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 CBD d.o.ofiledCriticalCBD d.o.o
Priority to SI201200184ApriorityCriticalpatent/SI23678B/en
Publication of SI23678ApublicationCriticalpatent/SI23678A/en
Priority to EP13169294.9Aprioritypatent/EP2672038B1/en
Priority to HRP20180248TTprioritypatent/HRP20180248T1/en
Publication of SI23678BpublicationCriticalpatent/SI23678B/en
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
E04G23/00—Working measures on existing buildings
E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
E—FIXED CONSTRUCTIONS
E04—BUILDING
E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
Landscapes
Engineering & Computer Science
(AREA)
Architecture
(AREA)
Emergency Management
(AREA)
Business, Economics & Management
(AREA)
Civil Engineering
(AREA)
Structural Engineering
(AREA)
Environmental & Geological Engineering
(AREA)
Mechanical Engineering
(AREA)
Electrochemistry
(AREA)
Chemical Kinetics & Catalysis
(AREA)
Chemical & Material Sciences
(AREA)
Working Measures On Existing Buildindgs
(AREA)
Load-Bearing And Curtain Walls
(AREA)
Buildings Adapted To Withstand Abnormal External Influences
(AREA)
Abstract
Sistem protipotresnega utrjevanja zgradb po prijavljenem izumu rešuje problem ojačitve sten (1) obstoječih zgradb s križno lepljenimi masivnimi ploščami (3), monolitne ali večkosovne izvedbe, z ali brez odprtine (7) za obstoječa okna in vrata, ki so na notranjo ali/in zunanjo stran sten (1) zalepljene s plastjo lepila (4) in dodatno pritrjene s sidrnimi vijaki (5) in samovreznimi lesnimi vijaki (11). Sistem je uporaben zlasti za utrditev in ojačanje obstoječih zgradb na potresno ogroženih področjih.The seismic reinforcement system of buildings according to the present invention solves the problem of reinforcing the walls (1) of existing buildings with cross-laminated solid panels (3), monolithic or multi-piece design, with or without opening (7) for existing windows and doors on the interior and / or the outside of the walls (1) glued with a layer of glue (4) and additionally fastened with anchor bolts (5) and self-tapping wood screws (11). The system is particularly useful for consolidating and strengthening existing buildings in earthquake-prone areas.
Claims (7)
PATENTNI ZAHTEVKIPATENT APPLICATIONS1. Naknadno utrjevanje obstoječe zgradbe proti potresom, pri čemer so stene (1) po celotnem obsegu obstoječe zgradbe obložene s križno lepljenimi masivnimi ploščami (3) z zunanje in/ali notranje strani tako, da so nanje prilepljene s plastjo epoksidnega lepila (4) in dodatno pritrjene s sidrnimi vijaki (5), označeno s tem, da so višine posameznih križno lepljenih masivnih plošč (3) enake razdalji med pripadajočimi medetažami 2, pri čemer so križno lepljene masivne plošče (3) pritrjene na stene (1) med sosednjimi etažami s sidrnimi vijaki s podložkami (10) in povezane skupaj v stikališču (9), na prehodu iz spodnje v zgornjo etažo, z najmanj eno jekleno ploščato vezjo (6) tako, da slednja prekriva pripadajoče stikališče (9) in je na križno lepljene masivne plošče (3) pritrjena s samovreznimi lesnimi vijaki (11).Subsequent reinforcement of an existing building against earthquakes, wherein the walls (1) are lined with cross-glued solid panels (3) on the outside and / or inside along the entire circumference of the existing building by gluing them with a layer of epoxy adhesive (4) and additionally fastened with anchor bolts (5), characterized in that the heights of the individual cross-glued solid panels (3) are equal to the distance between the associated mezzanines 2, wherein the cross-glued solid panels (3) are attached to the walls (1) between adjacent floors with anchor bolts with washers (10) and connected together in the switchyard (9), at the transition from the lower to the upper floor, with at least one steel flat circuit (6) so that the latter overlaps the associated switchyard (9) and is cross-glued solid panels (3) fastened with self-tapping wood screws (11).2. Naknadno utrjevanje po zahtevku 1, označeno s tem, da so križno lepljene masivne plošče (3) ali monolitne izvedbe, ki v enem kosu prekrijejo celotno posamezno steno (1) na obstoječi zgradbi ali v večdelnem sestavu, kjer je več kosov (3.1) do (3.n) nameščenih skupaj, da pokrijejo posamezne stene.Subsequent reinforcement according to claim 1, characterized in that the cross-glued solid panels (3) or monolithic designs cover the entire individual wall (1) in one piece on an existing building or in a multi-part assembly where several pieces ) to (3.n) installed together to cover individual walls.3. Naknadno utrjevanje po zahtevku 2, označeno s tem, da so v monolitne križno lepljene masivne plošče (3) izrezane odprtine (7) za vrata in okna v stenah (1) obstoječe zgradbe.Subsequent hardening according to claim 2, characterized in that openings (7) for doors and windows in the walls (1) of the existing building are cut into monolithic cross-glued solid panels (3).4. Naknadno utrjevanje po zahtevku 3, označeno s tem, da so odprtine (7) za okna in vrata v stenah (1) obstoječe zgradbe obdana z ločenimi kosi (3.1) do (3.n) križno lepljene masivne plošče (3).Subsequent hardening according to claim 3, characterized in that the openings (7) for windows and doors in the walls (1) of the existing building are surrounded by separate pieces (3.1) to (3.n) of cross-laminated solid board (3).5. Naknadno utrjevanje po zahtevku 1, označeno s tem, da so znotraj posamezne etaže, križno lepljene masivne plošče (3) povezane v stikališčih (9) in med sabo pritrjene s samovreznimi lesnimi vijaki (11).Subsequent hardening according to Claim 1, characterized in that inside each floor, cross-glued solid panels (3) are connected in switches (9) and fastened together with self-tapping wood screws (11).6. Naknadno utrjevanje po zahtevku 1, označeno s tem, da so križno lepljene masivne plošče (3) izvedene iz najmanj treh do sedem plasti ali več plasti lesenih desk, ki so ena na drugo položene pod pravim kotom in so med sabo zlepljene.Subsequent hardening according to claim 1, characterized in that the cross-glued solid panels (3) are made of at least three to seven layers or more layers of wooden boards, which are laid on top of each other at right angles and are glued together.7. Naknadno utrjevanje po zahtevku 1, označeno s tem, da se križno lepljene masivne plošče (3) zalepljene in pritrjene na stene (1), na notranji ali zunanji strani obstoječe zgradbe.Subsequent reinforcement according to claim 1, characterized in that the cross-glued solid panels (3) are glued and attached to the walls (1), on the inside or outside of the existing building.
SI201200184A2012-06-062012-06-06Anti-earthquake building reinforcement system
SI23678B
(en)
Decorative panel suitable for assembling a floor, ceiling or wall covering by interconnecting a plurality of said panels with each other, and decorative covering of such interconnected panels