WO1991011575A1 - Toiture de chantier provisoire en elements coulissants inferieurs et superieurs - Google Patents
Toiture de chantier provisoire en elements coulissants inferieurs et superieurs Download PDFInfo
- Publication number
- WO1991011575A1 WO1991011575A1 PCT/CH1990/000023 CH9000023W WO9111575A1 WO 1991011575 A1 WO1991011575 A1 WO 1991011575A1 CH 9000023 W CH9000023 W CH 9000023W WO 9111575 A1 WO9111575 A1 WO 9111575A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- rails
- roofs
- scaffolding
- scaffold
- attached
- Prior art date
Links
- 238000010276 construction Methods 0.000 claims abstract description 17
- 238000000034 method Methods 0.000 claims abstract 10
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 claims 1
- 239000002985 plastic film Substances 0.000 claims 1
- 229920006255 plastic film Polymers 0.000 claims 1
- -1 sheet Substances 0.000 claims 1
- 230000004075 alteration Effects 0.000 abstract 1
- 238000000418 atomic force spectrum Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 210000003462 vein Anatomy 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/3455—Wheeled arch-type structures
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/242—Safety or protective measures preventing damage to building parts or finishing work during construction for temporarily covering the whole worksite, e.g. building, trench
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/28—Safety or protective measures preventing damage to building parts or finishing work during construction against unfavourable weather influence
Definitions
- the object of the present invention was to solve the following problem:
- the entire construction site was provided with a provisional roof.
- the inventor of the provisional site covering described below can circumvent these disadvantages in a clever way by providing at least two roofs that are equipped with running veins on the side and are each placed on a pair of horizontal running rails, so that the roofs are under if necessary - or can be pushed over one another.
- one or the other roof section for example for crane work, can be pushed aside to have sufficient access.
- the entire construction site area is covered during the night and during heavy rainfall.
- Fig. 1 a cross section is shown, on which the house to be converted and above, for example, two movable roof parts 1 and 2 are shown below.
- both roof parts 1 and 2 it can be seen that they are mounted on wheels 3, which in turn move on rails. In this way it is possible to move the two roof parts 1 and 2 back and forth as desired.
- a very simple and light steel ear construction with cross struts was chosen for these two roof parts, which can be covered with tarpaulin, plastic or sheet metal. So that the roof width can be adapted to the respective needs, there are two options: 1st possibility: It. additional commercially available scaffolding elements are added to the roof, making the roof wider.
- Option 2 The individual roof parts have an articulated connection on the gable, so that their slope and thus their width can be changed.
- An adjustable horizontal tie rod helps with this roof width setting and also gives the roof part the necessary support.
- a maximum roof width of 30 m is normally provided.
- a very simple solution could also be found for the scaffolding, which must carry the entire emergency roof, by using a commercially available tubular steel scaffolding 5. However, this is set up with an additional reinforcement of the frame or with a double frame guide so that it can withstand the enormous forces caused by the weight of the movable roof parts.
- the reinforced tubular steel frame is anchored to the house wall at certain points 7, so that sufficient stability is also achieved for lateral forces.
- a U-shaped scaffolding bracket 6 is mounted on the reinforced tubular steel frame 5, on which the rails for both the lower and the upper roof part are mounted.
- the rails which have to bear the enormous weight of the roof parts, lie exactly vertically one above the other, so that the force curve of the contact forces of the upper roof part comes in exactly the same line like those of the lower roof part.
- both parts are provided with a lattice support 8, which is at the top on the outer corner of the U-shaped scaffolding console 6 and further is attached below at the level of the first anchor 7 with the house on the tubular steel frame 5.
- the first roof part 1 can be easily put on when setting up the provisional canopy, it is important that the entire U-shaped scaffolding bracket 6 is not mounted on the steel ear scaffold 5 from the start, because then the upper half of this Scaffolding console 6 would stand in the way when putting on the first roof part 1. For this reason, the scaffolding bracket 6 has been constructed in two parts, so that it is possible to mount the upper half of this scaffolding bracket 6 only after the first roof part 1 has been put on.
- the scaffolding console 6 is adjustable in height. This is because the roof parts 1 and 2 are adjustable in width and thus also in their gable height.
- the scaffolding console 6 must be able to be adjusted to a greater height in the case of a steeper roof.
