JPH084198A - Reinforced structure member and connecting member used together with said reinforced structure member - Google Patents

Reinforced structure member and connecting member used together with said reinforced structure member

Info

Publication number
JPH084198A
JPH084198A JP9303395A JP9303395A JPH084198A JP H084198 A JPH084198 A JP H084198A JP 9303395 A JP9303395 A JP 9303395A JP 9303395 A JP9303395 A JP 9303395A JP H084198 A JPH084198 A JP H084198A
Authority
JP
Japan
Prior art keywords
structural member
reinforced structural
outer frame
arch
member according
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
JP9303395A
Other languages
Japanese (ja)
Inventor
Vahigh Peshkam
ペシュカム ヴァハーイ
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.)
L G Mooshell & Partners Ltd
LG MOUCHEL and PARTNERS Ltd
Mouchel Lg & Partners Ltd
Original Assignee
L G Mooshell & Partners Ltd
LG MOUCHEL and PARTNERS Ltd
Mouchel Lg & Partners Ltd
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 L G Mooshell & Partners Ltd, LG MOUCHEL and PARTNERS Ltd, Mouchel Lg & Partners Ltd filed Critical L G Mooshell & Partners Ltd
Publication of JPH084198A publication Critical patent/JPH084198A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/10Flooring or floor layers composed of a number of similar elements of other materials, e.g. fibrous or chipped materials, organic plastics, magnesite tiles, hardboard, or with a top layer of other materials
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D1/00Bridges in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/72Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/026Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of plastic
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/54Slab-like translucent elements
    • E04C2/543Hollow multi-walled panels with integrated webs
    • 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
    • E04C3/28Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
    • 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
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/36Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00Material constitution of bridges
    • E01D2101/40Plastics

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Bridges Or Land Bridges (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE: To enhance strength by extending a thin-plate arcuate reinforcing member between the parts near the end of one surface of an outer shell, while making it approach close to one surface of the outer shell facing at the central part. CONSTITUTION: A load bearing surface 1a, fourth surface 3, and side surfaces 5 and 6 form an outer shell. An end part 4a of an arcuate reinforcing member 4 is fitted to the end parts of side surfaces 5 and 6 so as to constitute an arch with a plane vertical to the axis of a reinforced structural member while close to the surface 1a of the outer shell facing at the central part. Furthermore, a foam material is packed in a space 2 formed of the outer shell and a reinforcing member 4.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は,例えば,床負荷,歩道
負荷,車両負荷,建物,および,橋梁などにおける圧力
負荷を支えるための構造,準構造,および,被覆材とし
ての使用など,負荷担持能力が必要となるような箇所に
用いる強化構造部材およびその強化構造部材と共に用い
る接続部材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load such as a structure for supporting a pressure load in a floor load, a sidewalk load, a vehicle load, a building, a bridge, etc., a substructure, and a covering material. The present invention relates to a reinforced structural member used in a place where a carrying capacity is required and a connecting member used together with the reinforced structural member.

【0002】[0002]

【従来の技術】従来にあっては,床負荷,歩道負荷,車
両負荷,建物,および,橋梁などにおける圧力負荷を支
えるための構造,準構造,および,被覆材のような施工
においては固形部材が用いられいる。最近にあっては,
組立て(sectioned)部材の使用も提唱されてはいるが,
これらは主としてWO91/06421に開示されてい
るようなボックス型組立て部材である。
2. Description of the Related Art Conventionally, a structure for supporting a pressure load on a floor load, a sidewalk load, a vehicle load, a building, a bridge, etc., a substructure, and a solid member in a construction such as a covering material. Is used. Recently,
Although the use of sectioned members has also been proposed,
These are primarily box-type assembly members such as those disclosed in WO 91/06421.

【0003】[0003]

【発明が解決しようとする課題】しかしながら,上記の
ように,従来にあっては,床負荷,歩道負荷,車両負
荷,建物,および,橋梁などにおける圧力負荷を支える
ための構造,準構造,および,被覆材のような施工にお
いて,固形部材,あるいは,ボックス型組立て部材を用
いていたため,その構造上,負荷に対して強度的に問題
があった。
However, as described above, the conventional structure, substructure, and structure for supporting the pressure load on the floor load, the sidewalk load, the vehicle load, the building, and the bridge, and the like. Since the solid member or the box-shaped assembly member is used in the construction such as the covering material, there is a problem in strength against load due to its structure.

【0004】本発明は,上記に鑑みてなされたものであ
って,床負荷,歩道負荷,車両負荷,建物,および,橋
梁などにおける圧力負荷を支えるための構造,準構造,
および,被覆材のような施工において必要な強度を確保
し,その安全性を保障するような強化構造部材を提供す
ることを目的とする。
The present invention has been made in view of the above, and is a structure for supporting a pressure load in a floor load, a sidewalk load, a vehicle load, a building, and a bridge, a substructure,
Another object of the present invention is to provide a reinforced structural member that secures the necessary strength for construction such as a covering material and ensures its safety.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
めに,請求項1に係る強化構造部材にあっては,実質的
に長方形の断面を有する外枠と,前記外枠内の少なくと
も1つの薄板状アーチ型補強部材を有する細長い強化構
造部材において,前記少なくとも1つのアーチ型補強部
材が,前記強化構造部材の軸に対して垂直な平面でアー
チを構成しており,かつ,前記外枠の1つの面の端近く
の部分の間に延びており,その中央部分で向き合った前
記外枠の1つの面に近接しているものである。
In order to achieve the above object, in the reinforced structural member according to claim 1, an outer frame having a substantially rectangular cross section and at least one of the outer frames. An elongated reinforced structural member having two thin plate arch-shaped reinforcing members, wherein the at least one arch-shaped reinforcing member constitutes an arch in a plane perpendicular to an axis of the reinforced structural member, and the outer frame. Of the outer frame extending between adjacent portions of one face of the outer frame and adjacent to one face of the outer frame facing each other at its central portion.

【0006】また,請求項2に係る強化構造部材にあっ
ては,前記アーチ型補強部材が,前記強化構造部材のほ
ぼ全長に沿って延びているものである。
Further, in the reinforced structural member according to claim 2, the arch-shaped reinforced member extends along substantially the entire length of the reinforced structural member.

【0007】また,請求項3に係る強化構造部材にあっ
ては,前記アーチ型補強部材が,反対方向に反った,外
枠内部に配置された2つのアーチ型部材により構成され
ているものである。
Further, in the reinforced structural member according to claim 3, the arch-shaped reinforcing member is constituted by two arch-shaped members which are arranged inside the outer frame and which are warped in opposite directions. is there.

【0008】また,請求項4に係る強化構造部材にあっ
ては,前記2つのアーチ型補強部材が,相互に交差して
いるものである。
Further, in the reinforced structural member according to claim 4, the two arch-shaped reinforcing members intersect with each other.

【0009】また,請求項5に係る強化構造部材にあっ
ては,前記外枠の凹部表面あるいは前記アーチ型補強部
材と前記外枠の向き合った表面との間に延びている少な
くとも1つのリブ部材を含んでいるものである。
Further, in the reinforced structural member according to claim 5, at least one rib member extending between the concave surface of the outer frame or the arch-shaped reinforcing member and the facing surface of the outer frame. Is included.

