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GB2287968A - Reinforced structural member - Google Patents

Reinforced structural member Download PDF

Info

Publication number
GB2287968A
GB2287968A GB9405982A GB9405982A GB2287968A GB 2287968 A GB2287968 A GB 2287968A GB 9405982 A GB9405982 A GB 9405982A GB 9405982 A GB9405982 A GB 9405982A GB 2287968 A GB2287968 A GB 2287968A
Authority
GB
United Kingdom
Prior art keywords
structural member
elongate structural
arcuate
member according
elongate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
GB9405982A
Other versions
GB2287968B (en
GB9405982D0 (en
Inventor
Vahigh Peshkam
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.)
Mouchel Lg & Partners Ltd
Original Assignee
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 Mouchel Lg & Partners Ltd filed Critical Mouchel Lg & Partners Ltd
Priority to GB9405982A priority Critical patent/GB2287968B/en
Publication of GB9405982D0 publication Critical patent/GB9405982D0/en
Priority to DE1995622730 priority patent/DE69522730T2/en
Priority to ES95301871T priority patent/ES2164743T3/en
Priority to EP19950301871 priority patent/EP0674059B1/en
Priority to DK95301871T priority patent/DK0674059T3/en
Priority to JP9303395A priority patent/JPH084198A/en
Publication of GB2287968A publication Critical patent/GB2287968A/en
Application granted granted Critical
Publication of GB2287968B publication Critical patent/GB2287968B/en
Priority to US09/285,779 priority patent/US6226944B1/en
Priority to US09/801,047 priority patent/US6735916B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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)

