HRPK20110215B3 - Building construction system, especially for carrying bearing and exterior walls, roof elements and floors - Google Patents
Building construction system, especially for carrying bearing and exterior walls, roof elements and floorsInfo
- Publication number
- HRPK20110215B3 HRPK20110215B3 HRP20110215AA HRP20110215A HRPK20110215B3 HR PK20110215 B3 HRPK20110215 B3 HR PK20110215B3 HR P20110215A A HRP20110215A A HR P20110215AA HR P20110215 A HRP20110215 A HR P20110215A HR PK20110215 B3 HRPK20110215 B3 HR PK20110215B3
- Authority
- HR
- Croatia
- Prior art keywords
- walls
- joint
- steel
- joints
- exterior
- Prior art date
Links
- 238000009435 building construction Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 abstract 8
- 239000010959 steel Substances 0.000 abstract 8
- 238000005192 partition Methods 0.000 abstract 7
- 150000001875 compounds Chemical class 0.000 abstract 3
- 238000010276 construction Methods 0.000 abstract 2
- 238000004026 adhesive bonding Methods 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/705—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements placed between columns
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
Abstract
Predmetni izum se odnosi na sustav za izvođenje objekata u visokogradnji, posebno za izvođenje nosećih pregradnih i vanjskih zidova, pregradnih zidova, krovnih konstrukcija i međukatnih konstrukcija pomoću lameliranog drvenog elementa (1), spoja E1 između dva međusobno okomita zida, spoja E2 i E3 između vanjskog i pregradnog zida, spoja E4 vertikalnog serklaža sa četiri zida (4) spoja E5 za uzdužno povezivanje dva zida (4), spoja E6 međukatne konstrukcije, spojeva G1 do G3 greda i nadvoja. Noseći pregradni i vanjski zidovi (4), te pregradni zidovi (4) se izvode slaganjem prizmi (20) gdje se prizme (20) sastoje od najmanje tri lamelirana drvena elementa (1) koji se međusobno uzdužno po širini spajaju ljepljenjem, pri čemu krajnji drveni lamelirani elementi (1) svake prizme (20) po dužini imaju utore (2) u koje se prilikom spajanja dviju prizmi (20) postavlja uklada (3) koja oblikom ispunjava oba nalježuća utora (2) na način da se tvori tijesni spoj. Najmanje dva međusobno okomita zida bilo noseća, bilo vanjska, bilo pregradna, se međusobno povezuju spojevima E1 ili E3 ili E4, pri čemu se navedeni spojevi izvode pomoću šupljog čeličnog profila (6) kvadratnog ili pravokutnog poprečnog presjeka, pri čemu najmanje dvije vanjske plohe profila (6) sadrže čvrsto spojene čelične limove (6a) koji su okomiti na navedene plohe profila (6) i međusobno su paralelni pri čemu je između limova (6a) unaprijed definirani razmak R. Međukatne konstrukcije se spajaju pomoću spoja E6, te međusobno okomiti vanjski i pregradni zid spajaju pomoću spoja E2, pri čemu se navedeni spojevi E6 i E2 izvode pomoću čeličnog lima (6a) i čeličnog profila (13), pri čemu se profil (13) sastoji od tri čelična lima (6a) pri čemu su dva čelična lima (6a) međusobno paralelna na razmaku R i okomito čvrsto spojeni na treći čelični lim (6a). Najmanje dvije grede (21) po dužini ili širini se međusobno povezuju spojevima G1 ili G2 ili G3, te zidovi (4) po dužini međusobno spajaju spojem E5 pomoću čeličnog profilaThe present invention relates to a system for constructing structures in a building, in particular for the construction of load-bearing partitions and exterior walls, partition walls, roof structures and inter-storey structures by means of a laminated wooden element (1), joint E1 between two mutually perpendicular walls, joint E2 and E3 between exterior and partition walls, joint E4 of vertical wall with four walls (4) of joint E5 for longitudinal connection of two walls (4), joint E6 of inter-storey construction, joints G1 to G3 beams and lintels. The supporting partition and exterior walls (4) and the partition walls (4) are made by stacking the prisms (20) where the prisms (20) consist of at least three laminated wooden elements (1) joined together by longitudinal adhesive bonding, with the end The wooden laminated elements (1) of each prism (20) have grooves (2) in length, in which, when connecting the two prisms (20), a clamp (3) is placed which fits both the supporting slots (2) in a form to form a tight joint. At least two mutually perpendicular walls, either