【0010】また,請求項6に係る強化構造部材にあっ
ては,前記外枠の表面あるいはアーチ型補強部材と外枠
との間に形成される少なくとも1つの空間に充填された
発泡材を有しているものである。
Further, in the reinforced structural member according to a sixth aspect of the present invention, there is provided a foam material filled in at least one space formed on the surface of the outer frame or between the arch-shaped reinforcing member and the outer frame. Is what you are doing.

【0011】また,請求項7に係る強化構造部材にあっ
ては,前記外枠が,ファイバー強化複合材料を用いて成
型,あるいは,押し出し加工されるものである。
Further, in the reinforced structural member according to claim 7, the outer frame is molded or extruded using a fiber reinforced composite material.

【0012】また,請求項8に係る強化構造部材にあっ
ては,前記外枠あるいはアーチ型補強部材が,ファイバ
ー強化複合部材を用いて成型あるいは押し出しされるも
のである。
Further, in the reinforced structural member according to claim 8, the outer frame or the arch-shaped reinforcing member is molded or extruded by using a fiber reinforced composite member.

【0013】また,請求項9に係る強化構造部材にあっ
ては,前記外枠およびアーチ型補強部材が,一体化され
て成型あるいは押し出し加工されるものである。
Further, in the reinforced structural member according to claim 9, the outer frame and the arch-shaped reinforcing member are integrally molded or extruded.

【0014】また,請求項10に係る強化構造部材にあ
っては,前記外枠およびアーチ型補強部材が,2つの部
分に分けて成型あるいは押し出し加工され,その後に相
互に接着されるものである。
Further, in the reinforced structural member according to the tenth aspect, the outer frame and the arch-shaped reinforcing member are molded or extruded into two parts and then adhered to each other. .

【0015】また,請求項11に係る強化構造部材にあ
っては,前記2つの部分が,接着部材を介して接着され
るものである。
Further, in the reinforced structural member according to the eleventh aspect, the two parts are adhered via an adhesive member.

【0016】また,請求項12に係る強化構造部材にあ
っては,前記外枠が,少なくとも1つ接続部を含んでお
り,他の1つの部材を直接あるいは接続部材を介して接
続できるようにするものである。
Further, in the reinforced structural member according to the twelfth aspect, the outer frame includes at least one connecting portion, and another one member can be connected directly or through the connecting member. To do.

【0017】また,請求項13に係る強化構造部材にあ
っては,前記接続部が,少なくとも前記外枠の長い側面
上に設けられた少なくとも1つの係合用凹部を含んでい
るものである。
Further, in the reinforced structural member according to the thirteenth aspect, the connecting portion includes at least one engaging recess provided on at least the long side surface of the outer frame.

【0018】また,請求項14に係る強化構造部材にあ
っては,前記接続部が,少なくとも1つの下方からえぐ
られた凹部を前記外枠の短い側面上に有しているもので
ある。
Further, in the reinforced structural member according to the fourteenth aspect, the connecting portion has at least one recess cut out from below on the short side surface of the outer frame.

【0019】また,請求項15に係る強化構造部材にあ
っては,前記外枠が,少なくとも1つの貼り出し部分を
有しており,そこから細長い構造部材を吊すものであ
る。
Further, in the reinforced structural member according to the fifteenth aspect, the outer frame has at least one stick-out portion, and the elongated structural member is hung from there.

【0020】また,請求項16に係る強化構造部材にあ
っては,前記強化構造部材の一方の短い側面が他方の短
い側面を形成しているものである。
Further, in the reinforced structural member according to the sixteenth aspect, one short side surface of the reinforced structural member forms the other short side surface.

【0021】また,請求項17に係る強化構造部材にあ
っては,前記少なくとも1つの強化構造部材が,ラミネ
ートされているものである。
Further, in the reinforced structural member according to claim 17, the at least one reinforced structural member is laminated.

【0022】また,請求項18に係る接続部材にあって
は,基本的には薄板状で,前記接続部上の係合用凹部と
係合する凸部を有しているものである。
Further, in the connecting member according to the eighteenth aspect, the connecting member is basically thin plate-like and has a convex portion that engages with the engaging concave portion on the connecting portion.

【0023】また,請求項19に係る接続部材にあって
は,前記強化構造部材上の係合用凹部と係合するための
張り出し部分を有するものである。
Further, in the connecting member according to the nineteenth aspect, there is provided a projecting portion for engaging with the engaging recess on the reinforcing structural member.

【0024】また,請求項20に係る強化構造部材にあ
っては,前記少なくとも1つの細長い構造部材を有する
ものである。
A reinforced structural member according to a twentieth aspect has the at least one elongated structural member.

【0025】[0025]

【作用】本発明に係る強化構造部材およびその強化構造
部材と共に用いる接続部材にあっては,基本的に長方形
の横方向断面を有する外側の外枠と,少なくとも1つの
外枠内における薄板アーチ型補強部材とにより構成さ
れ,少なくとも1つのアーチ型補強部材が強化構造部材
の軸に対して垂直な面でアーチ型に構成されており,そ
の端部が外枠の1つの部分の両端近くの箇所間に伸びて
おり,その中央部分において向き合った面の近くに近付
いている細長い強化構造部材が提供されるため,床負
荷,歩道負荷,車両負荷,建物,および,橋梁などにお
ける圧力負荷を支えるための構造,準構造,および,被
覆材のような施工において必要な強度を確保し,その安
全性を保障することができる。
In the reinforced structural member and the connecting member used together with the reinforced structural member according to the present invention, an outer outer frame having a basically rectangular transverse section and a thin plate arch-shaped member in at least one outer frame are provided. A reinforcing member, at least one arch-shaped reinforcing member is arch-shaped in a plane perpendicular to the axis of the reinforced structural member, and its ends are near both ends of one portion of the outer frame. To support pressure loads in floor loads, sidewalk loads, vehicle loads, buildings, and bridges, etc. by providing elongated reinforced structural members extending in the middle and close to the facing faces in their central part It is possible to secure the strength necessary for construction such as the structure, the substructure, and the covering material, and to ensure the safety.

【0026】また,底面コーナーおよび中間に負荷を十
分に伝えることによって力特性が改善されると同時に,
縦方向での硬度を付与し,幅広の上部フランジの局所的
なバックリングと平面内負荷に対する抵抗を防止する部
材を提供することができる。
Further, the force characteristics are improved by sufficiently transmitting the load to the bottom corners and the middle, and at the same time,
It is possible to provide a member that imparts hardness in the vertical direction and prevents local buckling of the wide upper flange and resistance to in-plane load.

【0027】また,アーチ型補強部材と,該アーチ型補
強部材に向き合った負荷支承面との間における間隔は発
泡材が充填され,または(および)それらの間に延びた
リブ部材を用いるので,さらに,その補強強度を向上さ
せることができる。
Further, since the gap between the arch-shaped reinforcing member and the load bearing surface facing the arch-shaped reinforcing member is filled with the foam material and / or the rib member extending between them is used, Furthermore, the reinforcing strength can be improved.