Description

Reinforced Structural Member 2287968 The present invention relates to a
reinforced structural member for use in applications where load carrying capability is required, for example structural, semi-structural and cladding applications to carry floor loading, walkway loading, wheeled loading, pressure loading in buildings, bridges etc.
Traditionally solid members have been used in the above applications. Recently sectioned members have been proposed but these are mainly box-section members such as those described in WO 91/06421.
According to the present invention there is provided an elongate structural member comprising a structural outer shell of substantially rectangular lateral cross-section and at least one arcuate reinforcing member within said outer shell.
The present invention provides a member which has improved strength characteristics by efficiently transmitting loads to the bottom corners or intermediate points across the section, while providing stiffness in the longitudinal direction, preventing local buckling of the wide upper flange and resistance to in-plane loading.
It is envisaged that the space between the arcuate member and the load bearing surface opposing the arcuate surface may be filled with a foam material and/or may have rib members extending between them.
Both the outer shell and the arcuate member may be constructed by either moulding or pultruding them from fibre reinforced composite materials. This provides the member with the strength required whilst retaining a light weight 2 construction.
When load is applied to the load bearing surface, it is passed through the arch to the base of the structural member where it is transmitted to the supports at suitable points along the length of the member. In order to prevent the ends of the arch from splaying outwards they are restrained in one of two ways. Either, a planar sheet of a similar material to the rest of the outer shell is used to restrain the ends of the arch and also forms the base of the structural member or tension members such as wires or strips are provided spaced along the length of the structural member connecting the opposite sides of the arch to hold then in position.
It is also envisaged that to provide improved performance especially when high in-plane forces are encountered, reverse arching may be used. In such instances the structural member would contain two intersecting arcuate members, one hogging and one sagging.
If the structural members are to be used in combination, connecting portions may be provided to allow attachment of the units to each other to form floors, decks, roofs, walls, beams and columns of building, bridges and other forms of structure. If the structural members are to be suspended in use then hanger portions may be provided to allow attachment to the hanging means. 25 The present invention will be further described hereinafter with reference to the following description of exemplary embodiments and the accompanying drawings, in which:
Figure 1 shows an example of the basic configuration with i 0 - 3 the foam filled spandrels; Figure 2 shows the basic configuration with the reinforcing ribs provided between the arch and the load bearing surface; Figure 3 shows the embodiment of Figure 2 with hanger and connection portions for hanging and connecting the members in use; Figure 4 shows the embodiment of Figure 2 with connection portions for connecting the members together; Figure 5 shows a further embodiment with two intersecting arches; Figure 6 shows a multicellular embodiment of the present invention.
In the figures like parts are indicated by like reference numerals.
Figure 1 shows the basic configuration of a first embodiment of the present invention. The structural member comprises an outer member consisting of the load bearing surface 1, two side faces 5 and 6, a fourth face 3, and an arcuate member 4. Load applied to the structural member is passed through the load bearing surface 1 to the upper surface of the arcuate member 4. The load is supported by the strength of the arch and is passed to the ends 4a. As load is applied to the arch there is a tendency for the ends 4a to splay out unless they are restrained. This is achieved by the fourth face 3 which in use provides a tensioning force for holding the ends of the arch together and hence holding the arch in shape.
The space 2 defined between the convex surface 8 and the inside of the load bearing surface is filled with a foam material to help to distribute the load evenly to the arcuate member.
The arcuate member 4 may be formed as a single unit with the outer member (1,5,6,3) or formed separately and inserted into the outer member subsequently. Reinforcements 9 may also be used in the corners of the outer member to increase the overall stiffness and strength of the structural member. The reinforcement may be formed as part of the outer shell, part of the arcuate member or formed as a separate entity to be inserted into the outer member.
The structural member may also be constructed with or without a foam filling in the space 2 by using reinforcing ribs 21 to distribute the load more evenly onto the arcuate member, as shown in figure 2. The ribs may extend parallel to the axis of the structural member and perpendicular to the load bearing surface as in figure 2. However it is envisaged that there may be alternative ways of arranging the ribs, for example as in a fan like arrangement where the ribs are perpendicular to the axis of the structural member and perpendicular to a tangent at the point of intersection with the arcuate member.
In use the structural member may be used with several similar members adjacent to it to form a floor or deck and so on. They may also be configured with adjacent members perpendicular or at inclined angles. To accommodate this connection portions 41 and 42 as shown in figure 4 may be 4 included to facilitate connection to adjacent structural members.
C n The structural members may be used by resting them on supports or by hanging them from a hanging means such as wires. To this end the structural members may be provided with hanging portions 31 and 32 as shown in figure 3 to allow attachment to 5 such a hanging means.
Figure 5 shows an alternative construction of the present invention comprising two arcuate members which intersect each other. The second arcuate member 51 is curved in the opposite sense to the other arcuate member 4. Also extra ribs 52 may be included as well as the ribs 21 shown in figure 2. As with previous embodiments the spaces between the ribs may be filled with a foam material. Alternatively some or all of the ribs may be excluded completely whilst still using the foam filler as in the configuration shown for a single arch in figure 1. It is also envisaged that the arcuate members may not intersect such that their convex or their concave surfaces face each other.
A further embodiment of the present invention is shown in figure 6. This figure shows a multicellular structural member comprising two arcuate members 64 within a single outer member although it is envisaged that three or more arcuate members may be used. The arcuate members may be separated by rib members 61 as shown in figure 6. Again the spaces 62 may be filled with a foam material and/or have rib members 21 to distribute the load.

Claims (18)