exterior or partition walls, are interconnected by joints E1 or E3 or E4, said joints being formed by means of a hollow steel profile (6) of square or rectangular cross-section, with at least two outer profile surfaces (6) contain rigidly joined steel sheets (6a) that are perpendicular to said profile surfaces (6) and are parallel to each other, with a predefined gap between the sheets (6a). The inter-storey structures are joined by compound E6 and vertically exterior and the partition wall are joined by compound E2, wherein said joints E6 and E2 are made using a steel sheet (6a) and a steel profile (13), wherein the profile (13) consists of three steel sheets (6a) wherein two are steel The sheet (6a) is parallel to each other at a distance R and vertically firmly connected to the third steel sheet (6a). At least two beams (21) in length or width are interconnected by joints G1 or G2 or G3, and the walls (4) are longitudinally interconnected by compound E5 using a steel profile
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
HRP20110215AA HRPK20110215B3 (en) | 2011-03-25 | 2011-03-25 | Building construction system, especially for carrying bearing and exterior walls, roof elements and floors |
PCT/HR2011/000014 WO2012131406A1 (en) | 2011-03-25 | 2011-04-12 | System of building construction, specially designed for construction of load bearing partition and external walls; roof elements and floor constructions |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
HRP20110215AA HRPK20110215B3 (en) | 2011-03-25 | 2011-03-25 | Building construction system, especially for carrying bearing and exterior walls, roof elements and floors |
Publications (3)
Publication Number | Publication Date |
---|---|
HRP20110215A2 HRP20110215A2 (en) | 2012-09-30 |
HRP20110215A9 HRP20110215A9 (en) | 2013-12-06 |
HRPK20110215B3 true HRPK20110215B3 (en) | 2014-01-31 |
Family
ID=46880932
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
HRP20110215AA HRPK20110215B3 (en) | 2011-03-25 | 2011-03-25 | Building construction system, especially for carrying bearing and exterior walls, roof elements and floors |
Country Status (2)
Country | Link |
---|---|
HR (1) | HRPK20110215B3 (en) |
WO (1) | WO2012131406A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103266662B (en) * | 2013-04-27 | 2015-11-25 | 陈久旺 | The assembled house of light steel composite board |
CN108316484A (en) * | 2018-02-08 | 2018-07-24 | 南京工业大学 | A kind of mostly high level CLT wallboards and floor connection structure and connection method |
CN112302200A (en) * | 2020-10-29 | 2021-02-02 | 王源军 | But concrete prefabricated component of split equipment |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE1006374A5 (en) * | 1991-12-20 | 1994-08-02 | Erven Waltherus Joseph Maria V | Method and apparatus for the production of a panel and panel manufactured according to this method. |
BE1007384A3 (en) | 1993-09-03 | 1995-05-30 | Baekel Johan Van | Accelerate process for indoor and outside walls, building components and connection parts used are hereby. |
JP3390823B2 (en) * | 1996-11-20 | 2003-03-31 | 株式会社ウエスト | Equipment for wooden building frames |
FR2802460B1 (en) * | 1999-12-21 | 2005-06-24 | Rene Bloch | METHOD FOR MANUFACTURING A LAMINATED WOOD-GLUE PRODUCT AND THE PRODUCT THUS OBTAINED |
-
2011
- 2011-03-25 HR HRP20110215AA patent/HRPK20110215B3/en not_active IP Right Cessation
- 2011-04-12 WO PCT/HR2011/000014 patent/WO2012131406A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
WO2012131406A1 (en) | 2012-10-04 |
HRP20110215A2 (en) | 2012-09-30 |
HRP20110215A9 (en) | 2013-12-06 |
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Legal Events
Date | Code | Title | Description |
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A1OB | Publication of a patent application | ||
AKOB | Publication of a request for the grant of a patent not including a substantive examination of a patent application (a consensual patent) | ||
A9IS | Complete republication of an hr-a document | ||
PKB1 | Consensual patent granted | ||
ODRP | Renewal fee for the maintenance of a patent |
Payment date: 20150324 Year of fee payment: 5 |
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PBON | Lapse due to non-payment of renewal fee |
Effective date: 20160325 |