【0028】また,外枠とアーチ型補強部材の両方とも
ファイバー強化複合材から成型,あるいは,押し出し加
工のいずれかの方法によって形成することができ,これ
によって必要な強度を有すると同時に軽量の部材を実現
することができる。
Further, both the outer frame and the arch-shaped reinforcing member can be formed from the fiber-reinforced composite material by either molding or extruding method, thereby having a necessary strength and a lightweight member. Can be realized.

【0029】また,負荷支承面に負荷がかかると,その
負荷はアーチ型補強部材を介して強化構造部材の底部に
伝えられ,その部材の長さ方向に沿って適切な箇所に配
置された支えに伝えられる。アーチ型補強部材の端部が
外側に広がらないようにするために,それらは,以下の
2つの方法のいずれか1つにより固定されている。すな
わち,外枠の残りの部分と同様の素材による平面シート
を用いて,アーチ型補強部材の端部を固定し,また,強
化構造部材の底部も同様の素材により形成するか,ある
いはワイヤあるいはひもなどの引っ張り部材をその強化
構造部材の長さ方向に間隔をおいて用い,アーチ型補強
部材の向き合っている側を接続し,それらを所定の場所
に保持するかのいずれかの方法であり,これにより補強
構造を実現するアーチ型補強部材を強化構造部材に配備
することができる。
Further, when a load is applied to the load bearing surface, the load is transmitted to the bottom of the reinforced structural member via the arch-shaped reinforcing member, and the supporting member arranged at an appropriate position along the length direction of the member. Be transmitted to. In order to prevent the ends of the arched reinforcing members from spreading outward, they are fixed by one of the following two methods. That is, a flat sheet made of the same material as the rest of the outer frame is used to fix the ends of the arch-shaped reinforcing member, and the bottom of the reinforced structural member is also made of the same material, or a wire or string is used. Is a method of connecting the opposite sides of the arch-shaped reinforcing member and holding them in place by using tension members such as the above-mentioned reinforcing members at intervals in the longitudinal direction of the reinforcing structural member, As a result, the arch-shaped reinforcing member that realizes the reinforcing structure can be provided in the reinforcing structural member.

【0030】また,特に大きな平面内力が発生するよう
な場合に,より優れた性能を提供するために逆アーチ型
補強部材を用いる。このような場合,強化構造部材は,
一方は上反り,他方は下反りの2つの交差したアーチ型
補強部材を用いることになる。これにより,アーチ型補
強部材を上記したいずれの方法においても用いることが
でき,アーチ型補強部材を固定するときに,外枠内にお
いてアーチ型補強部材をどちらの方法により固定すべき
かを随時チェックする必要がなくなる。
In addition, a reverse arch type reinforcing member is used in order to provide better performance, especially when a large in-plane force is generated. In such cases, the reinforced structural member is
Two intersecting arch-shaped reinforcing members, one of which is warped and the other of which is warped, are used. As a result, the arch-shaped reinforcing member can be used in any of the above-mentioned methods, and when fixing the arch-shaped reinforcing member, it is always checked which method should fix the arch-shaped reinforcing member in the outer frame. There is no need.

【0031】また,構造部材を組み合わせて用いる場
合,床,甲板,屋根,壁,そして建物や橋梁の梁や柱,
および,その他の形の構造を形成するために,ユニット
を相互に取りつけられるように接続部分を設けたので,
作業性が著しく向上する。
When structural members are used in combination, floors, decks, roofs, walls, beams and columns of buildings and bridges,
And because the connecting parts are provided so that the units can be attached to each other to form other forms of structure,
Workability is significantly improved.

【0032】さらに,懸垂手段に取りつけられるように
するために懸垂部分を設けたので,強化構造部材を架橋
形式で用いることが容易になる。
Further, since the suspending portion is provided so that it can be attached to the suspending means, it becomes easy to use the reinforced structural member in the bridge type.

【0033】[0033]

【実施例】以下,この発明に係る強化構造部材およびそ
の強化構造部材と共に用いる接続部材の実施例について
図面に基づいて詳細に説明する。なお,これらの図面に
おいて,同様の部分は同様に符号により示されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a reinforced structural member according to the present invention and a connecting member used together with the reinforced structural member will be described below in detail with reference to the drawings. Note that, in these drawings, similar portions are similarly denoted by reference numerals.

【0034】〔実施例1〕まず,実施例1について説明
する。図1は,実施例1に係る強化構造部材1の基本的
な構成を示す説明図であり,この強化構造部材1は,負
荷支承面1a,2つの側面5,6,第4の面3,およ
び,アーチ型補強部材4から成る外枠にて構成されてい
る。この構造部材にかけられる負荷は負荷支承面1aを
介してアーチ型補強部材4の上面に伝えられる。負荷は
このアーチ型補強部材4のアーチの強度によって支えら
れ,アーチ型補強部材4の端部4a,端部4bに伝えら
れる。負荷がアーチ型補強部材4にかかると,この端部
4a,端部4bが固定されていない場合には外側に広が
る傾向がある。この外側に広がる傾向を固定したものに
するための力は,この強化構造部材1の使用中にあって
は,このアーチ型補強部材4の端部4a,端部4bを保
持し,その結果,アーチ型補強部材4のアーチの形状を
保持する第4の面3によってもたらされる。
[First Embodiment] First, a first embodiment will be described. FIG. 1 is an explanatory view showing a basic structure of a reinforced structural member 1 according to the first embodiment. The reinforced structural member 1 includes a load bearing surface 1a, two side surfaces 5, 6, and a fourth surface 3, In addition, the outer frame is composed of the arch-shaped reinforcing member 4. The load applied to this structural member is transmitted to the upper surface of the arch-shaped reinforcing member 4 via the load bearing surface 1a. The load is supported by the strength of the arch of the arch-shaped reinforcing member 4, and is transmitted to the end portions 4a and 4b of the arch-shaped reinforcing member 4. When a load is applied to the arch-shaped reinforcing member 4, there is a tendency for the ends 4a and 4b to spread to the outside if they are not fixed. The force for fixing the tendency to spread to the outside holds the end portions 4a and 4b of the arch-shaped reinforcing member 4 during use of the reinforcing structural member 1, and as a result, It is provided by the fourth surface 3 which retains the shape of the arch of the arched reinforcing member 4.

【0035】凹部8と負荷支承面1aとの間に形成され
る空間2には,負荷をアーチ型補強部材4に均一に伝達
するために発泡剤が充填される。なお,図において,7
は凹部8の裏面となる凸部である。
The space 2 formed between the recess 8 and the load bearing surface 1a is filled with a foaming agent in order to evenly transfer the load to the arch-shaped reinforcing member 4. In the figure, 7
Is a convex portion which is the back surface of the concave portion 8.

