SU1311627A3 - Joint of shape-formed sheets of building panel sheathing - Google Patents

Joint of shape-formed sheets of building panel sheathing Download PDF

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Publication number
SU1311627A3
SU1311627A3 SU823512801A SU3512801A SU1311627A3 SU 1311627 A3 SU1311627 A3 SU 1311627A3 SU 823512801 A SU823512801 A SU 823512801A SU 3512801 A SU3512801 A SU 3512801A SU 1311627 A3 SU1311627 A3 SU 1311627A3
Authority
SU
USSR - Soviet Union
Prior art keywords
joint
section
lower section
groove
elements
Prior art date
Application number
SU823512801A
Other languages
Russian (ru)
Inventor
Мартти Эса
Original Assignee
Терясхаллит Ой (Фирма)
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 Терясхаллит Ой (Фирма) filed Critical Терясхаллит Ой (Фирма)
Application granted granted Critical
Publication of SU1311627A3 publication Critical patent/SU1311627A3/en

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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
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

In a device for joining building elements (A, B), an overlapping joint is included between tow corrugated surface plates (3). The joint consists of an upper section (14) and a lower section (16) in an overlapping relationship with each other. The end (22) of upper section (14) is bent inwards and the height of the upper section (14) at the end (22) is less than the maximum height of the lower section (16). The lower (14) and the upper (16) section belong to the first (A) and second (B) building elements respectively. The two building elements are designed to form a known tongue and groove joint to each other in the direction of the main plane of the elements (A, B) and at right angles to the extension of the wave crests and troughs of the surface plates (3). In order to make the aforementioned groove and tongue joint possible, the lower section (16) is designed with obliquely inclining sliding plane (18) in the opposite direction to the other element (B) on and along which the end (22) of the upper section (14) is offset over the lower section (16) during the jointing of the elements (A, B). The purpose of this is to create the aforementioned overlapping joint as the same time as the groove and tongue joint is formed.<IMAGE>

Description

Изобретение откоситс  к строительству , а именно к соединени м профилированных листов обшивок строительных панелей.The invention deviates to construction, namely to the joints of profiled sheets of claddings of building panels.

Целью изобретени   вл етс  улучшение герметичности соединени  панелей.The aim of the invention is to improve the tightness of the connection panels.

На фиг, 1 изображена строительна  панель с профилированными обшивками; на фиг. 2 - фрагмент соединени  панелей , . .Fig. 1 shows a building panel with profiled casings; in fig. 2 - fragment of the joining of panels,. .

Соединение профилированных листов обшивок 1 строительных панелей 2 и 3, лежащих в одной плоскости, содержит нахлесточный гребень 4 одной панели с отгибом 5 в сторону другой панели , причем высота гребн  4 у отгиба 5 меньше, чем максимальна  высота нижележащего гофра 6 другой панели.The connection of the profiled sheets of linings 1 of construction panels 2 and 3 lying in the same plane contains an overlap ridge 4 of one panel with bend 5 towards the other panel, with the height of the crest 4 of the bend 5 less than the maximum height of the underlying corrugation 6 of the other panel.

Строительные панели 2 и 3 содержат нижнюю обшивку 7 коробчатого сечени  с образованием торцовых профилей 8 и 9, В полости обшивки 7 размещен слой утеплител  10, Профилированна  обшивка 1 относительно сло  утеплител  расположена с зазором 11 причем профилированна  обшивка 1 прикреплена к металлической или дерев нной решетке 12, а над слоем утеплител  10 размеш;ен дополнительньш изолирующий слой 13.The construction panels 2 and 3 contain the bottom casing 7 of the box section with the formation of the end profiles 8 and 9, in the cavity of the casing 7 there is a layer of insulation 10, profiled covering 1 relative to the insulation layer is located with a gap 11 and the shaped covering 1 is attached to the metal or wood grid 12 , and above the layer of insulation 10 is mixed; additional insulation layer 13 is added.

