WO1990006408A1 - Floor structure - Google Patents

Floor structure Download PDF

Info

Publication number
WO1990006408A1
WO1990006408A1 PCT/SE1989/000670 SE8900670W WO9006408A1 WO 1990006408 A1 WO1990006408 A1 WO 1990006408A1 SE 8900670 W SE8900670 W SE 8900670W WO 9006408 A1 WO9006408 A1 WO 9006408A1
Authority
WO
WIPO (PCT)
Prior art keywords
beams
floor
secondary beams
pairs
cabinets
Prior art date
Application number
PCT/SE1989/000670
Other languages
English (en)
French (fr)
Inventor
Jan-Erik BRÄND
Original Assignee
Hedemora Ab
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 Hedemora Ab filed Critical Hedemora Ab
Publication of WO1990006408A1 publication Critical patent/WO1990006408A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02458Framework supporting the panels
    • HELECTRICITY
    • H04ELECTRIC COMMUNICATION TECHNIQUE
    • H04QSELECTING
    • H04Q1/00Details of selecting apparatus or arrangements
    • H04Q1/02Constructional details
    • H04Q1/10Exchange station construction
    • HELECTRICITY
    • H04ELECTRIC COMMUNICATION TECHNIQUE
    • H04QSELECTING
    • H04Q1/00Details of selecting apparatus or arrangements
    • H04Q1/02Constructional details
    • H04Q1/11Protection against environment