【0036】アーチ型補強部材4は,外枠(負荷支承面
1a,第4の面3,側面5,側面6)によって単一部材
として形成することもできるし,別々に形成し,その後
において上記外枠に挿入することも可能である。また,
強化部材9を外枠のコーナーに配置して,強化構造部材
1の全体的な硬度と強度を増加させることも可能であ
る。また,強化構造部材1を,外枠の一部,アーチ型補
強部材4の一部として形成してもよいし,あるいは別個
のものとして形成し,外枠に挿入するようにしてもよ
い。また,外枠およびアーチ型補強部材4は,ラミネー
ト構造あるいは単一の部材により構成されている。
The arch-shaped reinforcing member 4 can be formed as a single member by the outer frame (the load bearing surface 1a, the fourth surface 3, the side surface 5, the side surface 6), or can be formed separately and then the It is also possible to insert it in the outer frame. Also,
It is also possible to arrange the reinforcing members 9 in the corners of the outer frame to increase the overall hardness and strength of the reinforcing structural member 1. Further, the reinforced structural member 1 may be formed as a part of the outer frame and a part of the arch-shaped reinforcing member 4, or may be formed as a separate member and inserted into the outer frame. The outer frame and the arch-shaped reinforcing member 4 are made of a laminated structure or a single member.

【0037】〔実施例2〕次に,実施例2について説明
する。強化構造部材1は,図1に示したように空間2に
発泡材を充填してもよいし,しなくてもよく,その場
合,図2に示すように,アーチ型補強部材4上に負荷を
分散させるために強化部材として,例えば,リブ部材2
1を用いてもよい。このリブ部材21は強化構造部材1
の軸に平行に延びてもよいし,あるいは,図2に示すよ
うに負荷支承面1aに対して垂直に延びてもよい。な
お,20はリブ部材21により形成される分割された空
間である。また,例えば,リブ部材をファン状に構成し
て,該リブ部材を強化構造部材1の軸に対して平行,か
つ,アーチ型補強部材4の交差部分での接線に対して垂
直に延びるようにしてもよい。
[Second Embodiment] Next, a second embodiment will be described. The reinforced structural member 1 may or may not be filled with the foam material in the space 2 as shown in FIG. 1, in which case, as shown in FIG. As a reinforcing member to disperse the ribs, for example, a rib member 2
1 may be used. This rib member 21 is a reinforced structural member 1.
May extend parallel to the axis of, or may extend perpendicular to the load bearing surface 1a as shown in FIG. In addition, 20 is a divided space formed by the rib member 21. Further, for example, the rib member is formed in a fan shape so that the rib member extends parallel to the axis of the reinforced structural member 1 and perpendicular to the tangent line at the intersection of the arch-shaped reinforcing member 4. May be.

【0038】〔実施例3〕次に,実施例3について説明
する。この強化構造部材1は,また,それらを支持部材
上に載置したり,あるいは,ワイヤなどの懸垂手段によ
り懸垂させることによって用いることもできる。こうし
た目的のため,強化構造部材1を,図3に示すように強
化構造部材1に形成された懸垂部分31および32を用
いて,そうした懸垂手段に取りつけるようにしてもよ
い。
[Third Embodiment] Next, a third embodiment will be described. The reinforced structural member 1 can also be used by placing them on a supporting member or suspending them by suspending means such as wires. For this purpose, the reinforced structural member 1 may be attached to such suspension means by means of suspension portions 31 and 32 formed in the reinforced structural member 1 as shown in FIG.

【0039】〔実施例4〕次に,実施例4について説明
する。図4は,(第1のアーチ型補強部材4含んで)相
互に交差した2つのアーチ型補強部材により構成された
強化構造部材1を示している。第2のアーチ型補強部材
51は,他方のアーチ型補強部材4に対抗するように湾
曲されている。図2に示されているリブ部材21と同様
に,追加リブ部材52を用いることもできる。上記実施
例と同様に,リブ部材21,追加リブ部材52間におけ
る間隙には発泡材を充填してもよい。また,他の方法と
して,これらリブ部材のすべて,あるいは一部をなく
し,図1の単一アーチの場合に示した構造と同様に発泡
材による充填材を用いてもよい。
[Fourth Embodiment] Next, a fourth embodiment will be described. FIG. 4 shows a reinforced structural member 1 constituted by two arch-shaped reinforcing members which intersect each other (including the first arch-shaped reinforcing member 4). The second arch-shaped reinforcing member 51 is curved so as to oppose the other arch-shaped reinforcing member 4. Similar to the rib member 21 shown in FIG. 2, an additional rib member 52 may be used. Similar to the above embodiment, the gap between the rib member 21 and the additional rib member 52 may be filled with a foam material. As another method, all or some of these rib members may be eliminated and a filler made of a foam material may be used as in the structure shown in the case of the single arch shown in FIG.

【0040】〔実施例5〕次に,実施例5について説明
する。使用時,強化構造部材1は床や甲板などを形成す
るために,それに近接して配置された幾つかの同様の部
材と共に用いることができる。それらはまた,垂直ある
いは一定の角度で傾斜した近接部材と共に構成すること
もできる。こうした使用法に対応するために,図5およ
び図6に示すような接続部分である凹部41〜44を用
いて,隣接構造部材,あるいは,以下に述べるような相
互接続部材との接続を容易にするようにしてもよい。
[Fifth Embodiment] Next, a fifth embodiment will be described. In use, the reinforced structural member 1 can be used with several similar members placed in close proximity thereto to form a floor, deck, or the like. They can also be constructed with proximity members that are either vertical or inclined at an angle. In order to cope with such usage, the recesses 41 to 44, which are connection portions as shown in FIGS. 5 and 6, are used to facilitate connection with an adjacent structural member or an interconnection member as described below. You may do it.

【0041】〔実施例6〕次に,実施例6について説明
する。図7は,接続部材71によって共に接続された,
図6に示した部材を用いた事例を示している。この接続
部材71は強化構造部材1上に設けられた凹部41と係
合するような形状をしている凸部74を有している。こ
れら2つの接続される強化構造部材1はその係合面72
に沿って接着され,さらに,界面75および76に沿っ
て接続部材71に接着される。また,これら接続部材7
1は強化構造部材1の端部間に延びるウェブ部分(図示
せず)を介して相互に接続されるようになっている。
[Sixth Embodiment] Next, a sixth embodiment will be described. FIG. 7 shows that they are connected together by a connecting member 71,
7 shows an example using the member shown in FIG. The connecting member 71 has a convex portion 74 shaped to engage with the concave portion 41 provided on the reinforced structural member 1. These two connected reinforcing structural members 1 have their engaging surfaces 72
Along the interfaces 75 and 76 to the connecting member 71. Also, these connecting members 7
1 are adapted to be interconnected via web portions (not shown) extending between the ends of the reinforced structural member 1.

【0042】そして,強化構造部材1を結合するため
に,これら2つの部材を,それら部材の端面が上記ウェ
ブ部分に対して係合するように凸部74が凹部41と係
合するまで,接続部材71の各側面に滑り込ませる。こ
うした構成の場合,上記実施例の構成の場合と同様,部
材の端面は相互にではなく,ウェブ部分に接着される。
結合部の強度を増大させるために,ボルトをこれら接続
部材71および強化構造部材1に対して通過させ,接続
部材71がそれらの部分をしっかりと締めつけるように
してもよい。ボルト使用可能な箇所を,図7において一
点鎖線73により示す。
Then, in order to connect the reinforced structural member 1, these two members are connected until the convex portion 74 engages with the concave portion 41 so that the end faces of these members engage with the web portion. It is slid on each side of the member 71. In such a configuration, as in the configuration of the above-described embodiment, the end faces of the members are adhered to the web portion, not to each other.
In order to increase the strength of the joints, bolts may be passed over these connecting members 71 and the reinforced structural member 1 so that the connecting members 71 clamp them tightly. A place where the bolt can be used is indicated by a chain line 73 in FIG.

