GB2300237A - Nail plate - Google Patents

Nail plate Download PDF

Info

Publication number
GB2300237A
GB2300237A GB9608498A GB9608498A GB2300237A GB 2300237 A GB2300237 A GB 2300237A GB 9608498 A GB9608498 A GB 9608498A GB 9608498 A GB9608498 A GB 9608498A GB 2300237 A GB2300237 A GB 2300237A
Authority
GB
United Kingdom
Prior art keywords
nail plate
nail
members
timber
plate
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.)
Withdrawn
Application number
GB9608498A
Other versions
GB9608498D0 (en
Inventor
Luke Richard John Whale
Julian Philip Marcroft
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.)
Aldershot GNS Ltd
Original Assignee
Gang Nail Systems 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 Gang Nail Systems Ltd filed Critical Gang Nail Systems Ltd
Publication of GB9608498D0 publication Critical patent/GB9608498D0/en
Publication of GB2300237A publication Critical patent/GB2300237A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • 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
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B15/00Nails; Staples
    • F16B15/0023Nail plates
    • F16B15/003Nail plates with teeth cut out from the material of the plate
    • F16B15/0046Nail plates with teeth cut out from the material of the plate from the body of the plate

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

9 1 A Nail Plate Connector 2300237 The invention relates to a nail plate
for connecting together two timber members.
The connection of timber members by use of nail plates is becoming more and more popular. A nail plate consists of a metallic plate member from which is pressed an array of nail members which then extend substantially perpendicular to the plane of the plate member. These connectors are then pressed into the side faces of abutting timber members so as to overlap the interface between the members and thereby form a rigid connection which is capable of withstanding substantial loading.
To date, nail plates have nearly always been manufactured with a generally rectangular overall shape. Nail plates of different sizes and different width-to-length ratios are well known. Normally, the size of nail plates used to form a particular connection are selected so that all of the nail members of the nail plate are securely embedded in the timber members.
It has been found that the overall strength and stiffness of the connection can be improved if the nail plates are increased in size so as to provide an increased area of connection between each nail plate and the respective timber members. However, a mere increase in size of rectangular nail plates produces situations wherein sharp comers of the nail plates project beyond the timber members themselves. This is clearly hazardous during manufacture and subsequent handling and therefore nail plates of different shapes have been contemplated. L-shaped and T-shaped nail plates have been proposed which increase the area of connection between the nail plate and the respective timber members at right-angled comers and T-joints but it has been found that nail plates of these shapes do not necessarily provide a proportional increase in the strength of the connection.
2 It is an object of the present invention to provide a nail plate for connecting together two timber members in a manner such that the strength of the connection thereby produced is improved.
The invention provides a nail plate as set out in claim 1. Further and advantageous features are set out in the subsidiary claims.
The advantage of the invention over the prior art lies in the combination of the increase in the area of the connection between the connector and the timber members combined with the absence of haza dous projections. Also, the provision of the at least one web portion allows a smooth stress distribution to be provided.
Embodiments of the invention wil accompanying drawings, wherein:
1 now be described with reference to the Figures la, 2a, 3a, 4a and 5a each show, in plan view, alternative nail plates falling within the scope of the invention; and Figures 1b, 2b, 3b, 4b and 5b each illustrate the nail plates of the aforementioned figures in use.
A variety of non-rectangular nail plates is illustrated in the drawings. In each case, the nail plate is used to connect together two timber members whose longitudinal axes lie substantially perpendicular to one another. In Figures I (b), 2(b) and 3(b), two timber members abut one another to form a T-joint. In Figures 4(b) and 5(b), the timber members form a right-angled comer. Corresponding nail plates are normally provided on opposite sides of the connection.
Figure I shows a nail plate connector 10 which is essentially trapezoidal in shape. The connector 10 has a first connecting portion 12 and a second connecting portion 14 for direct connection with the timber members. Web portions 16 extend between the first and second portions 12,14. No hazardous sharp comers are present in the edges of the webs 16 between the first and second connecting portions 12,14.
Figure 2 illustrates a connector portion 20 which is similar to that shown in Figure 1. Again, first and second connecting portions 22,24 are provided with web portions 26 extending therebetween. The only difference between the connector 20 and the connector 10 is the shape of the second connecting portion 14,24.
3 Figure 3 illustrates a further alternative embodiment similar to the embodiment shown in Figure I but with a first portion 32 which has an increased area. The webs 36 extend between the first and second portions 32,34 but terminate substantially halfway along the length of the first connecting portion 32.
Figures 4 and 5 illustrate comer connectors 40,50. In each case, a first portion 42,52 is provided for direct connection with the first member and a second connecting portion 44,54 is provided for direct connection with second timber member. A web 46,56 extends therebetween. The only difference between the connector illustrated in Figure 4 and the connector illustrated in Figure 5 is the shape of the second connecting portion 44,54.
In all cases, the nail plate connector is manufactured from sheet steel. The nail projections are pressed from the main body of the connector so that the projections extend substantially perpendicular to the plane of the main body. The nail projections extend over substantially the entire area of the nail plate connector. The nail projections are preferably arranged in rows and spaced at a distance of between 5mm and 30mm. Each connector is brought into effect merely by pressing into the sides of the abutting timber members which are to be connected.
The provision of at least one web portion between the first and second connecting portions allows a smooth distribution of stresses when the timber framework is placed under loading. The majority of joints which require to be fabricated during the manufacture of timber-frame panels are T-joints, and right angled comers. The nail plate connectors described above all improve the strength and rigidity of such connections without introducing hazardous angular comers whilst increasing the overall area of the nail plate connector and maintaining smooth stress distributions.
Connectors such as those described above are particularly suitable for use in connecting the timber components of prefabricated items such as wall panels and roof trusses. Many other applications will also be suitable and apparent to the skilled reader. The connectors also lend themselves to applications in which a plurality of connectors can be pressed into place by means of automated pressing apparatus.
Further advantageous features and alternatives will be apparent to a reader skilled in the art.
4

