GB1303465A - - Google Patents
Info
- Publication number
- GB1303465A GB1303465A GB5362870A GB5362870A GB1303465A GB 1303465 A GB1303465 A GB 1303465A GB 5362870 A GB5362870 A GB 5362870A GB 5362870 A GB5362870 A GB 5362870A GB 1303465 A GB1303465 A GB 1303465A
- Authority
- GB
- United Kingdom
- Prior art keywords
- frame
- tower
- corner
- fixed
- sleeve
- 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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
- E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Stringed Musical Instruments (AREA)
- Cartons (AREA)
- Supports For Plants (AREA)
Abstract
1303465 Scaffold towers; lattice towers MANNESMANN LEICHTBAU GmbH 11 Nov 1970 [12 Nov 1969 3 Sept 1970] 53628/70 Headings E1K and E1S A lattice tower is of polygonal plan form and consists of a number of rigid horizontal frames, e.g. 3 connected together by a number of vertical frames, e.g. 7, each tower section comprising one such frame 7 for each side of the tower, and each frame 7 having a vertical corner member 8 with two equi-length braces 9 extending from near one end of member 8 to an apex whereat the frame 7 is detachably secured to the mid-point of the corner member 8 of the adjacent frame 7. In the embodiment shown, a slotted sleeve 13 is fixed to braces 9, the sleeve carrying a captive wedge 15 which can engage a peripheral groove 11 of a sleeve 10 fixed to the member 8, from which extends a further brace 16. Tubular sleeves 2, each carrying two captive wedges 5, are fixed to each corner of each frame 3, and can receive the peripherally grooved ends of vertically-adjacent corner members 8 to lock them in position, when a horizontal frame 3 is provided between each tower section. Alternatively, only a top and a bottom frame 3 may be provided, vertically-adjacent frames 7 being coupled together simply by tubular sleeves such as 2 with locking wedges. Adjustable feet 17 and heads 19 are provided, the latter being laterally braced. The tower may have a triangular plan form, Fig. 2 (not shown). (For Figures see next page)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE1957913A DE1957913C3 (en) | 1969-11-12 | 1969-11-12 | Composable framework support |
DE19702044446 DE2044446C3 (en) | 1970-09-03 | Composable framework support |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1303465A true GB1303465A (en) | 1973-01-17 |
Family
ID=25758133
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB5362870A Expired GB1303465A (en) | 1969-11-12 | 1970-11-11 |
Country Status (8)
Country | Link |
---|---|
AT (1) | AT314797B (en) |
BE (1) | BE758844A (en) |
CH (1) | CH524748A (en) |
ES (1) | ES194768Y (en) |
FR (1) | FR2069263A5 (en) |
GB (1) | GB1303465A (en) |
NL (1) | NL7016620A (en) |
SE (1) | SE369327B (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2184192A (en) * | 1985-11-26 | 1987-06-17 | Grayston Central Services | Scaffolding element |
ES2133076A1 (en) * | 1996-10-22 | 1999-08-16 | Ingenieria Encofrados Servi Sl | Structure for supporting loads |
CN106285164A (en) * | 2016-08-31 | 2017-01-04 | 中国矿业大学(北京) | A kind of lattice wind turbine tower |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2421253A1 (en) * | 1978-03-30 | 1979-10-26 | Cambon Michel | DEVICE TO VARY THE HEIGHT OF THE POSTS OF A SCAFFOLDING-TOWER |
GB2147681B (en) * | 1983-10-08 | 1988-04-13 | Kwikform Ltd Gkn | Builders scaffolding |
EP1016766A1 (en) * | 1998-12-29 | 2000-07-05 | Tatsuo Ono | Frames and structures assembled by same |
DE19948081A1 (en) * | 1999-10-06 | 2001-05-17 | Niels Hollmann | Scaffolding to support heavy loads |
WO2005090710A1 (en) * | 2004-03-16 | 2005-09-29 | Ulma C Y E S. Coop. | Stanchion with bracing means |
-
0
- BE BE758844D patent/BE758844A/en unknown
-
1970
- 1970-10-27 AT AT965670A patent/AT314797B/en not_active IP Right Cessation
- 1970-11-10 FR FR7040452A patent/FR2069263A5/fr not_active Expired
- 1970-11-11 GB GB5362870A patent/GB1303465A/en not_active Expired
- 1970-11-11 CH CH1668370A patent/CH524748A/en not_active IP Right Cessation
- 1970-11-11 ES ES1970194768U patent/ES194768Y/en not_active Expired
- 1970-11-12 NL NL7016620A patent/NL7016620A/xx unknown
- 1970-11-12 SE SE1531670A patent/SE369327B/xx unknown
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2184192A (en) * | 1985-11-26 | 1987-06-17 | Grayston Central Services | Scaffolding element |
ES2133076A1 (en) * | 1996-10-22 | 1999-08-16 | Ingenieria Encofrados Servi Sl | Structure for supporting loads |
CN106285164A (en) * | 2016-08-31 | 2017-01-04 | 中国矿业大学(北京) | A kind of lattice wind turbine tower |
Also Published As
Publication number | Publication date |
---|---|
NL7016620A (en) | 1971-05-14 |
ES194768U (en) | 1975-01-16 |
CH524748A (en) | 1972-06-30 |
AT314797B (en) | 1974-04-25 |
FR2069263A5 (en) | 1971-09-03 |
SE369327B (en) | 1974-08-19 |
ES194768Y (en) | 1975-06-01 |
BE758844A (en) | 1971-04-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PS | Patent sealed | ||
PLNP | Patent lapsed through nonpayment of renewal fees |