【0043】〔実施例7〕次に,実施例7について説明
する。図8は,図5に示したタイプの3つの強化構造部
材1を接続するための接続部材81の事例を示してい
る。この場合も,3つの強化構造部材1のそれぞれはD
字形の接続部材81に挿入され,その後,その接続部材
81の端面83,上部面および下部面82に沿って接着
される。
[Seventh Embodiment] Next, a seventh embodiment will be described. FIG. 8 shows an example of a connecting member 81 for connecting three reinforced structural members 1 of the type shown in FIG. Also in this case, each of the three reinforced structural members 1 has D
It is inserted into the V-shaped connecting member 81, and then bonded along the end surface 83, the upper surface and the lower surface 82 of the connecting member 81.

【0044】〔実施例8〕次に,実施例8について説明
する。図9(a)から9(d)までは,上記第1の接続
方式を用いており,接続部材71,81を用いて接続さ
れた種々の形状を示している。これには,図9(a)に
示すクロス・ジャンクション,図9(b)に示すコーナ
ー・ジャンクション,図9(c)に示すT字形ジャンク
ション,そして,図9(d)に示すシリーズ・ジャンク
ション(直列結合)などがある。
[Embodiment 8] Next, Embodiment 8 will be described. 9 (a) to 9 (d) show the various shapes which are connected by using the first connecting method and the connecting members 71 and 81. This includes the cross junction shown in FIG. 9 (a), the corner junction shown in FIG. 9 (b), the T-shaped junction shown in FIG. 9 (c), and the series junction shown in FIG. 9 (d). Series coupling) etc.

【0045】〔実施例9〕次に,実施例9について説明
する。図10に示すように,図6に示した実施例のため
の接続方法として,接続部材を溝内に固定するために凹
部43,44に係合するように適合された張り出し(ov
erhanging)部分102を有する接続部材100が挿入さ
れる下からえぐり取ったような形状の凹部43,44を
有している。もう一方の部材の下からえぐりとったよう
な形状の凹部の溝に接続部材100の反対側における同
様の張り出し部分を挿入することによって,2つの部材
を保持することが可能になる。接続されるべきこれら2
つの強化構造部材1が接続部材100と係合すると,そ
れらの端面も係合接触状態になる。次に,これら接触面
101および103を接着することにより,恒久的な接
続状態となる。
[Ninth Embodiment] Next, a ninth embodiment will be described. As shown in FIG. 10, as a connection method for the embodiment shown in FIG. 6, an overhang (ov) adapted to engage the recesses 43, 44 for fixing the connection member in the groove.
The connecting member 100 having the erhanging portion 102 is provided with the recesses 43 and 44 which are shaped as if they were cut out from below. By inserting a similar overhanging portion on the opposite side of the connecting member 100 into the groove of a recess that is cut out from under the other member, it is possible to hold the two members. These two to be connected
When the one reinforced structural member 1 engages with the connecting member 100, their end faces also come into engagement contact. Next, the contact surfaces 101 and 103 are adhered to each other to establish a permanent connection state.

【0046】〔実施例10〕次に,実施例10について
説明する。接続部材100と係合するための,強化構造
部材1上のものと類似した下方からえぐられた溝111
を有する相互接続部材110を用いて,強化構造部材1
をT字形に接続することも可能である。図11は,接続
部材100と相互接続部材110を用いたT字形結合の
標準的な構造を示している。
[Embodiment 10] Next, Embodiment 10 will be described. Grooves 111 drilled from below similar to those on the reinforced structural member 1 for engaging the connecting member 100.
Using the interconnecting member 110 having
It is also possible to connect T in a T-shape. FIG. 11 shows a standard structure of a T-shaped connection using the connecting member 100 and the interconnecting member 110.

【0047】〔実施例11〕次に,実施例11について
説明する。図12(a)から12(d)までは,上記第
2の接続方式を用いており,接続部材100および(あ
るいは)相互接続部材110を用いて接続された種々の
形状を示している。これには,図12(a)に示すクロ
ス・ジャンクション,図12(b)に示すコーナー・ジ
ャンクション,図12(c)に示すT字形ジャンクショ
ン,そして,図12(d)に示すシリーズ・ジャンクシ
ョン(直列結合)などがある。このように,相互接続部
材110を用いた場合も,強化構造部材1を結合させる
ための種々の異なった構成が可能となる。
[Eleventh Embodiment] Next, an eleventh embodiment will be described. 12 (a) to 12 (d) use the second connection method described above and show various shapes connected using the connection member 100 and / or the interconnection member 110. This includes the cross junction shown in FIG. 12 (a), the corner junction shown in FIG. 12 (b), the T-shaped junction shown in FIG. 12 (c), and the series junction shown in FIG. 12 (d). Series coupling) etc. Thus, the use of the interconnection member 110 also allows for a variety of different configurations for joining the reinforced structural members 1.

【0048】〔実施例12〕次に,実施例12について
説明する。本発明に係る強化構造部材1は,多くの異な
った方法により構成することができる。例えば,図1に
示した構成は外枠と,それとは別に構成されたアーチ型
補強部材4を有しており,アーチ型補強部材4を現場で
外枠内に挿入するようにしている。また,これらの部材
は,ファイバー強化複合部材を用いて成型,あるいは,
押し出し加工により1回で形成することも可能である。
図13に示す別の製造方法にあっては,強化構造部材1
が2つの分割部分130,131により形成され,それ
らを直接貼り合せるか,あるいは,図13に示すよう
に,接着部材132を介して接着するようにしてもよ
い。強化構造部材1の分割部分130,131の端面が
接合されるウェブ部分135を有する接着部材132,
および,強化構造部材1の分割部分130,131の内
側の面136および外側の面134と接合するフランジ
部材133,これら2つの分割部分130,131と接
着部材132をこれら接触面で接着して,強化構造部材
1を形成する。
[Embodiment 12] Next, Embodiment 12 will be described. The reinforced structural member 1 according to the invention can be constructed in many different ways. For example, the structure shown in FIG. 1 has an outer frame and an arch-shaped reinforcing member 4 configured separately from the outer frame, and the arch-shaped reinforcing member 4 is inserted into the outer frame on site. In addition, these members are molded using fiber reinforced composite members, or
It is also possible to form it once by extrusion processing.
In another manufacturing method shown in FIG. 13, the reinforced structural member 1
May be formed by two divided portions 130 and 131, and they may be directly attached to each other, or may be adhered via an adhesive member 132 as shown in FIG. An adhesive member 132 having a web portion 135 to which end faces of the divided portions 130 and 131 of the reinforced structural member 1 are joined,
And a flange member 133 that joins the inner surface 136 and the outer surface 134 of the divided portions 130 and 131 of the reinforced structural member 1, and these two divided portions 130 and 131 and the adhesive member 132 are bonded at these contact surfaces, The reinforced structural member 1 is formed.