Definitions

  • the present invention relates to a floor structure for switching stations or the like, adapted to support, in an upper room, switch cabinets and other heavy equip ⁇ ment from which conduits, e.g. electric cables, are in ⁇ tended to be passed through the floor to a lower room adapted to accommodate conduits extending between and from different cabinets, said floor structure comprising an upper floor supported by a system, of beams comprising a first set of beams, or main beams, and a second set of beams, or secondary beams, substantially perpendicular to said main beams.
  • Background of the invention Floors for switching stations and other types of cen ⁇ tral control units must possess special qualitites.
  • Such floors have to allow the passage of a great number of con ⁇ duits within a limited area, for example under a switch cabinet, and furthermore, the adjacent areas must be dimen- sioned to withstand the strain when heavy equipment is moved into and out of the switching station, often by means of various loading machines. Since the risk of fire in such rooms is considerable, the floor should also be as airtight as possible and made of fireproof material so as to prevent a fire from spreading. It is also for many other reasons desirable to have an airtight floor, for ex ⁇ ample because a switching station is ventilated with large amounts of air for cooling the equipment, and for cost- saving purposes the floor should be as airtight as pos- sible so that any leakage of air with ensuing loss of energy can be avoided.
  • switching stations must constantly be pressurised so that a gas discharge in other parts of the mill does not spread to the switching station.
  • There are two main types of switching stations namely stations with low-level floors where the subjacent cable room does not have full standing height but is about 0.8 m high so that the cables are laid from above after parts of the - ' ⁇ ⁇ floor have been taken up, and stations with high-level floors where the cable room has a height of about 2 m so "that the cables are laid by an operator standing in the cable room, in which case there is no need to remove the overlying floor.
  • the first type of floors for switching stations has previously often been made by placing, usu ⁇ ally in a loose manner, high-strength panels made of, for example, steel or compressed particle board, and therefore difficult to pierce, on a system of beams comprising main beams and secondary beams.
  • high-strength panels made of, for example, steel or compressed particle board, and therefore difficult to pierce, on a system of beams comprising main beams and secondary beams.
  • one or more pa ⁇ nels have been replaced by other, more easily .pierceable panels, e.g. cassettes with mineral wool insulation. It is, however, not possible to make this type of floor air ⁇ tight, since gaps arise between individual panels and at the edges of the mineral wool cassettes.
  • this floor is, how ⁇ ever, very seldom of the high-level type and is usually cast in concrete, the cables being pulled through holes made when the floor was cast or drilled afterwards.
  • This construction is very expensive and requires very careful planning regarding the locations of the holes in the floor. If the cabling is changed afterwards, the holes must be made amongst the sensitive electric equipment which thus can be soiled. It would therefore be desirable if the floor could be made of a close-fitted and conse ⁇ quently airtight, fireproof material which is easy to pierce for cabling and capable of supporting heavy equip- ment.
  • the object of the present invention is therefore to provide a floor structure comprising both high-strength zones and zones easily pierceable for cabling, and an upper floor consisting of one continuous, and therefore airtight panel unit of fireproof material.
  • this object is achieved in that the secon- dary beams are placed in pairs under the cabinets which they carry, while the main beams support not only the se ⁇ condary beams, but also sheet-metal profile sections ex ⁇ tending between said pairs of secondary beams and adapted to carry the upper floor which is in the form of a single fire-resistant panel unit separating the two rooms from one another in an airtight fashion, such that one obtains an airtight floor with easily pierceable conduit lead-in zones between the beams forming part of said pairs of se- condary beams, as well as high-strength supporting zones between said pairs of secondary beams, adapted to serve as transport surfaces for e.g.
  • FIG. 1 is a partly cut away perspective view of a switching station comprising the floor struc ⁇ ture according to the invention
  • FIG. 2 is a sectional view of part of a switching sta ⁇ tion floor, and of the subjacent cable room, and
  • Fig. 3 is a perspective view of a joint between a pair of secondary beams and a main beam. Detailed description of a preferred embodiment
  • the building shown in Fig. 1 represents a switching station for supplying power to, for example, an industry, but the floor structure according to the invention may be used just as well for other types of central control units, such as computer centres and control centres.
  • the numeral 1 designates an upper room, or equip- ment room
  • 2 designates a lower room, or cable room, wherein all the cables 3 extending from and between the different apparatuses and the switch cabinets 4 in the equipment room are located.
  • the cable compartment and the equipment room are separated by a special, so-called high- level floor, i.e. the cable room under the floor has full standing height so that the operator can, without diffi ⁇ culty, stand upright therein and carry out the necessary cabling work.
  • the headroom between the beams in the cable room is preferably about 2 m.
  • the construction of the floor is shown in more detail in Figs 2 and 3.
  • the system of beams comprises main beams 5 and secondary beams 6 sup- ported by pillars 7, the distance between the main beams being about 2.5 m, while the distance between the pillars in the longitudinal direction of the main beams may be about 4 m.
  • Cable racks 8 are disposed at a certain level under the system of beams and are, by means of brackets 9, suspended from the pillars. Thus, the cables 3 from the cabinets 4 can be disposed on these cable racks in a simple and well-arranged manner.
  • An upper floor 10 is dis ⁇ posed on top of the secondary beams and consists, in the preferred embodiment, of fibreglass-reinforced gypsum boards, about 600 x 2400 mm, arranged in three overlapping layers glued together to form a continuous panel unit com ⁇ pletely separating the equipment room from the cable room below.
  • adjustable braces 11 are arranged to bear against the walls of the cable room, which may be made of con ⁇ crete.
  • the secondary beams are arranged in pairs under each row of cabinets in order to support these. The area within each pair of se ⁇ condary beams is free, while the area between each pair of secondary beams, i.e.
  • a supporting member 12 in the form of a sheet metal section, of trapezoidal profile carrying the upper floor and forming a construction which is suffi- ciently strong for the transports in question, has been provided. Since the secondary beams and the profiled sheet metal sections are of different height, the main beam 5 has been given a special construction. As is appar ⁇ ent from Fig.
  • this beam thus comprises a lower U-shaped structural member, the two flanges 17,17' of which are turned upwards from the web 18 and have upper inwardly bent edge portions 19,19', and an upper U-shaped struc- tural member whose flanges 20,21' are turned downwards from the web 21 of the structural member and have lower outwardly bent edge portions 22,22' fixed to the inwardly bent edge portions of the lower U-shaped structural mem- . ber.
  • the main beam has a completely closed box, sec ⁇ tion with supporting surfaces located in two separate planes, i.e. two lower supporting surfaces 13 for the se ⁇ condary beams, and one upper supporting surface 14 for the sheet metal sections.
  • gauge blocks 23 are arranged to connect the secondary beams on each side of the main beam with one another.
  • the construc ⁇ tion of the finished floor is best seen in Fig. 2.
  • the pair of secondary beams support the cabinets 4 along their longitudinal edges and define an area or zone 15 between the beams 6 forming part of the pair of secondary beams, where the cables 3 can be passed through after holes have been made in the easily pierceable gypsum floor 10.
  • a zone 16 is defined between the pair of secondary beams and is intended to serve as a transport surface. Therefore, the floor need not be easily pierceable in this zone, and a sheet metal section 12 can be conveniently laid to rein ⁇ force the upper floor. Since the upper floor can be made of one single material covering the whole area without interruptions or joints, there is obtained a very tight fireproof floor suited for various types of central con ⁇ trol units. To maintain the airtightness and the excellent fireproofness, the upper floor should be sealed round each cable lead-in by means of a suitable fireproof composi ⁇ tion. Naturally, the invention may be modified in many ways within the scope of the appended claims. For example, it is possible to use many different materials for the beams, the sheet metal sections and the upper floor which can also be used in many different forms, without depart ⁇ ing from the inventive idea.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • Health & Medical Sciences (AREA)
  • Toxicology (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Building Environments (AREA)
PCT/SE1989/000670 1988-11-28 1989-11-20 Floor structure WO1990006408A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE8804292-4 1988-11-28
SE8804292A SE462600B (sv) 1988-11-28 1988-11-28 Installationsgolv foer staellverk eller liknande

