵住金株式会社 | Grooved lightweight section steel |
Also Published As
Publication number | Publication date |
---|---|
CA2082530A1 (en) | 1991-11-04 |
ES2075453T3 (en) | 1995-10-01 |
WO1991017328A1 (en) | 1991-11-14 |
EP0528973A4 (en) | 1993-03-31 |
ATE123835T1 (en) | 1995-06-15 |
DE69110465T2 (en) | 1996-03-07 |
EP0528973A1 (en) | 1993-03-03 |
AU7909191A (en) | 1991-11-27 |
EP0649949A1 (en) | 1995-04-26 |
AU1223195A (en) | 1995-05-18 |
EP0528973B1 (en) | 1995-06-14 |
DE69110465D1 (en) | 1995-07-20 |
AU657689B2 (en) | 1995-03-23 |
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