【0049】〔実施例13〕次に,実施例13について
説明する。図14は,1つの外枠内部の2つのアーチ型
補強部材64により構成されたマルチセル状構造部材を
示しており,この場合アーチ型補強部材64は3つ以上
であっても差し支えない。これらのアーチ型補強部材6
4は,図6に示されているようなリブ部材により分離す
るようにしてもよい。この場合も,空間62には発泡材
を充填してもよいし,または負荷を分散させるためのリ
ブ部材21を用いても構わない。
[Embodiment 13] Next, Embodiment 13 will be described. FIG. 14 shows a multi-cell structural member composed of two arch-shaped reinforcing members 64 inside one outer frame. In this case, the number of arch-shaped reinforcing members 64 may be three or more. These arch-shaped reinforcing members 6
The 4 may be separated by a rib member as shown in FIG. Also in this case, the space 62 may be filled with the foam material, or the rib member 21 for dispersing the load may be used.

【0050】〔上記各実施例の応用分野〕上記各実施例
に係る強化構造部材1は,いろいろな応用分野で用いる
ことができる。また,構造材,準構造材,および,非構
造材として用いることも可能である。例えば,建物,橋
梁,および,歩道などのために構造材あるいはクラッデ
ィング材として用いることも可能である。
[Application field of each of the above embodiments] The reinforced structural member 1 according to each of the above embodiments can be used in various application fields. It can also be used as a structural material, a quasi-structural material, and a non-structural material. For example, it can be used as a structural or cladding material for buildings, bridges, and sidewalks.

【0051】[0051]

【発明の効果】以上説明したように,本発明に係る強化
構造部材およびその強化構造部材と共に用いる接続部材
にあっては,基本的に長方形の横方向断面を有する外側
の外枠と,少なくとも1つの外枠内における薄板アーチ
型補強部材とにより構成され,少なくとも1つのアーチ
型補強部材が強化構造部材の軸に対して垂直な面でアー
チ型に構成されており,その端部が外枠の1つの部分の
両端近くの箇所間に伸びており,その中央部分において
向き合った面の近くに近付いている細長い強化構造部材
が提供されるため,床負荷,歩道負荷,車両負荷,建
物,および,橋梁などにおける圧力負荷を支えるための
構造,準構造,および,被覆材のような施工において必
要な強度を確保し,その安全性を保障することができ
る。
As described above, in the reinforced structural member and the connecting member used together with the reinforced structural member according to the present invention, the outer frame having the basically rectangular transverse cross section and at least 1 And a thin plate arch-shaped reinforcing member in one outer frame, and at least one arch-shaped reinforcing member is arch-shaped in a plane perpendicular to the axis of the reinforced structural member, and its end is Floor loads, sidewalk loads, vehicle loads, buildings, and, because of the provision of elongated reinforced structural members extending between points near the ends of one section and approaching opposite faces in its central section, It is possible to secure the strength required for construction such as structures for supporting the pressure load on bridges, substructures, and coating materials, and to ensure its safety.

【0052】また,本発明に係る強化構造部材およびそ
の強化構造部材と共に用いる接続部材にあっては,底面
コーナーおよび中間に負荷を十分に伝えることによって
力特性が改善されると同時に,縦方向での硬度を付与
し,幅広の上部フランジの局所的なバックリングと平面
内負荷に対する抵抗を防止する部材を提供することがで
きる。
Further, in the reinforced structural member according to the present invention and the connecting member used together with the reinforced structural member, the force characteristics are improved by sufficiently transmitting the load to the bottom corners and the middle, and at the same time, in the longitudinal direction. It is possible to provide a member that imparts hardness to the local upper ring and prevents local buckling of the wide upper flange and resistance to in-plane load.

【0053】また,本発明に係る強化構造部材およびそ
の強化構造部材と共に用いる接続部材にあっては,アー
チ型補強部材と,該アーチ型補強部材に向き合った負荷
支承面との間における間隔は発泡材が充填され,または
(および)それらの間に延びたリブ部材を用いるので,
さらに,その補強強度を向上させることができる。
Further, in the reinforced structural member and the connecting member used together with the reinforced structural member according to the present invention, the space between the arch-shaped reinforcing member and the load bearing surface facing the arch-shaped reinforcing member is foamed. Because the rib members are filled with material and / or extend between them,
Furthermore, the reinforcing strength can be improved.

【0054】また,本発明に係る強化構造部材およびそ
の強化構造部材と共に用いる接続部材にあっては,外枠
とアーチ型補強部材の両方ともファイバー強化複合材か
ら成型,あるいは,押し出し加工のいずれかの方法によ
って形成することができ,これによって必要な強度を有
すると同時に軽量の部材を実現することができる。
Further, in the reinforced structural member according to the present invention and the connecting member used together with the reinforced structural member, both the outer frame and the arch-shaped reinforcing member are either molded from the fiber reinforced composite material or extruded. Can be formed by the method described above, and thereby a lightweight member having the required strength can be realized.

【0055】また,本発明に係る強化構造部材およびそ
の強化構造部材と共に用いる接続部材にあっては,負荷
支承面に負荷がかかると,その負荷はアーチ型補強部材
を介して強化構造部材の底部に伝えられ,その部材の長
さ方向に沿って適切な箇所に配置された支えに伝えられ
る。アーチ型補強部材の端部が外側に広がらないように
するために,それらは,以下の2つの方法のいずれか1
つにより固定されている。すなわち,外枠の残りの部分
と同様の素材による平面シートを用いて,アーチ型補強
部材の端部を固定し,また,強化構造部材の底部も同様
の素材により形成するか,あるいはワイヤあるいはひも
などの引っ張り部材をその強化構造部材の長さ方向に間
隔をおいて用い,アーチ型補強部材の向き合っている側
を接続し,それらを所定の場所に保持するかのいずれか
の方法であり,これにより補強構造を実現するアーチ型
補強部材を強化構造部材に配備することができる。
Further, in the reinforced structural member according to the present invention and the connecting member used together with the reinforced structural member, when a load is applied to the load bearing surface, the load is transferred to the bottom of the reinforced structural member via the arch-shaped reinforcing member. Is transmitted to a support placed at an appropriate position along the length of the member. In order to prevent the ends of the arched stiffeners from spreading outwards, they are either one of the following two methods:
It is fixed by one. That is, a flat sheet made of the same material as the rest of the outer frame is used to fix the ends of the arch-shaped reinforcing member, and the bottom of the reinforced structural member is also made of the same material, or a wire or string is used. Is a method of connecting the opposite sides of the arch-shaped reinforcing member and holding them in place by using tension members such as the above-mentioned reinforcing members at intervals in the longitudinal direction of the reinforcing structural member, As a result, the arch-shaped reinforcing member that realizes the reinforcing structure can be provided in the reinforcing structural member.