C L A I M S
1. An elongate structural member comprising a structural outer shell of substantially rectangular lateral cross-section and at least one arcuate reinforcing member within said outer shell.
2. An elongate structural member according to claim 1 wherein said reinforcing member is arcuate in a plane 10 perpendicular to the axis of said structural member.
3. An elongate structural member according to claim 1 or 2 wherein said reinforcing member extends along substantially the entire length of said structural member.
4. An elongate structural member according to claim 1,2 or 3 wherein the or an arcuate member extends substantially across the width of said shell.
5. An elongate structural member according to any one of the preceding claims comprising two arcuate members contained within the outer shell such that the arcuate members curve in opposite senses.
6. An elongate structural member according to claim 5 wherein the two arcuate members intersect one another.
7. An elongate structural member according to any one of the previous claims comprising at least two arcuate members side by k i; 7 il side within the shell.
8. An elongate structural member according to claim 7 comprising at least one dividing rib extending between opposite 5 surfaces of the shell between adjacent arcuate members.
9. An elongate structural member according to any one of the preceding claims comprising at least one rib member extending between the convex surface of the or an arcuate member and the 10 opposing surface of the shell member.
10. An elongate structural member according to any one of the preceding claims comprising foam material in at least one space formed between the surface of the or an arcuate member and the 15 outer shell.
11. An elongate structural member according to any one of the preceding claims further comprising a plurality of separate tension members arranged between the edges of the or an arcuate 20 member arranged to restrain outward movement thereof.
12. An elongate structural member according to any one of the preceding claims wherein the outer shell is moulded or pultruded from a fibre reinforced composite material.
13. An elongate structural member according to any one of the preceding claims wherein the or an arcuate member is moulded or pultruded from a fibre reinforced composite material.
- 8
14. The elongate structural member according to any one of the preceding claims wherein the outer shell and the arcuate member are moulded or pultruded in an integral piece.
t i
15. An elongate structural member according to any one of 4the preceding claims wherein the outer member comprises at least one connection portion to allow connection to at least one other elongate structural member.
16. An elongate structural member according to any one of the preceding claims wherein the outer member comprises at least on hanger portion for hanging the elongate structural member from.
17. An elongate structural member constructed and arranged substantially as hereinbefore described with reference to the accompanying drawings.
18. A structure comprising at least one structural member according to any one of the preceding claims.
GB9405982A 1994-03-25 1994-03-25 Reinforced structural member Expired - Lifetime GB2287968B (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
GB9405982A GB2287968B (en) 1994-03-25 1994-03-25 Reinforced structural member
DK95301871T DK0674059T3 (en) 1994-03-25 1995-03-21 Reinforced building element
ES95301871T ES2164743T3 (en) 1994-03-25 1995-03-21 REINFORCED STRUCTURAL MEMBER.
EP19950301871 EP0674059B1 (en) 1994-03-25 1995-03-21 Reinforced structural member
DE1995622730 DE69522730T2 (en) 1994-03-25 1995-03-21 Reinforced component
JP9303395A JPH084198A (en) 1994-03-25 1995-03-27 Reinforced structural member and connecting member used with the reinforced structural member
US09/285,779 US6226944B1 (en) 1994-03-25 1999-04-05 Reinforced structural member
US09/801,047 US6735916B2 (en) 1994-03-25 2001-03-08 Reinforced structural member

Applications Claiming Priority (1)

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

Publications (3)

Publication Number Publication Date
GB9405982D0 GB9405982D0 (en) 1994-05-11
GB2287968A true GB2287968A (en) 1995-10-04
GB2287968B GB2287968B (en) 1998-03-18

Family

ID=10752528

Family Applications (1)

Application Number Title Priority Date Filing Date
GB9405982A Expired - Lifetime GB2287968B (en) 1994-03-25 1994-03-25 Reinforced structural 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)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2296729B (en) * 1995-01-03 1998-09-23 Pleydell Bouverie Reuben Longditudinal triangulated structural elements
JP3275052B2 (en) * 1996-03-19 2002-04-15 株式会社ユーモールド Vertical die casting method and equipment
GB2365031B (en) * 2000-07-13 2002-10-09 Lg Mouchel & Partners Ltd Flooring system
EP1233115A1 (en) * 2001-02-16 2002-08-21 Pietro Sacco Structural element for installation of floors in combination with boards of foam construction material
KR101254979B1 (en) * 2011-05-31 2013-04-17 재단법인 포항산업과학연구원 Stress distribution matching type structure
KR101288957B1 (en) * 2011-07-05 2013-07-22 재단법인 포항산업과학연구원 Slab unit and stress distribution matching type slab using the same
ES2632027B1 (en) * 2016-03-07 2018-08-14 Universidad De Extremadura PRE-MANUFACTURED PRE-MANUFACTURED PLATE WITH ARC INTERIOR STRUCTURE AND BUILT-FORGED STRUCTURE BASED ON SUCH PLATE
CN111502116B (en) * 2020-04-23 2022-09-16 义乌市圣涛装饰有限公司 Top beam structure of building body