Publications (1)

Publication Number Publication Date
WO1990006408A1 true WO1990006408A1 (en) 1990-06-14

Family

ID=20374084

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SE1989/000670 WO1990006408A1 (en) 1988-11-28 1989-11-20 Floor structure

Country Status (3)

Country Link
AU (1) AU4632289A (sv)
SE (1) SE462600B (sv)
WO (1) WO1990006408A1 (sv)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2743102A1 (fr) * 1995-12-28 1997-07-04 Steel Systemes Support antisismique de plancher technique notamment pour salle d'informatique
NL1017447C2 (nl) * 2001-02-26 2002-08-27 Adrianus Hendrik Van Der Sluis Werkwijze voor het aanbrengen van een verhoogde vloer op een galerij, balkon of dergelijke alsmede raamwerk bestemd voor het uitvoeren van de werkwijze.

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2956652A (en) * 1958-08-15 1960-10-18 Liskey Aluminum Elevated false floor
DE2942257A1 (de) * 1979-10-19 1981-04-30 Erich Kalthoff GmbH & Co, 5800 Hagen-Haspe Doppelboden, bestehend aus bodenplatten und einer auf einem rohboden abgestuetzten unterkonstruktion
GB2099472A (en) * 1981-06-02 1982-12-08 Robertson Co H H Floor comprising conduits
DE3144815C2 (de) * 1981-11-11 1985-06-20 Paul 6456 Langenselbold Gutermuth Aufgeständerter Boden für feuchte Arbeitsräume

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2956652A (en) * 1958-08-15 1960-10-18 Liskey Aluminum Elevated false floor
DE2942257A1 (de) * 1979-10-19 1981-04-30 Erich Kalthoff GmbH & Co, 5800 Hagen-Haspe Doppelboden, bestehend aus bodenplatten und einer auf einem rohboden abgestuetzten unterkonstruktion
GB2099472A (en) * 1981-06-02 1982-12-08 Robertson Co H H Floor comprising conduits
DE3144815C2 (de) * 1981-11-11 1985-06-20 Paul 6456 Langenselbold Gutermuth Aufgeständerter Boden für feuchte Arbeitsräume

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2743102A1 (fr) * 1995-12-28 1997-07-04 Steel Systemes Support antisismique de plancher technique notamment pour salle d'informatique
NL1017447C2 (nl) * 2001-02-26 2002-08-27 Adrianus Hendrik Van Der Sluis Werkwijze voor het aanbrengen van een verhoogde vloer op een galerij, balkon of dergelijke alsmede raamwerk bestemd voor het uitvoeren van de werkwijze.

Also Published As

Publication number Publication date
SE462600B (sv) 1990-07-23
SE8804292D0 (sv) 1988-11-28
SE8804292L (sv) 1990-05-29
AU4632289A (en) 1990-06-26

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