【0056】また,本発明に係る強化構造部材およびそ
の強化構造部材と共に用いる接続部材にあっては,特に
大きな平面内力が発生するような場合に,より優れた性
能を提供するために逆アーチ型補強部材を用いる。この
ような場合,強化構造部材は,一方は上反り,他方は下
反りの2つの交差したアーチ型補強部材を用いることに
なる。これにより,アーチ型補強部材を上記したいずれ
の方法においても用いることができ,アーチ型補強部材
を固定するときに,外枠内においてアーチ型補強部材を
どちらの方法により固定すべきかを随時チェックする必
要がなくなり,作業効率を向上させることができる。
Further, in the reinforced structural member and the connecting member used together with the reinforced structural member according to the present invention, the reverse arch type is provided in order to provide better performance especially when a large in-plane force is generated. Use a reinforcing member. In such a case, the reinforcing structural member uses two intersecting arch-shaped reinforcing members, one of which is warped and the other of which is warped. As a result, the arch-shaped reinforcing member can be used in any of the methods described above, and when fixing the arch-shaped reinforcing member, it is always checked which method should fix the arch-shaped reinforcing member in the outer frame. It is not necessary and work efficiency can be improved.

【0057】また,本発明に係る強化構造部材およびそ
の強化構造部材と共に用いる接続部材にあっては,構造
部材を組み合わせて用いる場合,床,甲板,屋根,壁,
そして建物や橋梁の梁や柱,および,その他の形の構造
を形成するために,ユニットを相互に取りつけられるよ
うに接続部分を設けたので,作業性を著しく向上させる
ことができる。
Further, in the reinforced structural member according to the present invention and the connecting member used together with the reinforced structural member, when the structural members are used in combination, floor, deck, roof, wall,
Since the connecting portions are provided so that the units can be attached to each other in order to form the beams and columns of the building and the bridge and other structures, the workability can be remarkably improved.

【0058】さらに,本発明に係る強化構造部材および
その強化構造部材と共に用いる接続部材にあっては,懸
垂手段に取りつけられるようにするために懸垂部分を設
けたので,強化構造部材を架橋形式で用いることを容易
することができる。
Further, in the reinforced structural member and the connecting member used together with the reinforced structural member according to the present invention, since the suspending portion is provided so as to be attached to the suspending means, the reinforced structural member is formed in the bridge form. It can be used easily.

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

【図1】実施例1に係る強化構造部材の構成を示す説明
図である。
FIG. 1 is an explanatory diagram showing a configuration of a reinforced structural member according to a first embodiment.

【図2】実施例2に係る強化構造部材の構成を示す説明
図である。
FIG. 2 is an explanatory diagram showing a configuration of a reinforced structural member according to a second embodiment.

【図3】実施例3に係る強化構造部材の構成を示す説明
図である。
FIG. 3 is an explanatory diagram showing a configuration of a reinforced structural member according to a third embodiment.

【図4】実施例4に係る強化構造部材の構成を示す説明
図である。
FIG. 4 is an explanatory diagram showing a configuration of a reinforced structural member according to a fourth embodiment.

【図5】実施例5に係る強化構造部材の構成を示す説明
図である。
FIG. 5 is an explanatory diagram showing a configuration of a reinforced structural member according to a fifth embodiment.

【図6】実施例5に係る強化構造部材の構成を示す説明
図である。
FIG. 6 is an explanatory diagram showing a configuration of a reinforced structural member according to a fifth embodiment.

【図7】実施例6に係る強化構造部材の構成を示す説明
図である。
FIG. 7 is an explanatory diagram showing a structure of a reinforced structural member according to a sixth embodiment.

【図8】実施例7に係る強化構造部材の構成を示す説明
図である。
FIG. 8 is an explanatory diagram showing a configuration of a reinforced structural member according to Example 7.

【図9】実施例8に係る強化構造部材の構成を示す説明
図である。
FIG. 9 is an explanatory diagram showing a configuration of a reinforced structural member according to Example 8.

【図10】実施例9に係る強化構造部材の構成を示す説
明図である。
FIG. 10 is an explanatory diagram showing a configuration of a reinforced structural member according to Example 9.

【図11】実施例10に係る強化構造部材の構成を示す
説明図である。
FIG. 11 is an explanatory diagram showing a configuration of a reinforced structural member according to Example 10.

【図12】実施例11に係る強化構造部材の構成を示す
説明図である。
FIG. 12 is an explanatory diagram showing a configuration of a reinforced structural member according to Example 11.

【図13】実施例12に係る強化構造部材の構成を示す
説明図である。
FIG. 13 is an explanatory diagram showing a configuration of a reinforced structural member according to Example 12.

【図14】実施例13に係る強化構造部材の構成を示す
説明図である。
FIG. 14 is an explanatory diagram showing a configuration of a reinforced structural member according to Example 13.

【符号の説明】[Explanation of symbols]

1 強化構造部材 1a 負荷支承
面 2 空間 4 アーチ型補
強部材 7 凸部 8 凹部 20 空間 21 リブ部材 31,32 懸垂部分 41〜43 凹
部 51 第2のアーチ型補強部材 52 追加リブ
部材 62 空間 64 アーチ型
補強部材 71 接続部材 74 凸部 81 接続部材 100 接続部
材 110 相互接続部材 132 接着部
DESCRIPTION OF SYMBOLS 1 reinforced structural member 1a load bearing surface 2 space 4 arch type reinforcing member 7 convex part 8 concave part 20 space 21 rib member 31,32 suspension parts 41 to 43 concave part 51 second arch type reinforcing member 52 additional rib member 62 space 64 arch Mold reinforcement member 71 Connection member 74 Convex portion 81 Connection member 100 Connection member 110 Interconnection member 132 Adhesive member

Claims (20)

