GB808977A - Method of connecting structural concrete members - Google Patents
Method of connecting structural concrete membersInfo
- Publication number
- GB808977A GB808977A GB3215355A GB3215355A GB808977A GB 808977 A GB808977 A GB 808977A GB 3215355 A GB3215355 A GB 3215355A GB 3215355 A GB3215355 A GB 3215355A GB 808977 A GB808977 A GB 808977A
- Authority
- GB
- United Kingdom
- Prior art keywords
- column
- beams
- welded
- connector
- cast
- 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
808,977. Joints in concrete beams and columns. REVESZ, S. Feb. 11, 1957 [Nov. 10, 1955], No. 32153/55. Class 20(4) A joint between a pre-cast beam 22 and a pre-cast concrete column 20 comprises a rigid metal connector 26 lying partially within and projecting laterally from the column on top of which rests a plurality of load transmitting strirrups 25 which are embedded in the beam. The column has a vertical slot 21 in which stirrups 23 are cast to form a bearing at its lower part. The beams have longitudinal slots 24 in their ends in which the stirrups 25 form a bearing at their upper parts. The connector 26 consists of a flat metal plate 27 having reinforcing bars 28 welded on both edges and is passed through the slot 21 in the column so that its projecting ends are received in slots 24 in the beams. The slots 21, 24 and remaining spaces between the column and beams are filled with concrete grout. In modifications, Figs. 4 and 5 (not shown) a connector comprises a metal tube having diametrically opposite flat metal webs welded on the tube and reinforcing bars welded to the outer edges of the webs and is used where beams are subject to torsional forces. When a beam is to be joined to a column a vertical bar is welded to the end of the connector and cast or grouted in the column, Fig. 7 (not shown). Two beams at right angles are connected to a column, Fig. 8 (not shown) by casting two connectors in the column, each welded to the other at right angles, one of which has a vertical bar welded to it as in the case of a single beam connection. Figs. 9 and 10 (not shown) illustrate a connection of four beams at right angles to each other to a column having one connector deeper than the other with an aperture in it through which the smaller connector passes. A modified connector may consist of upper and lower bars connected by welded zig-zag transverse bars of smaller diameter. Fig. 11 (not shown).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB3215355A GB808977A (en) | 1955-11-10 | 1955-11-10 | Method of connecting structural concrete members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB3215355A GB808977A (en) | 1955-11-10 | 1955-11-10 | Method of connecting structural concrete members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB808977A true GB808977A (en) | 1959-02-18 |
Family
ID=10334111
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB3215355A Expired GB808977A (en) | 1955-11-10 | 1955-11-10 | Method of connecting structural concrete members |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB808977A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004031498A1 (en) * | 2002-10-01 | 2004-04-15 | Teräspeikko Oy | Arrangement for forming a joint between a beam and a console |
| CN109610339A (en) * | 2018-12-29 | 2019-04-12 | 湖南科技大学 | Concrete continuous rigid structure bridge assembled unbalanced-loading preventing thrustor and its construction method |
| CN112942573A (en) * | 2021-02-19 | 2021-06-11 | 山东建筑大学 | Assembled beam-column node mortise-tenon structure and construction method |
-
1955
- 1955-11-10 GB GB3215355A patent/GB808977A/en not_active Expired
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN109610339A (en) * | 2018-12-29 | 2019-04-12 | 湖南科技大学 | Concrete continuous rigid structure bridge assembled unbalanced-loading preventing thrustor and its construction method |
| CN109610339B (en) * | 2018-12-29 | 2024-02-20 | 湖南科技大学 | Assembled type unbalanced load preventing pushing device for concrete continuous rigid frame bridge and construction method thereof |
| CN112942573A (en) * | 2021-02-19 | 2021-06-11 | 山东建筑大学 | Assembled beam-column node mortise-tenon structure and construction method |
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