- This adjustability was realized by the fact that the middle vertical part of the scaffolding console 6 consists of a square tube, while the two horizontal legs of the same consist of double-T beams at the top and bottom. So that the two tube halves can be pushed telescopically into each other from the upper and lower part of the scaffolding console 6, the thickness of the upper tube half was chosen larger than that of the lower. In our concrete example, we have an 18 cm wide square tube at the top, while we only have one of 16 cm at the bottom. The height of the scaffolding console 6 can thus be adjusted (for example between 1.5 and 3.2 m). Once set, you can use Locking screws can be fixed.
- Fig. 2 the whole emergency roof construction is shown again from the side.
- the lower roof part 1 and the upper roof part 2 which overlap slightly when the construction site is fully covered.
- the wheels 3 and the rails 9 can also be seen.
- the U-shaped scaffolding consoles 6, which in our case are at a distance of approximately 3 m from one another, are firmly connected to one another both by the rails 9 and by cross struts.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Movable Scaffolding (AREA)
- Tents Or Canopies (AREA)
Abstract
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI914613A FI914613A0 (fi) | 1990-02-02 | 1991-10-01 | Provisorisk taktaeckning foer byggnadsplats av flyttbara undre och oevre element. |
NO91913851A NO913851L (no) | 1988-10-21 | 1991-10-01 | Provisorisk overdekking av byggested av under- og overskyvbare elementer. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH5066/87A CH675611A5 (fr) | 1987-12-24 | 1987-12-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1991011575A1 true WO1991011575A1 (fr) | 1991-08-08 |
Family
ID=4287367
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CH1990/000023 WO1991011575A1 (fr) | 1987-12-24 | 1990-02-02 | Toiture de chantier provisoire en elements coulissants inferieurs et superieurs |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0466693A1 (fr) |
CH (1) | CH675611A5 (fr) |
WO (1) | WO1991011575A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2346920A (en) * | 1999-02-12 | 2000-08-23 | Philip Rudolph Enos | Roof cover |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1017240C2 (nl) * | 2001-01-30 | 2002-07-31 | Reco Holding B V | Werkwijze en inrichting voor het opbouwen van een steiger, in het bijzonder voor bouw en onderhoud. |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1684162A1 (de) * | 1966-08-03 | 1969-10-30 | Albert Brassel | Schutzhalle fuer Baustellen |
DE2253103A1 (de) * | 1971-11-04 | 1973-05-17 | Omega Geruestbau Gmbh | Insbesondere bei der abdeckung von baustellen waehrend des winters zu verwendendes tragwerk |
DE2459240B1 (de) * | 1974-12-14 | 1976-02-26 | Huennebeck Gmbh | Winterbaudach |
EP0183294A1 (fr) * | 1984-11-15 | 1986-06-04 | Consolidated Beheer B.V. | Dispositif pour le recouvrement provisoire d'au moins une partie de bâtiment |
-
1987
- 1987-12-24 CH CH5066/87A patent/CH675611A5/de not_active IP Right Cessation
-
1990
- 1990-02-02 WO PCT/CH1990/000023 patent/WO1991011575A1/fr not_active Application Discontinuation
- 1990-02-02 EP EP90901732A patent/EP0466693A1/fr not_active Ceased
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1684162A1 (de) * | 1966-08-03 | 1969-10-30 | Albert Brassel | Schutzhalle fuer Baustellen |
DE2253103A1 (de) * | 1971-11-04 | 1973-05-17 | Omega Geruestbau Gmbh | Insbesondere bei der abdeckung von baustellen waehrend des winters zu verwendendes tragwerk |
DE2459240B1 (de) * | 1974-12-14 | 1976-02-26 | Huennebeck Gmbh | Winterbaudach |
EP0183294A1 (fr) * | 1984-11-15 | 1986-06-04 | Consolidated Beheer B.V. | Dispositif pour le recouvrement provisoire d'au moins une partie de bâtiment |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2346920A (en) * | 1999-02-12 | 2000-08-23 | Philip Rudolph Enos | Roof cover |
Also Published As
Publication number | Publication date |
---|---|
CH675611A5 (fr) | 1990-10-15 |
EP0466693A1 (fr) | 1992-01-22 |
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