【特許請求の範囲】[Claims] 【請求項1】 実質的に長方形の断面を有する外枠と,
前記外枠内の少なくとも1つの薄板状アーチ型補強部材
を有する細長い強化構造部材において,前記少なくとも
1つのアーチ型補強部材が,前記強化構造部材の軸に対
して垂直な平面でアーチを構成しており,かつ,前記外
枠の1つの面の端近くの部分の間に延びており,その中
央部分で向き合った前記外枠の1つの面に近接している
ことを特徴とする強化構造部材。
1. An outer frame having a substantially rectangular cross section,
An elongated reinforced structural member having at least one thin plate arch-shaped reinforcing member in the outer frame, wherein the at least one arch-shaped reinforcing member constitutes an arch in a plane perpendicular to an axis of the reinforced structural member. And a reinforced structural member that extends between portions of the outer frame near one end of the outer frame and is close to one of the opposite faces of the outer frame at a central portion thereof.
【請求項2】 前記アーチ型補強部材が,前記強化構造
部材のほぼ全長に沿って延びていることを特徴とする請
求項1記載の強化構造部材。
2. The reinforced structural member according to claim 1, wherein the arched reinforcing member extends along substantially the entire length of the reinforced structural member.
【請求項3】 前記アーチ型補強部材が,反対方向に反
った,外枠内部に配置された2つのアーチ型部材により
構成されていることを特徴とする請求項1または2記載
の強化構造部材。
3. The reinforced structural member according to claim 1, wherein the arch-shaped reinforcing member is composed of two arch-shaped members that are arranged inside the outer frame and are warped in opposite directions. .
【請求項4】 前記2つのアーチ型補強部材が,相互に
交差していることを特徴とする請求項3記載の強化構造
部材。
4. The reinforced structural member according to claim 3, wherein the two arch-shaped reinforcing members intersect each other.
【請求項5】 前記外枠の凹部表面あるいは前記アーチ
型補強部材と前記外枠の向き合った表面との間に延びて
いる少なくとも1つのリブ部材を含んでいることを特徴
とする請求項1〜4のいずれか一つに記載の強化構造部
材。
5. At least one rib member extending between the concave surface of the outer frame or the arch-shaped reinforcing member and the facing surface of the outer frame is included. 4. The reinforced structural member according to any one of 4.
【請求項6】 外枠の表面あるいはアーチ型補強部材と
外枠との間に形成される少なくとも1つの空間に充填さ
れた発泡材を有していることを特徴とする請求項1〜5
のいずれか一つに記載の強化構造部材。
6. A foam material filled in at least one space formed between the outer frame and the surface of the outer frame or between the arch-shaped reinforcing member and the outer frame.
The reinforced structural member according to any one of 1.
【請求項7】 前記外枠が,ファイバー強化複合材料を
用いて成型,あるいは,押し出し加工されることを特徴
とする請求項1〜6のいずれか一つに記載の強化構造部
材。
7. The reinforced structural member according to claim 1, wherein the outer frame is molded or extruded using a fiber reinforced composite material.
【請求項8】 前記外枠あるいはアーチ型補強部材が,
ファイバー強化複合部材を用いて成型あるいは押し出し
されることを特徴とする請求項1〜7のいずれか一つに
記載の強化構造部材。
8. The outer frame or arch-shaped reinforcing member,
The reinforced structural member according to any one of claims 1 to 7, which is molded or extruded using a fiber reinforced composite member.
【請求項9】 前記外枠およびアーチ型補強部材が,一
体化されて成型あるいは押し出し加工されることを特徴
とする請求項1〜8のいずれか一つに記載の強化構造部
材。
9. The reinforced structural member according to claim 1, wherein the outer frame and the arch-shaped reinforcing member are integrally molded or extruded.
【請求項10】 前記外枠およびアーチ型補強部材が,
2つの部分に分けて成型あるいは押し出し加工され,そ
の後に相互に接着されることを特徴とする請求項1〜8
のいずれか一つに記載の強化構造部材。
10. The outer frame and the arch-shaped reinforcing member,
The molded or extruded parts are divided into two parts, which are then adhered to each other.
The reinforced structural member according to any one of 1.
【請求項11】 前記2つの部分が,接着部材を介して
接着されることを特徴とする請求項10記載の強化構造
部材。
11. The reinforced structural member according to claim 10, wherein the two parts are adhered via an adhesive member.
【請求項12】 前記外枠が,少なくとも1つ接続部を
含んでおり,他の1つの部材を直接あるいは接続部材を
介して接続できるようにすることを特徴とする請求項1
〜12のいずれか一つに記載の強化構造部材。
12. The outer frame includes at least one connecting portion so that another one member can be connected directly or via the connecting member.
Reinforcement structure member given in any 1 paragraph of ~ 12.
【請求項13】 前記接続部が,少なくとも前記外枠の
長い側面上に設けられた少なくとも1つの係合用凹部を
含んでいることを特徴とする請求項12記載の強化構造
部材。
13. The reinforced structural member according to claim 12, wherein the connecting portion includes at least one engaging recess provided on at least a long side surface of the outer frame.
【請求項14】 前記接続部が,少なくとも1つの下方
からえぐられた凹部を前記外枠の短い側面上に有してい
ることを特徴とする請求項12または13記載の強化構
造部材。
14. The reinforced structural member according to claim 12, wherein the connecting portion has at least one recess cut out from below on a short side surface of the outer frame.
【請求項15】 前記外枠が,少なくとも1つの貼り出
し部分を有しており,そこから細長い構造部材を吊すこ
とを特徴とする請求項1〜14のいずれか一つに記載の
強化構造部材。
15. The reinforced structural member according to claim 1, wherein the outer frame has at least one stick-out portion from which the elongated structural member is hung. .
【請求項16】 前記強化構造部材の一方の短い側面が
他方の短い側面を形成していることを特徴とする請求項
1〜15のいずれか一つに記載の強化構造部材。
16. The reinforced structural member according to claim 1, wherein one short side surface of the reinforced structural member forms the other short side surface.
【請求項17】 前記少なくとも1つの強化構造部材
が,ラミネートされていることを特徴とする請求項1〜
16のいずれか一つに記載の強化構造部材。
17. The at least one reinforced structural member is laminated.
16. The reinforced structural member according to any one of 16.
【請求項18】 基本的には薄板状で,前記接続部上の
係合用凹部と係合する凸部を有していることを特徴とす
る請求項13による強化構造部材と共に用いる接続部
材。
18. A connecting member for use with a reinforced structural member according to claim 13, which is basically thin plate-like and has a convex portion that engages with an engaging concave portion on the connecting portion.
【請求項19】 前記強化構造部材上の係合用凹部と係
合するための張り出し部分を有することを特徴とする請
求項14による強化構造部材と共に用いる接続部材。
19. A connecting member for use with a reinforced structural member according to claim 14, wherein the connection member has a projecting portion for engaging with an engaging recess on the reinforced structural member.
【請求項20】 前記少なくとも1つの細長い構造部材
を有することを特徴とする請求項1〜16のいずれか一
つに記載の強化構造部材。
20. A reinforced structural member according to any one of the preceding claims, characterized in that it comprises said at least one elongated structural member.
JP9303395A 1994-03-25 1995-03-27 Reinforced structure member and connecting member used together with said reinforced structure member Pending JPH084198A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB9405982A GB2287968B (en) 1994-03-25 1994-03-25 Reinforced structural member
GB9405982.1 1994-03-25

Publications (1)

Publication Number Publication Date
JPH084198A true JPH084198A (en) 1996-01-09

Family

ID=10752528

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9303395A Pending JPH084198A (en) 1994-03-25 1995-03-27 Reinforced structure member and connecting member used together with said reinforced structure member

Country Status (6)

Country Link
EP (1) EP0674059B1 (en)
JP (1) JPH084198A (en)
DE (1) DE69522730T2 (en)
DK (1) DK0674059T3 (en)
ES (1) ES2164743T3 (en)
GB (1) GB2287968B (en)

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KR101288957B1 (en) * 2011-07-05 2013-07-22 재단법인 포항산업과학연구원 Slab unit and stress distribution matching type slab using the same
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Also Published As

Publication number Publication date
DK0674059T3 (en) 2001-11-12
ES2164743T3 (en) 2002-03-01
GB2287968B (en) 1998-03-18
GB9405982D0 (en) 1994-05-11
DE69522730D1 (en) 2001-10-25
GB2287968A (en) 1995-10-04
DE69522730T2 (en) 2002-07-04
EP0674059B1 (en) 2001-09-19
EP0674059A1 (en) 1995-09-27

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