Claims (10)

1. A nail plate for connecting together two timber members whose longitudinal axes lie substantially perpendicular to one another, having first and second connecting portions for direct connection with the timber members and at least one web portion having a continuous edge extending between the first and second connecting portions.
2. A nail plate as claimed in claim 1, wherein the continuous edge is substantially straight.
3. A nail plate as claimed in claim 2, wherein the overall shape of the nail plate is trapezoidal.
4. A nail plate as claimed in claim 2, wherein the nail plate has a trapezoidal portion conjoined with a rectangular portion.
5. A nail plate as claimed in claim 4, wherein the rectangular portion lies adjacent the shorter parallel side of the trapezoidal portion.
6. A nail plate as claimed in claim 4, wherein the rectangular portion lies adjacent the longer parallel side of the trapezoidal portion.
7. A nail plate as claimed in claim 2, wherein the overall shape of the nail plate is that of a right-angled triangle with one acute comer truncated.
8. A nail plate as claimed in claim 2, wherein the overall shape of the nail plate is that of a right-angled triangle with both acute comers truncated.
9. A nail plate as claimed in any one of the preceding claims, wherein nai members are provided in the first and second connecting portions and also in the or each web portion.
10. A nail plate for connecting together two timber members substantially as hereinbefore described with reference to any one of the embodiments shown in the accompanying drawings.
GB9608498A 1995-04-26 1996-04-25 Nail plate Withdrawn GB2300237A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB9508459A GB2300203A (en) 1995-04-26 1995-04-26 A timber-frame panel

Publications (2)

Publication Number Publication Date
GB9608498D0 GB9608498D0 (en) 1996-07-03
GB2300237A true GB2300237A (en) 1996-10-30

Family

ID=10773540

Family Applications (3)

Application Number Title Priority Date Filing Date
GB9508459A Withdrawn GB2300203A (en) 1995-04-26 1995-04-26 A timber-frame panel
GB9608498A Withdrawn GB2300237A (en) 1995-04-26 1996-04-25 Nail plate
GB9608496A Expired - Lifetime GB2300204B (en) 1995-04-26 1996-04-25 A timber-frame panel

Family Applications Before (1)

Application Number Title Priority Date Filing Date
GB9508459A Withdrawn GB2300203A (en) 1995-04-26 1995-04-26 A timber-frame panel

Family Applications After (1)

Application Number Title Priority Date Filing Date
GB9608496A Expired - Lifetime GB2300204B (en) 1995-04-26 1996-04-25 A timber-frame panel

Country Status (1)

Country Link
GB (3) GB2300203A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2339809B (en) * 1998-06-19 2002-12-31 John Hinton Timber frame construction
IE991099A1 (en) * 1998-12-23 2000-07-26 Maca R & D Ltd A construction of load bearing timber wall

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB313962A (en) * 1928-06-20 1930-02-13 Paul Johan De Gruyter An improved metal dowel for wooden beams
GB391257A (en) * 1930-03-19 1933-04-27 Aeint Hermann De Boer Jr Improvements in or relating to gusset or reinforcing plates for timber
GB1281801A (en) * 1971-01-12 1972-07-19 Visick & Sons Ltd W Connector
US3828514A (en) * 1971-10-08 1974-08-13 Automated Building Components Structural joint and connector plate therefor
GB2026124A (en) * 1978-07-17 1980-01-30 Moehlenpah Walter George Structural joint
US4641480A (en) * 1985-06-03 1987-02-10 Inter-Lock Steel Company, Inc. Combination connector plate and tail truss
US4730971A (en) * 1985-09-23 1988-03-15 Sinii Lin Spike plate for joining two or more separate parts
GB2259923A (en) * 1991-09-10 1993-03-31 David Anthony Carter "Fencing connectors"

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4648216A (en) * 1983-07-26 1987-03-10 Gang-Nail Systems Inc. Prefabricated building

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB313962A (en) * 1928-06-20 1930-02-13 Paul Johan De Gruyter An improved metal dowel for wooden beams
GB391257A (en) * 1930-03-19 1933-04-27 Aeint Hermann De Boer Jr Improvements in or relating to gusset or reinforcing plates for timber
GB1281801A (en) * 1971-01-12 1972-07-19 Visick & Sons Ltd W Connector
US3828514A (en) * 1971-10-08 1974-08-13 Automated Building Components Structural joint and connector plate therefor
GB2026124A (en) * 1978-07-17 1980-01-30 Moehlenpah Walter George Structural joint
US4641480A (en) * 1985-06-03 1987-02-10 Inter-Lock Steel Company, Inc. Combination connector plate and tail truss
US4730971A (en) * 1985-09-23 1988-03-15 Sinii Lin Spike plate for joining two or more separate parts
GB2259923A (en) * 1991-09-10 1993-03-31 David Anthony Carter "Fencing connectors"

Also Published As

Publication number Publication date
GB2300204B (en) 1998-12-02
IE960318A1 (en) 1996-10-30
GB9508459D0 (en) 1995-06-14
GB2300203A (en) 1996-10-30
GB9608496D0 (en) 1996-07-03
GB2300204A (en) 1996-10-30
GB9608498D0 (en) 1996-07-03

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Legal Events

Date Code Title Description
WAP Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)