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1008518A (en) * 1961-09-27 1965-10-27 Reynolds Metals Co Panel Construction and Method of Making the Same
GB1065579A (en) * 1963-08-08 1967-04-19 Franz Priesner Improvements in or relating to structural elements for building purposes
GB1132123A (en) * 1966-04-15 1968-10-30 Holme & Sons Ltd Walter Improvements in web beam structures
US4030265A (en) * 1975-10-24 1977-06-21 Allgood Jay R Arch beams and plates
GB1481053A (en) * 1973-10-09 1977-07-27 Int Environmental Dynamics Inc Prestressed polygonal concrete members
GB2170257A (en) * 1985-01-29 1986-07-30 Brian Frank Ashby Platform assembly
US4843777A (en) * 1987-01-13 1989-07-04 Yoshinobu Shimabukuro Wooden synthetic beam

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2362162A (en) * 1942-05-11 1944-11-07 Emile S Guignon Jr Unit building structure
US3331177A (en) * 1965-02-23 1967-07-18 William C Godfrey Structural building unit
DE1965272A1 (en) * 1969-12-29 1971-07-15 Wolff & Mueller Lightweight structural element of varying - density
US4181556A (en) * 1975-11-24 1980-01-01 Loewe Anstalt Composite panel materials and method of manufacture
DE3115760A1 (en) * 1981-04-18 1983-03-03 Otto Alfred Dr. 6600 Saarbrücken Becker Structural element, consisting of an envelope which encloses a cavity with a filler incorporated
GB2115452B (en) * 1982-02-10 1985-11-13 Corflex Inc Extruded structural system
DK147948C (en) * 1982-03-05 1985-07-15 Everlite As BUILDING PROFILE ELEMENT OF PLASTIC
DE8811686U1 (en) * 1988-09-15 1988-12-08 Mönch Kunststofftechnik GmbH, 6123 Bad König Hollow core panel
FR2689155B1 (en) * 1992-03-25 1994-05-20 Coflexip FLOOR OR ROOF SUPPORT OF HEAVY LOADS.
CA2070079C (en) * 1992-05-29 1997-06-10 Vittorio De Zen Thermoplastic structural system and components therefor and method of making same

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1008518A (en) * 1961-09-27 1965-10-27 Reynolds Metals Co Panel Construction and Method of Making the Same
GB1065579A (en) * 1963-08-08 1967-04-19 Franz Priesner Improvements in or relating to structural elements for building purposes
GB1132123A (en) * 1966-04-15 1968-10-30 Holme & Sons Ltd Walter Improvements in web beam structures
GB1481053A (en) * 1973-10-09 1977-07-27 Int Environmental Dynamics Inc Prestressed polygonal concrete members
US4030265A (en) * 1975-10-24 1977-06-21 Allgood Jay R Arch beams and plates
GB2170257A (en) * 1985-01-29 1986-07-30 Brian Frank Ashby Platform assembly
US4843777A (en) * 1987-01-13 1989-07-04 Yoshinobu Shimabukuro Wooden synthetic beam

Also Published As

Publication number Publication date
GB2287968B (en) 1998-03-18
ES2164743T3 (en) 2002-03-01
DK0674059T3 (en) 2001-11-12
GB9405982D0 (en) 1994-05-11
EP0674059B1 (en) 2001-09-19
JPH084198A (en) 1996-01-09
EP0674059A1 (en) 1995-09-27
DE69522730D1 (en) 2001-10-25
DE69522730T2 (en) 2002-07-04

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Legal Events

Date Code Title Description
732E Amendments to the register in respect of changes of name or changes affecting rights (sect. 32/1977)

Free format text: REGISTERED BETWEEN 20120906 AND 20120912

PE20 Patent expired after termination of 20 years

Expiry date: 20140324