DE10043834A1 - Structural board for triple-chamber wall building has ribs and anchors to withstand vertical and horizontal loads - Google Patents

Structural board for triple-chamber wall building has ribs and anchors to withstand vertical and horizontal loads

Info

Publication number
DE10043834A1
DE10043834A1 DE2000143834 DE10043834A DE10043834A1 DE 10043834 A1 DE10043834 A1 DE 10043834A1 DE 2000143834 DE2000143834 DE 2000143834 DE 10043834 A DE10043834 A DE 10043834A DE 10043834 A1 DE10043834 A1 DE 10043834A1
Authority
DE
Germany
Prior art keywords
anchors
ribs
triple
chamber wall
wall building
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.)
Withdrawn
Application number
DE2000143834
Other languages
German (de)
Inventor
Horst Kuepper
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE2000143834 priority Critical patent/DE10043834A1/en
Publication of DE10043834A1 publication Critical patent/DE10043834A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood

Abstract

The boards are designed to withstand loads and have marginal ribs and anchors. The cross sectional surface area of each rib is at least forty square centimetres.

Description

Einraster-TafelCatch member panel

Einraster-Tafel, die in ihrer Ebene sowohl lotrecht als auch waagerecht belastet werden, brauchen nur für die Aufnahme der lotrechten Gesamtlast FH bemessen zu werden, wenn folgende Voraussetzungen erfüllt sind:

  • a) Maße, Konstruktion und Werkstoffe entsprechen mindestens den Angaben, in Bild 2; die Querschnittfläche jeder Rippe beträgt mindestens 40 cm2, die Dicke der Beplankung hm ist ≥ b/50; bei Verwendung anderer Nageldurchmesser oder von Klammern ist maximal im Verhältnis der zulässigen Belastungen der Verbindungsmittel umzurechnen; die Tafeln dürfen auch verleimt sein,
  • b) Höchstwerte der Horizontallast FH betragen für:
    • - einseitige Beplankung FH = 4,0 kN DIN 1052 (siehe Grafik Seite 1)
    • - beidseitige Beplankung FH = 5,0 kN DR. KÜPPER HAUS® (siehe Grafik Seite 1)
  • c) der Anschluss der Anker-Zugkraft Z, infolge FH an die Randrippe nach DIN 1052 Teil 1, Abschnitt II, 4.2.1 sowie der Anschluss von FH im Wandfußpunkt werden nachgewiesen.
  • d) die Beplankung werden für die anteilige Aufnahme der Lasten FH nicht berücksichtigt.
  • e) beim Nachweis der Flächenpressung in Schwellenbereich der lotrechten Rippen infolge FH wird kDL nach DIN 1052 Teil 1, Abschnitt 5.1.11, mit 1,0 angenommen.
  • f) die Angaben unter den Aufzählungen a bis e gelten auch für Tafeln, bei denen die Schwelle mit der druckbeanspruchten Randrippe endet, wenn die Tafel an dieser Stelle mit einer Querwand oder einem gleichwertigen Bauteil kraftschlüssig verbunden ist.
Snap-in panels that are loaded both vertically and horizontally in their level only need to be dimensioned to accommodate the total vertical load F H if the following requirements are met:
  • a) Dimensions, construction and materials correspond at least to the information in Figure 2; the cross-sectional area of each rib is at least 40 cm 2 , the thickness of the cladding h m is ≥ b / 50; when using other nail diameters or brackets, the maximum is to be converted in relation to the permissible loads on the connecting means; the boards can also be glued,
  • b) Maximum values of the horizontal load F H are for:
    • - one-sided cladding F H = 4.0 kN DIN 1052 (see graphic on page 1)
    • - planking on both sides F H = 5.0 kN DR. KÜPPER HAUS® (see graphic on page 1)
  • c) the connection of the anchor tensile force Z, as a result of F H to the edge rib according to DIN 1052 Part 1, Section II, 4.2.1 and the connection of F H at the base of the wall are verified.
  • d) the planking is not taken into account for the proportional absorption of the loads F H.
  • e) when verifying the surface pressure in the threshold area of the vertical ribs as a result of F H , k DL according to DIN 1052 Part 1, Section 5.1.11 is assumed to be 1.0.
  • f) the information in the lists a to e also apply to panels where the threshold ends with the compressive edge rib if the panel is non-positively connected to a transverse wall or an equivalent component at this point.

Mehrraster-TafelnMore raster panels

Für Mehrraster-Tafeln nach DIN 1052 Teil 1, Abschnitt II.4.2., und der Ausführung nach Bild 2 gilt in Ergänzung zu Abschnitt 8.1 folgendes:

  • a) für die anteilige Horizontallast je Raster gelten die Höchstwerte nach Abschnitt 8.1, Aufzählung b.
  • b) die Anker-Zugkraft ZÁ braucht nur am zugbeanspruchten Rand der Gesamttafel aufgenommen zu werden.
For multi-grid panels according to DIN 1052 Part 1, Section II.4.2., And the version according to Figure 2, the following applies in addition to Section 8.1:
  • a) for the proportional horizontal load per grid, the maximum values according to section 8.1, list b apply.
  • b) The anchor tensile force Z Á only needs to be absorbed at the edge of the overall panel that is subjected to tensile stress.