Торцовый профиль 8 выполнен с уплотнителем 14, закрепленным в продольном направлении шва а также .с выступами 15 и 16, причем выступ 15 дл  надежности соединени  панелей может быть вьтолнен с отверсти ми под крепежные элементы, например винты 17The end profile 8 is made with a seal 14 fixed in the longitudinal direction of the seam as well as with protrusions 15 and 16, and the protrusion 15 for securely connecting the panels can be provided with holes for fastening elements, for example screws 17

5five

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5five

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вого профил  другой соедин емой панели .another connected panel.

Нижележащий гофр 6 в верхней своей части выполнен с косой площадкой 19 скольжени  дл  отгиба 5 нахлесточ- ного гребн  4, поднимающейс  по направлению соединени , причем нижележащий гофр 6 выполнен на стыковочном конце с восход щим отгибом 20, кото- рьй имеет упор 21 в нахлесточный гребень 4,The lower corrugation 6 in its upper part is made with an oblique sliding platform 19 for the bend 5 of the overlap ridge 4 rising in the direction of the joint, the underlying corrugation 6 being made at the docking end with the upward limb 20 which has an abutment 21 into the lap of the comb four,

В нижней части гофра 6 выполнен водоотвод щий паз 22, а площадка 19 скольжени  в верхней своей части- выполнена с пр мым участком 23 под дополнительное винтовое соединение.In the lower part of the corrugation 6 there is a drainage groove 22, and the sliding platform 19 in its upper part is made with a straight section 23 for an additional screw connection.

Claims (2)

1.Соединение профилированных листов обшивок строительных панелейj лежащих в одной плоскости, содержащее нахлесточный гребень одной панели с отгибом в сторону другой панели, причем высота гребн  у отгиба меньше, чем максимальна  высота нижележащего гофра другой панели, отличающеес  тем, что, с целью улучшени  герметичности соединени  панелей, нижележащий, гофр в верхней своей части выполнен с косой площадкой скольжени  дл  отгиба нахлесточного гребн , поднимающейс  по направлению соединени , причем нижележащий гофр выполнен на стыковочном конце с восход щим отгибом.1. The joining of profiled sheets of casing of building panels lying in one plane, containing an overlap ridge of one panel with a bend towards the other panel, the height of the crest of the bend being less than the maximum height of the underlying corrugation of the other panel, characterized in that the panels below, the corrugation in its upper part is made with an oblique slip platform for the limb of the overlap ridge rising in the direction of the joint, the lower corrugation being made at the joints full-time end with ascending limb. 2.Соединение по п. 1, отличающеес  тем, что восход щий2. The compound of claim 1, wherein the ascending упором в нахлесточfocusing on the overlap
SU823512801A 1981-11-24 1982-11-22 Joint of shape-formed sheets of building panel sheathing SU1311627A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI813750A FI63101C (en) 1981-11-24 1981-11-24 A building component

Publications (1)

Publication Number Publication Date
SU1311627A3 true SU1311627A3 (en) 1987-05-15

Family

ID=8514891

Family Applications (1)

Application Number Title Priority Date Filing Date
SU823512801A SU1311627A3 (en) 1981-11-24 1982-11-22 Joint of shape-formed sheets of building panel sheathing

Country Status (4)

Country Link
FI (1) FI63101C (en)
NO (1) NO165119C (en)
SE (1) SE443394B (en)
SU (1) SU1311627A3 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI884288A (en) * 1988-09-19 1990-03-20 Terasjussi Oy BYGGSYSTEM, I SYNNERHET VAEGGKONSTRUKTION OCH FOERFARANDE.
SE501387C2 (en) * 1993-05-21 1995-01-30 Plannja Ab Roof elements and a method of mounting them

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Дехт р A.M. Облегченные конструкции металлических стен промышленных зданий. М.: Стройиздат, 1979, . - с. 24. *

Also Published As

Publication number Publication date
FI63101C (en) 1983-04-11
SE8206123D0 (en) 1982-10-28
NO165119C (en) 1990-12-27
NO823588L (en) 1983-05-25
FI63101B (en) 1982-12-31
NO165119B (en) 1990-09-17
SE443394B (en) 1986-02-24
SE8206123L (en) 1983-05-25

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