GB1025614A - Improvements in connectors for structural members - Google Patents
Improvements in connectors for structural membersInfo
- Publication number
- GB1025614A GB1025614A GB3088462A GB3088462A GB1025614A GB 1025614 A GB1025614 A GB 1025614A GB 3088462 A GB3088462 A GB 3088462A GB 3088462 A GB3088462 A GB 3088462A GB 1025614 A GB1025614 A GB 1025614A
- Authority
- GB
- United Kingdom
- Prior art keywords
- components
- bolt
- hole
- members
- concrete
- 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.)
- Expired
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
Abstract
1,025,614. Bolted joints. JOHN LAING CONSTRUCTION Ltd., and R. J.M.SUTHERLAND. Aug. 9, 1963 [Aug. 11, 1962], No. 30884/62. Heading B3U. [Also in Division E1] A connector for abutting structural members (Figs. 8 and 9) comprises a pair of coupling components 1, 11 with flat frictionally-engageable surfaces, each projecting from the abutment face of a respective member such as beams M, N, and both having bolt holes 4, 14 to be brought into register in the correctly assembled state of the members M, N, one hole, e.g. 4, being substantially larger than the other, and a bolt 6 to clamp the components so as to withstand a predetermined disruptive force or couple acting on the members M, N. The hole 4 is preferably of the order of twice the diameter of the bolt 6. Both of the components 1, 11 are of U-form and one is a snug fit within the limbs of the other, the holes being in interengageable yokes 2, 12 between the limbs which have outward flanges 3, 13 having a clearance therebetween when the components are clamped. A bolt carrying a nut 9 is placed between the beams M, N close to their top edges, with its threaded end in the hole 5 in the beam M and its head in the recess 15 in the beam N, the nut 9 being against a washer 10 around the hole 5. The gap between the beams M, N is filled with concrete or cement grouting. In another form (Figs. 10 and 14) there are two components 21, 27 and the component 21 in a beam N is downwardly open, its yoke resting on the corresponding edge of the tongue 27. The member 21 may also be tied to the beam N by means of a shear bar 25 welded thereto. The socket 21 has holes 30 registering with a hole in the tongue 27 for a bolt. The gap between the abutting surfaces is filled with concrete. Another embodiment relates to a friction grip connector as applied to a joint between an edge beam M and a floor slab N, both of precast concrete, wherein a pair of coupling flat tongues overlap in the assembled state of the members M, N, to which they are secured, and the mating edges of which are complementarily rebated, the beam M having a projecting head flush with its undersurface and the slab N having a similar head N flush with its upper surface for overlap on assembly. Both heads are interrupted by pockets around the tongues providing a clearance to tighten the clamping bolt. The upper gap between the components is finally filled with grout or dry mortar packing and the pockets with concrete. There may be additional holes for bolts in both components.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3088462A GB1025614A (en) | 1962-08-11 | 1962-08-11 | Improvements in connectors for structural members |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3088462A GB1025614A (en) | 1962-08-11 | 1962-08-11 | Improvements in connectors for structural members |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1025614A true GB1025614A (en) | 1966-04-14 |
Family
ID=10314636
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3088462A Expired GB1025614A (en) | 1962-08-11 | 1962-08-11 | Improvements in connectors for structural members |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB1025614A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2487883A1 (en) * | 1980-08-04 | 1982-02-05 | Fromont Michel | Reinforced concrete structural beams - are used in bending and have thin sheet steel side plates to equalise stress |
WO2004031498A1 (en) * | 2002-10-01 | 2004-04-15 | Teräspeikko Oy | Arrangement for forming a joint between a beam and a console |
WO2008116448A2 (en) * | 2007-03-23 | 2008-10-02 | Max Frank Gmbh & Co. Kg | Reinforced concrete construction for a building |
WO2014043826A1 (en) * | 2012-09-21 | 2014-03-27 | Soluciones Integrales De Reducción De Vibraciones | System and method for beam-column connection |
-
1962
- 1962-08-11 GB GB3088462A patent/GB1025614A/en not_active Expired
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2487883A1 (en) * | 1980-08-04 | 1982-02-05 | Fromont Michel | Reinforced concrete structural beams - are used in bending and have thin sheet steel side plates to equalise stress |
WO2004031498A1 (en) * | 2002-10-01 | 2004-04-15 | Teräspeikko Oy | Arrangement for forming a joint between a beam and a console |
ES2288105A1 (en) * | 2002-10-01 | 2007-12-16 | Teraspeikko Oy | Arrangement for forming a joint between a beam and a console |
WO2008116448A2 (en) * | 2007-03-23 | 2008-10-02 | Max Frank Gmbh & Co. Kg | Reinforced concrete construction for a building |
WO2008116448A3 (en) * | 2007-03-23 | 2009-06-25 | Frank Gmbh & Co Kg Max | Reinforced concrete construction for a building |
WO2014043826A1 (en) * | 2012-09-21 | 2014-03-27 | Soluciones Integrales De Reducción De Vibraciones | System and method for beam-column connection |
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