Claims (1)

Für diese Offenlegungsschrift wurde kein Patentanspruch eingereicht. No patent claim has been filed for this disclosure.
DE2000143834 2000-09-06 2000-09-06 Structural board for triple-chamber wall building has ribs and anchors to withstand vertical and horizontal loads Withdrawn DE10043834A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE2000143834 DE10043834A1 (en) 2000-09-06 2000-09-06 Structural board for triple-chamber wall building has ribs and anchors to withstand vertical and horizontal loads

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE2000143834 DE10043834A1 (en) 2000-09-06 2000-09-06 Structural board for triple-chamber wall building has ribs and anchors to withstand vertical and horizontal loads

Publications (1)

Publication Number Publication Date
DE10043834A1 true DE10043834A1 (en) 2003-05-08

Family

ID=7655138

Family Applications (1)

Application Number Title Priority Date Filing Date
DE2000143834 Withdrawn DE10043834A1 (en) 2000-09-06 2000-09-06 Structural board for triple-chamber wall building has ribs and anchors to withstand vertical and horizontal loads

Country Status (1)

Country Link
DE (1) DE10043834A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005002877A1 (en) * 2005-01-21 2006-08-03 Frank Sieve Process to produce a sandwich plate by which a first plate part is surrounded by frame and second is laid on first and hardening insulating material is inserted inbetween parts; device to carry out process
FR2976955A1 (en) * 2011-06-27 2012-12-28 Bois Fabrication Construction Innovation Wood-based panel for constructing wall of individual home, has bracing veil shifted transversely relative to external surface according to gap corresponding to width portion of upright to make veil to protrude transversely from upright

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005002877A1 (en) * 2005-01-21 2006-08-03 Frank Sieve Process to produce a sandwich plate by which a first plate part is surrounded by frame and second is laid on first and hardening insulating material is inserted inbetween parts; device to carry out process
FR2976955A1 (en) * 2011-06-27 2012-12-28 Bois Fabrication Construction Innovation Wood-based panel for constructing wall of individual home, has bracing veil shifted transversely relative to external surface according to gap corresponding to width portion of upright to make veil to protrude transversely from upright

Similar Documents

Publication Publication Date Title
US5333426A (en) Wood frame construction system with prefabricated components
DE20005877U1 (en) Connection system for panels
DE10043834A1 (en) Structural board for triple-chamber wall building has ribs and anchors to withstand vertical and horizontal loads
DE202016008552U1 (en) Brick cladding system
DE2352444A1 (en) FIRE-RESISTANT WALLS MADE OF COMPONENTS, IN PARTICULAR FOR USE IN SHIPBUILDING
DE202021102201U1 (en) Construction panel and shower floor element using the same
DE2520255A1 (en) LIGHTWEIGHT CONSTRUCTION ELEMENTS
EP3327212A1 (en) House-building kit for prefabricated wooden house construction
EP3971361A1 (en) Loam panel
DE19535912C2 (en) House with gable walls and a gable roof
DE10335091A1 (en) Compound sandwich panel for use in e.g. construction of prefabricated houses has inner double-corrugated structure
DE19743412C2 (en) Transport and assembly anchors
DE3203314A1 (en) Roof structure
CN106854903A (en) A kind of removable disaster relief room of antidetonation fire prevention
EP0618409A2 (en) Under floor heating system for floors
JP3902847B2 (en) Unit building with balcony
US20110089303A1 (en) Lightweight support for photovoltaic facilities
DE8135490U1 (en) GLUED WOODEN CARRIER FOR CONSTRUCTION
DE10348767B3 (en) Method for producing a compound ceiling for residential and industrial buildings involves formation of a ceiling core of prefabricated insulating elements, and a top cover with a reinforcing and monolithic concrete
DE1911535A1 (en) Quartz grain coating for sound and heat - insulating sheets
AT163050B (en) Reinforced concrete beam ceiling
DE1889565U (en) GRID DOUBLE SHELL SUPPORT PLATE.
DE20217264U1 (en) Heat-insulating composite system for the lowermost section of building facades comprises insulating plates fixed on a sub base using a reduced number of plugs
AT10581U1 (en) SKELETON KELLER
DE29907457U1 (en) Holzpfosten- u. Panel system construction for simple buildings of all kinds

Legal Events

Date Code Title Description
OP8 Request for examination as to paragraph 44 patent law
8139 Disposal/non-payment of the annual fee